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1057 BEACH AVE - DECK DRAWINGS002 ' Z—� I� 1 W 11 - II1 3 F�XQQ — ; I11 SQ NNW ; REVISIONS VI ! N S BY DEP PERMIT EC CISSUE ! fi BUILDING PERMIT ISSUE01/31/17CCK Z tA- O � O Z di! Z Zd z1 � c1 v cww zL1 Z w �z Z t!W ZW 0 �! Li W O1Z 1Q. 0J Q Q Lil Q W CJJ _ a �O L � W Q J LA-1 w tnl �O iY_ ? X tX 3:0 [L O Q d NLJQQ ® W Q Q mt _ Q 1 t LLJ1 — 0 > 0 (nQz QLAJ �t w ww � o- • 1 .. L + 1 1w N `I III11!1i 1I1!II1ii i�11�I ' ,_. > _ _ " s µ to wdI91i _ Z.' 11Ii1 o:Z dIFiI 1i111II iE Q 1i11 1I O _ t , ... f , .,. _. i : t - , y- ,lr � 1 I1IiI1LII ` . .. �. ' .� ....+ . ..._..... _.�.. ....w. ._.. F.,. _.. _ ;. ,a. .. ,. :. _ " u._ ._ .. 1 I1!}11Ii _I <_ ,. : : . ._. 4,._.. v., �._. _ _. 1 w, _ .,._ .....� , _f I3I.11I-ro. -.''. ' 9 � ._ ��. ;_. �...��.L.. � U -� w.; " • vdUtwzt ro ... ' uC30 0 m z t�d. 3,n t- ... CD < 4631-0"± Qw4 r. SEAWARD DISTANCEOF 0 WATER LINE wwU•,.i aaa c�r, v ED(n 4 5 0mf ?S #Ac .D 9 OC Z 00 SEAWARD DISTANCE OF MEAN HIGH WATER LINE C .Z 368'—O"± z SEAWARD DISTANCE OFSEASONALHIGH WATER LE Cy 0 271 -0t SEAWARD DISTANCE OF VEGETATION LINE 189"-00±SEAWARD DISTANCE OF RELOCATED FILL 140 -2 SEAWARD DISTANCE OFNW POOL DECK 127 —$w i NOTE. SEAWARD DISTANCE ALLREFE REFERENCED DIMENSIONS FROM 0F NEW THE DEP CCCL LINETO THE NEW TIAL POOL STRUCTURE ANDRESIDEN POOL DECK A� TAKEN FROM THE75-2 CENTERLINE OF THE SUBJECT SEAWARD DISTANCE OF PROPERTY ELEVATED 11MBEFDECK EXISTING TWO STORY RESIDENCE ui ALL ELEVATIONS AS RE HEREON EXISTING F!NIBASED 19� NAVt88 DATUM 30.ELj FLAT .30.0uj Lu N TIMBER DECK LL- 25.0 DCK 25.0 � w EXI TINGGRADE ui ry WAY N NEW POOL. DECK wm a WWI OSED 200 RE---SOD AREAS FILLED NTH to z o EDGE OF--\ -V EXCAYAIE SAND IS NG GRAD U. PAVEMENT _ F7aV1 ,07 10v 71 zf to MIR r— OR 10.0 1► 5.05.0 000•0 NA NAVD EVA TOTAL EXCAVAflNFRfidPOOL 4.2 YD SITECFLETOTAL EXCAVATION FROM PILE 6.9 CYDS TOTAL E 1 CYDS SOM1 20' aHOp "CAL ESAGERATED NET EXCAVATED FILL USED AS SITE + 41.1CYDS APP QVE©� _h �.s PERMITTED FLORIDA FILL SEAWARDFC By DIVISION MASGE NTLJR1DA DEPARTMENT ENVIRONMENTAL PROTECTION � OTHER CONSTRUCTION AN:EXCA TION NOTES: tiEsMsTeLY WITH � fl THE DRAyN ALL XA1EXlST3�� SAND MATERIAL SHALL BE RELOCATED CONSTRUCTION TfVtTt� STRI Y 7D ,. CCK AROUND THE PER ME7E0 E NEW P00� SHELL UTLZED BOTH owTx�pPPRov � . S AND THE AS BACKFILL MATERIAL MOUND THE POOL AND POOL DECK. ALL DES THIS