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City of Atlantic Beach 5CALE 311a
Planning and Zoning Department
This otpprovall verifies compliance with applicable IDATE
zoliIng, subdivision and other local land >JO5 NO,
development regulations, but does not constitute STRUCTURAL ENGINEERING FOR USE LUIT
approval for the issuance of permits. Compliance TRU5$E5 BY BUILDERS FIRST SOURCE,
with Florida Building Code and all other applicable — 11 60.F:T..
local. $tat*and Federal permitting requirements
must be venified It signature of the City of Atlantic
END ZONE FRE55URE5
Beach Building prior to the iss 0 of a
swiding
Appmved
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-c- ahm Devel f Director- M&TA SERIES 5TR,4F-5 C,4�4NOT 5E_ TLU15TED. THE-T COMPONENTS 4 CLAIDC)ING FRF_s5uFRF_6 - IN F6F
a-2.0 92- MAY E�E APPLIED FLAT 4ND/OR BENT TO OFN'Cs iN-rF_RioR-zONs9 P
ME, AREA
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AFFLICATION6, BUT THE� l`,1U5T NOT BE TWISTED. 0-20 af 41.& 5S.13 4116, rp it
Uf;,7= MT5- or HT5-SERIE5,11TW15TEED 5TRAF511 AT 20-50 6f 45,5 5ro.5 455 41111
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PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY 5E OMITTED IF A STEM-LUALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FOUNPATION1. PAD FOOTING$ LARSER THAN 301'x3011 ARE REQUIRED WITH EITHER ASTEM-WALL OR MONOLITHC APPLICATIONS WHERE TW�$TF=r_) STRAPS ARE 50-100) sf 44D 52.5 44.0 41.0 d
FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING 15 REQUiREP WITH A 5TEM WALL FOUNDATION (e 30"x3o"), IT NEED ONI,� EE PLACED EITHER 5ELOW-GRAPE FOOTING OR IN THE 6LA5, 5UTNOT IN 50TH LOCATIONS UNLE55 5FECIrICALLY NOTED AS SUCH. 0
> 100 bf 420 45.1 1 42D 45.5 p0g9494
120MPI`%AW,4-E1V4CV16 Z TO 30' rn
LEGEND PLAN NOTES CONNECT IONS
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NOTE THAT CERTAIN WOO[:)-T�e RODS 1l1AY BE DELETE�-) FROM TH15 FROJECT BASED ON THE FOLLOWI�G.. NON-LOAD BEARING WALLS 1) 5EE SHEETS, 5TI AND BT2 FOR ADDITIONAL 57RUCTUR-41- NOTES AND CONNECTOR ��ET�-�OD OF ATTACi�FIENT EN�)-ZONIE COI`11FONENT5 4
THAT ARE NOT A 5�4FAR-WALL E:>0 NOT REQUIRE LJOODsTfe ROD IN5TALLATION. WALLS THAT HAVE 15ECO�-IE LOAD BEARING OF, EXISTING 2) 2xa-1 2 < HEADER/aEAM CALL-OUT DETAILS.
1( 1`_16T,4�5 (14) 10d Comrrori/Tqtal, %r_LADr_)IN1,-3 r-RE55UREe, APPLY
LOAD 5EAI:;,'ING UJ4LL5 WITH ADDITIONAL LOADING MUST HAVE WOODOTle RODS INSTALLED AS FOLLCL�&- 2) TH15 DRAWING CONTAINS 6FECIFIC; INFORMATIC)N, INCLUDING BUT NOT
1`-�5TX -(I&) 10�:) Comrnorsl%,,tal. i� TO WINDOUI)e) 4 C)OORB IN
NUMBER OF KING 5TUD5 EAC�-; 51C;)E OF OPENING LIMITED TO ARCHITECTURAL ELEI-IENT5 AND bIMEN51ON5, THAT IS -1 HIGHLIGHTED AREAS - TTP.
0/c WOOD,TTe ROP ANCE5 NUMBER OF JACK 5TUr_)5 EACH 51DE OF OPENING FROVII;)ED BY OTHER$. 5UILI;)ERS, FIRST 6OURCE OF JACKSONVILLE INC M6T46 (45) I0&xl-I/2`/Tota1 THEE X DIMENSION ILLU,5TR.ATE5
FROOF TF�05 UFLIFT (L55) LJJ1OOD*T1S F,02(52 gXTERIOR 51ZE OF HEADER MATERIAL DE51GN CENTER (BF5L:)C) 15 NOT RE5PON5115LE FOR THE ACCURACY OF C516, (25) 5d or (2.2) l0oI !0,:ommors/TotaI.
-TOLERANCES THE MEASUREMENT OFF THE
NUMBER OF PLIES IN HEADER TH15 INFORMATION PROVIDED BY ANY OTHER SOURCE, SFH4/(o/a (12).10dxl-1/2".,,
00-1000 ROD(6) 'a 4' O/C (INTERIOR) OF, V O/C (EXTERIOR). SHOULD NOT CORNER OF CORNER OF THE HOUSE WHERE
01001-201& ADD (1) ROD ADJACENT TO TRU55. 11 X OVF_FRR!DI-= ALL EXTERIOR HEADERS I (V2x&-V2 I UNLE55 NOTED OTHFRW15E 3) ALL REQ'D BEARING LENGTH$ SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 (14) 10d C't:=pr5 or 106xl-1/2''/Total, HOU5E END-ZONE (NOT INT-ZONE) OF
C;ON6ULT DE5Ir_-;N C-ENTEF, -0 ') H HT 2 -(20) lool CaMlr,ons of (24) 10axI-1/2"/Tota 1,
*2011 4 GREATER 0 WOODoTIE ALL INTERIOR HEAL:)ERS, 1 (24K6-1/17 UNLESS NOTED OTHF_i:RLU1.r:,E HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THRLUG A 5 0 1 (TT'P) FRE55URE5 SHOULD BE U6F_E:>1
GUIDELINES 1��EBIr_:;N 5EARINn VALUE AIDJU5Tt"IENT AN[;)/OR THE ADDITION OF BEARING LGT2 (14) !ad to 7rus5 and Stud Column.
OUTLINED FROFERLY RATED OPEN WE5 TRUBB HEADER MAY BE USED 5LOC:<62. MGT (22) lod common$ t Wood Member - 5/a" diameter or Lareer T�readed Rod per Ar_r_ompar�lne
WOOD-Tf,5 ROD LOCATION. 21 LU IN LIEU OF SPECIFIED HEADER ______j
X 4 F F F, T�ATE -oil! X, "0. BELO I Note on Faef, 51,
ANY HEADER MAY BE REFLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/5" dlamete�,,qr Lar eer Threaded Rod per Accompar��re Note or PaSs sl�
XA�' 5/5" diame e-
RODS LOCATION6 ARE FOR DEMON5TRATION PURPCSE5 ONLY AND DO NOT REFLECT 14N E CT ROD LOCATION. UNLE56 NOTED A. GRAVIT'Y LOADS. 5, LATIEHLR4 HGT-4 :t 'r or Lar2sr Threaoled Rod per Acc-ompan�!re Note on FaSe 51,
TOP r LCAI�)5, T( 0a) lad 5
5LUO 5HEARWALL 6EGt Hi o Inkers to LU col tlieml�er �,/5" 6imaeter or Lareer T�yeaded Rod per A-_r_ompar�lra
-ROPER O/S SPACING (4-0" INTERIOR, &'-Oil EXTERIOR� 65HOULD BE FOLLOUJED. IN ADDITION, ROD5 SHOULD BE LOCATED AT -1ENT - REFER TO DETAIL F/6TI ANI:�/OfR D/5TI ROOF LOAD -1-40RD...LL;:20Fe>r- DL21F`5F-
OTHERLUi5E r 0 ;) 0 L-. OLUN ) F R 50T LUINr-> LOAD - 120 MPH Kots or) Pae-z' 51.
CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF: EACH 6HEAR WALL (UNLE66 REPLACED LUITHIAFFR VEI H L )-D e E APPROXIMATE LUCCE.),Tfe LOCATION CHORID...LLz10F5F 5E15MIC, ZONE - I
C�ETAIL E/5TI). RODS SHOLUN IN CORNERS MAY BE LOCATED TO EITHER 51E;)E (LUITHIN 4") OF FROFERLY CONSTRUCTEr-> CORNER P06T OR 6EE WOODsTls 6ECTiON FLOOR LOAD ED L z,15 F6F HTT22 (32) !rad 5ink�erstc Wood Mernln�sr 5/all dirraster or Lareer T�yeadeol Rod per
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APPROVED Tft6S-TO-R CONNECTORS r ASSEMBLY(TYR 4 0 HEADER 4*BILL) BLOCKING(TYR) OVERHAWG5 IN EXCESS OF loll AND Ul-TO 2411 Tk$ DOCUMENT 15 AN
u FT(L.156) UPLIFTS > 11 1 1 - I I . USE 2x4 SYR OUT LOOKER AT 411010 CLIP TO
.��Ptz± CrONNECT10N STUD WALL SMall"I HEAPER(51Z5 PBL.TOP lot-,WITH(2)HSA III/(S),ad.OVERHANGS
1/160' APA�OR TECO RATED �5.F_HA&la PLATg
ER CALLOUT ON
0-4�p$ 1000 SEE
SHEATHING ON ROOF DECK STRUCTURAL ft.HT.(FT) STUD SCHEDULE STRUCTURAL
0-745,—(1)H5 W/(5)led X 1-11�."/ENP f 1�� ALL FRAMING MATE&AL T52 (2)$PH4/6,/0 PLAW C�R I R.4= 1F APAfr�QQ F,&,j BLOCK SHEATHING EDGES ola WITH OA45 W/(S)Sd FOR OTHER5 FOR CON-
WITH ad NAILS AT 4" C.C.AT PLAN. HEAP51R PER 5TFWC7URAL PLAN
ALL SUPPORTED PANEL 2x4 02 SIFF STUDS I WITH IN 4'OF GABLE
4(orp-S30 0-101-1 I/all 121,C/C 12 6YP EXCEPTAS NQTgC>
145-IWO (2)H5 W/(4)9&/F_ND/EAL LAYOUT F SYS 42. 1��JATHING is NAILED TRUSS "�ASTFEN SHEATHING TO FRAMINS AT 3" 0/0 5TRUCTION OF FRO�ECT
0
2x4 02 SYP STUDS 1211 O/C C14 USEC) I-La. 0 2 ;�Yi-QN
ON EOGES,Volo IN FIELD Wilt acL
1-1/4"GALY,ROOFING x I-l/2'JQ_TQP IF 5QTH %OE5 0 ER,4nlN�A 15
SARAGE
0_=01 fl)MTS12 W/(7)led X 1-1/2'VENP pS-wr 5HEATHEC? SPH4/6/la 6 '�2 -ORMATION DERIVEF_>
EDGES AND 5" OZ�IN FIELV� (2);45 W/(6)led x 1.1/21VEND/EA. 0-IF-1 1/8" CORNER OF NTO TOR fe A55gneLy 4 A&,Tl%ED 5E�OLU.
2x&02 5PF i�ups Ig".O/r, H9ADFR Wz(1) W1
NAILS *EACH SHINGLE TO--' 6 -TTiY" 2x6 p i >6 I& old 411 -,
SHEAT0�� -7 0 TOP F_TO HDF:F_
IN THE EVENT THE CONCRETE FROM T45 IN51-RUMENT
PURLIN BOTTOM CHPRP OF A" CONTRACTOR OMITS THE (2)M5TA24 W CORNER OF RATEP$HR.ATi4IN0 TO
TRU$S-TO-fE CONNIECTORSEI! TRUSSES WITH Ix4$YP 000.z NAIL.THROUGH AFA RATSP SHEATHING HPAHP22 F-MOEPPrEP (1Vod/F_NP/6TFeAR 0 EA GARASS MATCH ROOF SHEATHING CAN NOT BE J6ED FOR
TRUSS SCHEDULE FOR PERPINDICULAR TO TRUO!5BO 0 END OF HEADER UN.o. OTPER LUOR1<5 UNLE59
F'R5-ENGINEEREP ROOF I/ INTO No.2 SYR FRAMING W/ad AT STRAP$,IT 15 ACCEPTABLE
.1 24" O/C wl(3)led NAILS AT
CONNECTOR. TRUSS OR RAFTER EACH TRUSS- UXO. 01C.AT ALL EPQI�6 ANP INTO EACH PLY TO SUBSTITUTE(1)M5T49 AUT1�40RIZrErD E3"r Tl4r=
SERIES FLAT STRAP PER WALL SHEATHING SHALL 15E IY1611 HEATPINO NEE12 CN" 2X*2 5YP P51- TOP M.(6LOPED
OF EACH POWIDL3 INTERIOR PLATE, 12"
S"STUDS O.C.ELSEWHERE.
ALL EXTERIOR WALL SHEATHING _LU HPAHP22,FACIE MOUNT TH13 APA RATED 6PEATPING WITH ad reQVER L2 C 07 Tol-IR INFRI
-SHALL 5E Vol'APA RATED QB I FOR OTHER UPLIFT WAR:DWARE $TRAP TO THE POUNPAT10N NAILS AT 311 O.C.AT ALI. PANEL &%9=L I I I I -, I NGEMENT Or
A N W/ W0004710 RODS 0 4'O/C WITH EITHER(4)1/2`0 EPG96 AND a,Or-IN FIELD A)e ARE J!a2ff-& 1/16" APA,RATED SHEATHING LUIT14
(2)2x4*2 STP TOP IE. F SHEATHING WITH ad NAIL$AT 611 CONNrECTiORS,SEE TYPICAJ_ rEPDXIEP ALL THREADS LW (TYP-UND.). SHEATHING PANELS NAILED To-GET -A
(2)ROWS led S 121, OZI euilLO-)MIN, O.C.AT ALL PANEL EDGES AND W/3.x3xI/a" WASHERS. N / A N -_ ad NAI0 0 V o1c ALONG ALL PANEL
WALL 6ECTION AND TYPICAL 4 V41I MIN.r=Mi5Et:>MF_kT OR SHOULP 013 ORIENTED P-2 Tgues gLlr_s/��OTSAE E-1:*E$AND 6"ola IN FIELD. BLOCK
24" LAP LLV(12)]Cd IN LAP.1SPH41616 a"04- IN FIELD (TYP-LLNJP�). HEAPPER FRAMING DETAIL (16)3116"Ox 13/411 TAPCON PF-RPINPICWL.AR To FRAMING Af;4-- ATTACWJ2j=_TH_M, REV DF_eCR1f;=`T10N
TRIJ66-E" FOUND TO UNDERSIDE OF CUTLOOKER6)
FRAMING MEMBERS IF EXTERIOR SHEATHING TO BE ORIENTED FIFERF.
