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HomeMy WebLinkAboutConstruction Plansi �� �`w � DEPARTMENT OF NATURAL � ,� - RESOURCES MONUMENT 94-77 A-33-2 C�j � (NOW BEING THE DEPARTMENT OF Cz�r '�,t.:u:e _ Co ENVIRONMENTAL PROTECTION) G co CQ CP �s 627.70co ��" ....�. EXISIING EDGE OF HAVEMENI CCCL CCCL CCCL CCCL Cb , ;� `EDeE! t� L b 9 8 6 N 21'52'39"W CCCL CCCL cccL CCCL 3 5 9.5 4' ry p , ..� ;� a CCCL CCCL �„ L , l Z ° Z Z S �- cccLCCCL CCCL CCC CCCL 'C c UI fl 01 k - ; 1\ �> CCCL— j \ }✓ N 21 ° 5 2 ' 3 9 "VU i CCCL CCCL C -, - 1988 COASTAL CONSTRUCTION Y> r CCCL CCL CCCL U C O +� �� CCCL— CCCL— CCCL CCCL CCCL CCCL �- 68.25' CONTROL LINE AS RECORDED > �� `J ��? Q LP, C� ` " Q C J C� �> CCCL— 6� -' ' � t..> � �,,, % {`� :� N 18 ° CCCL_... ccc'C�_ IN PLAT BOOK 26, PAGE 26, < � Y- r� Y' d ` 52' L W �` CCCL--_..._ c ST. LUCIE COUNTY , FLORIDA U� 4 .4r ,Y tv TRAILER IS LOCATED IN FLOOD ZONE '7C" x� '� ` Y,.y :\•- 6` ; , �, `� EXISTIN-s ASf 1-WALt r r- ,�' AND THERE IS NO BASE FLOOD ELEVATION i r Y ' m 5' WIDE WALK; "k'` ; j� PAVED DRIVE AND ii; � ; `„•`�q a-~ STAB LANDINGS `> PARIGINCs TO i�MAIN.co r-- Cil STAIRSUP 117 x` fl.I 1, Y > ;-� ' �> ; ` r rGo / TRAILER PLANS, FOUNDATIONS, RAMPS TO LA I Kms. Y> iS-,,, s, 11 STAIRS ARE SY OTHERS. THIS DRAWING IS`� `�/ SOLELY. FOR 51TE PLAN PURPOSES / ti : ,y- .., j� '' ,c; t ~•.`�_ �,' / ♦ / f 1 12 � X 5901 -•�, t ` `` / 4 �i" � _ __"t tS, ,J 'CO V �j TEMPORfi > PROJECT -ICE "� ,) 4 � � "� ;'� C1} \/ � 11• X / . __._.__" �, ' _ IX .- o tea.• ,.o o /�.7 G ; tzb'' tis t'- AO -1 LANDING TRAILER PL S, FOUNDAflQNi` *MIZV4 STAIRS ARE b+ OTHERS. Tl jI t�," IN�I 0 / 50LEL1' 1=0RE PLAN PU1~?Pp AO -2 ` AO AO -2 AO -2 .a_ / ../ J / 1 V v v �� Y Y �v. _ wY V i y �•, w/ / �/ \.✓ v �..,-,rv.i �Y N, �/ Y� v '/ / VE -15 ':.,a. SEA CRAPES SEA CRAPES ? i SEA GRAPES SEA CRAPES SEA CRAPES I l� ,3' C : i` CS, n ,- )/ ,�`� eah--- , --= te --tet` `'' � •�.