PRMRss���au€suanr o CHECKED AM PERMITS REu�EXCES EXCAVATED EXISTING SAND MATERIAL SHALL BE LAGS CCK SEAWARD OF THE EXISTING TWO STORY HOUSE AS REQUIRED. ALL DATE`RELATE{ ALL MATER! . SHALL BE DEP APPROWE� CLE _ WELL COMPACTED, SAND.MATERIAL , .,, 12/28/16 t*VWWW by 0- AIR Cow all VOT tesw HAS g '4 qt 1. ... ...... - of �iGE�lfiT1#EAC£�P' � 2 REVISIONS BY STRUCTURALNQM- DEP PERMIT DESIGN IN ACCORDANCE 'NTH REQUIREMENTS (f THE 2014 FLORIDA BUILDING ISSUE10/28/16 CCK 13,-O"± CODE. ELEVATED DECK WIND DESIGN PER ASCE 7-10. NOT LOCATED WTHIN WIND REVISED POST EXIS11NG I- RNE D IS REGION. ELEVATED 11MBER DEC RE D SIGNED AS OPEN LOCATIONS i I-on± 11$-on is 1030 12/20/16 EXIS11N LIVE LOAD%, TWO STOR 2"x8" SYP No.1 CAP RAIL UNIFORM LIVE LOADS: BUILDING PERMIT RESIDENCE r al ELEVATED TIMBER DECK 60 PSF CCK ISSUE 01/31/17 ko 4 2*x4" P.T. SYP No.2 TOP RAIL (60 PSF IN UEU OF 40 PSF AS PER OWNER REQUEST) NOTE: 2%6" P.T. SYP NO.1 DECKING w/ 2pcs-#10 x 21/2 2"x2" P.T. SYP No.2 VERTICALS DEP DESIGN OTERIA: WATERPROOFING AND #2 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK FLASHING DESIGNED SCREWS AT EACH SLEEPER INTERSECTION 0 W/2" O.C. (4w CLEAR MAX.) DUVAL COUNTY�MONUMENT R049 t H3 6"x6" P.T. SYP No.2 POST 100 YEAR STORM -ELEVATION +17.5- NGVD (EL+16.4- NAVD)._ I BY OTHERS WATERPROOFING AS PER ARCHITECTURAL WAVE CREST HT. DOSTING PLANS (DESIGNED BY OTHERS) 2"xe P.T. SYP No.2 BOTTOM RAIL 100 YEAR' STORM DEStGN GRADE + 5.5" NGVD (EL.+ 4.4' NAVD) WAU FRAMING 2 P.T. SYP NO.2 SLEEPERS. FASTEN THROUGH INSTALL 2"xlO" P.T. SYP No.2 io 2 ;�ATERPROOFING AS PER ARCHITECTURAL PLANS DECK JOIST TIGHT AGAINST ELEVAIIED TIMBER DECK NNO LOAQ DESIQN 0 J.W I A; 000 W'W POST. FASTEN wl 6-12d BASIC WIND SPEED 130 M PH 00STING 3/4" RESSURE TREATED TONGUE AND GROOVE RING SHANK STAINLESS IMPORTANCE FACTOR 1.0 FLOOR FRAMING PLYWOOD SHEATHING. FASTEN w/ 10d STEEL NAILS EACH FACE. EXPOSURE 'Do Rift SHANK STAINLESS STEEL NAILS MEAN ROOF HEIGHT 15.0 FT 0 4" O.C. EDGES AND 6" O.C. FIELD 2"xlO" P.T. SYP NO.2 RIPPED b ROOF PITCH 0/12 (0,0 DEGREES) zo DOWN RIM BOARD. FASTEN w/ INTERNAL PRESSURE COEFICIENT "OPEN" +0.0/-0.0 4 ROWS 12d RING SHANK -uj STAINLESS STEEL NAILS bi Z COMPONENT AND CLADDING AT 10-S- IFT 26.6 PSF UPLIFT DESIGN PRESSURES. AT **T -25.8 PSF 0 16" O.C., INTO THE zwo END OF EACH DECK JOIST F ui ::)_j < zu. 01%- C14 DRIP EDGE, FLASHING AND ALLOWAM UNII SME= OD r, Q 