TO FRAMOa MEMBERS,U.N.0,
R6ETEER-T-g-P CONNECT92RS F-IN15W IS STUCCO,U.N.O. FIRST PLATE 70 SECOND PLATE U.V
9 32' CA,' 29 WOODIOTIs RODS a ro' SHEATHING PANELS SHOULD 5E (2)2x
O/C Ud 3x3AIS" WA5HER6, ORIENTED PERPINPICULAR To 1/2110 x 4-1/2"EMBEPMENT WEP�39 4 17 SYR ANCHOR$.F45TEN STRAP TO MEMBER$,U.N.0, ALL EDGES(CONTINUE STUDS 4 SHEATHING
ANCHORS Q3 EPDXIED ALL SILL P), I I
THREAP-5 a 32"olc W1 2x2xI16" (TY AT DOUBLE INTERIOR STUD$W(20�16d, JACK$PER PLAN GYP
H $ILL$/PL.4TP_S/5LOCKINa,NAIL. MIIL 3 KING STUP5 EACH CrEll-INCs 2
LFENGTP CONNECTOR 02 SYR FT BOTTOM B W/ 4"olr-WOPD-Tia RODS 0 SIPE Or-OPENING WHEN
5PH4/6/6 10 aV O/C QR iNTSRIOR.SHEARWALLSAPD ............ HPAW022 LLV(23)16d TO USII,*2x&FRAMING,5 KING PURf-iN BOTTOM CAORP OF
WAS FERS OR WOOP*Tfo RODS 0 (V ROW512al COMMONS AT&'I O.C.
SIDE PANEL HEIGHT TO SIT=AS$Mr;E5LY e2� STUDS EACH 51PE WHEN AL.,LTRUSSES WITW Ix4 SYP 3
0.1" 1)H5,ka)41Cv,QR MT612 WCOOOTTS RODS 0 WOA-' EITHER 24"olez SHOT PIN$P-S 16d WIDTH REQUiREMENTS PERPINPICUI.AR TO
2)HS'S f2a Ha's P-S CA55 HARD NAILS 6 10"olo. PER SIDE OF OPENiNG USING 2x4 FRAMING UND. WOOP*TIs ROD
T-14" 112`oxi" EMaeP Aa.w/2"x2"xi/611 WASH ANC44ai t 5OLT($) h 1`0 MIN.W TftS5" *24'O/C wl(3� 4
1(l)Hir., Qff MT612 AT 32" 4:>/c Q9 112"0 WCOI;I'Va R=S ip OR 51-.'T PINS 7 -1, 1/2 ANCHOR BOLT AS (2'MAX FROM
2',IA lod NAILS AT EACH TRUSS -
61 O/C W EIT14ER SHOT PINS 0 24'0 01r, *2$TF FT 150TTOM a Rem r.I:TAIL E,'STI PER TYP.WALL SECTION. JACK/5TUC>5) U.N.01 it M$TA24 UJ/(Z)led
AN OR loci C 3 HARD$ 0 loll.Ole__� 0 NAIL6,/END a MA SIPE OF
4"SLA15 W/a"xV'THICK- 0 EA.STUD A15OVIS
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1AjK AND SHORTER MAY FENEQ EDGE W/014 0 HEADER 4 JACKS To
V6 4- 11-2 V2" IL
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US 5 1041IN LiELS OF 11 1,U.1 R HEAPER
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if (SEE DETAIL (P/ST2) FINISH
_4 IN, P. 11 FIN514- GRAPE TYPICAL WALL
6 x Cp - 1194 x V.4 WWF -ALL CCNCRETI3 MINIMUM GRADE - FEAK- TO Il't 2X4 STUDS
FINISH OR FI0F_RME5H 2500 FS!SOMPREftIVE ........ -------------- -------------- CONNECTIONS, 2- TO 14's 2,x& SPF,*2
ITIM --I I= TO-6TUP,
GRAPE STRENaTR 20 PAY3i, _LLl TO 16's 2xro$YP*2
WATERPROOF BARRIER -i STUO-TO-SPCE,
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I- , 1=. - I 1=1 - SHOE-TO-FOUNPATI ON
FOOTING TO BEAR ON UNDISTURBED SOIL
FOOTING(SEE TYPICAL WALL 6aCTION) HTT22 W/5/6`0 ALL
NOTEs MASONRY ZTEMWALL MAY 5E USED IN LIEU OF MONOLITHIC r-CoTiNG. INSTALL ANCHOR SOLT,IF USED,WITHIN 81 OF THREAD(6 1/2'
aEARING WALL ENDS AND WITHIN Bill OP DOOR OPENINGS IN MEARINIS WALLS. SEE TYPICAL CONCRE71E SECTIONS FOR EMBEDMENT)(TYP)
RENFORCIWI AND PIMENSIONINIS OF FOOTINGS. iff,621TIQNA� Mr;T�& C0NNg!;Ti2M W0QD,T1e ANCKERM, IR096
5T] ECTION SWB - SEECIAL SPEEAIRWALL 25TAIL I.TFICAL GARAGE DOOR OFENING DETAIL
TYE!ICAL WALL 515 V5TI) GABLE END BALLOON FRAMING DETAIL
1/211 a 11-011 11211 2 10-011 1/211 2 11-011 1/211 2 11-011
Builders
I ISWI 4 SILO SHEAR WALLS R4QUIRS MX 46u OVERLAP$
............ ............... W/MIN.e24)Jalx3ll NA!1.5 *TOP PLATE 6RLIcE,5 OR(2) 2xA 02 57rP 929ZL2254S ource
MV44's W/(V l0d/ENP,r FirstS ,
APPROVED TRUSS-TO-fe CONNECTORS ENTERED ON EACH SPLICE. 1OVERi4ANG6 :5 16" a 24"o/c W1(1)H5 a EACH of Jacksonville
STUD WALL SPECIFICATION$
1,I FT(1-56) C01',NECTION UPLIFTS > HEADER PER STRUCTURAL K OUTLOOKER TO TOP CWOFFO OF SA15LE TRUSS
*OVERHANGS 16" _>24" a I(Vola LLV(2)P5 0�A
1000 SEE e HT.(FT) 6TUP O'CHEDULPE PLAN OR TRUSS LAT
0-465 (1)HS LLV(4)6d/END CUT
STf;WCTU 2x4*2 SIFF STUDS 10 ](a"01C OUTLOOKER TO TOP CHORD OF SABLE T
5)1;25;1[X 1-1/2'VE it � _U
9 IlVe PAL F NAIL THROUGH APA OR TECO RATED SHEATHING 13LOCK SHEATHING EDGES
WITHIN 4' OF GA
2x4 02 SYR VWDS Q L2"O/C WALL TABLF_ FASTEN SHEATHING TO FRAMING q
e2)HS W/(50 loci x 2xfp 02 SPF STUDS 9 IV'O/C AJPA OR TECO RATED SHEATHING FASTENED TO (2,MSTA24 W(W10d/SNP AT 3"1611 0�r,.WI ad NAILS,
((1)H*11-11,6 PLANL 1/6" 2xA !2 O/,_ FRAMINa PER SHEAR WALL TABLE 5Ull-T-UP OR DOXIEP Col-UMN M14Y
2)Wr,�V(4)Od/ENP/EA. INTO NO,2 SIFF FRAMING PER SHEAR BL5 TRUSS
0 W/(10)led x 1�-,I/2"TO T!PR f!L. SHEAR WALL FROM 5EAM TO POST EBE U.5r;0 IN LIE-U-0f AXA 02 (OX6,
0_10001 (1)MTS!2 W/0)led x 1-1/2VENO (15LOCK PANEL E iFts) CENTER STRAP 0 JOINT
OMMON HQL2_22W�0 9ND IN ADDITION
APA OR TECO RATED ad C �Q UN-0.ON STFUCTURAL A.P.A.OR TECO RATED
SHEATHING ON ROOF DECK PLIRLIN BOTTOM NAILING TO TYP.WALL SECTION(A/$TI 4 (4).]XxX VE 29 END SHEATHING TO MATC44
WITH ad NAILS AT 4"O.C.AT CHORP OF ALL PLAN. USE 4plV I SYR 29 Bpl�,12 SFIF 2x4 "LOS� kCH
SPACING B/STU. WOOD#T2 ROD MAY 52 5UfLT-UP COLUMN IJ_.O 4X4
ROO?SHEATHING
.ALL 94PPORTED PANEL TRU5629 WITH Ix4 USEP IN LIEU OF ANY SPECIFIED OUTLOOK TO TOP 2. 6550 Roosev6lt Blvd.
EP�45 AND all O.C, IN FIELD, PRE-ENGINEE SYR DOUBLE STUDS 0 EACH ENCI Hol-D-DOWN. FT 02 SYR 4Y.4 POST USE 5pl�02 SYR VS 5PIV 02 SPF 2X6 GABLE TOP CHORD Jacksonville',.FL 3�244
(0)1-1/4"GALV,ROOFK4 RED RO FIERP1:4PICULAR OF 5 WALLS -COLUMNS GREATER
TO TM6SES 10 24' Ec:lraz IrIELP I-STORY -2-STORY THAN Iol P BUILT-UP COLUMN I.L.0&xtp
N�AJLS a EACH SkWSLE TO, TRIJ55 OR RAFT�ER -a THOSE '0. 2X L-5RA,-_E ON aAeLff VERTICAL$AS Tel 904.77a-61 00
e 0/0 U;/(W led U44-1-0 �!VLONGs NONE (I)CSI& SUPPORTING SPECIFIED BY TRUSS MAKUP.(MX 2X4 112
HEA I SW a Fax 904.317-2835
KAIL5 AT EACH REQ'01; WALLS <O'LON(ag STRAP ENGINEERED WOOD 5PF W1 V'c/c: NAILS a MAX 24'0/(:A
TRUSS-UN.O. ;HEAPER Kils Y SERVE e2)5PH4/6/0 UY 1/2"o x RROPL47t USE FT*2
AS 051-STUPS AT THE FSNOS OF 4-la,amso EPo>cEP SYR&x&POST. (U.11W. GABLE TRUSS
(2) 2 SYR TOP 9� FA$TEN W1(2,) ALL THREAD 4 3x3xi/a." ON STRUCTURAL MAW
r - - - - - - - - - - - -
fRows led 12,c/o(UN.O.)MIN.241 SPH4/6/6 6 32"o/a Q3 WASHER WITHIN.3'OF
LLV(12)10d IN LAP. (2)02 SPF 2x4 10 F-A.CORNER
TRU55-TO-fg CONNECTOR g.Ea WOOP;Tla RODS LLV 6 (1,0.4x4 POST.(3) 2 SPIF CLIP ENP OF LATERAL 5RACS To GA5LS
TRUSS SCHEPULS FOR 3"x3"xI/b"WASHER 9 4`o/c 2x4S 0 CORNERS PiRECTL.Y 2 .155 4T MI 0 T 50TTOM CHOSV WITH(2)k5 CLIP$�
CONNECT�R. (VHTT22 U.V 5/al'is x BENEATH 15EAM WHEN rpx6 15 POINT rz 5 E
r., 11 11 Owl 3 a EMBED EPDXIED ALL POST TO$LA5 CONNECTION CES INWAK 1X at 4 AT W EA _J (S)
SP444/6/8 0 32"o/c SPF STUDS STRAPS RE01D. CABLE EOTTOM CHORP TO TOP re W1 M5TA1a —
STUDS MR PLAN TWREAP. WITH AeU44 OR ABU&&W/ I DYACENT Tfte LLV STRAP W/(1)10cl/rEND 0 45"olo OR.131x3'TOE
9,�EJER-TQ-e CQN�ECTOQS I OR WOOP,T1* 1 (12)l6d 4i 1/2"Ox4 1/41 EmEv HTT* 4 r5/8,"0X5-VV MAX 'X!I BR,�CING SPACN(fiz NAILS TO TOP f9 AS Realp, <1
0 1XI/011
LENGTH CONNECTOR R1=5 W/3 X3 (2)5PH,4/&/5 LW 1/2110 x 4-1/4'(2)C$190 EPDXIEP ALL THREAAP QKI EM5EP EPDXIED < 4/12 PITC- Vo/a I
LUASkEIR a VIola EMISED EPDXIErP ALL 5TRAPS HTTI& 4 516`0 x 5-1/21 ALL THMAI�� 0 012 SYR LEDGER FASTENED 4/12 <1/1 1 rcw ro'ol I/Ito"A.PA OR TFECO RATED SHEATH INS UJ/ad RAI L5
=P ALL EACH 29 TO 1611 ola 5TU06 wl.131x3m ' ALONC
(PH;TH16,Q9 MT 12 THREAD LLV$x3xl/ik* EMBED 15PDXIE >1112 P17C 4'001a 4,"OX_ ALL PANEL EDGES Allo 8�OZ�IN
(2)H!;�S Q3 Has Q3 WASHER. THREAD, ALTERNATIVE.45 SIN NAIL5 a EA STUD
SHOWN ON (TRUSS-TO-I.EOGER TO MIDPOINT OF GABLE 50TTOM CHORD)
fl! N1, FIELD, 01-CCK ALL, EP(3ES(CONTINUE SHEATHING
(1)HI& Q3 MT512 CONINECTOR6,CLIPS, 5/1(o" WARDq-PANEI_ 15 PERM77EDAS SUBSTITUTION 1> STRUCTURAL MAN. C�ONNIECTOR SPECIFIED
Al5'5 AL!�/O WOOPOTis FOR RATED SHEATHING ON EXTERIOR BY TRUSS ENGINEER)
>lfl$Er: PLAN
R MAY R=5 ARE NO Rl_(�V UIALLS ONLY IF NOTED ON THE 5TRU07URAL PLAN. X, BEAM ABOVE IF FIRST OUTLOOKER IS MORE
JACr's TAND SHORTIE / -J+I- I Z2x4 02 STP LATERAL. BRACE AT 4a"o/a.
- APA OR TECO RATED a IINTERIOR 5EARIN5 _140
VI //, THAN 32",FROM FASCIA,USE!
I Nel
USE C4)led IN LIEU OF SHEATHING OVER SPFSTUDS LU.4LLS 6UppOIRTING 2) OPEKIW36 IN$HEAR WAI.4 SEWENTS FEWiTTED ONLY 1/16" APA OR (3� Ialx3l NAILS THRO.4.14 5RACE INTO
TRU5540-11R CONNECTIOr 7 HOLD t;,OLLN6 IF SHOWN ON THE FRAMING FILAN. REFER TO DETAIL TECO f;�A7EP LU229S 4 rz2tN9TION��CHEDULE(PES TRU EACW TRIJ65 15OTTO�llo 1,HQRP. EXTEN (2)2x45 9 FIRST OUTLO R ONL
9_NlJ FLOOR LOA1D,.F-. PER TABLE D/STL SHEATHING W1 65) 15RACR 1-0 FOURT14 W:ERIOR TRuSS. P C�
FOOTING(eFEE TYPICAL WALL, 6ECTION) FOOTNIG(SEE FOUNDATION R,0 w145)NAILS is EACH 6TWO,
$,T�P'.WALL$WITH 5R.ICK VENEER-) 1 (On/12110/0 ad RV*111-124L2xa u;le&)NAILS 0 EACH STUZ),
91PT 0 , F-CURS aRIC VENF-apt ALI-2X7r:RIOFt WALL SHEATHING 13)HTT22 SPECIFIEP FOR 5WI MAY BE SUBSTITUTED WITH PLAN FOR SIZE) "LINSI- 4 5fDSO RV4 I242-l"2_2)Kt2 V(12)NAIL$0 EACH STIUP, M$TAIS STRAP 9
To OP F P.w/GA V.TIP-$,@ 02 SYR BOTTOM M W(2)ROWS OF led SHALL i5E vro"A.P.A.RAT!EP HPAHD22 W1(2Vr9d I el�� 92,1BIx3l'
JfVolc.HORIZONTAL 4 32"o/6 NAIL.$* 12"olo,STAGGERED. TYR FORCP POST 4 ALT.
