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1611 Beach Ave • I � - I � •K J 1. TH15SAFETY VACUUM RELIEF SYSTEM 6 A` W • ., - LLJ F NON MECHANICAL VENT SYSTEM THAT.MAI UMIT THE TRANSMISSION OF SUCtiON AT THE OURET TO A MAXIMUM 1 OF 4.5 INCHES Ci MERCIRY. APPROVED SWIMMING POOL do SPA Z z 2.TH6 SYSTEMIS A EIACCLIP,TO PROVIDE SUCTIONt7l ULD TR RELIEF SHOULD APYENT OCCUR DUAL MAIN'•DRAIN ATMOSPHERIC VENT (SVRS) :.j. :. 3 ?OOL AND SPA STICTION WIETS SHALL BE"PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING WITH A covER THAT COMPUEStW1TH ANSI/ASCE A112.19.8 CODE FOR RESIDENTIAL APPLICATIONS. 4. ALL MANUFACTURED SUMPS SHALL COMPLY WITH ANSI/AISW A112.19_& IF A FIELD-BUILT SU1aP"tS USED, O fiS CONSTRUCTION SHALL COMPLY WITH THE MINIMUM:.:. : .. AVOIDANCE VJIENSICNS SHOWN IN FIGURE 1. T ID V' J j e- THE VELOCITY ON THE SUCTION SDE OF THE :. : Figure 1 r VENT PIPE ANALYSIS-MAXIM M LENGTH Co N toCo CIRCULATION SYSIN SHALL NOT EXCEED SIX(6) FPS rK N nCID 6. CHECK' vnir�s CANNOT BE wsrau m oN tHE , .FIELD BUILTSUMPS SPIPE S17FS AVERAGE VELOCITY VENT_PIPE ( MAXIMUM Lo n Lo SUCTION SYSTDA. Mhimu m ize(Typlcal),• INCHES FLOW GPM FT. PER SEC. SIZE LENGTH-F7. D=Inside Diameter of Pipe I n 7. THIS SYSTEM SNAIL BE INSTALLED AND TESTED BY A - 2' 60 5.74 1 1 2' 32 Ln 1 QUALIFIED, LICENSED SWMMING POOL PROrcS570NAL 75 i 41 Z (} 8, THE VENT UNE LENGTH MUST NOT EXCEED THE TOTAL -- 2"1 2" 100 6-7 1 1 2- 54 xQ LENGTH OF THE MAIN DRAIN UNE 1^ ' 60 O LL _ 15D 15D1AN 2 1/2' 110 7.37 1 1/2' ' 9- VENT OPENPIG MUST BE COVERED WITH HARE MESH :- I IT- Z. I 7 C SCZcc?I TO PREN'E'T INS=CTS, DESR'S COLLECTION AND :=_' ` BacTTIA D _ D 3" 145 6.29 1 2' 79 - t- --i. 1757.59 / I 95 10. LABEL VENT: FOOL SAr'FIY DENCE- DO NOT HANDL -- h D - 325 8.19 1 : 2' I 177 D i E- i n 4' A Ixt. o v KEN CS 90'BCS !R�1 ThTs cnclysis Is based upon maintaining the length of pipe blow t,e operating lend of the pod, FZ+ 2 A TEI: vertical and horizontal, to vacate within 3 seconds bcsed on the size of the pump and the /I o overage flow rote. Due to the hydraulic gradient caused by the pump and piping, the vent line r •� should be located as dose to the tee at the dud main drein, cs pcss:ole was a mcx:mum Gl i distonce of 12'. UJ Q CD t C•_ r _ LJJ K:zi.SID Q h'vn-s tr + _ __ This document is the intellectucl property of HCE cnd cannot be rtproduced in %'.hole or part H 1) 90'60 I W L D _r = without the expressed written approval of HCE-This document Is not vcrid wit0.lt the seal of Jasan W. Rico P.E. courx�sr OF: Z W U- " — _I'� LIJ - z MAIN DRAIz t2�N + r D CD J J U POCL U) t1 O II II =I / � 1 1' 4E'{T UNE:— AIN CRAW O v l 1 H C ,E L� � I- 