2%12" P.T. SYP No.2 STRINGER------- 2%8" P.T. SYP No.2 1pc SIMPSON H3 CONCRETE: (PER ACI 318) W/ 2pcs 1/20xlO" ASTM TYPE 304 1"x- TRIM BOARDS AS PER STAGGERED SOLID BLOCKING STAINLESS STEEL CONCRETE: r." STAINLESS STEEL THROUGH BOLTS w/ 6-ld TOE-NAILS EACH END. H RRICANE CUP w/ ARCHITECTURAL SECTIONS , . "I I 1 11 1� I - =)0 C4 FOUNDA11ONS fc �a, 3000 `,P91 �1* z AND DETAILS �AE w/ 2nO WASHERS AND HEX HOLD FLUSH TO TOP OF JOIST 8- dxl 1/2 STAINLESS uj NUTS AND 8-16d RING SHANK REINFORCMENT- ASTM A6� _0061E' 60 S L NAILS AT EACH 2"xl2" P.T. SYP No.2 STRINGER STAINLESS STEEL NAILS 2*xlO" P.T. SYP No.2 TAPERED WELDED WIRE FABRIC ASTM A1_86 Z j2 GO o DECK JOISTS 0 16" O.C. TAPI R DE ,K JOIST (TYPICAL) wl 2pcs '/,OX10* ASTM TYPE 304 P SOIL BEARING PRESSURE: 25W (2)1.75"xll.25" 2.OE t STAINLESS STEEL THROUGH BOLTS 1* FROM 91/4 TO 8' 4 - (2)1.75"01.25" 2.OE MICROLAM LVL STRINGER. W/ 2"0 WASHERS AND HEX STAINLESS STEEL BOLTS ASTM MICRO-AM LVL STRINGER. I"x6m WESTERN RED CEDAR V-NOTCH SPLICE TOGETHER w/ 5 ROWS i NUTS AND 8-16d RING SHANK TONGUE AND GROOVE CEILING DIAPHRAGM SPLICE TOC-ETHER w/ 5 ROWS 12d RING SHANK STAINI ESS STAINLESS STEEL NAILS R]EINEMCM CQNMEIE (LUMBER GRADE AS PER OWNER). BLIND 12d RING SHANK STAINLESS STEEL NAILS 0 12" O.C. 0 NAIL w/ 6d STAINLESS STEEL FINISHES STEEL. NAILS 0 12" O.C. ALL CONCRETE WORK- SHALL-CONFORM TO THEAt0*0AENTS OF THE,LATEST:,EDITION NOTCH TOP OF 6wx6" NOTCH TOP OF 6 At x6" NAILS' AT EACH DECK JOIST INTERSECTION. OF ACI 318 AND Act -301. POST 1" TO RECEIVE 2pcs ASTM TYPE 304 '/2 OX1 POST 1" TO RECEIVE (2)1.75"xll.25" 2.OE STAINLESS STEE THROUGH BOLTS UNLESS OTHERWISE SHOWN ON DRAWINGS, MINWI*l REINFORONG SHALL' BE MICROLAM LVL SMNGER. (2)1.75"xl 1.25* 2.OE w/ 2"0 SHERS AND HEX AS FOLLOWS: MICROLAM LVL STRINGER. NUTS AND -16d RING SHANK 1%6" COLUMN CAP TRIM BOARDS x FOUNDA71ONS STAINLESS STEEL NAILS < AS PER ARCHITECTURAL SECTIONS 6"x6" P.T. SYP NO.2 POST AND DETAILS M ALL FIBERMESH CONCRETE SHALL, HAVE fc 3000 ,* WITH Ibs ,OF , 6"x6" P,T. SYP NO.2 POST 300" VIRGIN HOMOPOLNUER POLYPROPYLENE FISR&LAIM FIBERS PER �CUSIC YARD, 1%8" COLUMN I IASE TRIM BOARDS 1"x8" COLUMN WRAP TRIM BOARDS VARYING IN GRADATION �AND`i GTH FROM 31e TO 1 '1'/2*. ,IALL REINFORCING 0 AS PER ARCHIT 7_CTURAL SEC11ONS AS PER ARCHITECTURAL, SEC11ONS STEEL SHALL BE GRADE 60.1-- AND DETAILS AND DETAILS ELEVAIM EMIJER DF-CIC EMSTING TRAVERTINE