SHEATHING WITH ad NA!_' S AT 130XE T03 NAILS
VERTIC4 O.C�AT A"PANEL
a' CZ.114 FIELP eTYP-UN-f_,`-) SPEAR WALL ASSEMBLY D L ITAIL � 5TI GAV a END 5RACING D51"AlL
ETAIL RAMING DETAI COLUMN DETAI TRUSS LEDGER 21=
314l' T#G PLYWOOD - SHEATHING PANELS SHOULD 1;�B to 2 11-011 11211.011
NAIL skSATHING To ISOTTOM R al"Iro"olo led NAILS #GLUE CRIENTEP PERFIRVICULAR TO 1/2 1/2 -oil 1/2"
ANDI BplNP 5CARP PER REIISI'D W1 LIQUID NAIL OR EQUAL. rRAMN�x M15MeeR$ IF EXTERIOR
SHEAR WALL EDGA NAILING. FINI6,H 16 STUCCO,UN.O. (2).Vx3l' NAIL$/TOE-NAIL5 FROM
NAILER TO WDR OR JACK r2TUD,
STRAP ACROSS JOINTS IN TRUSS TOP CHORD
U619 45"STRAPS I.L,0�
4AND, OOARV W/(I)M%TA24 I A- I
SPECIFIED 40h STMAPS WOOPITIE ROD FROM ABOVE,
W/0a)led NAILS/END IF LOOR:EPTH,M 1611
%
NAIL OHEATHINS TO TOP ft (NOT REQV WHEN USING HEADER PER BLOCKING 15T IN TRUSS OS)Irod NAILS,MIN.
WO01:10TIE! RODS,) $TRZTURAL III (4)10d v KING WOOP*VS ROD THROUGH 155AM SECUF.*E=0 VIA WOOP-TIE POP 4
f.PER REO'P 6HIZAR WALL STUD-TO-HEAPER CONT 44(MAYBE OMITTED IF(1)MOTA15 16 UftP CENTERLINEOF 51EAM LLV (1)HTTIfo LLV(18)lrvd (MAY 5E ROTATEP
IEPGI1 NAILING EACH ENP AND FROM eLOCK-TO BLOCK ACROSS EA Tft$$) 3lx3xI,`W�,IASHIER 4 NUT. 1,SO' TO CONCEAL,FLANGE,)
FLOOR TRUSS OR I-JaST5 EACH PLY. Z
ATTACH 2ND FLOOROTUD5 To UPPER FLOOR STUDS TO'OILER 77 1, 1
loci 0 6110/0 FROM
APA OR Taco RATED CONT.2x4 TO 2x4
5ZAM LU/40"LENGTH(.4011 IF BEAM WITWI 40"LENGTH OF CS1 ro e-TO-5TUt?CONNECTOR SHEATHING W1(1)ROW OF 5LOCicaNa
rLpoR PEFT�4 P. 16")OF C51 r (2)0 2 SYR TOP ft. STRAPPING w1(IVI0d/F_ND, SCHEDULE FOR SPACING ATTAC�4 FIN OF WINPOLU ad NAILS VI O.C.AT TOP HORIZONTAL 2x4 SIFF
PTRAPS 0 32" O/C W/(11)10 FASTEN W(2)ROWS lea I (INTO F?-'S)AND BOTTOM
CONNECTOR(SHEET STU TO Hl:)R /NAILER QT1QN oLocKINCs 5%�N TRUSS
14T FLOOR 6TUP$'OR FLOOR FLOOR STUDS OR LOWER FLOOR TRU$S-TO-le AN,:, / fli _J <11
eVENP (CENTERF-0I ON FL-OOR 1211ola LLV MIN.(12)led IN CENTEREP ON FLOOR SYSTEM
SPF STUDS Q8 WCOD-Tis RODS 0 4'olr- (INTO HSAPER),NO SPH'6 ttl
,�T$TSM�OR Q55 WOOPITis LAP(UN.O-)MIN.24"LAP 2x4 02 6FF NAII-ER 11 REQUIRED LU/UPLIFTS UP ROOF SHEATHING
' RODS 0&'O/C(4'O/r_0 TO 10000/TRUSS. IF TRUSS <--
INTERIOR WALLS).' CONTINUE 5PF STUDS
ALL JACKS TO HEAClER, JACK AND KING STUDS,
QUANTITY/SIZE/GRAPE/6PECIES EACW TRUSS MUST SE
OF$TUP COLUMN SPECIFICATION SHEATHING OVER 5PF STUDS HEADER�6)10d IN JACK. ON STRUCTURAL PLA,L CONTINUOUS 2x4 S"02 U.V(3) L-_AM
CONNECTED TO THE .13lx3"NAILS TO EACH 7RJSS CONNECTION ALTERNATIVES
02 SYP FIT EWTTOM fe w/5PH4/&/S 0 1/2"0 x 4-4"0115EPMENT UZP31E 11 WEAIDER SEE 51 r
APA OR TECO RATEP MSTAia W/6rP)lod IN QUANTITY PER CALLOUT UPLIFTS EXCEED 1000� WOOD BEAM _J
ON'5TR,UCTURAL SHEET(51 OR -A
62)THRCUSW FLOOR SYSTEM TO OR WOOD,Tfs RODS 2 9?'o/a L �_�- ----- ---- - -- ----- -----
FOUNDATION AND ADD(1)C61�& ANCHORS 29 F-PDXIEP ALL ENGINEERING SHEET. TRUSS TOP C VERTICAL. 4 1/211 z q
THREADS 0 32"O/a Wt 24xl/a" SOW WINDOW WORD NAILS To INTERMEDIATE
PER PLY ACROSS FLOOR WASHERS OR WOOD-TIs RM5 0 FASTEN APJACENT 5LOCKING,APP(1)M$TA[a 7-
fpY$TEM(OR.WOODaTla R005 112110xill EM5E0 AB.w/21'x2`xI/6" 4.�olc_WCOD,Tle RODS * FASTEN ADJACENT KING$ KING$ANC)JACKS W1 e2) STRAP W/(1)lod/aND *1---A (3)ROWS OF 10d NAILS a
CONT.70 FOUNDATION). WASHER AT 32"o/o OR 10"0 WCOD4TI9 INTERIOR SHEARJIALL5 ADD AND JACKS LLV(2)ROWS ROW$OF loci is War_ HEEL/rEND VERTICAL SPLICE (CONT.2x4 MAYBE . .1
ROD$ a VoI4 W/SHOT PiNS a 24"0/a EITHER 24"olo SHOT PINS 29 l6d OF led 0 011or-I W0004TI5 ROL),ADJACENT OF:7RUS$ OMITTED 113(1)MSTAIO IS USED 40 O.C.STAGGERED,I SHOW11t EA PLY,
CASE HARD NAILS 0 10"o/a To KING STUDS EAC44 SIDE FROM 5LOCK-TO BLOCK T 1/4"OFF 4 OF 2xC7.
OR Irod CASE HARPS 10 10'1'0/0� OF OPENING �! W-O" ACROSS MA TRW$S) (1)ROW OF led NAILS S(0 C.C.
I STI STAGGERED,WIT44IN 3/411 Of' _V
1/16'APA.OR TECO RATED CENTERLINE OF 2x4 <1
.0 ALL JACKS TO BOTTOM OPENINGS GREATER THAN
fEs SHP4/6/6 PER JACI
ANCHORS AT 46" O.C.OR SHEATHING W(V/9"O/a ad NAILS 41
WUSM 1/2"0 OR 3/5"0 BLOCK ALI-PANEL EzPaEs. -�11 q
0 2 1/2
FINISH 4 _-4 N
WI,4 x WIA WWF V4"O TAPCONS AT 32" OZ.
OR P15ERMIRSH
WATERPROOF 'ALL CONCRETtl MINIMUM TRUSS-TO-e CONN
nee"I COMPRE62IN9 COTING:(SEE SEE TRUSS SCHEP43 FOR ! 7
$TRE�NSTW a 20 DAYS,# L TYPE(DTL A 4 a/STI)
FOOTING TO BEAR ON UNPISTURBEP Soft- L A- TTIP FOUNC)ATI ECTORs DOUBLE TOP III!OF WALL 1/2
NOTEI MASONRY STEMWALLMAY BE USE:) IN LIEU OF MONOLITHIC FOOTINCI, INSTALL ANr_HOR SoLT$ DETAIL$) 07UPS SHEAR WALL
6122 U$El?)WITHIN all 09 BEARING WALL F.NPS ANP WITHIN D' Or DOOR OPENINGS IN 52ARINa *2 SPF OR SYP CkECKED LAF
WALLS, SEE TYPICAL CONCRETE SECTIONS FOR IRMENFORCING AND DIMENSIONING OF FOOTING$. 5UILT-�P COLUMN 5CALE 311ro
T 1112N-AL MIAL CONNECTO =2*TT2 ANC140RING E= =026pr_ OR SYP 2x4 J PLATE 1-4raTS. UP TO W-1 1/6" E*2: SFF OR SYP2x&
M BRACING OF TRUSS PEEL%5 5UILT-UP COLUMN SEE STRUCTURAL FRAMING PLAN FOR NUIM5 5UILT-UP COLUM -. a/15/02
PLATE PGT67. UP TO 12'-1 1/5" ER 1 01.111
MULTI -STORY TYPICAL WALL SECTION TYFICAL OEENING FRAMING DETAIL UN.O. (OVER 16" TALL) AT SHEAR WALL5 FASTEN WALL$PgATHING-TO-POOT W/MIN ad's PLATE �4GTS. UP TO 2 J05 NO. 5TAND A,IRID
1/211 , V-011 11,211 X V-011 1/2 V-0 12- O/C OR GYP$UM-TO-PC5T LLV MIN r7d's a
aMiaAL CONNECTIQN52_LTI�12
rQLUMNS� STU MULTIPLE PLY POST CONNECTIONS
TFFU69 iBOTTOrl CHORD,MAY TOP PLATE MAY BE E=_ffTSZ
BE BRACED UITR EITHER 1/2 z I
(1)WOOD#Tla ROD ADJACENT To STUD POST IF PORCH BEAM 15 .0
NOTCHED TO ALLOW PORC44
THE Ix4 MF_Ti4OP OR THE! CONVENTIONAL LUM5ER(2x8l,2xl0,20,ETC), (1)WOOO#TiE IWD BEAM TO 5r;LET IN To
BLOC4WI ME71-100. EITHER ADJACENT TO EACH SIDE OF POST IF PORCH BEAM 19
ROOF SHEATHII Oup)-oRTEv F-PaE METHOD 15 APIEQUAT3ANP ' WALL PROVIDED T44AT(I)
ENGINEERED LUMBER(1-51L,LVL.PSI-,ETC.) 2x4 02 SPIX FOOT IS APPi2P
NAILING PER PLAN DOE$NOT DEPEND ON THE
OVEIRWANO 011M�Nslorlt SZE Tft$$ENGINEERING FOR MAX TO EACH,SIV)3 OF PORC44 DETAIL TO el!FQLLO�LeP AT ALL The WOOD"TieAnchoring Rod&stem con6istof'vertically oriented'A"diarrieter,A307 threaded steel rods IF
LOCATIONS U-115R.3 EXTi�RICIR WALL secured to the foundatioll via=embediatem,of not less than 4-1/4"into 2,500ps!conexete with an edge
0/0 SPACING OF 5RACING-6E3 BEAM TO$UPPIORT TOP 1E.
NO.2 STP 2x CONT.TO Tft$$ 9 PORCH 15EAM MAY Be NOTCWEP IN APPITICN,,el)WOPITI& RUNS BETWEEN To PARALLEL I distance of2"(P when 2X6 framing is lased)and secured with Simpson AT Acrylic,-Tie two-pan epoxy,or
H-1�36"31 FOR ADDITICNAL TRUSS
11 1/4" MAX TOP PLATE LLV.l3Ix.3" - MATCH BRACING INFORMATION. AROUND TO1"FLATE Fll��OVIPMD Roo SHOULD Bir INSTALLEP ROOFIFLOPIR othortwo-part epoxy with equal or higher allowable tension loads feirthe identical appliI;ation two-part epoxy.
The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate
-BOTTOM CHQF2P C)F TRUSS EDGE NAILING SPACING OF THE TOTAL DEPTH OF T143 15EAM IS TO EACH SIDE OF PORCH -,* - M
(UP TO 2xl2) 6HEARWALL SHEATHING �S-1/4"UNLESS NOTED ON THE SEAM AND(1)M5TA24 with a 3"x3"xiOga or liS"thick steel washioandniawlacre it secure&the pIawsa&ainstvQrtical movement.
op .00, (EITHER V'ola OR 3"o1c). STRUCTURAL SHEET$1 SHOULD BE ATTACHED To
I he Inut should be tightened until the washer shows the slightest example oftlefiennatitln(about 25 lb*ft of
Ix4 SYR CONT BRACING (1)SIPS OP EACH TOR e torque). At exterior walls,one WOODI'Tie rod should be installed at each comerpost-on the side ofthepost Af4 Q&
SHEATH TRUSS CLOSEST TO W/(2)led TO EA TRUSS, CENTERED ON THE JOINT, 2X4 02 5" with the overlapping upper-most top plate-and at not mofe than six feet on center that after.Openings
INTERIOR WALL LLV-1/16,APA k DO NOT SPLICE - OVERLAP :.:- - z
TE(,'O FP_4TE0$RfIATWINe to V. ;J% LEDGER w/ greater than six feet in length should have one WOOD*Iie rod placed ateacil side ofthe opening,At interior
UW 6d JOIN'rS MIN(2)TRUSSES e4)j3I X 34 .......
Or-AT ALL EP.GE5 AND 12- Or-IN NAlf. POST TO TO EACH walls,one W0QD*Tia r�>d should 1�e installed at each comerpost-on the side ofthc pea with tbe
overlapping upper-most top plate-and at not more thall four OLIat on center dlereafter. Additionally,Soo
I HE F =LOCK ALL r L
VINYL SOFFIT FORC14 HEADER INTERSECTING other hold-down is present,a WOOD*YYe tod should be placed at each end of each&hcar-waU segment if the r
FOR 54TNIG 2 OW BELOW). SWI "N1,0 3/ag APA PORCH BEAM, YP TOP E W/(1)ROW OF TRUSS end oftho segment does inot coincide with a coraerot operting. for two-stoly walls,walls ova III�igb,or
EDGE OF 2x NEEP NOT BE .1.31xa'NAILS 9 2' MEMBER - certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to
rIATCH NAIL,PATTERN SPECIFIED r L 2x4 62 S'
OW2 WALL6 ONLY. SHTN15 wl roll SEE C/C. USE UlHr_N
MUSI4 W/EDGE iOF TOP fl!'_ FASTEN SOFFIT TO c/o od 5Tf:!UCTURAL BOTTOM NAIL$ a join two or more picoes ofrod togethcr to croatc a contimios path fmin top plate to foundation.The coliplcr
N4 NAILER w/N)led hould be low-owbon steel with a cr��-sootional area ofnot less tban,20 squalv Inches,ideally 1114"long X 5�4EET
a EA 16"OIC.STUD
2x FASCIA OR OR ad TO Ix4 SHEET 51 FOR CHORPS ON EACH
MTL FA6rIA THft.--""7 fo M.Ax )VER I NAILER 4 2x MINIMUM SIZE. DIFFERENT TRUSS OR H116".Fach rod should be thrcaded not lesethan'A"into the couplerand the two rodsshould make Qontact at
SOFFIT To 2x "`R45TEN,CHANNEL TO FRAMING, FASCIA BrEl! PETAII.A/o FOR STUD HEIGHTS ON LECIGER oraouthcrniddle,ofd-Locouplerand be tightcuodso as toptuv"thomovemcatofthe col.1plerorcitheir
FASCIA w/ SIDING OR MA901,1ARY VENEER w/ #11r SIZE/5PACiNCs n0UIFMMSNT& OPPOSITE TO threaded rod. 4 -1
NET 0.4. MET 0A SIDES OF BLOCKING, At exterior walls,APA orTECO rated sheathing,or 5116"llardi-Panel shouldbe appliedto one side ofthe
AFIPV'P FASTENS"MAX 060 ola.
