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CIES -OIGA 13e AND COASTAL SYSTEMS rN OW NTE: FLORIDA DEPTOF t!7 Z ?� V I o0000O1.,,.� LL REFERENCED DIMENSIONS ENVIRONMENTAL PROTECTION LL O 0 0 SEAWARD DISTANCE OF WI W r I0 a�....� ¢�W ROM THE DEP CCCL LINE TO APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED c V V V Z �xIAQ >; ► E NEW RESIDENTIAL POOL ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE W NEW TIMBER DECK � - 1 ' '� WI W W (�� STRUCTURE, POOL DECK, AND PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY V 64 -0 0!o piN ELEVATED TIMBER DECK ARE LI�IITEDTOTHOSEBOTHSHOWNONTHEAPPROVEDPLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT (1 , LL N +�, ^' TAKEN FROM THE CENTERLINE IS!ISSUED PURSUANT TOCH. 161,F.S.,AND OTHER PERMITS CIO CIO OF THE PROPERTY MAYBEREQUMED. Ib 00 NEW ELEVATED of o WA o►o TIMBER DECK I �i� CONCRETE Ili ICK- �3u�o� 'pu-3q8 �- os I I REVIEWED DATE PERMIT NO. r z 2-STORY 2-SITORY WOOD I WOOD & VINYL o �,®� RESIDENCE #659 A COVAD RETE Q I RESIDENCE I� o GARAGE FriF.=18.70' I a #659 B o F.F.=15.48 i' I c IO o N83'20'30"E 264.81 ' I y i �6 1 �, x�y;l. x�y zdg Uf fp O� FJ• Q y x11 x, 1�x'� xQ!' x6\ 'moi Q LL 1 o FENCE ON ra LII .OB' �6• WOOD FENCE x I 6• x I x Q / W C� // F..1041 w 0— C 1 c T014 (� w I3 o NEW FENCE r CONCRETE DRIVE - i�; O L > / i C VE I Lo N�� �- r tV �..L.� 2 STORY BLOCK & FRAME C E TE CONCRE WALK = I _ RESIDENCE NO. 1547 3,g' I U v I 5 t0 • 16' x • I I DECK QQ � Lv t� x 3 � I M I p ��� aV �,; i� STONE g A wars ON �I 6. I x1 x6'I xDc• 09 F - 5 x I FENCE S' WOOD fllE 4' WOOD FENCE FENCE WKj x x16 d. iW001�r� 1 �` O x�• x,�1 %,�'j� xx1�'y x ' PROPOSED NEW POOL ( JS83'20'30"W 264.81 ' i STONE I GRADE (FILL) 61 O KNEE I a " NEW POOL I I WALL I ,V60 7 Iw01 COPING 0 ®� 1 1 �q� � IJ CL 20 z -' SEAWARD Y w z w Z w ,gN ,yl,U� �� opo I az Cho az z ®C® `��G 1. J DISTANCE OF W = m w Q N J -� a�TA�sr�T� �I NEW POOL ZX wE•i w ww 0 45#-509o a w > Q Q TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, a- a w cn U I Z a w 3 3 a a o a = o = THESE POOL D� SIGN PLANS AND SPECIFICATIONS ARE IN SEAWARD c� a _ _ _ COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION ClC I DISTANCE OF I I n. xo = a = 62B-33.007, FLORIDA ADMINISTRATIVE CODE. CHE PROPOSED FILLSITE PLAN a a C 47'-0" Q EXCAVATION QUANTITIES: THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN p) COMPLIANCE WITH THE STANDARDS AND GUIDELINES 04/1 I LL.I o J SCALE: 1 = 20' TOTAL EXCAVATION FROM PO = ESTABLISHED J CHAPTER 12.9.4 AND CHAPTER 13.5.3 sc OL 49.2 CYDS OF FEMA 55, (�OASTAL CONSTRUCTION MANUAL AND APPENDIX AS � 0 W J LEGAL DESCRIPTION TOTAL BACKFILL AT DECK = 18.3 CYDS 0 "L" TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. roe V) 0 _ LOT 3, BLOCK 15, ATLANTIC BEACH S DIVISION "A", AS TOTAL EXCESSS BACKFILL MATERIAL = 30.9 CYDS E07. RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS SH , - 0 PUBLIC RECORDS OF DUVAL COUNTY, ORIDA, TOGETHER WITH ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES „ THOSE LANDS LYING EASTERLY OF SAI BLOCK 15 TO THE EXCAVATION NOTES: ESTABLISHED IM CHAPTER 12.9.1 AND CHAPTER 13.5.1 OF THE ..I EROSION CONTROL LINE OF SAID COON AS RECORDED IN PLAT ALL EXCAVATED EXISTING SAND MATERIAL SHALL BE RELOCATEDFEMA 55, COASTAL CONSTRUCTION MANUAL. BOOK 35, PAGES 59, 59A AND 59B 0 SAID PUBLIC RECORDS AROUND THE PERIMETER OF THE NEW POOL SHELL AND UTILIZED BEING BOUND ON THE NORTH BY AN STERLY EXTENSION OF AS BACKFILL MATERIAL AT THE POOL DECK. ALL EXCESS THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK THE NORTH LINE OF SAID LOT 4, AND OUND ON THE SOUTH EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED SEAWARD OF DAMAGE O( ADJACENT DWELLINGS DURING A COASTAL BY AN EASTERLY EXTENSION OF THE UTH LINE OF SAID LOT 4. OF THE EXISTING 2 STORY HOUSE AS REQUIRED. STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n). SHEET 1 i I a j W m STRUCTURAL NOTES: rREVISIOt DESIGN IN ACCORDANCE WITH� REQUIREMENTS OF THE FLORIDA BUILDING BU� ILDING f- CODE 2004. ELEVATED DECK WIND DESIGN PER ASCE 7-02. LOCATED ISSUE 04 UWITHIN WIND BORNE DEBRIS REGION. ELEVATED DECK STRUCTURE SEAWARD DISTANCE OF NEW TIMBER DECK w W DESIGNED AS "OPEN". 64'-0" Z 0 DEP DESIGN CRITERIA: ICOASTAL CONSTRUCTION DUVAL COUNTY I CONTROL LINE PROPERTY LINE N 83'2O' 30" E 264. 81 ' MONUMENT R051 100 YEAR STORM ELEVATION 17.5' NGVD X - - - X - - X- - - - - -X X X X - - x - X- - - X - - - X - - X - - WAVE CREST HT. V I EXISTING 6'h NEW EXISTING 100 YEAR STORM DESIGN 5.5' NGVD WOOD FENCE -�� GRADE x 16.4 LIVE LOADS: • UNIFORM LIVE LOADS: POOL DECK SLABS 40 PSF i I I I,` c,.,.. f• f ELEVATED TIMBER DECK 40 PSF ui m z ELEVATED TIMBER DECK WIND LOAD DESIGN CRITERIA: i • . . . . . ' � ; � � �a� as..r ,, ,°,. ,. {fir,. F I w =a ' '±f '' ' BASIC WIND SPEED 120 MPH 00 {'' r° ' ` F ` ` F' IMPORTANCE FACTOR 1. 