Loading...
Beach Ave 1951 /B A 3 CHIMNEY -CHIMNEY 3 OVERFLOW 1"m P.V.C. (TYP 4 LOC.) 8 OVERFLOW 1"0 P.V.C. (NP 4 LOC.) � o N R 54,Q0 NGVD NG i M7F F --INK FIXED00 F rA 7'-0"x5-0" PGT OX � BM. BOTTOM 3"0 INTERIOR prD JAM 3°0 NTERIOR ABOVE F 51.67 NGVD OPEN ROOF DRAIN OPEN ROOF DRAIN 0 7'-0"x2'-0" o� ROLLER � F STUCCO JTS (NP) G STUCCO JTS (TYP) 3RD FLOOR � FIXED � 1 / 3RD FLOOR /45.00' NGVD STUCCO 014 FRAME TOP OF CMU STUC 0 ON FRAME 45. 0 NGVD f F 43.17' NGVD F F STUCCO JTS (TYP) STUCCO JTS (NP) M. M PGT 0X0 2 1/2"x9 1/4" 0 43.00' NGVD HOR. ROLLER a, F/4j R 2ND FLOOR /36.00' NGVD 0 36.00 NGVD F F OPEN 12"02" CONC. BEAM 12"02" CONC. BEAM BREEZEWAY L.— FIXED p 12"x12" — o PST � 8 GLASS35.00' NGVD CONC. COL. BOTTO 34.00 NGVD a, SL GL. OR. 12"x12" CONC. COL. TOP OF DUNE 11 CAR PORT VAR1ST FLOOR SEE TOPO ES ST 0 ON 8" CMU i ST FLOOR OPEN 26.75' NGVD �ST FLOOR CONCRETE WALL �—STUCCO ON 8" CMU FII (LUSH J27.00' NGVD 6" GH OPENS T ( ) } W CONCRETE FRAMEBOTTOM7.00 NGVD J27.00' NGVD L WHITE STUCCO o ON CMU I +-12x16 CONCRETE BEAM-WHITE---4- _ it i° OPEN Q QM. a °' � -@' 5.00' NGVD 5.42' NG`J 25.67' NGVD BOTTOM WHITE � � � 25.67' NGVD GD. BM. BOTTOM o o OPEN �rh_' R.D. BM. BOTTOM W v a, � 4. N 77 U J � STORAGE --STUCCO ON 8" CMU INSET PANEL N V I L M. BOTTOM BM. BOTTOM � 0 16.67' NGVD ~ —12x20 CONCRETE BEAM----4— 19 16.20' NGVD WAVE CREST `v1 14 0 8M. BOCRE5_T \WAVE CREST TTOM BM. BOTTOM V_ NGVD 1 \_wAv_LCREST 16.20 NGVD to 16.20' NGVD B 12.17' NGVD A 3 9.50' �—EXISTING DUNE TO REMAIN 30 -0° .00' NGVD Ll CONCRETE PILINGS TO -10.00' NGVD (NP) g North Elevation CONCRETE PILINGS TO -10.00' NGVD (TYP)� A East Elevation 4 SCALE 1/4" = 1'-0" SCALE 1/4" 1t-0° NOTE: SHADED AREAS ON ELEVATIONS AND SECTIONS INDICATE COLOR TO BE SELECTED F F 3x10 HORI2. CONT F a � F � c" . ALL WINDOWS AND D00 RS TO ALL NEW WINDOWS AND N x10HORIZ. CONT N BE REPLACED ARE SHADED DOORS TO BE PROTECTED WITH HURRICANE FABRIC 3x10 HORIZ. CONT � C-4 DGT0X0 � F 04 N C Living Rm Glass Wall . SCALE 1/4 1 P-011 /001l Cww �.7 Q n ± CLG. + CLG. ± CLG. ± CLG. 1 +1 LIGHT MIRROR � MIRROR LIGHT FIXTURE - - ^ BY OWNER BY OWNER FIXTURE 3/4" PL D - OPEN CL BICLES LT. I I I I I I I di MIRROR MIRROR 1 - I BY OWNER I - BY OWNER I I I I iC iC JC iC i / `; I I I I o I I L.P. w, I I L.P. c° I I L.P. L.P. I I I I I SPLASH 4 SPLASH 4" � L.P. L.P. I I SPLASH 4" QO SPLASH 4" COUNTER I I FIXED FIXED-- COUNTER I I FIXED FIXED I I COUNTER L - — FIXED • L_ -- -- --1 FACE co FACE - - --1 FACE FACE L - --_j 30" A.F.F. FACE Q 30" A.F.F. 1 30' A_F.F. m CABINETS \ / CABINETS CABINETS \ / ` \ / BELOW---- \ / C9 \ / CABINETS - z BELOW BELOW - �o BELOW o 0 cQ I 1 � I cn r CV N iV - - o N O �. 