WaIlA An additioa rowof8dnails(6dwith Hardl-Panel)should be placedatV o/c into the top plate
SHEARIIALL(SHEATHING FASTENERS is HANG 12EIA F UIALL. assembly in addition to any other nailing specified for securing the sheathing to the fiame 0
MAX(01 o/o. . IL OS
CONNECTORS PER P1 OVERHAN��i OVEfg 16"NET TOE-NAILS At oxtorior wall applications where the WOOD"'Tie AnchoeMg Rods are used to a)resist roof uplift,b)resist ST
gy&R�4 I DETAIL FQ eQHLH_(:LN1_G N-01 EACH overturning moment�,c)resist lateral wind loading(perpendicular to the wait),and d)distribute shear-wall
SHEATH PORCH CLNG(S)W/ STUD POST - 1piq 2x4*2 S"POST 2x4 02 $PP I 5LOCKING To
C2yERHL4N(_1z8 12!kL�M 3/6"ARA- RATED SHEATHING PER PLY OFF PORCH 9$EAM FOR 5LOcKINIcs z TOP PLATE loads(parallel to the wall),additional intermediate shear colamc1ors are require&The intermediate shear
w/&"112"ola&d OR ad NAILS. CONVENTIONAL LUMBER 2pIg 2x4 24" O/C. OF EXTERIOR connectors may be either W'diamemir X 41/4"embedment tbreadedlepoxied rods or V2"diamewrX4"
5LOCK ALL PANEL EDGES. 02 SPIC PICST PER PLY QF PoRr�H WALL. enibedment Powers Fasteners Blue-Tip Wedge-Bolts,located at ornearmid-points between WOOD*Tie
BEAM FOR ENGINSIEREP LUMBER. AnchutingRude,butinno case morc than4g"from any two anchor combinations,or 11411 diamctcrX 11/441
EXTERIOR erribcdmentTapCon anchors oT.163"(or larger)diameter X IV?einbcdmentpowa-acmatcd fasteners,
WALL
CONTINUOU5 WOOD 5R,4CING located at or nearthird-points between WOOD*TieAnchoelng Rods,but in no case I'llore than 32"ffi)m any
THIS INTERIOR SHEAR WALL DETAIL 19 INTENDED,FOR U6S IN AREAS WHERE THE two anchor combinatiallL
$HEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 16 AN ALTERNATIVE TO At each side ofthe shoe platojoint,any one ofthe four intermediate shear Qonnlectois outlined in tlae
CONTINUINC*_AHSAR WALL FRAMING A15OVE THE PLATE I-INS TOTHE ROOF PaCK. IF THE HOUSE 15 TIEP C)OWN USING preceding paragraph may be used W secure the plate and prevent borizontlal movement Tilt shoe-platejoint
N -PINa6 MFER fitstenershould be locatedwithin 6"oftheicLat
FCRC�4 BEAM 10STJO ICONVENTIONAl-STRA TRUSS BLOCKING -4
ALTEE�NATE INTEEICR SHEASWALL FRAMING TRU55 5RACING 4 QVER�4ANG ALTERNATI TO THE 51 STRUCTURAL,SHEET FOR The typicalmuximum allowabic teasionload fbr�ach unitis 3,6?541 atinteriorlocutiolis and 2,9434 at
VES V_�Tl LUL TAI L PORCH BEAM CONNECTION exterior locatiorls.when itl8talled as dfsigne1 Wien a 3"edge distaTice is Lised with 2x6 framiiig,*e typical
DETAILS. DETAIL maximum allowable tension load foreach unit may be inxi-asedto 3,4994 atextedorlocatioas.
1/411 IN It-011 1/211 2 11-011 1/211 2 11-011
6 E
-OR
r
TOP
ALIl I
S Mao
(2)2.4`l; SYR
C T
'ILL yp�
IL 11
WASH.
;_24'-OIC.
!_4 WWF LL
I -
lap
STF ENS
rllzz
164L( Fcir5tljtl� lc-� -
e
TPIS DOCUMENT IS AN
GENERAL NPT96.._.- Of:
FOP, OTHERS FOR CON-
C00 STOP LATH AND SP-8 6TI FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT
STUCCO COFNE 14" CONC SLAB W/ eX&x1ollo wwF AS TITLED BELOW.
14" CONC SLAB W/tPXd&XI0110 WWF STOP LATH AND 15EAD V BE W I OVER 6 MIL VAPOR 15ARRIER OVER INFORMATION r.>5f;ZIVEI:�
2001 FLORIDA BUILDING COOrE (Fec) Ovr=R & MIL VAPOR,BARRIER OVER SLOPES/4" X 12" STUCCO CORNER SEE STI FOR VERTICAL WALL CONNECTION, FINISHED FL I CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT
ASCE
ISS1 NDS CLEAN, WELL. C�OMPACTF_r,>, TREATEC� PILL 1EXP.JOINT I AT GARA6E DOOR. MEAD I" MELOW 4�CONC 6LAE, W1 6X6XI0110 UXLr- MAY BE USED CAN NOT 15F_ USED FOP,
FIN16PED FLOO OVIER& I"111-- VAPOR BARRIER OVER As BRICK LEDG OTHER LUOt:;,i<S UNLESS
CLF�AN, W LL COMPACTED, TREATED FILL
VARIES R\i: F1 SLOPE GRAD 4UT�4OP-1ZE17> IBY TI4E
tl
4.� Z. -J, 4" CONC SLA5 W/&XroXI0110 WWF SLOPE .-t (I�#4 RESAR CONT. a HEADER COURSE r=NGINr=1_=R LUITHOUT
GENEIRAL-, - I= -
0 1 DIMENSIONS AIRE I
OVER 6 MIL VAPOR 1BARRIER OVER CXRADE L W_ INFRINC%5MENT OF LE54L
CLEAN,WELL COMPACTED, TREATED FILL LtIRDISTANCES I I
A-DesTer Is void after two �eare from Original date of Issue, unless vpdated to acceptable code$ and practices at that time. 41f I STORY rp-IMENSION6 ARE
11,C)o not scale, Use aTrnengtoms from the Arc-h1t,9,=tUrAI PIAn� Notll`� aril�Tmeer fmmaenflAtal�j If clTscreparicires Ar& round between plans. r CLEAN COMPACTED I MIN. r_>fSTAN
Q
2 STORY
C-All cletAlls sholl be let accor<!;Iance with instructions from manufacturer or designer. SAND FILL --.z E tZ R I P�IT I(::>N
contractor. C I STORY W1 2 OR LESS COUPS5ES,
0-All temporary shorIng that] be the responsibility of the ONT, - I-STORY rOUR STEMWALL 60LID OR USE 10"40" FTN6
(2)05 OR e-S)14 CONT.- 2-STORY I
1111 =11 �I _6 MIL VAPOR BARRIER MRICK : I
lilt— -lilt I (TYP.VEFMCAL REINFORCEMENT), 04 DOWELS
111 0 CORNERS 4 4V'c1c- THEREAFTER - BEND
A,This design has been completed in or r-K ALL DOWELS 0 TOP 4 BOTTOM,EMBF-0
E-0-UNQ TIONg I $TORY� #M4 W/ BRI
-cordance with Pertinent standards, recommended ci�se;tgn soll parameters, and accepted! T mimmum v� INTO FOOTING /12" INTO SLAS
e6ROUT AL-L- CrEI-L-9 W1 R15INFOPC]EMENT)
t� matioit avanai��ie at the time or complstion. The desl!gvi Ts Intencice! '1`2 ST!�RYI MA�4. STEMULIALL, PEIGHTt (5) 4
,:�Tne,srfi,IQ cfeelj;5n prccedures, and to basee on the J=,ast TtIr r
to mInTm;zz dItFerentfal movement resulting From the heavIne of expansive soil or settling Of subsurface It Must be reCoeniZed W10 BRICK 12"WIDE w/(2P4 WNT� e" COURSES'LUALL6 > (5)all E00TIN0&ZE
W1 13RIC-11, 2101"WIDE eINC4_U0tNG LEC*F-)W1 tS,*4 COURSES WIGH REQUIRE WIO 15RICK 16"W W1(2,P4 CONT.
that Foundation components will undergo movement. Any subseluetit owners shall be appraised of the soll condition end advised to TURNED �)OUN EIDGE 2 ATQRY - ADDITIONAL ANALYSIS 4 Wl SRICK 2ONa"W1(3,04 OR e2)05 CONT.
maintain good practices In the future with re�jard to e1jrFace and sul:psurface drainal8e, fr4mlngoP partitions above floor slabs, and W/O BRICK IIV W161E W/(3)'4 OR(2n G04T. REINFORCEMENT. "rrop_y
Finish work above the floor etc. W1 5RICK 241,01>8(INCLUDIINa LEDGE)W1(4)04 OR(W05 W/O BRICK 20"xi0"W1 e.1014 OR(2)05 CONT.
r W/BRICK 24"xl011 W1(4)04 OR(WIS CONT,
21!2n ,�Cj$ been based 04, a f1On_eXp4n$A
De, IVS $011 with an 611Cwal:;le soll lc�e6ring c4pacit� oF26W pat Arstfve BFPz SO pcf (level iz�ackslope).
C�Backf-ill adjacent to fourid4tion wa lie sha 11 not be P14006 until the W4 Ills fiave sUFFICTent strength and have been anchored to the Floor TYPICAL FOUNDATION DE!TAIL TYPICAL FOUNDATION DETAIL
6�stem above or Addluately braced to prevent damaee to the wall.
D.Refer to the Geotee4vica I Emelneer's report for all soil requirements For this site.
I-All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall.
IF,The location of fcundation jo!�s, steps and top of wall elevation$ and connections are critical to Foundation performance. These Items 4" CONC OLA15 W1 OX6XIOAC UJO SEE STI FOR VERTICAI_ WALL CONNECTION.
are 6howrf on the plans but may change during the actual construction. As a result, this cleslen can mot address proper foundation OVER 6 MIL VAPOR BARRIER OVER # MAX 2 COURSES
configuration unless stated specifically on the drawings, CLEAN,WELL COMPACTED, TERMITE 4" CONC SL04B W/e1X&XI0/10 UxLr- EE 6TI FOR VERTICAL
TREATED FILL OVER 6 MIL VAPOR SARRIER OVER F) In" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. ALL CONNECT109
CLEAN, WELL COMPACTED, TREATIF FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR
0 STUCCO CORNER VARIESt MAX 5 1/211 (HEICsi-ITS Excep F W5
MK_AETEr L DING (004 CORT. IN 6OLID GROUTED Builders
24' WIDTH REO ADDITIONAI.- ANALY61S) U-51_0
BEAD I" BELOW CK COURSE
VA
A,Detail reinforcement In ear-ordarice with ACI 31r:�-SO (Revised 1118a), etailtng RIES FINISHED FLO TYPIrAL SLA5
D Manual, Mielmim concratecover for reinforcement —lilt— 14" CONC61-AD W/6x6x10/10 WWF FirstSource
CLEAN,U) LL COMPACTED, TREATED FLL
shall be as follows: OVIER 6 M;L VAPOR IBARRIER OVER
1) Concrete cast against earth 3" 71rP. VERT. OfJacksonville
-6> MIL "F`OiQ_ IBARRIER R5 INF.
ill, I I LOPE
2)Formed concrete expp�sd to earth or weather 1-1/2 Design Center,I no.
GRADE
Nil'
3) Interior slabs, walls 314" 111 Rd I I IE� �i
a CLEAN COMPACTED YPICAL FOOTING - SEE I/ST2 FOR
_—Z — a 0 _� -- — 550 Roosevelt lBlvd
desle4 6trttneth of concrete used For foundations and slal:25 shall be,25"PO 0 20 days. (D04 CONf--- SIZE/REINFORCEMENT
SAND FILL
C,RsTnfOrctng steel sha It conform to ASTM A615, !@rads 40.
Jacksonvillts, Florida
0,Longitudinal reinforcing in walls and footinies "It be continuous at corners and Intersections. Matching cormor bars shall be used. ri 1 52244
—I I I F=
MI-rilmom lap or.r(alnForctog "it be 40 bar aTameters, but not less than 20".
Tel SO4.112-6100
F-All concrete opergItTons, including but not fl&mlted to mix design,irtxlne, transportlng, placing, reinforcing detalltrigAMd plaalri4a, Curing, TYF=ICAL FOUNDATION
and testTnQ shall be done in accordanc-e with the requirements and applIcAtIon OrACI 301-84 (8EO, ".Specifications for Structural Concrete". STEP DOWN lDIi-MN6ION6 AR Fax SO4,311-2835
NON-LOAD BEARING TURNED DOWNEDGE
A-Frarring lumber shall be as follows or better. fOUNDA�10N AT GA FRAGE 2 FOUNDATION AT GARAGE
I-Joiets Provfcledb� TrusJoltt, or equivalent.
EmeTnesred esame Provided by TrusJoIst, or eclulvalent. 411 CONC SLAB W1 9>XJxI01I0 W.Up
Plates li:2 SYP IS51", M.C� OVER 6 MIL VAPOR BARRIER OVER
StVd6 *2 OFF 1'5% KC. - T�pfcal - Unless Noted Otherwise CLEAN,WELL COMPACTEC), TERMITE
TREATED FILL HEADER 151-OCK OR OVERLAP SLA5 RECESS $1-455/4" FOR
Stud Grade SPF IS% M.C. (2x4 Lip to V-1 1/6", one story residence only except partially enclosed structures) FORMED 4 CAST 6 TPRESPOLD 1, 6)
8,411 nails ehall be type WC4*monm unless rioted otherwise. Options to using common MaTI6 are as foliows, STEP DOLUN 1-1/21, D15PTP v STUD % 1 114" (FROM
I2d=I0d20.13I"xV' (Sun Nails OUTSIDE FACE OF BLOCK)
'66 SLAB 5/4" FOR SGD
86-0,OSS"4 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing Is reduced by 1/3, IE., ad 0 9,11/121101c becomes 4� n 7.
It 4" CONC SLA5 W1 bxroxlolio W ---------:------ Tl I I
114" 6 4"1Vo1a,)
OVER & 'MII- VAPOR BARRIER OVER
TYP.61-AS
C-U.1here mot otherwise shown on plant,, all nailing Or screwing z
shall be as Indicated In the current Florida ISullding Code, ASCIF -I-Sa, TYP, 61-45 CLEAN, (LIELL COMPACTED,TREATED FILL 211
ancilor ISSI NOS
referewicedabove. All sheathing must be railed or screwed 4 adhesives SWALA. NOT be used In place of nalllng�
0-Meta I connectors to be provided by SIMPSON. Alterma te connectors w/ equTva lent or higher allowable loads may be used in lieu Of YFICAL FOOTING CLEAN COMPACTED
I I PHI I I 1___1 I SAND FILL CAL FOOMNG SEE I/ST2 FOR
SEE I/ST2
(2)04 CONT. - I-STORY 7=1 11 * 0 — I I I SIZE/REINFORC.EMEN
` ;_iructures), except as noted on Structural Plan. I I I REINFORCEMENT MI I A I I I
(all (2)IS OR (,S)P4 CONT.FOR
E-All exte'r-l'o' r walls to be sheathed with min. 1/16" 0A.B. with ad * 611 o.a� along panel edo,�es, I^" O�r_ 1�1 field with partially enclosed FOR SIZE/
2-STORY
F,EngIneered componet6 (trusses, I-Jotst, atc.) shall be Installed per manufacturers epecifiCatlonis 4 directlos. 'I ATnOPY
IIII I A
TYPICAL- FOUNDATION
-ontinuous lateral lorace4 shall be diagonally braced per Hlf.3-Sl spaced not more then 16 feet or-. and.