0 U �+ EXPOSURE SC' Z f., MEAN ROOF HEIGHT15.0 FT L 0/12 (0.0 DEGREES W ROOF PITCH _ INTERNAL PRESSURE COEFICIENT OPEN" +0.0/-0.0 = CONCRETE. ° I r REFRAME NEW DOOR .:OPENING ~ w/ 2pcs 2x4 SPF No.2 JACK ALLOWABLE UNIT STRESSES Y t CONCRETE: PER ACI 318 0 DRIVEWAY _ _ $,s ( ) x _ -f" ` 3 'STUDS AND 3pcs 2"x4" SPF No. SAWCUT AND REMOVE PORTIONS FULL HEIGHT STUDS EACH SIDE OF THE CONCRETE DRIVEWAY , CONCRETE: U i= I I. SLAB ON GRADE AS REQUIRED I _ ' ,"` �` L SHELL = _ , � �..r f�,,. s ,,• STRUCTURAL P00 f c 3000 PSI elf C TO ALLOW FOR NEW POOL �� F... ' .. } SLAB ON GRADE f'c = SI Lv U _ � € ; I •�` `` <� :✓{•• �' ' ��' F�`> ��° CONCRETE ANCHOR PILE 3000 P u INSTALLATION _ , I:: ✓'+ � f c = 3000 PSI = c s 2 REINFORCMENT: ASTM A615 - GRADE 60 �O NI 4'-0''h -�� r _ ' ' WELDED WIRE FABRIC ASTM A185 ~ v wooD FENCE To EXISTING TWO STORY w ..` I '' >' SOIL BEARING PRESSURE: 2500 PSF w c` �.� MATCH EXISTING � 1 I 1 # >F �' „ RESIDENCEo- �p �' w �s '..,. » „ L X X X X X 7C SONO B FORMED C N RETE ANCHOR PILES = AT 18'h RAISED �.�-� x ;:` �- r - - - ' 9 ✓' sF° ,,' ,,r' 1) MINIMUM 16” DIAME R U WATERFALL > ' ' t ' ` 2 MINIMUM 8'-0" LENGTH EL. +16.67 NGVD 3 REINFORCE w/ 6-#5 x 10'-6" w 3 TIES AT 12" O.C. .... .. � _. .._,_. .. ..._ ,.n.... .. ., TO 0 AB / » ..,- -------- s ------ .... .... I I i I ' ' �, P F SL r _ # F 4) CONCRETE f c = 3060 PSI NEW 4 -0 h X `r�i T ' -r��,`t I I _ € _ `' ,,f (EXISTING) ' ' _L— _ A I i = _, 1 _ ,,•�• �' ��`'`' 5 PILE CAPACITY SHALL BE 1 0 AWN t ) To WOOD FENCE TO L --1 _ NS. MATCH EXISTING -`` _J �� I _ s� f,, F`'` °'` REINFORCED CONCRETE r,. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF�G �� I _ z ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW �F. DEEP WELL t ; ; i ; i = I r•°` AL OF URAL t � DRAIN = � f � z ,, '{` AND APPROVAL THE �TRUCT ENGINEER. ry' r rr r » ` ..» ; 3 ' 11 [_Qa � � €€ , ELEVATED UNLESS OTHERWISE ED � � SHOWN WN ON DRAWINGS,A WI � _ � NGS MI • 23'-0" � NIM 6> 3 � UM COV � � � ER FOR R 3 6 ,�' r REINFORCING CI NG ;� SHA I F LL F Q x ���°� ,F` �` ,,>° BE AS _ < I 1 w� FOLLOWS: a = r X , TIMBER = � �°# -6'-0v of _ E K I ' 3 2 f i N , '+ '� . ' ,. ' ' >°"'f SLABS ON GRADE CENTERED i EL. POOL I _ _ �' 3 ' STRUCTURAL POOL SHE 2" I I ' ' I E ' 'REFRAME NEW DOOR OPENING` ' ANCHOR PILE " i POOL DEPTH VARIES 2'_6„ € _ < ` i ,, IfI/x 3'-0" TO 6'-0" 1'2: rw/ 1pc 2"x4" SPF No-2 JACK ,`' 3 LAWN ; � 6F `—QEP WELL STEPS STUDS AND 2pcs 2"x4" SPF No.2,. 'f ALL REINFORCEMENT SHALL (aJNFC)RM TO AST1cfi A615, GRADE 60. ALL WELDED WIRE Z �"1' tic DRAIN FULL HEIGHT STUDS, EACH SIDE FABRIC SHALL CONFORM TO ASTM A185. Q (� X �, �_ 1 ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. EL. +16. 0 NGVD '° " TOP LL COPING -L� —1 ~ I W""' ` " „ "u � � '` , ' ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED I I i F� f ' C NEW 4 -0 hL��r i__�____ _ _ _,_J____ ---------�,..% ,, / AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES — WOOD FENCE TO _ n...m. m... fiu..M _ ` �'+ AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD U U MATCH EXISTING » ,_3„t X PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS LL 16 SONOTUBE FORMED 12 TREADS 0111/4” = 11'-3 POOL SHALL BE PLASTIC DIPPED AFTER FABRICATION. LLJ CONCRETE ANCHOR PILES EL. +16.50' NGVD I X (TYPICAL 6 LOCATIONS) o A TOP OF COPING 14'-6"t EQUIPMENT ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION co SLAB ON �,--� LAWN I I ., ",GRADE . OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL rn ap X X X WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. 0 _ EXISTING 6 h rf"' EXISTING 6'h WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. z �-�- r I WOOD FENCE 16.0 WOOD FENCE x 16.2 �--� x _ EXISTING 6 h �-� EXISTING 6'h - ELEVATED TIMBER DECK: Q ` WOOD FENCE WOOD FENCE X X X X X X X X X X X X_ _ X ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW "j LL. PROPERTY LINE » 4 � PINE INSPECTION BUREAU GRADING R / S83 20 30 W 26 : 81 D RULES. Q SEAWARD DISTANCE OF NEW POOL STRUCTURE 0 C COASTAL CONSTRUCTION FROM Q OF POOL SHELL ALL LUMBER, TIMBER, AND POSTS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH ( ) APPROVED PLAN AS PERMITTED AWPA STANDARDS. C-2 AND C-14. THE PRESERVATIVES SHALL BE IN ACCORDANCE WITH (L Z CONTROL LINE CONTRACTOR NOTE: BY BUREAU 45'-5" ADJUST STAIR TREAD AND COASTALOF BEACHES SYSTEMs FEDERAL SPECIFICATIONS TTW-571J AND TTW-536 AND AWPA STANDARD P-5. • AND RISER DIMENSION FLORIDADEPTOF » 0 AS REQUIRED, FOR ENVIRONMENTAL PROTECTION ALL 6X6 POSTS IN GROUND SHALL BE 0.60 ACQ. ALL 2"x10" DECK STRINGER MATERIAL EXISTING SITE CONDITI S SHALL BE 0.40 ACQ. ALL 2x8 JOIST MATERIAL SHALL BE 0.40 ACQ MATERIAL. ALL O APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED 2"x6" DECKING MATERIAL SHALL BE 0.40 ACQ. ALL 6"x6" HANDRAIL POST MATERIAL, a ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE ALL 2"x6" CAP MATERIAL, AND ALL .2%4"2"x4" HANDRAIL MATERIAL SHALL BE 0.40 ACQ MATERIA PERMIT. CONSTRUCTION AND ACTIVITIESL. NOTE. JV POOL AND DECK PLAN y� LIMITED TO THOSE ARE STRICTLY ALL REFERENCED DIMENSIONS W BOTH SHOWN ON THE APPROVED PLANS » �— AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET THE FROM THE DEP CCCL LINE TO SCALE: 1 4 = 1 -0 Z THE NEW POOL AND NEW POOL ISISSUED PURSUANTTOCH. 