0 SAFETY VACUUM RELEASE SYS (SVRS) I � - HORNER t CONSULTING ENGINEERS, INC. H-F tm�c�t>oaxlsDA1> r�1sa� Ar> ovnDRAWN BY: JWR¢GOCtA Ki AMD THE>r>�ND t MOM 11CX31PORATED►tER7N,AS AN*&"M uW Ci -bECKED BY• JWR �R�iY aO1r KCRr COMSUL794IAN 1 DATE:1-11-05ENC;tEFJtS AND i5 mar To sE usmIN IIIHCU OR Of PARI,FDR ANYO1NER PRQECT rmouT THE um, i s�674i �';CE n/a J +rar,tr PAGE 1 OF 1 1 I 'I GRADING VOLUMES EXPRESSED AS CUBIC YARDS OF CUT OR FILL ESTIMATED GR SITE AREA TABULATION - - - BY CONVERTING EXISTING CUT FOR GARAGE AND _ _ F�--DRIVE---COURT_WE_SLDF__-- .-112-SF SECTIONAL AREA X 40'„WIDTH= 166 CUYDS CUT SURF7ICE FfAfERIAL SURFACE AREA IMPERVI❑US AREA CONCRETE DRIVE AND E E R VE -_--- _ -- APRON TO SAND SET I CCCL -_ -; __- ___ - _ .-------"- _ _ IMPERVIOUS SLAB ND DECK PAVERS AND REMOVING _7 CUT FOR GARAGE AND DRIVE CURT EAST OF 200 SFSECTI❑NAL;AREA X 35' WIDTH= 260 CUYDS CUT 5652 SF +5652 SF EXISTING CONCRETE PATIO INCLUDING POOL AREA AT OCEAN SIDE, OVERALL CUT FOR CONDITIONED TIDIMPERVIOUS,ERVIOUS AREA OF SITE - - -- _ 117 SF SECTIONAL AREA X 6 WIDTH_ 26 CUYDS CUT POOL WATER + _ - SURFACE AREA 320 40 360 SF 3 60 SF SPACE AT STAIR VAULT AND APRON ONLY CREATE SHALLOWPOOL _ SAN S - - - INCREASES BY D ET CONCRETE - - "'� APPROXIMATELY _ � '�" FOUNDATION EAST OF 30 SF SECTIONAL AREA X 35 WIDTH- 39 CUYDS CUT � MA ELY 600 SF SWALES AT SIDE T - PAVER5�AT�IVEWAY YARDS TO BE SLOPEDcCCI -Y600 SF 500 SF IN SPITE OF LARGER FILL AT BUILDING PAD BUILDING FOOTPRINT. BY FOR DRAINAGE T ❑F CCCL 370 SF SECTIONAL AREA X 40' WIDTH= 548 CUYDS FILL TOTAL NPERVIOUS AREA 5792 SF PIPING ROOF WATER TO I STREET EAS TOWARDS S R 1 . - - FRENCH DRAIN SYSTEM ALONG ENTIRE SIDES >- c OF HOUSE AND TO - RESTORATION EAST ❑F 205 SF SECTIONAL AREA X 30' WIDTH = 228 CUYDS FILL = TOTAL; SIT'E;AREA 12226 SF EXISTING STORMWATER a RUNOFF SHOULD NOT POTENTIALLY DETAIN -_ - _ t�&CENTAG00 p IM ERV �� �AREA INCREASE. E. STORMWATER PRIOR TOTAL FILL IMPORTED TO 548+228-1 6-260-26-39= 285 CUYDS IMPORT FILL tOTAL SITE ZE 4 ,377=ACCEPTIBLE TO PERCOLATION SITE o - _ - . THROUGH SANDY - o SOILS -' o i" J� - rn .. T - - --- 188, 8Y„ - n 2, - TOTAL- BUILDING LENGTH r - 195-15" = j FILL AND DUNErRESTORATION AREA 159'-0" I I I EXTENT OF W004 DECK ON PILES APPROXIMATELY 2 WEST OF EASTERNMOST DECK OF HOUSE d'NORTH':i _ 132'-4y" EXTENT OF LOWER CANTELEVERE-D-POOL TROUGH FOR WATER A L RECOVERY ALIGNS WITH WALL OF HOUSE TO SOUTH 1 130'-10 2 „r• , EXISTING EXTENT OF POOL ON PILES FILL AND DUNE _ - T _ CONCRETE DRIVEWAY TO BE RESTORATION 120'-4y° REMOVED _ ---__-_ -__-. _.