Cl_All permanent bracing of trusses with r C�
not more than 4, From end -of continuous lateral brace,
T2 STORYI)
0-TEE 9 L INTERIOR 5EARING
A�Det,All, fabrIcate, and sre�:t steel according to AISC 12 5TEMWALL STEF FDOWN )L F0UNCD)__AT FOUN[D. AT
for the Deslen,Fabrication, and Erection of Structural Steel Bvileffnes", leth edition.
8.6tructural st6sl.shaill be- _J
Except as below 4STM-43ro LL
Pipe ASTM A53, Type E or 6,(Sr, M 411 CONC SLAB W/&X&x1olle WWF
Tube ASTM A500 MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER WOLD HOP.15L< W
G,All sha 11 be A501 umless rioted otherwise. CLEAN, WELL COMPACTED,TERMITE TO OUTSIDE
0,All weldine shall be lc�� a certified welder. TREATED FILL
5" MAY VARY TYF.SLAB LL
(6EIE FOUNDATION TILE —HAND TOOI_ ALL C4NTROL JOINT
TOOL P DEEP WHILE CONCRETE 411 CONC� SLA15 W1 dr7Xdbxl0/10 LLILUP
A,Concrete bIock shall have 4s mInTmum CoMoressfve strength, r'In or 1W FW. Masctir� thall be laid Lip uslrie t�pe 6 mortar otil�. PLAN) 16 WORKABLE OVER 6 MIL VAPOR BARRIER OVER
I FICLEAN, WELL C4MPACTED, TREATED FILL >
An� maooiir� In contact With earth shall be groutecl full. Grout ehall have a minimum compra6tive streneth of 3000 pit
Ons OF the latest applicaL
13,All Concrete ma 6cnry operations, shall be done In accorclaiolce with the provieT -�le recommendations OF the
7
ACI Manual OP Standard Practice. T`-7
-4— 7-
C-Lap all vertical reinforcing a minimum OP 20".
0-Proviae fic5rizontal joint reinforcing at Iro" oz. vertically. Reinforcing wire thall conform to ASTM AS2 aricIASTM 4161 TYPE 304. TYPICAL FOOTING - SEE I/ST2
SIZE/RP-INFORCEMEls T
TYPICAL FOUNDATION
6UNKEN 5HOWER DETAIL
CONTROL JOINT
FOUND��T 11110IR 5IL-1— 4 FOUND. AT IDOOF 5ILL
D RA WIN 5AMRW
STANDARD FOUNDATION DETAILS SC:ALE NOTED
DATE 1/11/02
A
Ill AIR$PACE JOe NO, STANDARD
(1)04 x V-0" OVER
oPLASPIN6 MUST PA66 Ti4ROU<sP V'xS" CWASE IN TRUSS DETAIL5
BRICK VENEER 0 A LEVEL BELOW F1
9
E><TEND FLASPING BELOU)SHOE FLATIii: CONC,BLOCK STEM
SLOPE ---------- WALL.
EXTERIOR LUALLS HAV5 THE EXTERIOR METAL OPZP�ASTIC GROUT SOLID GRADE MI1111,
- FOUNDATION. eF:,oLr) L SPING
Foundation Note; SWEATPIN(S FLUSH WITH TPI= �1�
FULL ALL INTIERIOP, WALL DIMENSIONS AROIiND plpE I If,)
6ROU
CLEAN COMPACTED IF( J7
14 1-.W'.', -,�,J, ,"42
FROM OUTER EDGt 61-.45. WEEP HOLES 4611 O/r� T SOLID
Wcool vertica I constructilOr AROUND PIPE
SAND FILL
5/4" (NOMJ 6TUCCO OVER LATH 4t PAPER
8" MIN, DEEPEN
TY
Z
5hown atop Foundation 114" GAP 155TWEEN SPEATHIN5 4 CONCRETE FOOtIN6 0 CPAsE -Aa Iq iNr/I 1s®r,
TYPICAL FOUNDATION PICAL FOOTING SEE I/ST2
TION AS P
< LOCA 50'D To FOP,SIZE/REINFORCEMEN r
PRO'VIDE PROPER
Z fil
eta ils, for clarit� , wood _�TUCCO STOP GRADE FOOTIN(S DEPTH.
JJ
CMU/ 1CF or other etructura I LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN 15RI UTILITY GHASE UTILITY GHA5E
IBLOCK VOIDS AND/OR HONEYCOMISS :P
vtmtp 14 FOUNDATION
ver t I c6 WALL Wit-IORTAR OR
GP -
F" 'OU"FILL. SOLID FROM
FOOTIN6 TO UNDERSIDE OF
acceptable !aee STI For PLASPINC% < 4 FILAN
STUCGO DETAIL BRIC;K IDETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SWEET
THESE DETAIL
5 ARE INTERC HANGE ABLE WITH THE THESE DETAILS ARE INTERCPANGE415�E WITH TPE
STUCCO ADDENDUM BRICK ADDENcwm STEM WALLS FOUNDATION DETAILS, MONOL,ITWIC FOUNDATION DETAILS 5 r 2
61-4EETS
17/
"OTE0, TR
�t'CLEAN,L'
jr
,ANr
. .............
ULj
X
Esrq%OSITO ,
aq aq 19
Cheek z
0
X S LU
IF r a n C di S 0 V 1) it I e D & I--
z
Assoc .
U_
Inc . C3
nci * Ile Beach
Fra * s Cove Road Jacksonvi
Architects Lu
_ 0
Duval County, Florl* da LU
4640 Southslde Blvd, 0�
suite 502 W
Jacksonville, FL 32216 r)
(904) 641-6649 LU
Z
LLJ
<
Drawing Index I CJ
r
Sht. No. Drawing Title _r
Al Title/Index FL 564
fie'e' k
A2 Architectural Foundation Plan Fred R.
A3 Ist Level Floor Plan
A4 Not Used
AS Bui'Iding Elevations
A6 Building Elevations
A7 Roof Plan
A8 Ist Level Electrical Plan Ca
A9 Construction Details
X
LLI
,41515 RE V I A T I ONS Building Code Summary
PROJECT LOCATION :__3 lu
Af5v A5OVE FLK FLOCK 5PLT5 SIDE LIGHT5 CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY Ca
AC AIR CONDITIONER FP FIREPLACE 6G0 eLIDING GLASS DOOR C�
AFF A50VF_ FINISHED FLOOR FIR FRENCH DOOR($) 6H (2) eHELVE5 (QUANITT) ZONING CODE-THE FROP06ED STRUCTURE COMPLIES WITH THE REQUIREMENT5 OF CHAPTER &5&, ZONiN5 CODE FOR LU
AHU AIR HANDLER UNIT FXD FIXED 5HLUR !SHOWER RESIDENTIAL D15TRICT5, INCLUDING MAXIt-IUM BUILDING HEIGHT OF THIRTY FIVE FEET (35,), tu
5L< 5LOSI< FXT FIXTURE T.B. 70LUEL aAR
CAE!6 r-A51NET5 GL5 GLA55 T.PJ-4. 70ILET PAPER HOLDER Duval County Wind Speed Zones > 5 <1
r-LCs CEILING H5 "06E 515 T45 TU5 ana SPOUeR ZONING CLASSIFICATION.
CHR SHAIR RAIL <5 KNEE SPACE TEMP TEMPEREP
r-OFr COFFERED LAV LAVATORY TR TRANSOM 111� MF11.
105 MPH
WIND I-ONE: 110 Mf=W 15 MPH 19, MF;4 (WINP-15ORNE PE15RI5)
COL COLUMN LT LAUNDRY TU5 VOL VOLUME I I I I I- 0:= - Francis Covr�i��,,,,
COMP COMPRE65OR r-1FR5L MARIBLF WC WATER CLOSET
r_RN MLD CROWN MOULDING MC MEDICINE CA51NET wo WOOD -2001 FEDITION FLORIPA 15UILDIW3 COPE - FUEL GAS- 2001 EDITION
FLORIDA 5UILPING COPE. tu
r_VAr_ CENTRAL VACUUM 5Y5TEM MIR MIRROR LUH WATER HEATER
FLORIDA 5UILPING CODE FLUMBIN63:2001 EDITION NATIONAL ELECTRICAL COPE: 2000 EDITION :L
D5L IDOUIBLE MTL METAL WNCT WAINSCOT
VAG DIAGONAL OH OVERHEAD W5 WATER SOFTENER FLORIDA 5UILDM CODE MECHANICAL:2001 EDITION FLORIDA FIRE PREVENTION CODE:2001 EDITION
DR C)OOR OPNG OPENING LUASH WASHER
DRY DRYER OPT OPTIONAL
z
DISHWASHER R45 CLOTHES ROD and SHELF ASSEM51-Y 5USINF-55 EDUCATIONAL
1614
REF REFRIGERATOR
E5 EYEBROW FACTORY INDUSTRIAL
FL FLOOR LINE (MAT.CHANGE) -50AP D15H MECANTILE RESIDENTIAL fu
Occupancy
INSTITUTIONAL (UNREST) IN5TITUTIONAL (REST) STORAGE
0 Cal
Classification 9 IL
__TqA�:Z:A:RDOU5 MIXED OCCUPANCY N/A z
..............
R00f= A55EME3LY
O=EiR F`5C:.� 104.2.1.1) F.- INDICATE5 FRIMARY OCCUPANCY, 5; INDICATE$ 5ECONDARY OCCUPANCY
U `E
TYPE I TYPE IV (P) TYPE V (UP)
ROOFING 5YSTF-M- ASFP,4LT 5HINGLF=.O_VF_R HIGI-4 SLOFE ROOF (4-12 OR GREATER) 1�. U 40,
TYPE I I TYPE IV (UP) TYPE V1 (P) FC
57.1
A,
Construction 0
- 111 3 , 4 �i 0 4
TYPE TYPE V (P) TYPE VI (UP)
MATERIAL.: F15ERGLA55 REINFORCEID HVY WT A5FHALT ROOF 5HINGLE Type
LU/ ONE LAYER OF UKE)ERLAYMENT FELT. —7—MIXED CTION
CONSTRU
J054': 033a3
4U
z
F.- iNDICATE5 FRIMARY CON5TRUCTION, 6. INI:;)ICATF-5 5ECONL'�ARY CONaTRUCTION
FA5TENING REQ.: FOUR (4) ROOFING NAILB EACH 5HINGLE, PER 5HINGLE-= FDATE: a/l/03
SPRINKLE YE5 ENO
MANUFACTURF-R5 WRITTEN 5FFECiFICATION5
YES NO FIRE DISTRICT.
I gi 1i fiff Iff"
DRAWN: JAX
Building Height APPROX HEIGHT AFG; Il'-4": AN ROOF HEIGHT AF -5-
FLASHING REQ.: CORRC510N RE515TANT METAL FL,45HING5 IN57ALLED FIRST FLOOR A/C: 2,2)0* CUPANT I-OAD: NA MIN EXITS: NA MAX D15TANCE: NA
5EE 5HF-F=T F-IGHT (a). ............ Q
FER F_>E Building Area SECOND FLOOR AIC; OCCUPANT LOAD- NA MIN EXITS. NA MAX D15TANCE- NA
a
1016L MI.- LU
2,210* OCCUPANT LOAD. NA MIN EXITS; NA MAX DISTANCE: NA
LUIND RESISTANCE RATING. 110 MPH OR 6f;,EATEER, A5 PER A5TM D 31i�pl
GARAGE: NA LU
LANAI/PORCH. NA
ENTRY: 104 14 21I .Mles
LU
TOTAL UNDER ROOF- 2,3&2
Lot Area GRO55 AREA. 0000001 <
UJINE) ZONE LOCATION �14f= NT!5
FROJECT LIF=e> IN THE 120t-IfH ZONE.
A 0
z
(0 COPYRIGHT 2003 65POSITO, CHEF-< 4 ASSOC, INC,
PESIGNER HEREF3Y EXPRE55LY RE6ERVES P15 COPTRIGHT AND OTHER PROPERTY RIGHTS IN T�IE51E DRAWINGS. THESE PLAN5,DE51GN5 ANP 7,)RAWING5 ARE NOT TO 55 REFROIDUCED, CHANGF-F-) OR COPIED IN ANY FORM ORt-IANNER WHATSOEVER WITHOUT FIRST 05TAININCz THE EXPRESS LJRlTTF-N PERMISSION ANP CON5ENT OF ESPOSITO, CHEF-< ANZ� A550C,, INr__ NOR SHALL THESE PLANS 5F_ A55IGNED TO ANT PARTY WITHOUT FIRST 05TAINING SAIP LURITTEN P�ERM15510N AND CONSENT.
�7
'SE" 17 20 0.3
BY
LU
,5LAE3 NOTE5 A B C K�= 2
1, FOUNDATION IS DESIGNED FOR AN ASSUMED 4. HEIGHT C�= ALL 6TEP-OVWN5 SHOWN ON
MINIMUM SOIL 5EARIN5 PRESSURE OF DRAWINGS ARE MINIMUM5 and MAY VERY
2,500 P5F. IT SHALL BE THE CONTRACTORS AT 5UILDER6 OPTION AS RE(2UIRE0 BY 5pgm MO�)E_L x
REBPON6151LIT'r TO VERIFY THAT THE 501L SITE CONDITIONS
WILL SAT16FACTORILY SUSTAIN THIS LOADING. ENTRY LEFT ENTRY RIGHT Eswp%osito ,
5. VERIFY LOCATION OF ALL PIPING and '�,SEFARATION WALL
2. (4')2500 FISI CONCRETE SLAB W/ &x(o CONDUITS REQUIRED BELOWSLA5. SEE
)0/10 WU)M OR (4')2500 PSI FIBERMESP FLOOR PLAN FOR ALL F;1LUM5ING FIX7URE
CONCRETE SLAB OVER 6 ML POLY- LOCATIONS. C h k
RTHEL-ENE VAPOR eARRIFR OVER CLEAN 0
COMPACTED TERMITE TREATED SOIL (TYP)
3, VERIFY LOCATION OF ALL INTERIOR LOAD
BEARING PARTITIONS LU/ TRUSS ENGINEERING 501-4# LLI
DRAWINGS and PROVIDE THICKENED SLA5 e oe &
AT ALL LOCATIONS (SEE OF-TAIL) ol 2 5'-21 oe z
F-MINIMUM BTER ON DISTANCE A SKIC 0�
r-l>CDETAIL/6ECTJON NUM5F_R I
4' DENOTE5-5TEP ON OR LL_
\�'�DETAIL fPAC:;E NUM5ER RECESS IN (--CNC SLAB
0
DENOTF-i-SLOPE CONS Inc . I
SLAB 115' PER FT (MIN) LO
Architects Lu
V-0.
LU
4540 Southslde Blvd. 0�
suite 602 Cn
Jacksonville, FL 32216 C)
J
(904) 641-W9._ LU
F_ _1
% LU
L A L
7
Z7
-ONDUIT FROVIDE FVC GONr,?UIT,�
TO AHU 45 REQ TO AHU A5 IREQ '001
S
FAI
SLIF 5LF
FL Lic. o."A"AO
F 71 4
Fred R. Cheek
5L
31-01
NOTEH!