FIELD PAVERS OVER ALL DIMENSION LUMBER�'OECk !N9, JOISTS, STRlt4GERS, AND RAILING SHAU BE SYP NO. 2 WALL FRAMING COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER OR BETTER, NTH AN AUPWASLE SENDING STIR M- Fb 12W sit IN ACCORDANCE'� p NEW DECK DRAIN < WITH SOUTHERN YELLOW PINE INSPECTION BUREAU CRADING� RULES. BUILD UP PERIMETER WITH EXCAVATED EXPANSION JOINT AND SEALANT EXIS71NG ALL LUMBER, TIMBER, AND PdSTS SHALL BE PRESSUIRE' TREAlM, 4N ACOORDANCC WITH SLAB ON GR !jtRVATIVES SOALL BE,IN 'A CAN11LEVERED TRAVERTINE ANCE NTH ADE EXISTING SAND FILL COPING AWPA STANDARDS,.F C-:2 AND,,,-_C+-14. THE PRE 0 ;.4d. a FEDERAL .SPECIFICATIONS TTN�*-5 71 J At4D TTW-.J.36 AND AWPA STANDARD P uj TRINGER MATERIAL ALL 6"X6" POSTS I N 1) N GROU ALL 0 O"CO. ALL 2 xl2'* S SHALL BE 0.40 ACQ. AL DECK J06% SHAL :BE -�Q.� L 207,xl w < 18*0x2`-O`*d CONCRETE Y L 40 ACQ. ALL 2'*6 z "DONUT" FOUNDATION DECKING MATERIAL SHALL BE 0.40 --,A 21* Ow RIM 46AM MATERIAL- SHALL CLEAR CQ. A4, xl Lj BE 0.40 ACO MATERIAL. (TYPICAL 4 LOCATIONS) 2e0x2'.-O'*d CONCRETE 0 Y _SS ALL EXPOSED HARDWARE SHALL BE TYPE 304 STAINLE SIM L--,, E)OSIlNG 1-#402% EACH WAY, "DONUT" FOUNDATION I I -�: 6 0 9 0 43OLTS; AND THREADED ASTM A-276 OR ASTM STEMWALL AND (TYPICA_ 4 LOCATIONS) NEW POOL sTuDs sHAu MEET REQUIRE14ENTS OF �A-493, AND TYPE 304 < 3f THROUGH 6*x6" POST STAINLESS STEEL NUTS SHALLMEET THE..REQUIREMENTS OF ASTM F-594. AND Li X L) APPROVED PLAN AS PERNIMED EmdjouNDATION 0 :3 TYPE 316 STAINLESS sHA BY THE DIMION OF WATER RESOURCE MANAG STRUCTURE I M STEEL. WASHERS �jljx i��VFET THE REQUIREMENTS OF < m w ASTM A-240, AND TYPE 30* PROTECTION FLORIDA DEPA"EW OF EWRONMENTAL 1-#4xl8". EACH WAY, SAINLESS ui m AND ANY OTHER AU"ROED ACTWITIES STABILIZED SUBGRADE, 0 APPROVED CONSTRUCTION A -i NON-PLASTIC, INORGANIC, THROUGH 6"x6" POST LL. r, r- MUST COMPLY WITH AL,L CONDITIONS OF 71HE PERMtr to z � 2 DRIVE AND ACTIVITIES ARE STRCTLY LIMITED 7`OiW� v ALL SCREWS TO FASTEN THE 21/2 #2 SQUARE CONSTRUanON gTED IN THE PRojECT GRANULAR SOIL COMPACTED $4 ;btCKING S14ALL BE #10 x BOTH SHOWN At ON nE APMOVED PLANS AND U' STABILIZED SUBGRADE, TYPE 304 STAINLESS STEEL ' E�K tCREWS. pERMFT IS ISSUED PURMIANT701 CK 161,M TO A DENSITY OF AT LEAST V DESCRIPTION— rrM MAY BE REOWFJU 95% OF THE PROCTOR MAXIMUM NON-PLASTIC, INORGANIC, "OTHMPERMITS GRANULAR SOIL COMPACTED AU N FRAMING, 1SHALL BE AING SHANK. TYPE 