� P - ' /`. � ' ♦ / Y' ` /l /co , / SEA OATS 4 DUNE GRASSES i / r SEA OATS 4 DUNE GRASSES J/1C\V Al /N 03 cQ ' / - ^ / SEASONAL IGH WATERLINE / 5.41 NAVD 1 AS t ;\ - 1 / 6.91 NGVD P�26 ��Inrttts :._ � " `' ,� 1 /9/2018 �✓ ` sw5�l►bHg�rY v� W CDID = j - -- 144.08' . X —.._ _ 74.28 47.12' `N 61.83' -- 81.14 r, , 21, g ,, _ \ 5 4:1 77MEAN WIGW WATEth LINE Al .A 0.41 NAVD 1988 1.90 NGVD 1929 ` J 1/9/2015 A-- TN fi` ALJ k c P] -OA -)E.- I T'FXAILE�Ix *'D1 I"r. FL./AIN SCALE: I"= 20' © COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. r M IOD Q t U E to v �to m LL m Y . m Z p J Q J> U. m W �UEl ZJ QD LL A� a�a cl w 0� ® Z oID J wW LL Z WcT, O Z U U W Y � Z I Q U �UEl LL A� a�a Q WcT, O Z ZW w ]CCN4) W1 • I -r 2 �UEl 0 0 w W1 • (0 0 0 -.,r DAi STFFL NOTES 1. STRUCTURAL STEEL A-36 PER gISC.02 2• WELDS E-70XX PER D1.1 3. STEEL- PIPE AND TUBING PER ASTM A53 do A500. GRADE B. 4. TOP HANDRAIL OCA FOR 3001 IN ANY DIREC 3/16 STEEL RAMP LEG 2'X4"HOLE \Xj" STEEL PLATE W/ TIE DOWN DIAMETESTRAP. P.T.2X8 5'-5' DECKING - TOE -RAIL MIN EXT TYPICAL ANGLE B 1 1 /4' X 1 1 /4' recTM RAIIING A' c' c" OPTION: THRESHOLD FLASHING TO FILL GAP -ATTACH W/TS W/(4) #10X1 1/2" SCREWS RIOR GRADE BOTTOM LANDING SITE, INSTALLED BY OTHERS TYPICAL Tl OWN PER DET = 8' (+/-) O.C. EACH SID TYPICAL PLAN OF HANDICAP RAMP WITH PLATFORMS & SWITCHBACKS SCALE: 1/4"= 1'-0" not to exceed 36'-0" C3X5 3/16 " BOLT FOR SWIVEL -C3X5 VCONNECTOR. ---------- - TACK WELD - - - - - r-P.T 2X8 \" BOLT FOR TIE -DOWN ANCHOR. SWIVEL/SIDEWALL CONNECTOR. D (C SCREWS TO BUILDING LAG S 1 X 27 TUBE (TV) ALVANIZED )WN STRAP. 2"X4"XI" STEEL PLATE -� W/\ DIAMETER HOLE TIE -DOWN STRAP. TYPICAL GROUND ANCHOR. TIE -DOWN PLATE DETAILS SCALE: 3 = l' -O- (2) -O HAND •O a «�O •ED RISERS fill 2"t. M H f _\' tit=�1•!•t��3.!•,l� � --`_ . �� J ■I��IIG n . , 1 1 SWIVEL/SIDEWALL CONNECTOR. S s r n I E r7 M� 1 r � 1 t F 5/8' H.S. BOLT GALVANIZED -DOWN STRAP. ;AL GROUND IOR. HANDRAIL SIGN( yP• 80TH SIDES STEP do RAMPWELDED BACK TO 2X2 TS BY OTHERS NEARSIDE AND FARSIDE I II C35 Ln '-6" I i I 5'-5" STAIR PLAN SCALE: 1/4" = 1'-0" 5'-55" I I C35 in i I to ( I PLAN A DECK SCALE: 1/4" = F-0" TOP OF RAMP 1'X2' TUBE 14 GA 1' X 27 TUBE 14 GA. --- y 1 1 2' PIPE HAf�DRAIL 14 GA. H. _,[RAIPIP A. �U 3/8' BAR x 14 GA 3/8' BAR x 14 GA. - A -/16 /16 TUBE 2' X Y 12 GA.1. 