ROOF TRU55 FENGINMERING WAS NOT AVALA51-E
PRIOR TO 18SUANCE OF THESE CON5TRUCTION
IDRAWING5. VERIFY INTERIOR ROOF TRUS5 ca
5EARING LUM4 THE ROOF TRU55 ENGINEERING
PROIDUCEP 5PECIF[CAL.L.Y FOR THI-5 PROJECT.
Lu U-,
of ON
LU
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2114 21
S�_ co
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0 4 01 4'
1�4
0-1 N)
Ln IL
0
J050: 033a34U
�:)ATE: 0/1/03 z
14'-1 ON 14'-10' [DRAWN: JAX
ry
2 5'-4' 2 4' 15SUED,
LU
LU
r
LU
5EFA�ZATION WALL _j
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0
E F
A 0
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FOUNDATION FLAN. 1 /4 0
ARCHITECTURAL t-10NOLITHIC
(1) COPYRIGHT 2003 ESPOSITO, C;HF-E< 4 ASSOC, INC.
DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLAN5, E:)F-51GNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST 05TAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEF< AND ASSOC, INC- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINiNG SAID WRITTEN PERMISSION AND CONSENT,
-4 tv& 7ppr!;��
A B C
=?<
3 512sm MOPEL 3 52St! MODEL Esposit r--
r--
FENTRY L-F-F-T �eEPARATICN WALL F-NTfRY RIGHT Cheek z
50'-4' 0
25'-2" 0
LU
&
10'-1 1/2' W-51/2' z
51-21 (2'-0 1/2" ER
01 d'-- 1* 01 0L
Assoc . LL
2 0
Inc . I
3050 5�4 5050 6H 3050 6H 3050 SH
(C2 1-10 1/2, Hr.)R) (61-101 q HDRI) HDR) pDfR)
Architects Lu
LU
4UQ Southside Blvd, a
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UNDERSIDE OF DEC:<ING AND noin 24 in. widths. Vertical edges of panels friction fitted into "If'-shaped studs. ..............
TRUSSES, 4'-0' MINIMUM
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5/s' or 1/2' TYFE 'C' GYPSUM WALL 50ARD 5. Gypsum Board-Classified or Unclassified-Min 1/2 in. thick, 4 ft wide, applied either
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R-30 F15E5Z:3LA55 5ATT IN6ULATION 7HF_Rt,1AFI5ER` IN5ULATICN FIRE 5LOCXING
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6.Attachment Clips-Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in.
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6FACIED AS REQUIRED legs. Clips secured withType S screws 3/8 in. long to "H" studs and with Type W screws
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6A. Clip placement(Item 6)for separation walls up to 23 ft high. Space clips a max of 10 ft
J OC vertically between wood framing and "H" studs.
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6B. Clip placement(Item 6) for separation walls up to 44 ft high. Space clips as described
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DE51GINER �IEFQE5Y F=XPRE56L'T' RESERVE 5 HIS COPYRIG�4T AND OT�IER PROPERTY RIGHTS IN THE6E DRALUINGS. T�IF_5E PLAN5, DE51GN5 ANF-) DRAWINGS ARE NOT TO E5E REPRODUCED, CHANGED OR C-OPIED IN ANY FCF�-1 ORMANNER LU�IAT60EVER WITHOUT FIRST OBTAINING THE EXPRE55 WRITTEN PERM155ION AND CONSENT Or- ESPOSITO, CHEE< AND 4550C., INC:- NCR 5HALL THESE PLANS BE A65IGNED TO ANY PART-T- WITHOUT FIRST OBTAINING SAID WRITTEN FERMBSION AND CONSENT.
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Sht.No. Drawine Title
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A2 Architectural Foundation Plan Fred R. Cheek
A3 1st Level Floor Plan
A4 Not Used
AS Building Elevations
A6 Building Elevations
A7 Roof Plan
A8 1st Level Electrical Plan Ci z
A9 Construction Details C1
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,455fREVIATION5 Building Code Summary I
A5V AE50VE FLR FLOOR Sr-)LTS SIPE LIGHTS COIDE ENFORCEMENT JURISDICTION: DUVAL COUNTY PROJECT LOCATION
AC AIR CONDITIONER F-P FIREFI-ACE 5GP SLIDING GLA55 DOOR
AFF ABOVE FINISHED FLOOR FR FRENCH DOOR(S) SH (2) SHELVES (QUANITY) ZONING CODE:THE FROl-OSEE) 5TRUCTURE COMPLIE5 LUITH THE REQUiREMENT5 OF CHAPTER 656, ZONING CODE FOR
AHU AIR HANDLER UNIT FXD FIXED 5HWR 5HOWEEK
5LK BLOCI< FXT FIXTURE T.B. RE51DENTIAL D15TRICT5, INCLUDING !"�AXIMUM 5UILIDiNG HEIGHT OF THIfRTr FIVE FEET (35'). m -A CD
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CAE35 CA51NET5 13LS GLA55 T.PJA. TOILET PAPER HOLDER Duval County Wind Speed Zones > 5 <
CLG CEILING W5 k0SE 515 T4S TU5-aiid SHOWER ZONING CLASSIFICATION: () z 1:
CHR CHAIR RAIL <5 <NEEE SPACE TEMP TEMPERED
COFF COFFERED LAV LAVATORY TR TRAN50M
COL COLUMN LT LAUNDRY TU5 VOL VOLUME WIND ZONE: Ior2 MPH 110 Mfcw 115, MPH 119 MPW 2=0 MPH (WIND-50fQNF: DE15RIS) Francis Covf�,',,;1111111111
COMP COMPRESSOR MR5L MAR15LE WC WATER CLOSET
CRN MLO CROLUN MOULDING mr- MEDICINE CA51NF-T WO WOOD FLORIDA 5UILPIW-3 CODE:200I EDITION FLORIDA 5UILDIW-s CODE - FUEL GA15: 2001 EDITION
CVAC CENTRAL VACUUM 5YSTEM MIR MIRROR LUH LUATER HEATER W
POU51 MTL FLORIDA 5UILD[W-s CODE - FLUM15ING:2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION
METAL UJN C T WAINSCOT
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PtAG DIAGONAL CH OVERHEAD W5 WATER SOFTENER FLORIDA SUILDING CODE MECHANICAL.2001 EDITION FLORIDA FIRE PREVENTION CODE-2001 EDITION
DOOR OPNG OPENING WAS�4 WA5HF-R
PR
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INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) 5TOR.AGE
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Classification 0 IL
HAZARDOUS IXED OCCUPANCY N/A z
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F.- INIDICATE5 FRIMAIRY CCCUFANCY, 5. INDICATE5 5ECONDARY OCC:UFANCY
(FEIR F5C 104.2-1.1)
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TYPE I TYPE IV (P) TYPE V (UP)
ROOFING 5Y5TF-M: ASPHALT 5HINGL5 OVER HIGH eLOPE ROOF (4:12 OR GREATER)
TYPE I I TYPE IV (UP) TYPE V1 (P)
Construction
TYPE V (P) TYPE V1 (UP) 17�
TYPE I I I iNliih 2 I'll,
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MATERIAL: FIE3ERCrLA55 REINFORCEE) HVT' WT A5PHALT ROOF
Type
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-ACH 5HINGLE, PER DATE: 0/1/03
FASTENING F;Rr=Q.: FOUR (4) ROOFING NAII-5 E 5HIN(�;LE
YES No -8 i4o
-IC SPRINKLED
MANUFACTURER5 LURITTF-N eFECIF -ATION5 FIRE DISTRICT. YF
JAX
Building Height APPROX HEIGHT AFG: 11'-4- MEAN ROC*: HF-ICZHT AFF. 13--a- [DRALUN
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FLASHING REQ.- C-ORRO51ON RF-615TANT METAL FLA5HING 5 I= FIRST FLOOR A/C: 2,210* OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA
NA
FER �;)ETAII-5, 5EE 5HEET EIGHT (5). Building Area
N'4 OCCUPANT LOAD: NA MIN EXITS: NA MAX DWANCE.
SECOND FLOOR AIC
WIND RE-SISTANCE RATING. 110 MPH OR C;;REATF-R, A5 PER A5TM D (MOC)IFIEC)). TOTAL AIC- 2,210 OCCUPANT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA LU
W
GARAGE, NA LLI
LANAI/PORCH: NA m
ENTRY: 104 14 21 miles 11--
LU
TOTAL UNDER ROOF. —j
Lot Area GROSS ASEA- - <
A ;= 0
WINED ZONE LOCATION N T,5
FROJECT LIES IN THE 120Mf=H ZONE.
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(0 COPYRIGHT 2003 E5POBITO, CHEF-< 4 ASSOC, INC.
DE51GNER HEREE3Y EXPRE55L.Y RE5ERVF5 HIS r-Of*YRIGHT AND OTHER PROPERTY RIGHTS IN THF-5F- DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO 5rm REFDROPUCED, CHANGED OR COF�F-D IN AN'Y FOR111 ORMANNER LUHATBOF=VF-R WITHOUT FIRST 05TAINING THE EXFFPF-65 WRITTEN PERMISSION ANr,> CONSENT OF F-SF105170, CHEF-< AND ASSOC., INC- NOR SHALL THESE PLANS 5E ASSIGNEEID TO ANY PARTY LU17HOUT FIRST 05TAINING �A[12- jT N FERM155ION AND CONSENT.
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1. FOUNDATION 15 C�E$IGNED FOR AN ASSUMED 4. HEIGHT OF ALL STEP-DOWNS SHOLLIN ON r%---
MINIMUM SOIL 51FARING PRE65UFZE OF DR.ALUINGS ARE MINIMUMS and MAY VERY r-
2,500 PSF. IT SHALL 5E THE CONTRACTORS AT 5UILDF-R5 OPTION AS REC2U[RE1:) 5Y 3 E3pgm MOIDEL 3 E3pgm mol x
RESPONS15IL-ITY TO VERIFY THAT THE SOIL SITE CONDITION6
WILL SATISFACTORILY SUSTAIN THIS LOADING. 5. VERIFY LOCATION OF ALL PIPING and oe ENTRY LEFT '�SEFASZATICN LUALL ENTRY RIGHT Esrp"%%rJ%sitU ,,
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CONCRETE 6LA5 OVER C? ML POLY- LOCATIONS. C h I Fok)w e k
ETHELENE VAPOR 5ARRIFR OVER CLEAN 0
COMPACTED TERMITE TREATED 6OIL (TrP) 0
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5EARING PARTITIONS LLV TRUSS ENGINEERING Uj
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MINIMUM STEP DN DISTANCE oe cv—
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DESIGNER HEREEBY EXPRESSLY FPE6ERVF-5 H15 COPYRIGHT AND OTHER PROPERTY RIGHT6 IN THF-51F PRAWING5. THIE5E PLANS,IDESIGN5 AND DRAWINGS AfRIE NOT TO 5E REf-ROPUCED, CHANGED OR COPIED IN ANY FORM OR MANNFER WHATSOEVER WITHOUT FIRST OBTAINING THE F-XFRESS WRITTEN PERM1551ON AND CONSENT OF: ESf-061-70, C�4EE< AND ASSOC, INC- NOR SHALL THESF f-LANS eE A55IGNED TO ANY PARTY WITHOUT FIRST 05TAININC-4 SAID WRITTEN PERMi5510N AND CONSENT,
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0
0
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ELECTRICAL FLAN 1/411 = 11 � 011 0
(0 COPYRIGHT 2003 E5FOBITO, r-HF-E< 4 ASSOC, INC,
DESIGNER HEREE3Y F=XFRES&LY RESERVES H15 COPrR)GHT AND OTHER FROPERTYRJGHTS IN THE5E ORALUIN65. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO 5E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER LUITHOUT FIRST OE3TAINJN5 THE EXPRESS LJRJTTF_N PERMISSION AND CON5ENT OF FESPO51TO, CHEE< AND ABSOC, INC- NOR 544ALL THESE PLANS 5E A55IGNEP TO ANY FAR7T' WITHOUT FIRST OBTAINING SAID WRITTEN PERM15SION AND CONBEN7.
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Fire Resistance Ratings - ANSPUL 263 Inc . 0
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B Design No. U336
December 06, 1996
ATTAC,H 2' METAL TRACX To DEC< - Architects u'
OF 6EFARATION LUALL PLrLUCOD 5HEATHING Exposed to fire from separation Wall side only
FIRE-ENG WOOP Roof= TRU55F-5 Nonbearing Wall Rating- 2 Ur
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Finish Rating- 120 Min 4540 Southside Blvd.
suite 502
Jacksonville, FL 32216
SEPARATION WALL; (Max Height-44 ft) MA) 641-6649 LLJ
Tp� 1. Floor,Intermediate orTop Wall-2 in. wide channel shaped with I in. tong legs
..............I............ .................. formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 0
2. Metal Studs-Steel members formed from No. 25 MSG galv steel having "Il" -shaped Z
.......................
"FLAME CONTROL' *110-10
flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. LU
INTUMESCENT COATING N r! f, __J
5F`R4Y AF`FLIED TO 3. Gypsum Board* -Two layers of I in. thick gypsum wallboard liner panels, supplied in
1*2 A-5
UNDERSIDE OF DEC<ING AND nom 24 in. widths. Vertical edges of panels friction fitted into "11" -shaped Studs.
TRU55ES, 4'-0' MINIMUM C5 _2
CANADIAN GYPSUM COMPANY-Type SLX. VV 1
HORIZONTAL D15TANCE FROM
ALIGN TRU55ES LU17H INSIDE EDGE rI,
150TH 51DE6 OP SEPARATION
WAL L OF FRAME WALL UNITED STATES GYPSUM CO-Type SLX
I--, Z +1 Z
USG MEXICO S A DE C V- Type SLX. Amoww.
FL Lic
PROTECTED WALL: (Bearing or Nonbearing Wall) Fred R. Cheek
,r1l
a� -hei lit
4. Wood Studs -Noin 2 by 4 in. in,x spacing 24 in. OC. Studs cross braced at mid g
where necessary for clip attachment, Min 314 in. separation between wood fraiiiing and fire
separation wall.
cc!
rl/s o r 1/2 TYFIE 'C' GYPSUM WALL aoARZ) 5. Gypsum Board-Classified or Unclassified-Min 1/2 in. thick, 4 ft wide, applied either
J" horizontally or vertically. Wallboard attached to studs with 1-1/4 in. long steel drywall
R-30 F15ERGLA65 f5ATT IN,5ULATION "THERMAF115ER" INSULATION FIRE BLOC,<ING nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with
A5 REaUIRED
paper tape and joint compound. Nail'Leads covered with joint compound.
V
6.Attachment Clips-Aluminum angle, 0,063 in. thick, 2 in. wide with 2 in. and 2-1/4 in.
legs. Clips secured with Type S screws 3/8 in. tong to "11" studs and with Type W screws
.063" U5G ALUMINUM ANGLE
SPACED AS REQUIRED
1-1/4 in. long to wood frarning through holes provided in clip.
6A. Clip placeinent(Item 6) for separdtion walls u to23fthigh. SpaccelipsamaxoflOft
p
raining and "H" studs.
OC vertically between wood f (Y
6B. Clip placement(Itein 6) for separation walls up to 44 ft high. Space clips as described
in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC X —1
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vertically between wood fraining and"H" studs.