161,F.s.,AND OTHER PERMITS REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN ACCORDANCE MAY BE RE GRADE DH DECK ARE TAKEN FROM THE � REQUIRED. WITH ASTM A-153. NUTS SHALL MEET THE REQUIREMENTS OF ASTM A-563, , CENTERLINE OF THE PROPERTY 3 m �" INDICATES SLOPE/RUNOFF I'l,�-�� 07 I)u --j98 AND HOT DIPPED GALVANIZED IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED WASHERS REVIEWED PATE PERMIT No. - AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). S ALL SCREWS TO FASTEN THE 2"x6" DECKING SHALL BE #10 x V/4", #2 SQUARE DRIVE BEND OVER 8-#4 20"0 "SONOTUBE" FORMED TYPE 316 STAINLESS STEEL DECK SCREWS. VERTICAL REINFORCING CONCRETE ANCHOR PILE w/ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, lk ALL NAILS TO FASTEN FRAMING SHALL BE 126 RING SHANK TYPE 316 STAINLESS FROM "SONOTUBE" FORMED 8-#4x 9'-0" LONG w/ STEEL, U.N.O. CONCRETE ANCHOR PILE INTO #3 TIES ® 12" O.C. 8-#4 x 9'-0" MONOLITHIC POOL SHELL io z AT 5'-6" LONG PILE THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN ALL SI W/ 3 TIES / # , I COMPLIANCE WITH THE STANDARDS ESTABLISHED IN MPSON H2.5 HURRICANE CLIPS SHALL BE TYPE 316 STAINLESS STEEL. DRA ® 12 O.C. iv EL. VARIES SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. C SUPPLEMENTARY NOTES C TOP OF PILE cHEc N THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN CC COMPLIANCE WITH THE STANDARDS AND GUIDELINESco VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE. ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, 04/1( Ato FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L ELECTRICAL, AND PLUMBING DRAWINGS. �.scp PILE SECTION TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR 1/4 = rn 3 SCALE: 1/2" = 1'-0" `r' EL. VARIES _ CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AN JOB BOTTOM OF PILE THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR E07- ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES THE FAILURE OF ANY OF THEM TO CARRY OUT ALTERNATE 20" DIAMETER CONCRETE ANCHOR PILE ESTABLISHED IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 OF CONTRACT WORK IN ACCORDANCE WITH THESE SHE THE FEMA 55, COASTAL CONSTRUCTION MANUAL. DOCUMENTS. Mqr 0 b PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TOA 1 0U w E LE VA TI 0 N THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACED SOF _ OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL CONSTRUCTION. DURING COAS�A� `h�s P-1 SCALE: 1/4" = 1'-0" STORM EVENT AS REQUIRED BY FAC 62B-33.007 5 m n !(,jo C )( )O IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, ` 4-c AND FEMA 55, CHAPTER 12.9.4. THE ENGINEER SHALL BE NOTIFIED. SHEET 1 3 w3 .. I , i V) O U Q U 2"x6" a � � 2x6 SYP No.1 CAP to 4 1/409± UPLIFT . x � CONNECTOR SCHEDULE „ RAIL st 4 -5 f 1 -2 3/4 f 6"x6" „ 6x6 POST LOCATION tO �' 2x8 P.T. SYP NO.2 rr " „ 2 2x2 P.T. SYP No.2 M RIM BOARD x4 P.T. SYP No.2 EMBER SUPPORT SIMPSON CONNECTOR --- $o TOP RAIL VERTICALS 0 51/2" Q.C. . „ „ 2 4 C x8 DECK JO 2x4 P.T. SYP No.2 ( CLEAR MAX.) IST: 2x10 DECK STRINGER CLIP EACH INTE „ RSECTION MID RAIL 2 x10 FLU 6 x6 P.T. H BE .T. SYP No.2 r co „ „ AM �1)1­12.5 1 LUS28 FACE MOUNT HANGER POST EX r� - „ 6 x 2 x12 FLUS TEND ABOVE 6 P.T. SYP No.2 P H BEAM 1 2 x4 P.T. SYP No.2 OST (LUS28 FACE MOUNT HANGER ZEXTENDED FOR HANDRAIL DECK FOR HANDRAIL � BOTTOM RAIL �� �� L 2x10 DECK STRINGER: 6x6 s INSTALL T (2) /8 O THROUGH BOLTS A LL 2x8 P.T.P APPROVED t���vci}PLAN As PERMITTED .TSYP No.2 DEC �2 r K „ „ 2x12 DECK SBEAM. 2 x6 P.T. SYP NO.2 DECKING w 4-16d RING SHANK S.S. NAILS BYBUREAU OFBEACHES (2)2"X12" P.T. JOISTS TIGHT AGAINST 6"x6" POST. / AND c(}A f kL SYSTEMS 2pcs-#10 x 3'/ " 2 SQUARE SYP No.2 FLUSH FASTEN w/ 6-12d RING SHANK DRIVE TYPE a �# 6"x6" POST: EXISTING GRADE EMBED 5'-0"f INTO EXISTING E 0, _� _ DFPTUF L 316 STA G ,; � , DECK BEAM STAINLESS STEEL NAILS EACH SIDE. STAINLESS ENvl�.,,r��.�.,; ,��.����zot-EcrloN r S GRADE STEEL DECK SCREWS AT „ „ " 2x1 2 STAIR STRINGER: 2 x10 SUPPORT BEAM APPROVED CONSTRUNDA NY OTHER AUTHORtz EACH INTERSECTION (2)H2.5 CLIPS EACH INTERSECTION E ,., V, I c SIMPSON LUS28 , 2 x12 SUPPORT ACTIVITIES MUST COM,, ��e !I �,I €,CONDITIONS OFT L � BEAM (2)A35 ANGLES EACH � INTERSECTION + PERMIT. CONSTRUCTION 'ht �1i!ES ARE STRICTLY STAINLESS STEEL NOTES: co LIMITED TOTHOSE BOTH<�s .