1 X 2 SQ. TUBE (typ). X ��_ TUBE 1 (typ)- HANDRAIL 14 GA. /16 r- I cc I 3/4'X3/4' ROD 14 GA.---� 0 4' O.C. l' X 27 SQ. TUBE (typ). 1' X 2' SQ. TUBE (typ}- C 3 x 5 /-STEEL STAIR C 3 x 5-, STEEL STAIR -7 E I 3/16 BY OTHERS NEARSIDE AND FARSIDE I II C35 Ln '-6" I i I 5'-5" STAIR PLAN SCALE: 1/4" = 1'-0" 5'-55" I I C35 in i I to ( I PLAN A DECK SCALE: 1/4" = F-0" TOP OF RAMP 1'X2' TUBE 14 GA 1' X 27 TUBE 14 GA. --- y 1 1 2' PIPE HAf�DRAIL 14 GA. H. _,[RAIPIP A. �U 3/8' BAR x 14 GA 3/8' BAR x 14 GA. - A -/16 /16 TUBE 2' X Y 12 GA.1. 1 X 2 SQ. TUBE (typ). X ��_ TUBE 1 (typ)- HANDRAIL 14 GA. /16 3/1 3' 3/16 - 3/4'X3/4' ROD 14 GA. �0 47 O.C. 3/4'X3/4' ROD 14 GA.---� 0 4' O.C. l' X 27 SQ. TUBE (typ). 1' X 2' SQ. TUBE (typ}- C 3 x 5 /-STEEL STAIR C 3 x 5-, STEEL STAIR -7 F� \ I�- 5/8' H.S. BOLT i 3 1 /16 EDGE PROTECTION 3/1 3 1 I I 2' x2' TUBE POST 12 GA 2' x2' TUBE POST 12 G I I N 1 BASE PAD I BASE PAD I 1 Y t lk aL rEAIN vr' ivl "" & DECK LAYOUT 3011 MAX RISE - NO SWITCHBACK0� ll not to exceed S -o" SCALE: 1/4" =1'-0 NOTE: RAILING PATTERN WILL NOT ALLOW 4" SPHERE TO PASS THRU IT. TYPICAL ANGLE: BRACING 1 1/4" X 1 1,14" X 1/8" HANDICAP RAMP SIDE ELEVATION SCALE: 1/4117 1'-0" NOTE: 1. DESIGN LIVE LOAD = 100 PSF 2. HANDRIILS AND GUARDRAILS DESIGNED IN ACCORDANCE WITH TRE LOADING INDICATED IN SECTION 11-4.26.3 1607.7-1607.7.1 OF THE FLORIDA BUILDING CODE - 5th Edition 3. RAILING PATTERN IS SO AS TO PREVENT A 4" SPHERE FROM PASSING THROUGH 4. 8"X2"X12" P.T. WOOD PADS MAY BE USED IN LIEU OF THE ABS PADS SHOWN. i-- GUARDRAIL �-- 1" X 2" TUBE 14 GA. /P1 HANDRAIL4 GA. 3/8" BAR x 14 GA. 3/16 l®r/ 3/176v-< 16 TUBE 2"X2--12 GA. NOTE: - 1" x 2" BAR (typ). 