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---------------- - -- F-Lj 1) THESE PLANS ARE ME MED TO BE IN COMIPLIANCE I I
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STANVARM5 ESTABLISHED IN SECTION 625-55.001 00w
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RE_ 77 -515TINC7 SYSTEMS ARE ME51CNED
2) THE MAIN killIND FORCE RE 7 D
IN ACCORDANCE li SECTION 6, ANSI/ASCE -1-02
ANGLLr polt "MININMIUM VE51C W 0
4T 7N, LOADS FOR BUILDINi ANr.> OTHER Lu :2/1-7/16,4/5/16,4/11116
R-18 OPPOS17E 5TRUCTURES" To AITH57AND THE HINIV LOAM5 ASSOCIATED U. >
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ANO THEIR USE INCORPORATEE), INTO THE DE51,67K ANM Z
SPECIFICATIONS IN ACCOROAWCE NITH SECTION 6 OF THE
"MINIMUM DESI&N LOADS FOR BUILl ANIM OTHER 0 U)
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4" THICK LIMEROCK BASE C0UR5E COMPACTED INOR53ANIC,GRANULAR SOIL COMPACTED TO A .......
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1 r PROCTOR MAXIMUM DRY DENSITY (ASTM V 1537)
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12" OF STABILIZED SUBORAVE (NON-PLASTIC, INOROANIC, C7USSET BRACKETS
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< DMAKINC75 FOR APPROVAL. PRIOR To
AND STABILIZED To A MINIMUM OF LBR OR 40.
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FAVER DE 4' H16H POOL FENCE SeEAKARD OF THE j!2"C (WHI&H P.\/.C. FENCE SEAHARV OF THE COOL
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STANDARZ5 IESTABLISHED IN SECTION 625-55.00-T z I
FLORIDA ADMINISTRATIVE COVE. 0 Lli JOB NUMEIM
2) THE MAIN NIND FORCE RE515TINC7 SYSTEMS ARE DMICNED
IN ACCORDANCE P41TH SECTION 6, ANSI/ASCE -7-02
w
"MININMUM DE516N LOADS FOR 5UILDIN65 AND OTHER 0 LLI
STRUCTURES" TO NITHSTAND THE NINO LOADS A55OCIATW LL 2/1-7/16,4/5/1(5,4/11 A(b
> - - - - - - - - - -
AITH A MINIMUM BA510 NIND SPEED Or- 120 MPH. 0 ON& N0i - - -
5) THE COMPONENTS AND CLADDIN6 HAVE BEEN SELECTED W z
AND THEIR USE IW.,ORPORATED INTO THE DEVON AND Z =)
SPECIFICATIONS IN ACCORDANCE KITH SECTION 6 OF THE U)
"MINIMUM DE51 65N LOADS FOR BUILDINCvS AND OTHER 0
STRUCTURES" MENTIONED IN NOTE 2. A5 OPA
(FAR) FLOOR AREA RATIO &REC7 BELILE5 RE51DEW-,E
PERVIOUS / IMPERVIOUS SURFACE CALCULATION TABLE: b3
Pervious / Impervious Surface Calculation for 42 Eleventh Street, Atlantic. Beach, FL b
L 1
Atlantic Beach Zoning District "vlationi: Maximum Impervious Surface Ratio (ISR) of 50%.
AREA OF LOT SQUARE FOOTACA=-
To Sq. Ft. 0.226 ACRES
HOME 50UARE FOOTAO-E (UNDER RC ;IF) 5,155 50. FT.
S -'�-ORY WOOD FLOOR AREA RATIO (FAR) 52%
Tk
L6
0 F R AVE 0 N BLOCK (ISR) IMPERVIOUS SURFACE RATIO
PERVIOUS / IMPERVIOUS SURFACE 0 ATION TABLE:
Pervious / Impervious Surface Calculation for 42 Eleventh Street, Atlantic Beach, FL
Lij If
Atlantic Beach Zoning District Regulation Maximum Impervious Surface Ratio (15R) of 50%. .9
AREA OF LOT 5GUARE FOOTASPE. -10-70 Sq. Ft. 0.226 ACRES
HOME 5WARE FOOTA&E (UNDER RC:)F) 5,155 50. FT.