___-------_- _ TENT OF'POOL' DECK WOOD DECK AND —4----- EXISTING FRAMING OVER 4X4 17-3" CONCRETE PATIO P.T. WOOD POST TO BE ;REMOVED - EXTEA OF HOUSE SYSTEM SEE I - - _ <_ - - - I 2 3' 'DRAWINGS 1 - ' EXCAVATION FOR\NDERSTORY S � ___ __ _ �+/-HIGH RETAINING WALL,70 ASSISI WITTi RADE I�SITIN AS UIRED `•. TRENCH'DRAW-sn7EM TG DELMN-SWRMWAh72 ARDM ROOF PRIOR TO PERCOLATION _ __ a . - �� PANTING..-' !• A I i 1 - /' L_-J' BATH 4 ORY i. REnROOM 5 / / )•/ !,/ / / � �� P It � 1' � '�. � ;- � �-,---*---,,-yam-a=te-- t _ rx ".�. LIVING: r,= - � 'I, �'"J/`'-/ ! . `C/•C / /./ / — S _ J OFFICE , ,.: _, _ .>' :_--•--r-- -,- --,-: - _a `\ - i ',1 j- .-.. / \/\•C //. / b > \ 218 SF - , -.a_ -y ISO Ci / R - -- - - o I L I I 1 - i 0 EkuTOR�D:NA'0.JRAL DUNES - \ \ 1RY- ALL I I - �/' - EN 767� i \ \/ \ \: \• , 18• Rely'=�-' _ - _ c* - -*--*-� ,i T9 18 LIMIG ;I - / / L \ T\ `I DINING.. '• 7 -•---r--+--•-'-r-,-=•---r--- --•.--.-..-r +J - ENTRY =gip �:. •�<; '� - — - - i ;- I I, 1!,3 v \ \ y \ �_ ._ y \. �\/ II L_ ._ y / j / 1. j/ '• _ . L ,__ _- / 1 .h12' _. °s.i=� I � l` ,� \yam r+---•-r--r-r-• +•-a � I i / // '.•/ is / ,�/ \'�/ / \C :..- \ k` '�� - .. , 2 1 I I � - $ } -\tr _ r ' -7 L0 C3 - PtANiMC - -- -- - - - L - t I I - : 18'-4„ 3862' FIELD 4' WIDE �iV00D N83-19'51"E ( ) __ _ _ _ VEGETATIONOLINE g = NEW SAND SET COURT EXCAVATION & TAIRS - -- CONCRETE PAVER DRIVE PER DEP 47'-6Y2" _ �lVIMMING POOL STANDARDS z � _ DRAINAGE T _ � 0 BE v c EXTENT OF STAIR EXCAVATION FOR UNDERSTORY - _ _ _ ,. DISCHARGED , I I --- -- - ---- ----- - --------_— ' -�'"-� UNDER S11 YARD PRIMETER 3' HIGH anNC - - - ONTO DRIVEWAY METAL RAIL ON'' T}' T Plann f Zonino Opar�nanf �� DECK SURFACE 'MIN - �: 8-8 18" ABOVE GRADE= - 1 �1ng, sub is an r local land TO ACT AS 48" coni y, HIGH POO FENCE E DIRECTED FRENCH DRAIN CREAT SHALLOW L TURTLE G H N N TI N NO LIGHTING WILL BE W SEA UR LE LI TI G CO S DERA 0 S npt ppnalBuM , ment ulationa, btlt dales dove , N op � USED ON THE OCEAN I THE CCEAN. CYLINDER DOWNLIGHTS ARE T ALONG SWA T TOWARDSSY EM LO LES A SIDE YELLOW INCANDESCENT "BUG LIGHT" LAMPS. SEE approval for t isauanos @�parinBa. CappNo oe S GA 48" HIGH 0 WATT ELL SIDE WITH 5 I YAR NORTHERN D TO BE S NOR E S LOPED r GATES PER ODE a C and dl othe I Coda PPS Florida B ELECTRICAL DRAuVINGS FOR DETAIL. ALL OCEANSIDE GLAZING WILL HAVE A Y re uirennnM� PROPERTY LINE TO FOR DRAINAGE REFLECTIVE PROPERTY TO REDUCE VISIBLE LIGHT TRANSMITTANCE BY 45%. local, Stete 8 Federal perwiM�p Q r t1Aa C of Atl�c nature d TOW TR a �Y DETAIN ARDS STREET DUNE WALKOVEF: DESIGN: THE DUNE WALKOVER IS TO BE CONSTRUCTED PER trluat be NefH dY EXISTING TWO Beach Buildi p�r>lA! a STORMWATER PRIOR ALONG ENTIRE SIDES STORY RESIDENCE j DEP GUIDELINES, ALL VERTICAL POSTS ARE TO BE PT SYP 4X4'S BURIED 5' Building Par TO PERCOLATION. OF HOUSE AND TO _ TO 8' INTO THE SAND SPACED TO PROVIDE A 4' WIDE STRUCTURE AND AT AND ONE STORY T PT /l, Q(it.