1. CROSS SLOPE OF RAMP SURFACE s 3/4"X3/4" ROD 14 GA. SHALL BE NO GREATER THAN 1: 50 /-- E ° I ® 4" O.C. I 3 16 OPTION: THRESHOLD FLASHING TO FILL GAP -ATTACH W/TS W/(4) #10X1 1/2" SCREWS TYPICAL TI OWN PER DET t @ 12' (+/-) O.C. EACH SID 2"x2" TUBE POST 12 GA TYPICAL C 3X5 ( C 3X55 � I PLAN A DECK lwi SCALE: 1/4" =1'4' d I 311 j - x x I -' - - - - - - - WELDS TO C 3x5 BEYOND E 2 x2" TUBE POST 12 GA. 5/8" H.S. BOLT 2 � I C 3 x 5 2X8 P.T. DECKING 1 3 1 3/16 3 1 X3/16 ANGLE FASTENED TO ®2x2 TUBE EDGE PROTECTION / 14 TEK SCREWS TWO PER BOARD t � 2" x2" TUBE POST 12 GA. 5/8" H.S. BOLT I ,r 2" x2" TUBE 14 GA. N I BASE PAD BASE PAD 1 -E 2-� -x IA -GA-- - - - - WELDED TO C 3x5 BEYOND I 3 1 3/16 SECTION w SECTION/10 SCALE: 3/41'= 1'-0" SCALE: 3/4" = i'•0" - TYP'>' 4 X 3 X 3/8" PLATE 5/8" H.S. BOLT --- 5- - -- - 2"X 2" TUBING 14 TS 2"x2"x 14 GA. 5/8" H.S. BOLT 1 cO 3 1 3/16 2 X 2" TUBING--,,_, 12 GA. N I 2"X2" TUBI G 12 GA. I I o BASE PAD DETAI 1 SCALE: 3/4" =1'-0" DESVIOADS WIND: 180 MPH EXPOSURE AGORY: C RISK L.CATEG: II INTERNAL PURE COEF.: NA RAMP LIVE ',D 100 PSF DESIGN CRITERIA 1 AISC 9TH ED. STEEL MANUAL 2 FLORIDA BUILDING CODE 6TH EDITION (?017)) 3 EPCOT BUILDING CODE 2015 w/ '16 & 17 SUPP. 4 STRUCTURAL STEEL A-36 FY=36 KSI 5 STRUCTURAL TUBING ASTM A500, GRADE B, FY=46 KSI 6) RAMP & LANDING LL = 100 PSI D.L. PLANKS = 4.0 PSF STEEL = 5.0 PSF MIS = 1.0 psf RAMPS: 10.0 psf RAMP WIDTH= 5'-0" LL= 10OPSF TS 2X2 14 GA. L LW=100PSF (100X4.33)/3=144 #1FT 'I 'I X- _ 2.6 K -FT B FD= 2&X'2 = 25 KSI " (A) C3X5 5=1.24 T=.04 -� (B) S X 02X2X14GA. T=.075 =.07 P S=Z-6-��5X2=.1 075X/.85X2X.96 = .36 P=144X12=1"7 4.67' M_4.67X1.�7 1' 98 _ 212FB-1- 9-� � 2 -661° N.G I I "i TRY 2'2 X22 X14 GA. N - S= 2.5 X_ _ __ 075X2.16 2X2.35X.075X1.2i -52 FB -1.96X _6X12 3 HAND RAIL 300 M=300X3.5=1050 " 1 TS 2X2X12 GA. 1050X12_ FD=- F 3V L34 50 K PLAN OF LANDING & PLATFORM TUBE (A) W=1054=4200` M= 62X.075X2_1890 -35- R=1.26 S=6 X.075X2 _ .9 -F-- 1.85X2X •075X2.96 �= 333 FB=1.89X12_6 8 zs FB=6.8x4=27.2 PLATFORM O.K. DADE COUNTY (ASCE 7-10) BASIC WIND SPEED=180 M.P.H. EXPOSURE C RISK CATEGORY II WIND SPEED: v = 180 MPH Kz = 0.85 Kzt = 1.0 GUST EFFECT FACTOR: G = 0.85 GCPi = 0.0 QZ=.00256 (Kz)(KM Kd,) V (V) QZ=.00256 0. )(1 0.8 )�18 )(180) QZ=59.93 PRESSURE: P = (QZ)(G)(Cn) G = -0.85 Cn = 1.2 P = 59.93(-0.85)(1.2) P = -61.13 