*Bearing the UL Classification Mark -A ir
:3 1114
LL1
A<-
3
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1/2' G;TF5UM WALL 50ARD OVER T�>
W
R-II/Ic3 F15ERGLA,55 5ATT IN5ULATION 2X *25FF LUCOD 5TUD5 a 16' O.C.
4X X
' Re A<__J
I' AIFR-5PACE, 50TH 51DE5 (-3/4" MIN,)
ATTACH 2' METAL TIRAC< To CONC 5LA5
W/ "PASLODE' OR EOUIV ANCHORS
2X 5 ILL PLATE W1 FOAM 5ILL 5E,4L
at �41 C.C. MAXIMUM
ACCIU5TICAL 5EALANT, 50TH 511DF-5
2' `U5G' H-5TUD
2x4 STUD WALL
(D
J05#. 033534U
ViN
TL 51DING OVER Z
AFFROVED �4OUSE WRAF
DATE: 6/1/03
4 RALUN- JAX
Ex7ERIOR 5HEATHING
CLOF SEPARATION LUAI-L
2' `U5G' C-RUNNER
of SEPARATION WALL ISSUED:
CONCRETE GRADE eEAM AIR5PACE LLJ
5EE FOUNDATION PLAN MINIMUM) U)
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REVI&ED-
SECTION A-A
1/2, C7LUE3 LU
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11 "USGI GYFI&UM LINER PANEL <
(SEE SFEFAR.ATiON WALL DETAIL
T�415 SHEET)
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r-, -�SEFAfRATION WALL DETAIL. 1 0 . r2 _ XTEFRIOR INTERSECTION N.T.S. 0
Z
0
0
(C) COPYRIGHT 2003 ESPOSITO, CHEE< 4 A550C, INC.
DE51GNER HEREBY EXFRE5&LY RE5ERVE!5 H15 COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE F-)RAWING5. THESE PLANS, DE51GN5 AND DRAWINGS ARE NOT TO 515 CHANGED OF, COPIED IN ANY FORM ORt-IANNER UJHAT50EVER WITHOUT FIRST OBTAINING THE EXI-RE65 WRITTEN PERMI55ION ANP CON6ENT OF ESPOSITO, CHEE< AND A550C., INC� NOR SHALL THESE PLANS BE A65IGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT.
4-
MAP SHOWNG SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PAGE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
0
FORSYTH COURT
50' RIGHT—OF—WAY (PAVED)
N 89*26 9 N E39'26'40" E z
SET 1/2' IRON t 37.00' coNLcRE CUR
PIPE, LB 35 72 37.00 Stl X-CUT N 89'26'40" E 74.04' Ld
SET UT 0 CLEANOUT 5' CONCRETE WA
WATER -%KO' UTILITY < >_
ATER METER EASEMENT'�-,.
�jETER Ll
CONCRETE CONCRETE CONCRETE C! IV) L-11
TRANSFORMEaRR HONE JEA ELECTRIC EASEMENT
c� DRIVEWAY DRIVEWAY 0)
PAI�_
CcrcR*E_TE
C VERED
TR IN C
C+XF E70
0 140 �NTRY
15.2'
0 0
c� 0 10.3
10.3,
0 1 THE WEST 1/2
el 1 0 1 c�
OF' LOT 2
w THE EAST 1/2
zi
mi OF LOT 2
LOT 3 bi Ld LOT 1
ONE STORY ONE STORY 04
VINYL SIDING VINYL SIDING C4
RESIDENCE RESIDENCE 't I-)
No. 184-0 NO. 1844 5
FINISH FLOOR V)
E5 ELEVATIC44-14.12
0
0
0 CONCRETE
[:] CONCRETE A/C PAD
C) .1 A/C PAD 01
25.Z 25.3'
FlLDFNGRE7sT�ic-noN UNE
`��15' PRIVATE
DRAINAGE EASEMENT
SET 1/2" IRON
P1 P E, W 3 5 7 2
C
10.3
a
f
10 SET 1/2- IRON
L S 89*26'40" W
SET.1/2" IRON -2 PIPE, LB 3672
PIPE L8 3572 S 89 6 My w
37.00 9 .1 37.00'
SOUTH 1 /2 OF LOT 13 oi-vwill ck-,�- CY-( tAzr) ),(�r�
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SURVEY.
BUILDING RESTRICTION LINE (B.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89*26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF PAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N-0,V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS TITLE INSURANCE FUND, INC. ;
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENAMY, P.A.
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
'NOT VALID WTIIQUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLOFHDA FLA. UC. SURVEYOR AND MAPPER No. ILS 3295
LICENSED SURVEYOR AND MAPPER.' FLA. LIC. SURVEYING AND MAPPING BUSINESS No. LB 3672
CHECKED: DATE-'
DRAWN BY.' - OAF" BOATWRIGHT LAM) SURVEYORS, INC. APRIL 2. 2004
FILE: 04-0324 1500 ROBERIS DRIVES JACKSONVILLE BEACH, FLORIDA 241--8550 SHEET - OF
5:\DAMD\2004\2004-0323
MAP SHOWNG SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PACE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
C14
-11
C
C
U-1
V)
FORSYTH COURT
50' RIGHT-OF-WAY (PAVED)
LLJ
N 89026 N 89*26'40" E
SET 1/2" IRON 37.00' coNcREM CU%
PIPE. L8 3672 37.00 SEI X--CUT N 89*26'40" E 74.04' Ld 5!
SET X—CUT ANOUIT 5 CONCRETE WALK > CL
WATER 0' U TI LI TY
ATER METER EASEMEN
�jETER 0_
EL — __ .7- — -T_
CONCRETE CONCRETE CONCRETE "
TRANSFORMER J_ PHONE _4_�7.5' JEA ELECTRIC EASEMENT-,,,,
RISER DRIVEWAY DRIVEWAY cr) 0
04
RESTRICTION UNE
- — -- —— ——— —
CO&ETE
.Z
C VERED of
TR C�+ZETE
\1 F ED <
0 '0_ 15.2' �NTRY
0 _0 'I I Q�.
C� 0 10.3 .8 LL�
C14 lo.y 0
0 1 THE WEST 1/2 C4 y
I OF LOT 2 0 1 C?
16 N
Uj v-- THE EAST 1/2
I OF LOT 2
LOT 3 ?;
Uj
ONE STORY ONE STORY LOT 1
n 1ANYL SIDING VINYL SIOING Lj
RESIDENCE RESIDENCE
NO. 1848 NO. 1844
V
FINISH FLOOR In
U ELEVATION-14.12 C:)
0 CONCRETE 1 0
[] CONCRETE 0, A/C PAD
0 A/C PAD
I a' 25.2' 25.3'
21Y BUILDINC; REsTRIC10N LINE
15' PRIVATE
DRAINAGE EASEMENT
SET 1/2' IRON
IPE. LB 3672
SET 112" IRON S 89*26'40" W SET 1/2- IRON
PIPE, La 3672 S 89*26'40" W' PIPE, L8 3672
37-00 1 37.00'
t�$ F��C_c5 Cit; Atlanfle Sea—C;r
Planning aird Zwinq Deparbyiea
Ibis approval verifies czmpflanoe wo appricabis
SOUTH 1 /2 OF LOT 13 zoning, subdivision and other local land
development regulations, but does not constitute
E. H . DONNER'S SUBDIVISION approval for the issuance of permit$. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
Beach Building Official prior to the ist, 1106 Of 3
NOTES: Building PetrriiL wlllt�14f 01sur to rid 1
THIS IS A BOUNDARY SURVEY. Approved By:
CoXmmunity 0 el, .. ff=rector
Dale: /-_7
BUILDING RESTRICTION LINE (B.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89'26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF OAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS TITLE INSURANCE FUND, INC.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENAMY, P.A.
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
'NOT VAUD WITHOUT THE SIGNATURE AND DONN W. BOATWMGHT, P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA FIA. ILIC. SURVEYOR AND MAPPER No. LS 3295
LICENSEE) SURVEYOR AND MAPPER.- FLA. LIC. SURVEYING AND MAPPING BUSINESS No. LB 3672
CHECKE_D:-_ DAF�` BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY. APRIL 2. 2004
FILE: 04-0324 1500 ROBERIS DRIVE$ JACKSON\ALLE BEACH, FLORIDA 241--8550 SHEET--' OF
S:\DA\AD\2004\2004-0323
MAP SHOWING SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PAGE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLCRIDA.
FORSYTH COURT
50' RIGHT-OF-WAY (PAVED)
Ld
SET 1/2* IRON N 89*26 1 N 89*26'40" E
37.00' CON.CRETE CURB
PIPE, LB 3672 37,00 X--CU T N 89*26'40" E 74,04'
SET_
SET X-CTT 0 EFV70WT_VCONCRETE wALx T >
WATER 0' U TI LI TY
ATER METER EASEMENT-�,, <
WCE 3M R
6
0
01
SET
CU
N E
T
A
I�E 0
RET15
W
E -7
CONCRETE CONCRETE IN
PHONE LL
CON CRETE
TRANSFORMER S m DRIVEWAY DRVEWAY 0) 17.5' JEA ELECTRIC EASEMENT�,
PAU RISER " 1_� 0
CNI 04
C4�ii- - -- -- - - -- - ---
\OEREID) cl:
TRY\
E < 0
F 4NTRY
b
0 In ui
0 LL_
0 1-C)
0 1 THE WEST 1/2
I OF LOT 2
w THE EAST 1/2
OF LOT 2
61 Li I ui
LOT 3 ONE STORY ONE STORY LOT 1
VINYL SlUiNG VINYL SIDING N
RESIDENCE �E
RESIDENCE
C', _�2
NO. I W NO. 1544
a FIN!SH FLOOR
R ELIEVA'nQN-114.12
C) CRETE
CONCRETE 0 00" E31
'r, [] A/C PAD V)
0 r,;I A/C PAD 0 1
z 212' 25.3' k7'
0 1
L - - - - - - - - - _j
TW UkTILOiNG RESTRICTION UNE
15' PRIVATE
DRAINAGE EASEMENT
4 SET 1/2* IRON
0 WEU. PIPE, LS 3572
SET 1/2" IRON S 89*26'40'7 W SET 1/2'-IR-ON-
PIPE, LB .3672 S 89*26'4000 W PIPE. LB 3672
37.00 v 37.00,
SOUTH 1 /2 OF LOT 13
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SURVEY.
BUIWING RESTRICTION LINE (B.R,L,) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89*26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF PAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929)
THIS SURVEY WAS MADE FOR 'THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS T, ITLE INSURANCE FUND, INC,
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL'�:&'w'MCMENAMY, P.A.
FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD
J. au,
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE . .... . 4,/l,
"FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
NUMBER 120075 0001 D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
'NOT VAUD WrHQUT THE SIGNATUIRE AND D9N140W.A BOATWR�HT, P.S.M.
THE ORIOINAL RAISE3 MAL OF A FL(AIDA C
LICENSED SURVEYOR AND MAPPER.- C., SIJ�A�OR AND MAPPER No. LS 3295
FLA. I ic- '!�Uk�6iNq,'AND MAPPING BUSINESS No, LEI 3572
CHECKED DAF DATE-#
DRAWN B'Y-..--- BOATWRIGHT LAND SURVEYORS, IN" O.;' APRIL 2, 2004
MLE; --24-0324 1500 ROBERTS DRIVE$ JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF
0323
5:\DAVID\2004\2b
MAP SHOWING SUR\IEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
3D, PACE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
b
Lij
N _j
LO
. FORSYTH COURT
50' RIGHT—OF—WAY (PAVED)
SET 112" IRON N 89&26 N 89*26'40" E z
37.00' CONCRETE CUREI
Ld
PIPE, LEJ 3672 37. 0 SET X--CUT N 8 9'2 6'4 0 E 74.04'
T CL
v EANOU V CON6RETE WALK
WA 0' UTILITY
METER EASEMEN < >_
�if_:TER LL 0
CONCRETE CONCRETE
JE—A
CONCRETE
TRANSFORMER PHONE ELECTRIC EASEMENT-,,,,
RISER DRO&WAY DRIVEWAY 0)
_2AD _L eq _ _L — — — — — __ — 4
ED, I ItT(—; RE!Tn—ICTnl NE
- - -- —— ——— — 2u
COGiii
CQVERED
CRETE
- TTR\ C VEREO <
0 1 --N-
-1 15.2' 0 14.8'
0
1 1 1 0 1701,11 LL�
c� 1 10.31 10.3 1-0
0 1 THE WEST 1/2 c�
I OF LOT 2 0
THE EAST 1/2 C)
zi I
31 . OF LOT 2 I�
LOT 3 Ld uj
ONE STORY ONE STORY IN LOT 1
VINYL SIDING VINYL SIOING C4
Ile) RE51DENCE RESIDENCE
NO, 1548 N NO. 1844
�l
liq 1.0
z FINISH FLOOR
ELEVATIO14-
14.12 10.
CONCRETE 0
0
CONCRETE A/C PAD
0 A/C PAD
01
2 5.2t' 25.S
_j
7lD`_DrlLDTN_GRESTRIc-noN LINE
`��15' PRIVATE
.—Mao DRAINAGE EASEMENT
kET 1/2' IRON
PIPE, LS 3872
SET 112- IRON wl v S 89T26'40" W SET 1/2' IRON
PIPE. LB 3672 891, 40 PIPE. LB 3572
37.00 1 37.00'
6.0 Wao ID Ft;QC_C:5,
SOUTH 1 /2 OF LOT 13
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SUR-VEY.
BUILDING RESTRICTION LINE (E3.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89'26'40" E.
BENCHMARK: FOUND NAIL IN" ORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF �AVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEY'S TITLE INSURANCE FUND, INC.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENA�ff, P.A.
FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
"NOT VAUD WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
UCENSED SURVEYOR AND MAPPER.* FLA. LIC. SURVEYING AND MAPPING BUSINESS No, LB 3672
CHECKE_D: DATE-'
DRAWN BY: DAF/" BOATWRIGHT LAND SURVEYORS, INC. APRIL 2. 2004
FILE: 04-0324 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET—L OF
S:\DAMD\2004\2004-0323 777,
6-
P L 0 T L A N-,-, C)l
LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
PAGES AND OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
SCALE 11* C 0 U R T
=20' F 0 R S Y T H
Rlr,HT OF WAY WIDTH VARIES
P0
N89@26'40"E 74.
.00'
'1 UTILITY ASEMENT
0' UTILITY
W
7.5' JEA ELECTRIC EASEMENT cd D
—— — — — — — — — — — — — — —— — — —— — - — - - —— — — —
T
c3L�p
C.
-r Z
7,5' 20' BUILDTNG RESTRICTION LINE 7.5'
25.33 25.33' IL7 C�
4
11,57'
Z
0 Z
0
PROPOSED RESIDENCE 0
0
V— CL
OKI ) LD
V)
cr_
(n 0
U) 0 :C
Z Z
25-33' 25-33' 1r57'
U->
r.L— — — — — — ___j 1\ 1 0
20' BUILDING RESTRICTION LINE
— —— — - — — — — — — — — — — ——— — —---
S W A L E - — - - — —
15' PRIVATE DRAINAGE EASEMENT
���,S8�9026�'40"W�74�-00'
U.