� TURN UP PIPE AT POTENTIALLY DETAIN GARAGE TO BE RE NORMAL INTERVALS STRINGERS BETWEEN POSTS ARE 0 BE 8' SHO Sr. - , Approved FRONT YARD AND PRIOR 2X12'S. ALL ATTACHMENTS ARE TO BE MADE WITH STAINLESS STEEL BOLTS. omm un eREMOVED SEE DECKING WILL BE 2X6 PT WD OR A COMPOSITE MATERIAL ATTACHED TO Data: " 2 'p CAP AT GRADE TO TO PERCOLATION UNDERLAY) I 'y STRINGERS WITH STAINLESS.STEEL SCREWS. THE WALKWAY WILL EXTEND NO -- ALLOW OVERFLOW THROUGH SANDY FURTHER THAW 110 BEYOND SHE VEGETATION LINE AN THE TOE OF THE TO STREET AS SOILS FRONTAL DUNE. NO WALKOVER CONSTRUCTION WILL OCCUR FROM MAY1 NECESSARY. I THROUGH 0 CT013ER 31 DURING THE NESTING SEASON. I N JAMES w D UPREE ARCHITECT ' 6 1 1 B E A C H A VE N UE D.E.P. SITE PLAN AS FIRST FLOOR PLAN OVERLAY AR-00110382 904-247-7072 A T L A N TI C B E C H, F L O R I D A W E 0 8' 16' 03-28-06 III, i I II 1 ill I 8"THICK CONC. `J) I CONTROL CONSTRUCTION `4 J i 6 7 B 9 10 11 12 13 14 15 16 17 18 ' 19 WALL w/ #5012" o.c. YI CONTROL LINE (CCCL) 7 Z■ 11'-1Y2" 1'-1 EA. WAY EA. FACE { 3 „ -■ 9•-238" 7'-11Yq" 7'-11Yq" 7'-11Yq" T-11/q 6-1Y6 6-IYS" 6'1Y6 6� IYS 6-1Y8 6-1Y8 4._71/„ J 13'-158" FOOTING Ox20N5. 35 I 12_8. 7 y2" 5'-2Y8" - 1_6 ______ _______ __--____ __--_-_ -___- -____---___--___--�__--_�--,81-6 -6 --ar____� --_ / 7 H ---- --------t------ — —F — 7 coNT. aoTT. I—— T I I Lr ------t-------I---- I I— I-- I------r-----r-----r------r------r---->------■ 1 1 4" CONC. SLAB W/ ' 6x6-WI WWF. PROVIDE ISOLATOR BETWEEN SLAB & I CJ 'I I CONCRETE MAT BELOW. 1 I I I I ■ TOP OF SLAB EL=16'-101/2" • I , f"�rfi/ I TOP OF GRADE BEAM I ( _ ' ELEV - 16'-6'/2 ---.��. 1 '.l I IMT w/3(f7 ®>::8,�oc CONC. I I I I I ■ 'I I BOTT. OF GRADF BEAM I EA. WAY TOP & BOTTOM. o I ELEV. = 14'-01/2 I I TOP OF MAT E;1_=16'-61/y I • 7 q.-25/8" 5'-0" MAX. in I 1'_I1'� BOTT. OF MAT EL=15'-01/2" 2'-105/6" .. / �..�. B t I .� .. I _ CJL_-J L_I_J L_I_ �_ I I I I I I I ■ i i I /� I I I YYY YYY 1 I ` n I CJ I ' I EA. T'A 1 I / I I 61 6„ • I B t I f' ( 4" / I I ■ I i I r -� I --1--- , --r I ---- --- --- --- ---- ---- - - ----'--- ----�-- -- t ' - -► ----- -- - =- y- --- Ep- - --{ -__ ___ .