PSF RAMP D L=6PSF .6DL+W=3.6-61.13=57.53 PSF NET UP UFT EARTH ANCHOR WILL BE SPACED 0 8'-0" UP UFT/ANCHOR=57XSX4.6 =2117 FB=1.89X133LL2_6 8 -3: FB=6.8X4=27.2 PLATFORM O.K. TUBE STEEL PROPERTIES A.1) TS 2" x 2" x 14 GA. (ts=.075) d=2" d=2" d=2 - 2(.075)=1.85 .075 d=1 .075 S= d'�d ; 1= d S= 2 - •1A = .36 in 60 I= 2 - •1A = .36 in 12 A.2) TS 2" x 2" x 14 GA. (ts=.075) d=2.5" S= 2. 2.3 60 in 075 d=1 .075 I= 2.52.3 .71 `in lz PLANK DESIGN TRY 2 x 8 (SY= 2.723in , SPAN=2'-0" MAX (D+L) LOAD= 110 PSF M-110 + 55#-FT/FT Sy req'd= 55 X 12 55 id, 2.72 ih use 2 X 8 planks REVISION DATE: COPYRIGHT 2007 -MODULAR PLANS DESIGN, CONSULTING ENGINEER JULIO ORBEGOSO 202 DORIS DR. SUITE 103 LAKELAND, FL 33813 PE LICENSE #38769 d• 2 N00 CD( 00 V MM% Zago � [ C� _fig cnE W 0 i c ` Z N c 0 N W E- 0 W Q Q � �p0 ILII. M OZ "a v W n: O oQ� U i,. PATE* 10-31-2018 R.C.S. STLI❑ ❑RBEG❑SO O. FLORIDA P.E. 3B769DATE:J 0 0 1" X 2" TUBE 14 GA. 1 1/2" PIPE HANDRAIL 14 GA. 3/8" BAR x 14 GA. 3/16 E I 3/16 o I TUBE 2"X2"12 GA. 0 1 N 2" BAR(typ). ^C-0 o 00 M 3/16 o I 3/16/4"�X3/4" ROD 14 GA. E i i ® 4 O.C. C 3 x 5 2X8 P.T. DECKG 2" ANGLE FASTENED TO 62 TUBE EDGE PROTECTION W/ 14 TEK SOWS TWO PER BOARD - _ - - - 2" x2 TUBE 14 GA. d I 311 j - x x I -' - - - - - - - WELDS TO C 3x5 BEYOND E 2 x2" TUBE POST 12 GA. 5/8" H.S. BOLT 2 � I C 3 x 5 2X8 P.T. DECKING 1 3 1 3/16 3 1 X3/16 ANGLE FASTENED TO ®2x2 TUBE EDGE PROTECTION / 14 TEK SCREWS TWO PER BOARD t � 2" x2" TUBE POST 12 GA. 5/8" H.S. BOLT I ,r 2" x2" TUBE 14 GA. N I BASE PAD BASE PAD 1 -E 2-� -x IA -GA-- - - - - WELDED TO C 3x5 BEYOND I 3 1 3/16 SECTION w SECTION/10 SCALE: 3/41'= 1'-0" SCALE: 3/4" = i'•0" - TYP'>' 4 X 3 X 3/8" PLATE 5/8" H.S. BOLT --- 5- - -- - 2"X 2" TUBING 14 TS 2"x2"x 14 GA. 5/8" H.S. BOLT 1 cO 3 1 3/16 2 X 2" TUBING--,,_, 12 GA. N I 2"X2" TUBI G 12 GA. I I o BASE PAD DETAI 1 SCALE: 3/4" =1'-0" DESVIOADS WIND: 180 MPH EXPOSURE AGORY: C RISK L.CATEG: II INTERNAL PURE COEF.: NA RAMP LIVE ',D 100 PSF DESIGN CRITERIA 1 AISC 9TH ED. STEEL MANUAL 2 FLORIDA BUILDING CODE 6TH EDITION (?017)) 3 EPCOT