S 0 U T H 2 0 F L 0 T 3
H. DONNER'S SUBDIVISION I
PLAT BOOK 8 PAGF- 4
City Man�rElcich
ftffA19 Zoning oepadm**
T)is a,�,)Jicable
zoning, sutdivision and other local land
development fegulationS, bwt does not cmstitute
approval for the issuance of permits, Cor .,!ancel I
with Florida Building Code and all other ar,piicabie
local, State and Federal permitting requoerrie,lts
must be verified b nature of the City of Atlantic
Beach Building Af prior to the issuance of a
Building Permit.
Approved By-
it� vla7orp-Mme
Date. N
CHECKED BY. BOATWRIGHT LAND SURVEYORS, INC. DATE: SEPTEMBER 23. 2003
DRAWN BY'. IMCC 1500 ROBERTS DRIVE SHEET-1-OF
F1 LE 0: MOKSONVILLE w��$ FLORIDA 241-8550
6-
P L 0 T L A N-,-, C)l
LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
PAGES AND OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
SCALE 11* C 0 U R T
=20' F 0 R S Y T H
Rlr,HT OF WAY WIDTH VARIES
P0
N89@26'40"E 74.
.00'
'1 UTILITY ASEMENT
0' UTILITY
W
7.5' JEA ELECTRIC EASEMENT cd D
—— — — — — — — — — — — — — —— — — —— — - — - - —— — — —
T
c3L�p
C.
-r Z
7,5' 20' BUILDTNG RESTRICTION LINE 7.5'
25.33 25.33' IL7 C�
4
11,57'
Z
0 Z
0
PROPOSED RESIDENCE 0
0
V— CL
OKI ) LD
V)
cr_
(n 0
U) 0 :C
Z Z
25-33' 25-33' 1r57'
U->
r.L— — — — — — ___j 1\ 1 0
20' BUILDING RESTRICTION LINE
— —— — - — — — — — — — — — — ——— — —---
S W A L E - — - - — —
15' PRIVATE DRAINAGE EASEMENT
���,S8�9026�'40"W�74�-00'
U.
S 0 U T H 2 0 F L 0 T 3
H. DONNER'S SUBDIVISION I
PLAT BOOK 8 PAGF- 4
City Man�rElcich
ftffA19 Zoning oepadm**
T)is a,�,)Jicable
zoning, sutdivision and other local land
development fegulationS, bwt does not cmstitute
approval for the issuance of permits, Cor .,!ancel I
with Florida Building Code and all other ar,piicabie
local, State and Federal permitting requoerrie,lts
must be verified b nature of the City of Atlantic
Beach Building Af prior to the issuance of a
Building Permit.
Approved By-
it� vla7orp-Mme
Date. N
CHECKED BY. BOATWRIGHT LAND SURVEYORS, INC. DATE: SEPTEMBER 23. 2003
DRAWN BY'. IMCC 1500 ROBERTS DRIVE SHEET-1-OF
F1 LE 0: MOKSONVILLE w��$ FLORIDA 241-8550
MAP SHOWING SUR\IEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
3D, PACE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
b
Lij
N _j
LO
. FORSYTH COURT
50' RIGHT—OF—WAY (PAVED)
SET 112" IRON N 89&26 N 89*26'40" E z
37.00' CONCRETE CUREI
Ld
PIPE, LEJ 3672 37. 0 SET X--CUT N 8 9'2 6'4 0 E 74.04'
T CL
v EANOU V CON6RETE WALK
WA 0' UTILITY
METER EASEMEN < >_
�if_:TER LL 0
CONCRETE CONCRETE
JE—A
CONCRETE
TRANSFORMER PHONE ELECTRIC EASEMENT-,,,,
RISER DRO&WAY DRIVEWAY 0)
_2AD _L eq _ _L — — — — — __ — 4
ED, I ItT(—; RE!Tn—ICTnl NE
- - -- —— ——— — 2u
COGiii
CQVERED
CRETE
- TTR\ C VEREO <
0 1 --N-
-1 15.2' 0 14.8'
0
1 1 1 0 1701,11 LL�
c� 1 10.31 10.3 1-0
0 1 THE WEST 1/2 c�
I OF LOT 2 0
THE EAST 1/2 C)
zi I
31 . OF LOT 2 I�
LOT 3 Ld uj
ONE STORY ONE STORY IN LOT 1
VINYL SIDING VINYL SIOING C4
Ile) RE51DENCE RESIDENCE
NO, 1548 N NO. 1844
�l
liq 1.0
z FINISH FLOOR
ELEVATIO14-
14.12 10.
CONCRETE 0
0
CONCRETE A/C PAD
0 A/C PAD
01
2 5.2t' 25.S
_j
7lD`_DrlLDTN_GRESTRIc-noN LINE
`��15' PRIVATE
.—Mao DRAINAGE EASEMENT
kET 1/2' IRON
PIPE, LS 3872
SET 112- IRON wl v S 89T26'40" W SET 1/2' IRON
PIPE. LB 3672 891, 40 PIPE. LB 3572
37.00 1 37.00'
6.0 Wao ID Ft;QC_C:5,
SOUTH 1 /2 OF LOT 13
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SUR-VEY.
BUILDING RESTRICTION LINE (E3.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89'26'40" E.
BENCHMARK: FOUND NAIL IN" ORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF �AVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEY'S TITLE INSURANCE FUND, INC.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENA�ff, P.A.
FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
"NOT VAUD WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
UCENSED SURVEYOR AND MAPPER.* FLA. LIC. SURVEYING AND MAPPING BUSINESS No, LB 3672
CHECKE_D: DATE-'
DRAWN BY: DAF/" BOATWRIGHT LAND SURVEYORS, INC. APRIL 2. 2004
FILE: 04-0324 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET—L OF
S:\DAMD\2004\2004-0323 777,
MAP SHOWING SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PAGE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLCRIDA.
FORSYTH COURT
50' RIGHT-OF-WAY (PAVED)
Ld
SET 1/2* IRON N 89*26 1 N 89*26'40" E
37.00' CON.CRETE CURB
PIPE, LB 3672 37,00 X--CU T N 89*26'40" E 74,04'
SET_
SET X-CTT 0 EFV70WT_VCONCRETE wALx T >
WATER 0' U TI LI TY
ATER METER EASEMENT-�,, <
WCE 3M R
6
0
01
SET
CU
N E
T
A
I�E 0
RET15
W
E -7
CONCRETE CONCRETE IN
PHONE LL
CON CRETE
TRANSFORMER S m DRIVEWAY DRVEWAY 0) 17.5' JEA ELECTRIC EASEMENT�,
PAU RISER " 1_� 0
CNI 04
C4�ii- - -- -- - - -- - ---
\OEREID) cl:
TRY\
E < 0
F 4NTRY
b
0 In ui
0 LL_
0 1-C)
0 1 THE WEST 1/2
I OF LOT 2
w THE EAST 1/2
OF LOT 2
61 Li I ui
LOT 3 ONE STORY ONE STORY LOT 1
VINYL SlUiNG VINYL SIDING N
RESIDENCE �E
RESIDENCE
C', _�2
NO. I W NO. 1544
a FIN!SH FLOOR
R ELIEVA'nQN-114.12
C) CRETE
CONCRETE 0 00" E31
'r, [] A/C PAD V)
0 r,;I A/C PAD 0 1
z 212' 25.3' k7'
0 1
L - - - - - - - - - _j
TW UkTILOiNG RESTRICTION UNE
15' PRIVATE
DRAINAGE EASEMENT
4 SET 1/2* IRON
0 WEU. PIPE, LS 3572
SET 1/2" IRON S 89*26'40'7 W SET 1/2'-IR-ON-
PIPE, LB .3672 S 89*26'4000 W PIPE. LB 3672
37.00 v 37.00,
SOUTH 1 /2 OF LOT 13
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SURVEY.
BUIWING RESTRICTION LINE (B.R,L,) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89*26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF PAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929)
THIS SURVEY WAS MADE FOR 'THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS T, ITLE INSURANCE FUND, INC,
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL'�:&'w'MCMENAMY, P.A.
FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD
J. au,
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE . .... . 4,/l,
"FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
NUMBER 120075 0001 D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
'NOT VAUD WrHQUT THE SIGNATUIRE AND D9N140W.A BOATWR�HT, P.S.M.
THE ORIOINAL RAISE3 MAL OF A FL(AIDA C
LICENSED SURVEYOR AND MAPPER.- C., SIJ�A�OR AND MAPPER No. LS 3295
FLA. I ic- '!�Uk�6iNq,'AND MAPPING BUSINESS No, LEI 3572
CHECKED DAF DATE-#
DRAWN B'Y-..--- BOATWRIGHT LAND SURVEYORS, IN" O.;' APRIL 2, 2004
MLE; --24-0324 1500 ROBERTS DRIVE$ JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF
0323
5:\DAVID\2004\2b
MAP SHOWNG SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PACE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
C14
-11
C
C
U-1
V)
FORSYTH COURT
50' RIGHT-OF-WAY (PAVED)
LLJ
N 89026 N 89*26'40" E
SET 1/2" IRON 37.00' coNcREM CU%
PIPE. L8 3672 37.00 SEI X--CUT N 89*26'40" E 74.04' Ld 5!
SET X—CUT ANOUIT 5 CONCRETE WALK > CL
WATER 0' U TI LI TY
ATER METER EASEMEN
�jETER 0_
EL — __ .7- — -T_
CONCRETE CONCRETE CONCRETE "
TRANSFORMER J_ PHONE _4_�7.5' JEA ELECTRIC EASEMENT-,,,,
RISER DRIVEWAY DRIVEWAY cr) 0
04
RESTRICTION UNE
- — -- —— ——— —
CO&ETE
.Z
C VERED of
TR C�+ZETE
\1 F ED <
0 '0_ 15.2' �NTRY
0 _0 'I I Q�.
C� 0 10.3 .8 LL�
C14 lo.y 0
0 1 THE WEST 1/2 C4 y
I OF LOT 2 0 1 C?
16 N
Uj v-- THE EAST 1/2
I OF LOT 2
LOT 3 ?;
Uj
ONE STORY ONE STORY LOT 1
n 1ANYL SIDING VINYL SIOING Lj
RESIDENCE RESIDENCE
NO. 1848 NO. 1844
V
FINISH FLOOR In
U ELEVATION-14.12 C:)
0 CONCRETE 1 0
[] CONCRETE 0, A/C PAD
0 A/C PAD
I a' 25.2' 25.3'
21Y BUILDINC; REsTRIC10N LINE
15' PRIVATE
DRAINAGE EASEMENT
SET 1/2' IRON
IPE. LB 3672
SET 112" IRON S 89*26'40" W SET 1/2- IRON
PIPE, La 3672 S 89*26'40" W' PIPE, L8 3672
37-00 1 37.00'
t�$ F��C_c5 Cit; Atlanfle Sea—C;r
Planning aird Zwinq Deparbyiea
Ibis approval verifies czmpflanoe wo appricabis
SOUTH 1 /2 OF LOT 13 zoning, subdivision and other local land
development regulations, but does not constitute
E. H . DONNER'S SUBDIVISION approval for the issuance of permit$. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
Beach Building Official prior to the ist, 1106 Of 3
NOTES: Building PetrriiL wlllt�14f 01sur to rid 1
THIS IS A BOUNDARY SURVEY. Approved By:
CoXmmunity 0 el, .. ff=rector
Dale: /-_7
BUILDING RESTRICTION LINE (B.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89'26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF OAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N.G.V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS TITLE INSURANCE FUND, INC.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENAMY, P.A.
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
'NOT VAUD WITHOUT THE SIGNATURE AND DONN W. BOATWMGHT, P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA FIA. ILIC. SURVEYOR AND MAPPER No. LS 3295
LICENSEE) SURVEYOR AND MAPPER.- FLA. LIC. SURVEYING AND MAPPING BUSINESS No. LB 3672
CHECKE_D:-_ DAF�` BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY. APRIL 2. 2004
FILE: 04-0324 1500 ROBERIS DRIVE$ JACKSON\ALLE BEACH, FLORIDA 241--8550 SHEET--' OF
S:\DA\AD\2004\2004-0323
MAP SHOWNG SURVEY OF
THE WEST 1/2 OF LOT 2, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK
30, PAGE 30 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
0
FORSYTH COURT
50' RIGHT—OF—WAY (PAVED)
N 89*26 9 N E39'26'40" E z
SET 1/2' IRON t 37.00' coNLcRE CUR
PIPE, LB 35 72 37.00 Stl X-CUT N 89'26'40" E 74.04' Ld
SET UT 0 CLEANOUT 5' CONCRETE WA
WATER -%KO' UTILITY < >_
ATER METER EASEMENT'�-,.
�jETER Ll
CONCRETE CONCRETE CONCRETE C! IV) L-11
TRANSFORMEaRR HONE JEA ELECTRIC EASEMENT
c� DRIVEWAY DRIVEWAY 0)
PAI�_
CcrcR*E_TE
C VERED
TR IN C
C+XF E70
0 140 �NTRY
15.2'
0 0
c� 0 10.3
10.3,
0 1 THE WEST 1/2
el 1 0 1 c�
OF' LOT 2
w THE EAST 1/2
zi
mi OF LOT 2
LOT 3 bi Ld LOT 1
ONE STORY ONE STORY 04
VINYL SIDING VINYL SIDING C4
RESIDENCE RESIDENCE 't I-)
No. 184-0 NO. 1844 5
FINISH FLOOR V)
E5 ELEVATIC44-14.12
0
0
0 CONCRETE
[:] CONCRETE A/C PAD
C) .1 A/C PAD 01
25.Z 25.3'
FlLDFNGRE7sT�ic-noN UNE
`��15' PRIVATE
DRAINAGE EASEMENT
SET 1/2" IRON
P1 P E, W 3 5 7 2
C
10.3
a
f
10 SET 1/2- IRON
L S 89*26'40" W
SET.1/2" IRON -2 PIPE, LB 3672
PIPE L8 3572 S 89 6 My w
37.00 9 .1 37.00'
SOUTH 1 /2 OF LOT 13 oi-vwill ck-,�- CY-( tAzr) ),(�r�
E. H . DONNER'S SUBDIVISION
NOTES:
THIS IS A BOUNDARY SURVEY.
BUILDING RESTRICTION LINE (B.R.L.) AS PER PLAT.
BEARINGS BASED ON THE NORTH LINE OF LOT 2
BEING N 89*26'40" E.
BENCHMARK: FOUND NAIL IN NORTH SIDE OF 24"
OAK TREE 6'± FROM EDGE OF PAVEMENT, NEAR
THE NORTHWEST PROPERTY CORNER OF
RESIDENCE No. 1846.
ELEVATION=16.20 N-0,V.D. (1929) THIS SURVEY WAS MADE FOR THE BENEFIT
OF GAIL CARTER; BEACHES HABITAT;
ATTORNEYS TITLE INSURANCE FUND, INC. ;
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN DONAHOO, BALL & MCMENAMY, P.A.
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
NUMBER 120075 0001D, REVISED APRIL 17, 1989
FOR ATLANTIC BEACH, FLORIDA.
DONN W. BOATWRIGHT, P.S.M.
'NOT VALID WTIIQUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLOFHDA FLA. UC. SURVEYOR AND MAPPER No. ILS 3295
LICENSED SURVEYOR AND MAPPER.' FLA. LIC. SURVEYING AND MAPPING BUSINESS No. LB 3672
CHECKED: DATE-'
DRAWN BY.' - OAF" BOATWRIGHT LAM) SURVEYORS, INC. APRIL 2. 2004
FILE: 04-0324 1500 ROBERIS DRIVES JACKSONVILLE BEACH, FLORIDA 241--8550 SHEET - OF
5:\DAMD\2004\2004-0323