�-- ------- ---- 1_�1-----1_ _---- _ _�__ 7 { 2 1._O., a 4" CONC. SLAB ON GRADE I ��I PANEL EL=14'-61/2" W/ 6X6- 1,411W11.4 WWF I 2'-0"THICK CONC. I rn ON 6 MIL VAPOR BARRIER ON I MA7 w/ #7 ' I I EA. WAY TOP & BOTTOM. I I I 1 I I I I I I I I 3,IO" ■ I I COMPACTED &TREATED FILL. T/MAT = 16'-01/2" ■ - TOP OF SLAB EL=16'-61/2 I B/MAT = 14-0Vff 1/2" i I 1•_15/8" ''Ill I O -—-—-—-—- '' - I I3,_8,• .i I I I I I I I I I I 1 1 I I I Z• 5 I J' I o I 655 _ a• ! Nl L---------- -- PILE LAYOUT&GROUND FLOOR SLAB PLAN A s'-1Y2 L J � 1/4•- l'—D• NOTES: COASTAL CONSTRUCTION 1. SEE THIS SHEET FOR GENERAL NOTES & DESIGN CRITERIA CONTROL LINE (CCCL) 2. ALL PILES ARE 14"0 AUGER CAST PILES. TIP ELEVATION OF ALL PILES = (-)13.0' N.G.V.D. I ! USE 1-#7 STABILIZER BAR CENTERED IN PILE PLUS 4 - #6 VERTICAL w/ STANDARD HOOK INTO PILE CAP & /3 TIES® 12"ON CENTER. SEE DETAIL "A/S-1". 20 0 21 22 � 3. ALL ELEVATIONS SHOWN ARE N.G.V.D. UNLESS OTHERWISE NOTED. -. --.- .. - ---- --"---- -- - _. 4, REF. FINISHED FLOOR ELFVATfO%,��C'-O" (ACTUAL.ELEVATION = 16.0' W 5. SEE A/S-2 FOR TYPICAL CONTROL JOINT (CJ) DETAIL. 1 • ■73,_15 ,. 12._0" 7,_tY4., 6._BYe.. 10._QYB.. 1 _ f LEGEND PILE LEGEND: I H■ �- _---� 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'- 2'-6' 2'-10" 8" CAST-IN-PLACE CONCRETE WALL TYP. U.0-N. O BUTT ELEVATION = 23.67' N.G.V.D. — --ar----M ------- m - —_ -_ -— _ —-_—-_ -- - - - -— _—- BUTT ELEVATION = 19.5' N.G.V.D. " P III T------1__--""I8 9'-8" I I i • BUTT ELEVATION 1 15.04' N.G.V.D. I • BUTT ELEVATION = 14.54' N.G.V.D. • I l .n ._D„ I /4 j' P.T. 4x4 POST. !, ■ m TIP ELEVATION = -8'-0" BELOW FINISHED GRADE ( ) i { " ! 1 .- II I I o 2,_ „ 2._6„ 2._6„ 2,_6. 2,_6" 2,_ 2,_6,. 2,_6,. 2,_6" 1,_6. ■ I ■ I - L\ GENERAL NOTES&DESIGN CRITERIA: ��PILE CODES: PILE CAP REINFORCING NOT CONCRETE: MISCELLANEOUS NOTES: SHOWN FOR CLARITY ACOR360,BUILDING AIS0.RAVJS DPCIIAFIREORESISTANCE)MANUAL. COMPRESSIVE ACI-318 ALL CONCRETE SHALL BE NORMAL WEIGHT w/A 28 DAY A. CONTRACTOR SHALL 6E RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS PROVIDE 90' STD, HOOK COMPRESSIVE STRENGTH FOR THE FOLLOWING: REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & INTO PILE CAP PILE. ■ -—- -— �- _— (LATEST EDITION). PWNGS 4000 PSI PLUMB UNTIL THE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS �&MINT GRADE BEAM : ■ i I I PILE CAPS 4000 PSI IS FOR THE COMPLETED STRUCTURE ONLY. - DESIGN LIMITATIONS: THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY GRADE BEAMS 4000 PSI B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL SEE L ` SEE PLAN THE STRUCTURAL ASPECTS OF THE APPLICABLE CODES. SLABS ON GRADE (GARAGE) 3000 PSI w/ 467 STONE ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED it REFER TO OTHER DISCIPLINES FOR NON-STRUCTURAL ISSUES. STRUCTURAL SLAB ON GRADE 4000 PSI WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. 