304- STAINLESS AILS TO FASTEN DRY DENSITY (ASTM D 1537). j __L4_V. ADJUST AROUND EXISTING TO A DENSITY OF AT LEAST STEEL, U.N.O. Ode 95% OF THE PROCTOR MAXIMUM Pewioftd by FOUNDATION AS REQUIRED. ALL SIMPSON H3 HURRICANE CLIPS SHALL BE TYPE 304 STAINLESS STEEL DRY DENSITY (ASTM D 1537) *7 CK T., 5UpyjEMjMY N NEW ELEVATED TIMBER D SECTION THROUGH 16"0 "AUGERCAS CONCRETE ANCHOR -nNG STRUCTURE. NOTE: SECTION PILE VERIFY ALL DIMENSIONS WTI 4.txis ARCHITECT/CONTRACTOR/OWNER THE STRUCTURAL ENGINEER LL NOT HAVE CONTROL OR BE RESPONSIBLE FOR MAY INSTALL AN ALTERNATE SCALE: 3/4. 2"x8" SYP Nol CAP CONSTRUCTION- MEANS, ME TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR RAIL OMISSIONS OF- THE CONTRA OR ANY,,,QJHZR PERSONS PERFORMING WORK, NOR FOR FLO IDA BUILDING CODE COMPLIANT HANDRAIL SYSTEM THE FAILURE �OF ANY OF 114EM TO CARRY WORK IN ACCORDANCE WITH THESE 2"x2* P.T. SYP No.2 CONTRACT�DOCUMENTS. > 2"x4" P.T. SYP No.2-" VER-nCALS 0 51/2- O.C. ING, SHORING, WYING. OR OTHER MEANS TO AVOID Li 2"W SYP No.1 CAP TOP RAIL PROVIDE ALL TEMPORARY BR40 RAIL (4m CLEAR MAX) AL &EMENTS�AN PLACE DURING EXCESSIVE STRESSES AND T OLD STRUCTUR CONSTRUCTION. 0 X0 2"W P.T. SYP No.2 P.T. SYP No.2 Sol POST IF THE FOOTING ELEVA71ONS SHOWN OCCUR IN A DISTURBED, OR U TOP RAIL z THE ENGINEER SHALL BE NOTIFIED. 2"x8" P.T. SYP No.2 SOLID I/J7 6 x6" P.T. SYP No.2 2 BLOCKING EACH SIDE w/ 6-16d POST "W P.T. SYP No.2 R.MUM SKV*D IN NJE W STAINLESS STEEL RING SHANK 2"x2* P.T. SYP No.2 NAILS INTO 6*xV POST 19. 2"xlO" P.T. SYP N0.2 VER71CALS 0 51/p O.C. 2nd DECK JOIST FIRST 2N10" P.T. SYP No.2 DRAM (4- CLEAR MAX.) TAPERED DECK JOIST� CCK CHECKED u Ij 2"x4w P.T. SYP No.2 DRIP EDGE, FLASHING AND CCK BOTTOM RAIL 1"x- 7RIM BOARDS DATE EXj 1cXj 10/28/2016 2"W P.T. SYP NO.2 2pcs lAoxw HOT DIPPED T0lWlW6T0_F*e8M*W$*MMWAWl&U, 4-12d STAINLESS STEEII SCALE DECKING GALVANIZED THROUGH BOLTS w/ it-ON 3/4* 2ax4" P.T. SYP NO.2 RING SHANK NAILS FROM 2"0 W)kSHERS AND HEX NUTS SLEEPERS 2nd 2"xlO" JOIST INTO AND 6-16d RING SHANK FLOWAMIMMIM -052 E16 SOLID BLOCKING STAINLESS STEEL NAILS SHEET 2 xlO* P.T. SYP NO.2 RIPPED of lot TYPICAL HLkN DOWN RIM BOARD SECTION- AT INTERMEDIATE 6 x6t r2 ELEVATION r3"%\ SECTION fwoFam4w70M"9DWEW"DUFMAC0=AL STOWEVENTAMMMOYFAC62M A(77710 Y U L 3/ ��-2 SCALE: 3/4" SCAL 11-0 TWOLMIMMMHAS WAS ffiXXWMGWM ASM SWEMM61 81RUCTM 14 ACCOROME Will FAC CWWM MUMM. SHEU 2 OF 2