-1•.011-� HIE APPROVED PLK}4YC.E MOUNT HANGER r 1) CONNECTORS ARE SIMPSON STRONG TIE, 316 STAINLESS STEEL. AND LISTED IN THE PROJE ` 'ftit'`CCON. THIS PERMIT 2"x8" P.T. SYP No.2 „ rr 2) SEE DETAILS THIS SHEET F (4) 2 x12 P.T. SYP No.2 FLUSH OR TYPICAL APPLICATIONS. IS ISSUED PURSUANT TO C11, t s.,AND OTHER PE}tMrrs DECK JOISTS 0 16" O.C. DECK BEAM. FASTEN TOGETHER 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: MAY BE REQUIRED. r _ �. o o w 4 ROWS ,� CY1 Q / 12d RING SHANK H - � � Ig 1 c SIMPSON LUS28 STAIN 2.5 10 10dx1 _I �( P LESS / " STAINLESS STEEL NAILS REVIEWED PERMIT No. co STEEL FACE MOUNT HANGER w/ STAINLESS STEEL NAILS A35 10-10dx1'� STAINLESS STEEL NAILS r (2)2"X10" P.T. 10-10d STAINLESS STEEL 0 12 O.C., EACH LAYER LUS28 10-10d STAINLESS STEEL NAILS ; i SYP No.2 STRINGER, NAILS AT EACH CUT-IN 2'/2" SEAT INTO 6"x6" cn 6"x6" P.T. SYP No.2 L � BELOW DECK JOISTS DECK JOIST POST TO RECEIVE HEADER BEAM. I - POST, EXTEND ABOVE r 6x6 P.T. SYP No.2 INSTALL 2pcs /e HOT DIPPED oDECK FOR HANDRAIL POST GALVANIZED THROUGH BOLTS AT o o L EACH BEAM TO POST LOCATION oo cr .. • N 4 NOTE: L z p_3 WATERPROOFING AND r - 1 SECTION o 0 FLASHING DESIGNED 2 BY OTHERS P_4 P-3 SCALE: 3/4" = 1'-0" "� L r I L H r 14 $0 2"x6" P.T. SYP NO.2 DECKING w/ 2"x6" P.T. SYP NO.2 DECKING w/ L 2pcs-#10 2SUAR _ „ P # a ,# SQUARE 2pcs #10 x 3/4 ,#2 SQUARE -H DRIVE TYPE 316 STAINLESS -H -H „ r DRIVE TYPE 316 STAINLESS A Q, 12 -0 STEEL DECK SCREWS AT STEEL DECK SCREWS AT M i EACH INTERSECTION EACH INTERSECTION T00 L 1 6 -p" r 6'-0" A=i M L 6 1/4n r 6"x6" POST LOCATION 5'-10"t 4'-5"t A 3/4'f EXISTING rl 2"x8" P.T. SYP NO.2 TWO STORY a "x8" TIMBER FRAMED 2x8 P.T. SYP No.2 2x8„ P.T. SYP No.2 RIM BOARD HOUSE 1 DECK JOISTS 0 16" O.C. DECK JOISTS 0 16" O.C. � 3t ' 2 SECTION 3 SECTION 2"x8" P.T. SYP 1 pc SIMPSON P-3 SCALE: 1'/a" P-3 SCALE: 1'/2" = 1'-0" No.2 DECK JOIST, STAINLESS , EEL j I ANSTALL_.TIG w.. A35 ANG 2"x6" P.T. SYP NO.2 }DECKING w/ „ „ „ 2"x8 P.T. SYP _ , 2 INSTALL 2x8 P.T. SYP No.2 DECK x6 SYP No.1 CAP 6 x6 POST EACH SIDE No.2 DECK JOIST, 2pcs-#10 TYPE 316#STA STAINLESS RAIL i JOIST TIGHT AGAINST 6"x6" POST. INSTALL TIGHT AGAINST 2x4 P.T. SYP No.2 " " 1 pc SIMPSON LUS28 L 6"x6" POST STEEL DECK SCREWS AT FASTEN w/ 6-12d RING SHANK " " -H 1. STAINLESS STEEL EACH INTERSECTION STAINLESS STEEL NAILS TOP RAIL 2x2 P.T. SYP No.2 FACE MOUNT HANGER o VERTICALS 0 5'/2" O.C. s i•--- EXISTING HOUSE 2"x4" P.T. SYP No.2 ( " CLEAR MAX.) `.-° �• I ; SIDING MID RAIL (4)2"X12" P.T. r co SYP No.2 FLUSH 3 cn z 6"x6" P.T. SYP No.2 POST P_ 1 pc SIMPSON H2.5 „ „ EXTENDED FOR HANDRAIL 3 DECK BEAM L cn STAINLESS STEEL STAINLESS STEEL STEELANK 2x4 P.T. SYP No.2 P 4 2"x8" P.T. SYP r HURRICANE CLIP w/ TOE-NAIL EACH SIDE BOTTOM RAIL No.2 DECK JOIST, Y 10-10dx1'/ " STAINLESS OF DECK JOIST . INSTALL TIGHT AGAINST STEEL NAILS AT EACH 6"x6" POST INTERSECTION 2"x8" P.T. SYP No.2 DECK JOIST 2 w/ DECK STRINGER FIRST DECK JOIST N �= 4aa a P-3 0 THIS 6"x6" POST FOR - 2pcs %0x10" HOT DIPPED 2pcs 2"x10" " Z P-3 GALANIZED THROUGH BOLTS P T. SYP No.2 ' HANDRAIL ONLY. NO POST TO GRADE BELOW r cn (2)2"X10" P.T. w/ 2"� WASHERS AND HEX DECK STRINGER 2"x8" P.T. SYP No.2 2pcs '/20x8" HOT DIPPED NUTS AND 4-16d RING SHANK „ SOLID BLOCKING AT GALVANIZED THROUGH BOLTS j SYP No.2 STRINGER, L STAINLESS STEEL NAILS EXISTING HOUSE „ w 2"0 WASHERS AND HEX I ; BELOW DECK JOISTS 6x6 POST LOCATION / EACH SIDE SIDING NUTS AND co STAINLESS STEELL NAILRINS SHANK v P-3 Lx SECTION N 5 SECTION 2"x8" P.T. SYP N0.2 r " " P-3 SCALE: 2"x8" P.T. SYP No.2 �3SCALE: 3/4 3/4 RIM BOARD, ABOVE SOLID BLOCKING w/ 4-16d FASTEN SIDE OF 2"x12" STAIR L STAINLESS STEEL RING SHANK 6%6" P.T. SYP No.2 STRINGER TO 6"x6" POST w/ (2)2"X10" P.T. 5 NAILS INTO 6"x6" OS POST EXTENDED FOR 8-12d RING SHANK STAINLESS SYP No.2 STAIRP-3 STAIR HANDRAIL STEEL NAILS SUPPORT BEAM L 7'/2" STEP BELOW 2"x12" P.T. SYP No.2 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF DOWN 00 2"x12" P.T. SYP NO.2 STAIR STRINGER _j STAIR TREADS. FASTEN (3pcs TOTAL) THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 3 -'3 w/ #10 x 31/4", #2 SQUARE COMPLIANCE WITH THE STANDARDS ESTABLISHED IN DRIVE TYPE 316 STAINLESS +I w III III ' SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. a { X L STEEL DECK SCREWS -- --- -- -- J I!r 00 1 __- -- _-+ --- -- -- __ _ __ �- i ' ' i DBL 2"x10" P.T. SYP No.2 THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN I i= - � I' ADJ T STAIR 11 /4" _ • COMPLIANCE WITH THE STANDARDS AND GUIDELINES � I, 4 RS AS STAIR BEAM. FASTEN TOGETHER U j y j 6 ;} EQUIRED w/ 4 ROWS 12d RING SHANK ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF 7=77== J ,Ir d STAINLESS STEEL NAILSFEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX I' I� 0 12 O.C. TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. 