1 I BEAMS ABOVE GRADE 3000 PSI C. COMPATIBILITY WITH OTHER METALS: I { JI " LOADS: WALLS 4000 PSI COPPER MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WITH METALLIC A TN 24 I __ ROOF LIVE LOAD: 'I PRECAST CONCRETE 5000 PSI COATED STEEL MEMBERS OR COMPONENTS. i -- i-B ALL OTHERS 3000 PSI D. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, c i t 2-6 2-6 2-6 2-6 2-6 2'-5" 2'-6" 2'-6" 2'-6" 0 TO 200 SF. 20 PSF (w/ CODE REDUCTIONS) E. IF FOOTING ELEVATIONS SHOWN OCCUR IN DISTURBED, UNSTABLE - RESIDENTIAL FLOORS: 40 PSF REINFORCING STEEL ASTM A615, G-de 60 OR UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED. I ■ i ..I — _ - - __ —I m BALCONY: 60 PSF LAPS (FTH 40 BAR DIA. ' • 2'-0" THICK CONC. L - _ _ _—_—_ _ II- LAPS (OTHERS) 48 BAR DIA. DEP CERTIFICATION: MAT w/ #7 ® 12' o.c. WIND LOAD: WELDED WIRE FABRIC ASTM A185 1. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH EA. WAY TOP & BOTTOM. r -�- I— I ^ BASIC WIND SPEED (V 120 MPH LAPS (TYPICAL) 6 INCHES SEE NOTE#2 FOR 1 —T IMPORTANCE FACTOR (I) 1.0 THE STANDARDS ESTABLISHED IN SECTION 16B-33.007, PILE REINFORCING 1 Ill I in ' T/MAT EL=20'-7/2" I 1 M EXPOSURE FACTOR C UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FLORIDA ADMINISTRATIVE CODE. ■ I B/MAT EL.=18'-7/2° I BUILDING CATEGORY II FOR REINFORCING SHALL BE THE FOLLOWING: 2, THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 14"0 AUGER • ____ ---�y,yJ INTERNAL PRESSURE COEFFICIENT ±O.18 (ENCLOSED BLDG.) CAST.AGAINST EARTH 3" ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS/ CAST PILE TYP. .-I--—- I -—-—- - `..! t0.55 (PART. ENCLOSED OFFICE) EXPOSED TO EARTH, OR WEATHER: AMERICAN SOCIETY OF CIVIL ENGINEERING 7-98 PRESSURES ON COMPONENTS&.CLADDING SEE SHEET S-3 6 THRU #11 BARS 2" "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 1 - H7 STABILIZER BAR TYP. SOILS&DEEP FOUNDATIONS: 5 BARS& SMALLER. 1'/2" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC • I "� PILE BEARING CAPACITY (DESIGN MAX.) 30 TONS NOT EXPOSED TO EARTH, OR WEATHER: WIND SPEED OF 120 MILES PER HOUR. SII ■ I =I. I V-6'1 .I PILE UPLIFT CAPACITY 10 TONS (ASSUMED) SLABS, WALLS & JOISTS 1'� CONCRETE COVER 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ' 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'- 2'-6" 2'-6" 2'-6' PILE LATERAL CAPACITY 3 TONS (ASSUMED) BEAMS - 1/p INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE ` ' - SLABS-ON GRADE 1" FROM TOP SITE PREPARATION & REQUIRED TESTING AS RECOMMENDED WITH SECTION 6, AMERICAN NATIONAL STANDARDS/AMERICAN SOCIETY ■ { r _ -- BY CIVIL SERVICES, INC. (CSI PROJECT N0. 