FLOOR AREA RATIO (FAR) 52%
LO
AREA Or- LOT 50LJARE FOOTACE 41010 5Q. Ft. 0.226 ACRES 11,6105
_q. Ft. 0226 ACRES
-- -----------
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HOME SGUARE FOOTA6E (UNDER RC OF) 5,155 Ft. (IMPERVIOUS)
5,155 sq. Ft. (IMPERVIOUS)
COWORETE STEPS 62 SQ. Ft. (IMPERVIOUS) 62 Sq. Ft. (IMPERVIOUS)
PLANTER HAILL9-iNTEP.Locxisk�i 42 Sq. Ft. (IMPERVIOU5) 42 Sq. Ft. OUS)
9 RETAININO NALLS-KALLS-INTEP.LOC<INS, BLOCK 545ci. Ft. (IMPERVIOUS) 54 Sq. Ft. (IMPER\I/IOU5)
9 MOTOR COURT-PERVIOU5 - VER5- Ft. (5096--P-ERVIOUS) z 145 Sq. Ft. (IMPERVIOUS)
9 ENTRY HALKHAY-PERVIOUS 156 Sq. Ft. (50% PERVIOU5) a bcl 1z . Ft. (IMPERVIOUSI)
Ss
* POOL ACCESS HALKHAY-PE Vii PAVERS 146 SR. Ft. (�O% PERVIOUS) '7
5 Ft. (IMPERVIOUS)
Sq,
POOL TERRACE-PERVIOUS PAVER51 q44 5q. Ft. (50% PERVIOUS) = 4-72 pq. Ft. (I IOU5)
POOL 4 SPA-IMPERVIOUS POOL SH LL Soo Sq. r-t. (100% IMPERVIOUS) = 500 Ft. (IMPERVIOUS) z
VU4w 50,
- COURTYARD HALKHAY-PERVibus F -2-66-- Ft. (50% PERVIOUS)
IMY15M DIMS TO MATC;H KARDS-CAPE Sq. z: 153-Sq.-M. (I MPERV I OUS)
AIII12 ENS.PLANS * FIRE-PIT TERRACE-PERVIOU5 PAVE R5 154 Sq.-Ft. (50% PERVIOUS) = Sq
Ft. (I MPERVIOUS)
- FIRE-PIT STEPPIN& ST�HPERV OUS PAVERS 4 r-t. O00% IMPERVIOUS) = 14 Sq. Ft. (IMPERVIOUS)-- CQ I
+-M'-14" TO SEAKARD EVC7E OF PAVER HALKHAY t- CQ
0 SPA (PORTABLE) 26 SQ. Ft. (100% IMPERVIOUS) = 255q. Ft- (IMPERVIOUS) r-
- SPA PAD-PERvious 150 Ft. (50 40
% PERVIOUS) 40 Sq. Ft. (IMPERVIOUS) 0
* A.C. PAD-PERVIOUS PAVERS 0141.9
+-122'-1j" TO 5EAHARD ED&E OF ENCLOSED eARAr-,E 25 5q. Ft. (5096 PERVIOUS) = 14 sq. Ft. (IMPERVIOUS) 00
* POOL EQUIPMENT PAD-PERVI 26 54. Ft. (50% PERVIOUS) z 14 �q. Ft. (IMPERVIOU5)
Otis P R9
TOTAL IMPERVIOUS SURFACE AREA 1 - 4,c152 Sq. Ft. (IMPERVIOUS)
!MPERVIOUS-Y-PERVIOUS- CULATIONS: 4 0 Sq. Ft. (IMPERVIOUS)
ITO -WOE OF-�AVER MTVEKOVY--------- q,6-70 50. FT. LOT AREA) 411.54% 1
RD L MPERVIOUS SURFACE RATIO �D
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TO SEAKARD EDSE OF BALCONIES :3 z
0 EXCAVATIONICUT FILL QUANTITIES SEAWARD OF
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LIL iL Cn DRIVEWAY SEAWARD OF CCCL 0 CYSS FILL 14ATERIAL NEEDED AT HOUSE- +133 CYDS <
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MTAL EXCAVATION/CUT TOTAL FILL MATERIAL TO BE
MATERIAL SEAWARD OF CCCL - -104 CYDS USED SEAWARD OF THE CCCL - +192 CYDS
44" 0 5EAKAJRD EDCPE OF FILL
E 2:5:5 El
NET IMP13RTED FILL REQUIRED = 88 CYDS lu
11MMSM DIMS TO HATC44 KARDWAPE EXCAVATION NOTES,
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SHALL BE RELOCATED AND UTUIZED AS FILL MATERIAL
SEAWARD [IF THE CCOL ALL RELOCATED MATERIAL 94ALL
BE Be APPROVED CLEAN, WELL COWACTED, SAND MATERIAL.