2pcs %0x1O" HOT DIPPED THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS AMY 0 r 20 GALVANIZED THROUGH BOLTS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELIN y%gjjQ ESTABLISH t; 3pcs 2"x12" P.T. 2pcs SIMPSON A35 6"xl5" P.T. SYP No.2 FASTEN DECK HANDRAIL ED IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 OFE 0 2'-6"t SYP NO.2 STAIR STAINLESS STEEL ANGLES ppcT EX TO EXISTING WALL w/ 2"� WASHERS AND HEX ^'�®COq,�A ��9G NUTS AND 4-16d RING SHANK co N a STRINGERS AT EACH STAIR STRINGER � ND ABOVE THE FEMA 55, COASTAL CONSTRUCTION MANUAL. CSYST U TO SUPPORT BEAM STAIR FOR HANDRAIL cs SIMPSON H2.5 STAINLESS STAINLESS STEEL NAILS STEEL HURRICANE CLIPS w/ EACH SIDE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK „ OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL 3 12 TREADS C� 111/4" = ll -3"± CUT-IN 1' S I � 10-10dx1'/z" STAINLESS STEEL NAILS AT EACH /i EAT INTO 6 xfi STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n) 0- inELEVATED TIMBER DECK FRAMING PLAN CONTRACTOR NotE: STAIR STRINGER POST TO RECEIVE STAIR BEAM AND FEMA 55, CHAPTER 12.9.4. a ADJUST STAIR TSE 6"x6" P.T. SYP No.2 - SCALE: '/2" = 1'-p" AND RISER DIMEMSI S, POST \ AS REQUIRED, FOR tD �o ® INDICA ESS 6"x6" P.T. SYP No.2 POST � �. INDICATES 6x6 P.T. SYP No.2 POST EXISnNG SITE CON ONS 6 SECTION ABOVE DECK FOR HANDRAIL CUT DOWN BELOW NEW DECKING MATERIAL P-3 SCALE: 3/a" = 1'-0" SHE j i 12 x12 x1 /2 THICK UPPER POST TRIM 2"x4" P.T. SYP No.2 10"x10"x1 /z" THICK RAIL LOWER POST TRIM NOTE: 2"x4" P.T. SYP No.2 WATERPROOFING AND MID RAIL 2"x6" SYP No.1 CAP FLASHING DESIGNED RAIL BY OTHERS2"x4" P.T. SYP No.2 2"x2" P.T. SYP No.2 VERTICALS 2"x4" P.T. SYP No.2 BOTTOM RAIL " �+ TOP RAIL _-� ® 5/2 O.C. (4 CLEAR MAX.) 2"x6" P.T. SYP NO.2 DECKING!w/ i_-__- 2pcs—#10 x 31/4",#2 SQ' �RE 2x4 P.T. SYP No.2 _ DRIVE TYPE 31'6 STAINLESS MID RAIL STEEL DECK SCREWS AT 2"x4" P.T. SYP No.2 2"x6" SYP No.1 CAP EACH INTERSECTION BOTTOM RAIL RAIL 2»x2» P.T. SYP No.2 VERTICALS EXISTING 5'/2" O.C. (4" CLEAR MAX.) TWO STORY I 6"x6" P.T. SYP No.2 P6ST I TIMBER FRAMED i EXTENDED FOR HANDRAIL HOUSE (4) 2x12 P.T. SYP No.2 FLUSH , DECK BEAM. FASTEN TOGETHER I w/ 4 ROWS 12d RING SHANK STAINLESS STEEL NAILS I Ll I._. ® 12" O.C., EACH LAYER CUT IN 2'/2" SEAT INTO 6"x6" POST TO RECEIVE HEADER BEAM. I INSTALL 2pcs 5/8"O HOT DIPPED ic GALVANIZED THROUGH BOLTS AT I mc EACH BEAM TO POST LOCATION 1 PCI SIMPSON .5 I 2:"x8" P. No.2 STA STE _ 1 pc SIMPSON LUS28 STAINLESS HURRICA DECK JOISTS ® .C. STEEL FACE MOUNT HANGER w I I ' CLI �.... � �. / 10-10dx1'/i STAINLES UT—IN 11/2" SEAT INTO 6"x6-'\, , 10-10d STAINLESS STEEL I STEEL NAILS A EACH NAILS AT EACH I I OST TO REL,EIVE HEADER BEAM. �'., DECK JOIST DECK JOIST ST LL 2pcs %"0 HOT DIPPED �. 2pcs 5/ s�x10" HOT DIP ALV NIZED THROUGH BOLTS AT I s CHI BEAM TO POST LOCATION .... GALVANIZED THROUGH BOL w/ 2"0 WASHERS AND HE NUTS AND 4-16d RING SH \, n . STAINLESS STEEL NAILS � EACH SIDE I " ' t I 6»x6" P.T. SYP No.2 POST 6"x6" P.T. SYP No.2 ; I I 1x4 TRIM ' POST ' ` ! "' i x POST BASE ' EXTENDED FOR HANDRAIL } �. .. m,.,.....w_. 3pcs 2x1 ?S PST. SYP No.2 » I 1' x6 TRIM STAIR STR NGS, BEYOND NOTE: i POST CAP 1'—23/4 » I WATERPROOFING AND 4 —5 f � � 5'--10"± FLASHING DESIGNED I 1x2 TRIM _ BY OTHERS ' B Ali D a : I 6"x6" P.T. SYP No.2 A—A ; I POST T A D EMOVE PORTIONS y - ..•5,,, 1„x10" TRIM RIPPED CO PA T GRADE AND INSTALL OF CNC ETE DRIVEWAY EXIST NEW 4; REITL4ION3 eO'V'CR -PAG E k N N .,Aidw PAGE 4--MADI POOL a g � z ay a Z MASTER I, M • i — 7 now— _ POOLS ! Be -0- a __ oN-D.E i J I I � � 1, ' �, _ SC► � . l is fit•. l DRAWN By. CAC DATE:6 Apr. '05 DESIGNER:CAC (904) 641.-5265 li j f � , Q� x i� �,�, � ', ' ' ,, If k-- ca C, 1=1NIL .' —�a� t ift"ti �� �:'• � .•,�6244re� .. �� _ - � 4...�-� -A� • -• �� - '��•z-� • a' i od+r+rcv6ry cmc-.• "�2;$q�ES. — . . .off. - �p syeCjr� ttt' -•✓ — w O 9 _ � ort,Fyr�.�.4r�r•'�i✓G¢�.tcv _ -_ . •✓BS_ c.✓'.,..f.KtY. ,'�cc-..�,.rri. -- -, � -. - _ p � �•r 9 1-3 Z yr 7, j.. - �. �: tii`'��'�TC"•-.oai✓E r _ - - _ _ - - s( v 4`t _ Z V. 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G O H �� K -cox M GS� �J E r HH N LnH xHa ..7 �Qk krj Ott O� J p A� 0 atxnxd Z� °�w�c "�' aoto W (MyJ 4 W d ^tHJ NS4 Lj ` � z� p Ochi w.H 3 o 2r :� QQ Nz b ���� p =me a t y ti Z }- J v N V Hi, °Z yet Cb A H W H O a�V Qr ��' Vc` \ Xt � � o'U p qq 'tJ o • W ori rn w' b w _ Q iD ?N t fb r ,moi x a-�vr o/> x o �. Q. U tJ 0 �. ` • �y g 'o� �•,, t( o �a to 4 � •'9r Ya t .. o� ••-- - , �' - �� - q ' PO EM+ i I - - >rTi'M :�l�b�i✓e�: ��. t�v���✓�lsfY�O~� -Uooao4 a a H.tn H H p ot- �-. �1s7 a�✓v 3 ,6 -s �. Pl Pp V � is�p) Z 1 - - i+-� .b y.Csy�aw� - .. !'o .0!9'89/` �- _ ,—.0S�..ef�Z/ •.��s'�vr�iYY.ara�o t, b� .1 ♦ .. �� � , ^ � . 071. E-4 4.� Mk t $ t-Z o f a I' D4 tOn ui o y< - . ti2- t 3Z v �.. a 0 O b o d ON HIs M H W O ♦ `� 0 ` ��0 Ho0o �Jtt jri TOTAL LOT: 13,173 Sq.Ft. CUSTOMER ELECTS TO USE ONE OF THE POOL SIZE: 14'X 30' REVISIONS z FOLLOWING OPTIONS: VDUSE: 3,047 Sq.Ft. O POOL AREA: 378 Sq Ft DRIVEWAY: 1,301 Sq. Ft. IMM 9-25-07 VENT LINE PATIO: 373 Sq.Ft. � �C z 1. HARD WIRED ALARMS ON ALL DOORS I , — p w ' WALKWAY: 378 Sq.Ft. 1 LOCATION AND WINDOWS LEADING TO POOL AREA POOL PERIMETER: 80 Ft TOTAL IMPERVIOUS: 5,090-6g. Ft. I a 2. CHILDPROOF FENCE LANDSCAPING BY OTHERS j (APPROX.38.7090) 3. POOL COVER j I 4. OTHER APPROVED METHOD: CONCEPT SUBJECT TO CHANGE TOTAL PROPOSED 1 PENDING CERTIFIED STAMPED IMPERVIOUS: C099 Sq.Ft. i SURVEY FOR ACCURACY. 