05-0709-04) All REINFORCING SHALL BE -1ELD SECURELY IN POSITION _ OF CIVIL ENGINEERING 7 98 "MINIMUM DESIGN LOADS —�=1-=-'-r--—J'-1—-'- ~ y REPORT DATED AUGUST 26, 2005. WITH STANDARD ACCESSORIES 1N CONFORMANCE WITH ACI 315 FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS 1'-0" '-6' S3 DURING PLACEMENT OF CONCRETE. ■ I 9'-0" � _ `. i ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MILES PER HOUR. m THE GENERAL CONTRACTOR IS RESPONSIBLE TO EMPLOY AN INDEPENDENT QUALIRED TESTING LABORATORY TO INSPECT EARTHWORK OPERATION SPLICES IN TOP REINFORCING SHALL BE MADE AT MIDSPAN OF MEMBERS & POOL CERTIFICATION: AND TEST COMPACTED SOLS AND FOUNDATION EXCAVATIONS TO INSURE AND SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS. 1, THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO I I I I CERTIFY THAT THE SOILS PPORTING FOOTINGS AND SLABS 1 III 3'iD:, • ( - { v' ARE ADEQUATE TO PROPEY SUPPORT DESIGN LOADS. TOP BARS IN BEAMS SHALL 'TERMINATE IN A CLASS "C" LAP OR ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY ■ I HOOK AT DISCONTINUOUS ENDS UNLESS OTHERWISE SHOWN. FAC 62B-33.007(S)(m)(n). ALL SOIL BELOW SLABS-ON-GRADE, GRADE BEAMS, & PILE CAPS fn D TO BE TREATED AND COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC. f TIP OF PILE ELEV. I N.G.V.D. +- - 0 --1-- -—�"" DRY DENSITY (ASTM 01557 ) ' • 1'-1D"1-10'" .. � � PROVIDE 1/4" PRE-MOLDED EXPANSION JOINT MATERIAL WHERE STAB ON GRADE & FND. , • I 2'-6" 2'-6' 2'-6" 2'-6" 2'-6" 2'- " 2'-6' 2-10 IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO INSURE THAT ABUTS COLUMNS & GRADE BEAMS, AND 1/2"JOINT MATERIAL AT WALLS OR OTHER ---------- BACKFILL IS WELL DRAINED SANDY MATERIAL, FREE FROM ORGANIC VERTICAL SURFACES UNLESS OTHERWISE SHOWN OR NOTED. MATERIAL, AND HAVING THQ PROPERTIES: MISC.ANCHORS&EPDXY: TYP.PILE PROFILE/-A'\ tL 1�_p" 53 - _ i-_- _ -__ - ___—L— @ = 30.0' EXPANSION ANCHORS (U.O.N.) SIMPSON WEDGE BOLT SCALE: NOT TO SCALE 1 Z■ y = 120 PCF OR ENGINEER APPROVED EQUAL • -� i EPDXY SIMPSON SET EpOXY QR ENGINEER APPROVED EQUAL _' I CONCRETE/MASONRY SCREWS /q TAPCON w/ HEX WASHER HEAD e■ g' DANIEL!.CHARLETTA,P.E. PROJECT NO. REVISIONS: go STRUCTURES INTERNATIONAL, LLC STRUCTURA ENGINEER 66210 -� --- 1611 BEACH AVENUE ISSUE DATE: S.1 750 PHILIPS HIGHWAY 200 F%ECUfNE WAY 0224108 BUROMO 800 POME VD)RA BRACH,R 32082 JNttOING 800 Ft 3225M1 TEL: 9G+ 285-9890 ATLANTIC BEACH, FLORIDA DRAWN BY. MSK TFT:(Boa)298-2648 FP%:(904)288-8846 CHECKED BY. FAx:(904)296-8846 EMAIL:SIO:QTR=11ISINTLCOM eg.N0J .54573 DJC FU. nACATE OF AURIORWON NO,9800 R rn TUIc DRAWINf.IR THc INCTRIIMFNT nF GFRVICF ANn PRnPFRTY nF GTRIICTIIRFC INTFRNATIONAI I f, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF STRUCTURES INTERNATIONAL. LLC IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. ?" IRON FOUND 1/2" IRON PIPE, NO CAP 3672 2,184,121.6 (� \H 74,590. 