VU-4W
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BP# 16- -5 r-F-- 6 K5 C-71BV
DATE fy ?--Z / 16 W z c+uc4QW BY:
SIGNED 1-n (1) 0
1 T E L A N
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ADDITIONAL NOTESe 0 w C-4
LOTS C1 AND 10, BLOCK 41 1) THESE PLANS ARE DESIONED To BE IN COMPLIANCE HITH THE U) 1 11 101-0 11
STANDARDS ESTABLISHED IN SECTION 62B-55.00'7 z
42 FLEVE'N'TH 5 EET CJ 0 w
FLORIDA ADMINISTRATIVE CODE. "NUMBM
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ATLANTIC BEACH, DUVAL COUN7Y, FLORIDA 2) THE MAIN HIND FOR4,E RESISTIN6 SYSTEMS ARE DESIrvNED 46"75
IN AtCCORDANCE HITH SECTION 6, AN51/ASCE '7-02
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"MININMUM DEVON LOADS FOR BUILDINC75 AND OTHER 0 LU
STRUCTURES" TO HITHSITAND THE HIND LOADS ASSOCIATED U. > 2/1-7/16,4/5/1,60,4/11 A&
HITH A MINIMUM BASIC P41ND SPEED OF 120 MPH. U) a 0
SCALE : I 10 '-0 5) THE COMPONENTS AND CLADDIKS HAVE BEEN SELECTED W z C*O NOs
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DRAFTSTOPPING SUSPENDED CEILING NOTIMs
SUBFILOOR 1)ALL EXMWR INALLS AIM 2x6 EXC.VT MOM NOTED
FLOOR JOIST 2)ALL INTERIOR INALLS AM 2X4 EXCEPT AIS NOTED
DRAFTSTOP MATERIAL 5)ALL KALL THIIICKNESS15 AIM ACTUAL 2X4-5 U20 AREA TABULATION
IR50111 HIREBLOCKW. 24=5 In'2xboil 1/4,ETC-
IN C*MTIBW C*61=TIOK MIREBL0006 SMALL BE PROVIIPED DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 4)THE SIZE NO GILIANT11TY OF ALL EXTERIOR STEPS ARE-
TO WT OFF ALL CONCEALED PRAIFT'OPENIIWS MOTH VERTICAL,AND TO BE FIELD MIEWHED BY OTHERS. FIRST FLOM 18CO3 REVISION
HORJZONTAL)NO TO FORM AN AN EFFBC17VE FIRE BINIRMER,DETVM SUBFILOOR 5)ALL MATE NO CZIUW HEWM AM TAM I" SECOW FLOOR 25q5 syl
STONES,AND DETMN THE TOP STORY AND THE ROOF SPAM (TOP OF)MOLISE SLASAN=K THIRD FLOOR 4M BP# 16 S r-,e-Cg5- K5 6AW
FIREBLOCK"SHALL BE"VYWED IN WOOD4V*V CONSTWTION TRUSS DATE 1-1 2 z- UJ z
IN THE FOLLOHNISP LOCATIIONS. DRAFTSTOP MATERIAL 6)VERFY THE K11CHENI AND VANTY LAYOVTS HTH TOTAL HEATM -46M C*HErAQW Byl
1. IN CONCEALED SPACES OF SnV M.11.5 AINP PARTITIOW, DRYWALL— THE DETAJLS DOE BY OTHERS, TOTAL HEATM VOLOOE—45qbb CUPT. SIGNED—,rr(V 0
IWAIVINS PLIRRED SPACES AND PARALLEL ROAS OF 5TLIDS OR 1)ALL ANGLES,AF49 450 ILINLESS OTHERWISE NOTED.