12'-0" \ (APPROX.38.70%) 1 WALL S'-0"BENCH WALL NOTICE: I RETURN DEPTH THIS CONCEPT IS THE PROPERTY OF 1 I RETURN FLORIDA BONDED POOLS. INC. p f APPROX.FENCE: —►I SKIMMER 8608 BEACH BOULEVARD G4 > , T APPROX.24'TO ' LOCATION 1 JACKSONVILLE, FLORIDA �+ ; I APPROX 12'TO MAIN DRAINS ( PROPERTY LINE REPRODUCTION OR CONSTRUCTION 0 FROM THIS CONCEPT IS PROHIBITED C14 � �M I PROPERTY UNE (SEE DETAIL �q U 1 I UNLESS AUTHORIZED BY FLORIDA d THIS PAGE) I POOL LIGHT BONDED POOLS. U v I d U � 1 18"RAISED BEAM I 300 watt) ACCENTED BY A .:1 "1 36WATERFALL �LEGEND it O 1 Z 1 WALK-IN I STEPS WALL `Z, 3'.W' RETURN 1 � .. I / Ir I I I DEPTH I _ J MAIN DRAIN \ GRATE \ , s-W 1 ` • i DASHED LINE 00 i INDICATES BACK i, W j OF EXCAVATION _zl 2"TEE WITH 1'MAXIMUM DISTANCE J 1%"REDUCER TO VENT TEE CONNECTION I wl o / G I 04 1'/:"VENT Z"SUCTION LINE a� LINE FROM EQUIPMENT 66 POOL VENT LINE I CONNECTION DETAIL DEEP END Of PCIOL ` 4 POOL EGIUtP. JUNCTION LOCAYION BOX RESIDENCE of XF4 1 DRAWN BY: CSH DATE: 15 Dec. '06 TUR/uOVER RATIO SCALE: 1/8"- 1' 12723.48 gal LD 55p n = 3.86 firs j (904)641 -5265 I i 228.12' FOUN D D MAP ,n/.,� NR MONUMENT SHOY Y ING NUM _ _ SURVEY BER 72 81 A20 0 I NORTHING = 2181553.517 LOT 4, BLOCK 15, ATLANTIC BEACH SUBDIVISION "A AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT 1 PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA EASTING = 375084.004 TOGETHER WITH THOSE LANDS LYING EASTERLY OF SAID BLOCK 15 TO THE EROSION CONTROL LINE OF SAID COUNTY AS RECORDED IN PLAT BOOK 35, PAGES59, 59A AND 59B OF SAID P + BEING BOUND ON THE NORTH BY AN EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 4 UBLIC RECORDS BY AN EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 4, ' AND BOUND ON THE SOUTH G. VWAY 40 RIGHT OF II {o Ln I � � 1 1 lb I I cC 4 I I c ., .... 1 I I co 1 IN p 1 I 4 I RESIDENCE w I t Oh o . X1675 0 , v I w F.1..18.7 DI� 1 I Ot I �1 O ..--- - - I.K 1 p < I 0. —20' x 80' 1 154.5 , O ► I p°c , INGRESS/ EASEMENT © , + cn (n I�EtE WAIS '4��C` I ; �' + OFFICIAL RECORDS VOLUME y I - + 5398, PACE 797 in N I O I —+ cv I —'STORY W+�00 1 2 m z t t I p r- Q -- a RESIDENCE ##659 A 1 m .. ' -- I A v F.F.-18.7111 1 Q �� i 4 6. 1 x I r 1 11 1 t t 1 _ rn � NI p � 1 �.. .. � �O• r, t 1.,t Ir !, ' . t ! - �___ 1 I 1 I ' -I r n I 50 1 -- - — p Z o 2-STORY n I .'��" ' + SET 112" IRON h`' 1 i i i i I A PIPE L8.3672 I I t ' 1 ► ; - -' ` ; WOOD & VINY _ ► , 1 n I , ► , r 1 1 RESIDENCE #659 B o GARAGE 155.2 0.2 I 1 I + I ► + t v C 264.81 ► I I I , � II , x6s 1 , r r 1 iil t 1 11 m F.F..tS.ae '30 _ 1 1 _ -< SET 1/2" IRON C7 1 t�t8.3�20 " 1 m 1 + , ► I I ► I �� oo ;' I I I� I I + CC I I TOLE r p ► o PIPE LBIt#3672 Q x I t 1 i l x I 1 t r i ��- ► ' I + (� ' NORTHING 2180514 4 Z $ y, qp FENCE F..1s.atm�° w i �' �� PHONE + a 374914.3 ao x�6� �'8 �; I c �� i/ yl A Q I X i ► ► 1 1 t 1 I 1 x �` EASTING1 ' ' ' 1 I i + RISER �. 45.06' I / (� ; 1 tl I1` 1 + I x lz I I 1 i I ( ,Q. I r / W F NCE pN LINE l p 1` I I m % I I �-� I yi I , 1 1, 1 1 ( f IA 1 1 1 j I r ❑ r Z I 1 � � � , I Qg ��n CONCRETE WALK I r rn I I I I I +1 ► t I I t I ; ' z (J K & AME I I I DECK ' o ,CJ ► ► ► ' 't ► ' l�� ' `► ' Z STORY BLOC I 1 OEpc r /Ca Irl ' ` 11 .�k' *6l I ! x a 3.9 � x I C " 00 I 1 I 1 1 1 11 1�^ 1 O t 48.T 647 ' v ' i I' rn ' + i i ► `� _i + 11 i '� 1 1 1 CRETE DRIVE I RESIDENCE NO• + I Z to CON RES STONE , r , �;r� a I , 1 + , I ► ► � x� , G Qo I 1 ! ! t 1 1 ( 1 1 1" O I A l 1 I C / 1 I I I f Q 1 ,rbc, `><'� I , G v x 1 x�� '� w, cp N� 16FJ 9' 1 I f I"a -.^. ../ 4a j ,�'y REG �. i ' x 1k. Q �c^ 149.2' FEN E m �N � ON FF_NCE uN STONE KNEE WALL 1 t E I ' t �6• ��' 6' wo0p F�CE I ' ' 1 MAY Q � 2�17� 1 I I STO O m ��9 s' w000 FENCE x,6• _ .____....". ., 144.7 • i ' 1 APPROVED PLAN AS PERMITTED ` �� ' 4.7' 264.$1 0 '- Y __ cQ •ZO I BY BUREAU OF BEACHES BURtHU Or-e�tgUlyES DRI 1.0' 'S-wool) FENCE HE JV3 I ' AND COASTAL SYSTEMS °+N�COASTAL SYSTEM WATER 1 0 FLORIDA DEPT OF METER SET 1/2" IRON ' & STONE ENVIRONMENTALPROTECTION PIPE LB#3672NCS I NORTHING a 2180464.6 ry I BUILDIN�I APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED i 1 EASTING a 374918.8 '� � ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE J (71 00 PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY ' pp LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS I Wlp� I AND LIS'T'ED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161,F.S.,AND OTHER PERMITS t rn ' MAY BE REQUIRED. ' 142.6' I ( � ?b°Itau- REVIEWED DATE PERMIT NO. t I _ WOOD ' POWER t POLE Q , o FILE COpy OD IV I11%) a NOTES THIS IS A TOPOGRAPHIC SURVEY, BEARINGS BASED ON A LINE FROM D.N.R. M NUMENT No. 72-81-A20 TO MONUMENT No. 72-81-A21 AS PER THE )AS CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA AS REC RDED IN MAP BOOK "C", PAGES 72 - 72H OF THE