0 L i J 722 N 33 21 _ -+ o ,� 4 220 � C �`� � 1.1 � ,� 9 �/ - ��.� .._ O'�CRf_TE WALL (-L ,� � ✓ ; .-S� p �'� � � _ _ �� --- _ 222 7 '}4 1 s L - l —-- -- 2 9 1 � - 4�.35 192 / ^� T1 222 / \ L %� { o� o I ! �'� - -- ---- --- - N ' A-IC 222 xi + • 4 _j 22.2 222 I NAL S �- -- - --- l_ i � 111. 1.L7 F T FPLANTER 222 LliRR_ N:ALK 9.7 21.9 PT \70 114 to &b o o B 9 oJ N1412,DRIdEmrO' �i &8 V I�r?22/2.67 '�2 197 I/ 21.9 / D �O 222 2 L O T 3 19.1 > ' I X20. 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BEAM SECTION 23 SCALE: 3/a" = V—D" PROVIDE 2—#5 VERTICAL& HORIZONTAL T WAIL TYP. ALL SIDES. a 2 .•— ` SEE PIAN EXTEND HORIZONTAL BARS MIN- 24" 12" CONC. WALL w/ 12" CONC. WALL w/ �---WALL EINF. PAST OPENINGS #5 12' o.c. #5 ® 12" . ,E °4 WALL PROVIDE 1-#5x4'-0"DIAGONAL EA WAY EA. FACE EA. WAY ER FACE e TYP. ALL CORNERS. w/ CORNER BARS-III , TO CORNER BARS .I.e.: TO MATCH. -III . Z TO MATCH 0.145" SHANK DIAMETER PAF SEE 8/S-5 I SEE 8/S-5 0 12" ox. STAGGERED w II ° o. MINIMUM 1 1/4" EMBEDMENT. fy I ( 2" TYP_ eI as , MINIMUM (3 FASTENERS / POQ \� � ROUGHEN SURFACE-M T MAT ROUGHEN SURFACE 2 .°.<n'°C 2"NP. PER SIDE ) OPENINGS o SEE PLAN TYP. ° EQUAL TO OR GREATER THAN 3'-0" IN WIDTH. ELEVATION OF TYPICAL WALL OPENING AT . 3 SEE PLAN n a r e 3 ° 71. e a jp OPEN I 2x P.T. WOOD - .. c CAST-IN-PLACE BUCK TYP. DOn CONC. WALL CONC. MAT ° ° e °. I PROVIDE 2-#5 VERTICAL & HORIZONTAL SEE PLAN ° ° ° n°: ° ° la / TYP. ALL SIDES EXCEPT BOTTOM. FOR SIZE & REINF ,• .r • • 4 • •°° • 1 , a ° • °• •- • •d .. EXTEND HORIZONTAL BARS MIN. 24" 8 4 9 n l PAST OPENINGS. a 4 e A _ PROVIDE 1-#5x4-0" DIAGONAL _ TYP. ALL CORNERS EXCEPT BOTTOM. I III I � III_ I e MAT III_ ' ILL ' 14" 0 AUGUR CAST PILES SEE PLAN i — — 04 / SEE PLAN &A/S-, I , GROUND FLOOR DATUM 4, III4.. a a TYPICAL WALL OPENINGS AT DOOR w TYPICAL WALL OPENING REINFORCING e SECTION @POOL 24 WOOD BUCK FASTENING DETAIL e s-6 SCALE: 3/4' S- SCALE: NOT TO SCALE SCALE: _ I ' PROJECT NO. REVISIONS: j DANIEL J.CHARLETTA P E. i 55090 STRUCTURES INTERNATIONAL, LLC STRUCTURAL ISSUE RAWNBY: S-6 1611 BEACH AVENUE 7883 PHILIPS HIGHWAY 200 DtECURJE WAT DRAWN BY: 75 01"600 PDNTE YEDRA 9EACH.n 32D82 ATLANTIC BEACH, FLORIDA NE" JACKSONNLLE, CHECKED BY: R 32256 SEL:(904)285- TEL:(9M,296-2848 M.(904)296-68465.6 DJC M',19047 296-8846 DML:SICsmcTUR(SI cc. Reg.No.54573 Fl.A CERiIFlCATE OF AMOHI MN NO,980D THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STRUCTURES INTERNATIONAL, LLC ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF STRUCTURES INTERNATIONAL, LLC IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. 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