STA66EFM STLV%AS FOLLOVS 6)ALL INTERIOR AND EXTERIOR FLOOR I STEP FINISHES, Z
I.I. VEIRTICIAiLLY AT THE CEILINS AND FLOOIR LEVELS. SMALL RAVE A NONrSLIP PH514 TO MEET :3 7' 11/4/1 r7
1.2. HORIZONTALLY AT KTERVALS NOT EXCEEDIW 10 ASTM 01028,STATIC,WEFFZIENT OF FRICTION HK OF 0.6. ENTRIY 51 ADDITIONAL NOTM 0 W C-4
FEET IMMAMCOMMEiCTIONS BEn'M C04CEALED VERWAL AND R302.12 Draftstopping. q)ALL HOOD IN CONTACT ATH MASONRY,CONCRETE OR EARTH EAST LANAd 4-11 11111- Ili -- 11 I-oil
INTERIOR LiviNs, AND ATTic. sToRA&E In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, HE5T LANAI 166 1) THESE PLANS ARE DESI&NED TO BE IN COMPLIANCE V41TH THE W 1/4 =1
SPACES REQUIRE A THERMAL BARRIER HORIZONTAL SPAC45 RICH AS OCM AT SOFFITIS,PROP CaLIWIS draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2).Draftstopping SHALL BE FRESM TREATED APPROPRIATELY FOR THE COW" STANDARDS E-STABL15HED IN SECTION 625-55.00"'? z
OVER ALL FOAM PLASTIC MATOZIALS, AM We cauws. 2 CAR 67ARA67E 62cl (.) 0 ui
shall divide the concealed space into approximately equal areas.Where the assernbiy is enclosed by a floor membrane above and 10) ISLASS TO BE TEMPERED r-LOR.IDA ADMIN15TRATIVE CODIEz. " NUMISIM
S. IN COlICEALED SPAM WrPM STAR STRINSERS,AT THE TOP I EAST BALCONY 4'11
INCLUDIN67 SPRA%( FOAM, I.C.P., AND SIPS blies under the following circumstances: 46-15
PANELS. AM BOTTOM OF THE RLK 84.0"r SPAC45 LINDER STAIRS,SMALL a ceiling membrane below,draftstopping shall be provided in floor/ceiling assem 10 EMERSIENCY'ESICAM AM RESCLIE OFENIN65 UINFIN. MECH. 2) THE MAIN NIND FORCE RESISTIN67 SYS,"MMS ARIE DES1,57NEP D
Or= -7-02
COWLY WITH SECTION R502.1 IN ACCORDANCE KTH SECTION 6, AN51/ASe, - - - - - - -
CEILINC75 ARE TYPICALLY 4 AT OPENINSS,AROLIND Ymm,Pipm,=T9,co4am,AND wes, 1.Ceiling is suspended under the floor framing. 12) LAISIEL-20 MINLITE "MININMIUM Dr=516N LOADS FOR BUILDIN675 AND OTHr:R 0
CONSTRUCTM AT CEILINIS,AIV FLOOR LEVEL,HM AN APPROVED MATERIAL TO TOTAL UM)IM ROOF (2155,14 U. LLI 2/1-7/1(0,4/a/I& 4/11/1&
V41TH ISYPSUM KALUE30ARP AM WALIFY IRESIIST THE FREE PAWAM OF F1,4e NO PROPIXTS OF 2.Floor framing is constructed of truss-type open-web or perforated members. STRUCTURES" TO V41TH5TAND THE P41W LOA05 A55OCIATW >
AS A THEPJ44L BARRIM F-OR THE SPRAY lCOMSTION. THE MATERI&FILLINS IM ANNILM SPACE SMALL NOT V41TH A MINIMUM BASIC NIND SPEED OF 1:20 MPH. 0
FOAM INSULATION TO BE USED. BE REWIRED TO MEET THE ASTM E 156 REMIREMM. R302.12.1 Matedals. NOM E)M?,CI5E OPEN BALCONY 124 5) THE COMPONENTS AND CLAIDDIN67 HA\/E BEEN SF-LECTrED LLI Z
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SPECIALTY CEILIN&S 5" AS 00F`FL�RED, 5 FOR THE FIREEILOCKM OF CHIMNEYS AND MIREIWA5,SEE Draftstopping materials shall not be less than 1/2-inch(12.7 mm)gypsum board,3/8-inch(9.5 mm)wood structural panels or AND THEIR USE INCORPORATED IWO THE PC-516N AND z
BEAMED, AND DOME COLINS75, MUST HAVE SECT1ION RIOOSA. other approved materials adequately supported.Draftstopping shall be installed parallel to the floor framing members unless ENCLOSED ACCESISIBLE SPACE LINDER.STAJRS SHALI HAVE SPECIFICATIONS IN ACCORDANCE HITH SECTION 6 OF THE
AN APPROVED THERMAL BARRIER 6. MFZMOC40W OF COFACES,OF A TWO-FAMILY DMELLINS 15 otherwise approved by the building official.The integrity of the draftstops shall be maintained. KAILS,MER STAR WRFACIES,AV ANY SOFFITS PROTECTED TOTAL FLOORW SPA4r= 66,65 11MINIMUM DE515N LOADS FOR BUILDINS75 AND OTHER 0
MT]IIIIIIEMN THAT WRAY FOAM AND r-E RE611LIM AT THE LIE OF PNELLIW LHT SEPARATIOK ON THE ENCLOSED SIDE NTH[no 6YPSLIM BOARD. 5TRI)OTURE5" MENTIONED IN NOTE 2.
INTERIOR OF THE BUILDINS. [L -j- 0 Aa arAia
L 1 11