CURRENT PUBLIC RECO ON JULY 23 1 ' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN S 992. ►, „ ►, FLOOD ►, ZONE X AND AO (DEPTH 2') & "VE" (EL.15) AS WELL NO BUILDING RESTRICTION LINES PER PLAT. BENCHMARK USED IS A FOUND FLORIDA DEP MENT OF NATURAL RESOURCES AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE \sa' BRASS DISK STAMPED A21. ELEVATION = 12 7 N.G.V.D. (1929). MAP" COMMUNITY-PANEL NUMBER 120075 001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, DUVAL COUNTY► FLORIDA. MEAN HIGH WATER LINE SHOWN IS AS PER STATE OF FLORIDA DEPARTMENT THIS OF ENVIRONMENTAL PROTECTION, DIVISION BEACHES AND SHORES, EXTENDED SURVEY WAS MADE FOR THE BENEFIT FOR �� DATUM FOR TIDE STATION 872-0291, JACK NVILLE BEACH, ELEVATION = 3.20 JAMES NOVEMBER. S N.G.V.D. (1929), HAVING A TIDE RANGE OF 1 ��P• SEASONAL HIGH WATER LINE CALCULATED AC RDING TO CHAPTER 166-33.002(45) UNLESS IT BEARS THE SIGNATURE AND FOUND DNR MONUMENT FLORIDA ADMINISTRATIVE CODE = 10.85 N. V.D. (1929). THE ORIGINAL RAISED SEAL OF A FLORIDA NUMBER 72-81-A21 COORDINATES ARE BASED ON THE STATE P COORDINATE SYSYTEM, EAST ZONE, t AS PER THE COASTAL CONSTRUCTION CONT OL LINE. LICENSED SURVEYOR AND MAPPER, THIS AS = 2178371.217 MAP IS FOR INFORMATIONAL PURPOSES EASTING = 375348.223 ONLY AND IS NOT VALID. DON LBCATVG'RICHT, P.J,M. FLA. LIC. SURVEYOR AND MAPPER No. 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. 3672 SCALE: 1'►=24' FILE: 07-0188 DRAWN BY: AJ/JJC BOATWRIGHT •2000-770 LAND Inc. 15 00 ROBE TS DRIVE JACKSONVILLE BEACH FLORIDA DATE: MARCH 8, 2007 S HEET 1 OF 1 (904)241-8550 j I . S9ZS:Tt,9(t,05) j wo x�►aoTs�a 971V-040 3NS71N3A 2fo3 SIVYV 03H- Yj-L V.9.99 < 'WI-N : mss _ (aSZ•FF 3.2N37YAInt7w 90. c Tyra 5�3.1.�1�V6'Io brye or o3ddy72l3Ao 38 0l ON3-a+dg A2f3A3 < w� : ruwxa .1noH9nobH1 70.2UP l o3Sn 3o ou ardS3b E # -11 j H_cd3o 3o 1YL/ zw-" S SHS 77N W-4 7N�X&U 9NIMPWQ < .S31ON o o ' • s3sodand i 1N3WdVHIM3-U NV MOA SNIVHQ N{VW'1VM • • • • • SS3N)i�{Hl • • • W V38'CLU • • • 5 'IOOd \ Z i »Z6 NO MV837d S# _ o � a I cD • HC o. co ✓� CD ► �• Sa31N30:.9 NO SIMS N n Q '1VINOZIN0H(Z)d01 Wo AL "fit _ • 0 CF MYRS d0d01 W01 a0 »9 S1MV1S MVS d01 lM 3ll1 3Ni'R{31VM 3NI31VM o WV38:fO dO11V--j j CD i 44 �G ZI'3QHn HJASG HJ IM'I'ISHS Uod InOAV'I `IaZJ.S rlVOIdA L d33a - MOIIVH3 .a. s REVISION' 14'-0" BUILDING F ISSUE 04 BULLNOSE COPING i� io � EL. +16.50' NGVD AS PER POOL EL. +16.50' NGVD •' i� �� 4 '� TOP OF COPING MANUFACTURER TOP OF COPING SLOPE EL. +16.00' NGVD WATERLINE TILE SLOPE WATER LINE (TYPICAL) — EL. -3'-0" STEPS j �� I �/� /�� /\��\\Klo 10" BOND BEAM W/ 2-#4 \\ BUILD UP PERIMETER OF -'---' --�- CONTINUOUS AROUND DECK WITH EXCAVATED EL.+12.25' NGVD ` I I EL.+12.25' NG D EXISTING EXISTING SAND FILL TOP OF PILE I I TOP OF PILE GRADE PERIMETER (TYP) -H o 1 I 6' o I g' EXISTING GRADE k ' ' I 10" BOND BEAM w/ j 6" CONCRETE POOL WALL EL. +10.00 NGVD cD 2-#4 CONTINUOUS I W/ #4 REINFORCING 0 BOTTOM OF POOL AROUND PERIMETER _ 12" O.C. EACH WAY (TYPICAL) I '6 14'-0" 6"' I (TYPICAL) _ � a, - EL.+9.40' NGVD 18'h RAISED - TOP OF PILE U WATERFALL I I EL.+9.40' NGVD 6" CONCRETE POOL z a ' TOP OF PILE SLAB w/ #4 16"0 "SONOTUBE" FORMED W 2 I I REINFORCING ® 12" O.C. CONCRETE ANCHOR PILE w/ = c: I 16"fid "SONOTUBE" FORMED 6- 5x10'-6" LONG w I-- Z 0j j CONCRETE ANCHOR PILE w/ EACH WAY (TYP) # / Q - #3 TIES (I� 12 O.C. � s � I # � " / a� AT 8'-0" LONG PILE APPROVEBf3UREAUOFBEAC'ME�D Y �_ d I 6- 5x10 -6 LONG w o O #3 TIES 12" O.C. AND COASTAL SYS"I"' I= �I-� i o POOL ���- o o ,. BMS U I A AT 8 -0 LONG PILE CROSS SECTION FLORIDA DEf'I'OF - - '— `v POOL DEPTH VARIES —� - - - I w� AT DEEP WELL ENVIRONMENTAL rz wEr " " 04 r APPROVED ACTIVITIES MUST AND ANY OTHER AUTHORIZED = � � .� I 3'-0TO 6'-0 L ��. � � N '`� , SE C TI 0 N PER 'VITIL'S MUST COMPLY WITH ALL CON z MIT. CONSTRUCTION AND ACTIVITIESDARQSTRICTLY THE � � EL.+1 .40 NGVD ' � EL.+1 D.40 NGVD LIMITED TO THOSE 0 J f f307'Il SHOWN ON]'HE APPROVED PLANS TOP F P LE j TOP OF PILE •� " AND LISTED IN THE PKOJE ~ P-2 SCALE: 3/8 = 1 -0 � EL.+1.40' NGVD EL.+1.40 NGVD c I DESCRIPTION. THIS PERMIT M z r' I IS ISSUED PURSUAN'TTO CH, ltil,F.S.,AND OTHER PER I � BOTTOM OF PILE BOTTOM OF PILE MAYBEREQUIRED. MtI's l�` G rr�=Jc U ' l w 30'-0" R6Vl[:YYy;D p of 3,_6" 23'-0" 3'_6" DATE PERMITNO. EL. +16.50' NGVD 18'h RAISED BULLNOSE COPING ' I WATERFALL, BEYOND AS PER POOL TOP+16.50' •COP NGVD I TOP OF PING MANUFACTURER > I 1 I DEEP WELL DEEP WELL I �mm. .�. , C.�..H_�.,,... -..�. ...... .. "�pi�33f90LITHIC CONCRETE _2 DRAIN DRAIN I EL. +16,00 NGVD S1EPS INSTALLED AT WATERLINE TILE SL ~ j I SLOPE I :.,.. WATER LINE TIME OF POOL SHELL (TYPICAL) EL.+9.40' NGVD I EL. -6'-p.. I EL.+9.40' NG ..4, �:.:,,: TOP OF PILE _I-- I TOP OF PILE \.