BUILDING CODE 2015 w/ '16 & 17 SUPP. 4 STRUCTURAL STEEL A-36 FY=36 KSI 5 STRUCTURAL TUBING ASTM A500, GRADE B, FY=46 KSI 6) RAMP & LANDING LL = 100 PSI D.L. PLANKS = 4.0 PSF STEEL = 5.0 PSF MIS = 1.0 psf RAMPS: 10.0 psf RAMP WIDTH= 5'-0" LL= 10OPSF TS 2X2 14 GA. L LW=100PSF (100X4.33)/3=144 #1FT 'I 'I X- _ 2.6 K -FT B FD= 2&X'2 = 25 KSI " (A) C3X5 5=1.24 T=.04 -� (B) S X 02X2X14GA. T=.075 =.07 P S=Z-6-��5X2=.1 075X/.85X2X.96 = .36 P=144X12=1"7 4.67' M_4.67X1.�7 1' 98 _ 212FB-1- 9-� � 2 -661° N.G I I "i TRY 2'2 X22 X14 GA. N - S= 2.5 X_ _ __ 075X2.16 2X2.35X.075X1.2i -52 FB -1.96X _6X12 3 HAND RAIL 300 M=300X3.5=1050 " 1 TS 2X2X12 GA. 1050X12_ FD=- F 3V L34 50 K PLAN OF LANDING & PLATFORM TUBE (A) W=1054=4200` M= 62X.075X2_1890 -35- R=1.26 S=6 X.075X2 _ .9 -F-- 1.85X2X •075X2.96 �= 333 FB=1.89X12_6 8 zs FB=6.8x4=27.2 PLATFORM O.K. DADE COUNTY (ASCE 7-10) BASIC WIND SPEED=180 M.P.H. EXPOSURE C RISK CATEGORY II WIND SPEED: v = 180 MPH Kz = 0.85 Kzt = 1.0 GUST EFFECT FACTOR: G = 0.85 GCPi = 0.0 QZ=.00256 (Kz)(KM Kd,) V (V) QZ=.00256 0. )(1 0.8 )�18 )(180) QZ=59.93 PRESSURE: P = (QZ)(G)(Cn) G = -0.85 Cn = 1.2 P = 59.93(-0.85)(1.2) P = -61.13 PSF RAMP D L=6PSF .6DL+W=3.6-61.13=57.53 PSF NET UP UFT EARTH ANCHOR WILL BE SPACED 0 8'-0" UP UFT/ANCHOR=57XSX4.6 =2117 FB=1.89X133LL2_6 8 -3: FB=6.8X4=27.2 PLATFORM O.K. TUBE STEEL PROPERTIES A.1) TS 2" x 2" x 14 GA. (ts=.075) d=2" d=2" d=2 - 2(.075)=1.85 .075 d=1 .075 S= d'�d ; 1= d S= 2 - •1A = .36 in 60 I= 2 - •1A = .36 in 12 A.2) TS 2" x 2" x 14 GA. (ts=.075) d=2.5" S= 2. 2.3 60 in 075 d=1 .075 I= 2.52.3 .71 `in lz PLANK DESIGN TRY 2 x 8 (SY= 2.723in , SPAN=2'-0" MAX (D+L) LOAD= 110 PSF M-110 + 55#-FT/FT Sy req'd= 55 X 12 55 id, 2.72 ih use 2 X 8 planks REVISION DATE: COPYRIGHT 2007 -MODULAR PLANS DESIGN, CONSULTING ENGINEER JULIO ORBEGOSO 202 DORIS DR. SUITE 103 LAKELAND, FL 33813 PE LICENSE #38769 d• 2 N00 CD( 00 V MM% Zago � [ C� _fig cnE W 0 i c ` Z N c 0 N W E- 0 W Q Q � �p0 ILII. M OZ "a v W n: O oQ� U i,. PATE* 10-31-2018 R.C.S. STLI❑ ❑RBEG❑SO O. FLORIDA P.E. 3B769DATE:J 0 0