�\\��\ BENCH O 6" CONCRETE POOL I b BUILD UP PERIMETER OF Q 10" OND BEAM W/ 2-#4 o i� DECK WITH EXCAVATED CONTINUOUS AROUND SLAB w/ #4 —� wl PERIMETER (TYP) g' Lo REINFORCING ® 12" O.C.07 EXISTING SAND FILL �-- -� L -Ja` io _ EACH WAY (TYP) - - L \ � � EXISTING GRADE 6" CONCRETE POOL WALL/SLAB -' �- 6 CONCRETE POOL WALL � EL. +10.00 NGVD - /SLAB \� co , `" o co W/ #4 REINFORCING (� ,I QTTQM OfPOt>L t w/ #4 REINFORCING ® 12" O.C. �-l; 12 O.C. EACH WAY _ ACH WAY TYPICAL L a - co EL.+12.25 NGVD ) (TYPICAL) TOP OF PILE EL.+10.40' NGVD " " ,. LL TOP OF PILE 16 SONOTgBE FORMED Q C CONCRETE ANCHOR PILE w/ 6-#5x10'-6" LONG w/ U U PILE LAYOUT 13'-0" 1 01LEL.+9.40' NGVD 16"0 "SONOTUBE" FORMED #3 TIES ® 12" O.C. � TOP OF PILE CONCRETE ANCHOR PILE w/ AT 8'-0" LONG PILE Z 15'-O" 6-#5x10'-6" LONG w/ Q #3 TIES 0 12" O.C. 2 16"�s "SONOTUBE" FORMED AT 8'-0" LONG PILE CONCRETE ANCHOR PILE w/ P- EL.+4.25 NGVD LL 6-f5x10 -6 LONG w/ BOTTOM OF PILE Z Cc GENERAL NOTES: #3 TIES 0 12 O.C. Q POOL AND ANCHOR P 1) PRESSURE PIPING SHALL. BE TESTED AS PER LOCAL BUILDING AT 8'--0" LONG PILE CODES, PRIOR TO BACKFILL EL.+2.40 NGVD LL LAYOUT PLAN 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND BOTTOM OF PILE 10 BOND BEAM w/ BULLNOSE COPING AS PER TO A DENSITY COMPACTED OF 95% OF OPTIMUM MODIFIED E .+1.40' NGVD 2-#4 CONTINUOUS POOL MANUFACTURER/OWNER Z SCALE: 3/8" = 1'-0" STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN B, TTOM OF PILE � MONOLITHIC CONCRETE O C 12 LAYERS. 2 E C TI O N STEPS INSTALLED AT 2 I- 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT _ " TIME OF POOL SHELL EL. +16.50' NGVD ri+Ixj� �► " P-2 SCALE: 3/8 1 -0 TOP OF COPING INDICATES 16 f0 SONOTUBE FORMEDHIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET WATER LINE L ,r J CONCRETE ANCHOR PILE OR EXCEED LOCAL CODES). ' 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF EL. +16.00' NGVD �� /.� BUILD UP PERIMETER OF LJJ BEND OVER 6- 5I BEND OVER "EXPOSED" THE POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. j ��\' DECK WITH EXCAVATED U) # 5) SEE SHEET P-1 FOR STRUCTURAL NOTES STEPS EXISTING SAND FILL VERTICAL REINFORCING REINFORCING FROM FROM "SONOTUBE" FORMED PRECAST CONCRETE BEND OVER 6-#5 VERTICAL EXISTING GRADE —� CONCRETE ANCHOR PILE INTO ANCHOR PILE INTO REINFORCING FROM "SONOTUBE" O " 0 MONOLITHIC POOL SHELL MONOLITHIC POOL SHELL I FORMED CONCRETE ANCHOR PILE I #4 VERTICAL( 12 O.C., 2'-0p$2'-0" INTO MONOLITHIC POOL SHELL CENTERED IN WALL O 16"0 "SONOTUBE" FORMED 14"x14" x 8'-0" PRECAST PILE CAP #4 HORIZONTAL ® 12" O.C., a- � _ CENTERED CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE w/ � -- LOCATE ALL LAP SPLICES WITHIN THE POOL 6-#5x10'-6" LONG w/ 4-#5 VERTICAL MINIMUM OR R #3 TIES ® 12" O.C. 4pcs VERTICAL PRESTRESSING - to SHELL SLAB. AVOID LAP SPLICES WITHIN co z AT 8'-0" LONG PILE co _z STRANDS MINIMUM BULLNOSE COPING AS PER -- ---- #4 0 12" O.C. THE POOL SHELL WALLS 4 POOL MANUFACTURER/OWNER ' EACH N EL. VARIES N EL. VARIES - ------1 1 _0 + f`` CENTERED Y, TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, �. TOP OF PILE _ TOP OF PILE �° o ' EL. +16.50' NGVD ` _ I . WATER LINE °':` ` .t E IN THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE COMPLIANCE WITH THE STANDARDS ESTABLISHED IN DR) _ �• •� EL +16.00' NGVD � ......,:.•: .,{ , , 16"o "SONOTUBE" FORMED �.w.......w ...v ..��...�...w v�_.._u.�Y.•;°. CL -- a CUT-BACK CONCRETE L a_�___!� • o CONCRETE ANCHOR PILE. ; SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. C( :° - AND EXPOSE EXISTING a 6" WATERLINE �' I I BOTTOM OF PILE VARIES. � CHET _ PRECAST CONCRETE PILE 14" TILE ____ " THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE IN a REINFORCING OR (TYPICAL 6 LOCATIONS) 16 SONOTUBE COMPLIANCE WITH THE STANDARDS AND GUIDELINES C( 10" BOND BEAM W/ 2-#4 I FORMED CONCRETE ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF Da -- PILE SECTION � - STRANDS 24" MINIMUM � 04/1 .� -- SCALE: 1/2" = 1'-0" f_-'r PILE SECTION" #4 HORIZONTAL 0--,,-' CONTINUOUS AROUND i ANCHOR PILE BEYOND FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L -- EL. VARIES SO SCALE: 1 = 1 -0 12" O.C., CENTERED PEREMETER (TYP) TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. AS N EL. VARIES1 -4 I BOTTOM OF PILE BOTTOM OF PILE #4 VERTICAL ® �• . � ' THESE ELEVATED DECK DESIGN PLANS AND SPECIFICATIONS Joe „ „ �, 12" O.C., CERNTERED 2'-O" ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES E07- 'o TYPICAL 16 DIAMETER ALTERNATE 14 x14 PRECAST ESTABLISHED IN CHAPTER 12.9.1 AND CHAPTER 13.5.1 of SHS `h CONCRETE ANCHOR PILE CONCRETE ANCHOR PILE TYPICAL COPINGZEDGE DETAIL TY ICAL ANCHOR PILE CAP DETAIL MONOLITHIC POOL STEPS THE FEMA 55, COASTAL CONSTRUCTION MANUAL. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK _ 3 ELEVATION 4 ELEVATION 5 S ECTION 6 S ECTION 7 S ECTION OF DAMAGE OF ADJACENT DWELLINGS DURING A COASTAL N STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n) r P-2 SCALE: 1/4" = 1'-0" P-2 SCALE: 1/4" 1'-0" P-2 SCALE: 3/4" = 1'-0" P-2 SCALE: 3/4" = 1'-0" �-2SCALE: 3/4" = 1'-0" AND FEMA 55, CHAPTER 12.9.4. SHEET 2