11 TOE , oo TOE TOE �' �' TOE SPACE ` ` ` SPACE ` SPACE SPACE r�••w 3'-0" I. EQ EQ. EQ. EQ. EQ. 3 2" 2'-6» 4'-2 - L0 A Bath 'I West Elevation B Bath 2 West Elevation c Bath 2 East Elevation o Bath 3 North Elevation Bath 14 South Elevation F M. Bedroom Bath r SCALE 1/2 T 1 -0 SC/ALE 1/2 = 1 -0 SCALE 1/2 = 1 -0 SCALE 1/2 = 1 -0 SCALE 1//2 = 1 q SCALE 1/2" W 1'-0" La ROOF DRAIN FROM NORTH ELEVATION, SOUTH ELEVATION M SIMILAR OPPOSITE HAND . ■. 3RD FLOOR m■ ROOF DRAIN ON WALLL FURR OUT TO CONCEAL PIPE GWB ON BEAM GWB ON BEAM BEAM LET C7 FACE-MAXIMUM SLOFPE TO DRAIN FACE FACE INTO CAB � EXPOSED WOOD WOOD VENEER 1\�-- -,z �._- -- _�/1111 1 8_x12 CONC BM.-�� / \ ° ° / \ / / - - BEAM -----�� —�� ( --�- -_ ---- - -_--_--_--------::--------- E�-\---- ACCESS / \ \ / \ 42" HIGH I PGT FIKED GLASS / PGT I '('r PANEL / \ \ / \ WALL CABS I C� _ = = = \ j II FOR -�-/- - .� / \ - W/3 SHVS SH / 1 / \\ 1 / TOP SHELF \ I i DUMBWAITER / \ \ I I (TYP) / \ / � / FIXED GWB GWB ON 8" C.M.U. OF CABINET I I MACHINERY / \ / \ / I ■""' \ /� GL. GL. \ - J / i 1 ° o FIXED / \ \ \\ // I I GLASS COL. N-, -'�, 1 1 GLASS \ / � 3 H \ NN NN NN. / \ \ I \ 1 1 / \ I 1 it j 1 DOOR // ` L - -� - J FIXED �-- - 1 1 FOR \ /-- ---- - ---- - - -- --\ \ LJ 3 COMPARTMENT I I DUMBWAITER/ / \ \ LT L / L L.P. o - TILE SINK W/DISPOSAL I I / \ .10" DEEP -- - TILE i i // \- --- - - ---- - -_ - / BOOK SHVS. I I DEEP \ UTILITY SINK CHINA D D - �` i i \ m w /- / p — D - D — D \ I I CAB. CUSHION BY OWNER _ 1 Y I y I i ■ 18" lI D ----�- //I I \\ // I I \\ / I I I \ i BOOK \\ // // — D — D 36" KNEE _ D 1 \\ L - J SPACE GLASS KNEE - II DISHWASHER / \� j � I I 1 / I I SHVS. � � - \ DOOR SPACE p p - I I b — IN // \\ / I I I I I ^ D \ \ / / Iii — D — D 2 BASE WASTEBASKETS iiPANTRY - FULL HT DOORS W/7 BROOMS w w ww TRAY STORAGES I (SHVS. ON 3 SIDES AND BACKS H Utli Room West Elevation p � Kitchen South Elevation __�_._� - _ - OF DOORS WHERE OWNER Iowa ROOF DRAIN TO GRADE I I DIRECTSQ9� n SCALE 1/2" = 1 --0 ~�- SCALE 1/2" = 1'-0" PROVIDE C.O. PROVIDE C.O. FOR CAB. FOR CAB. LIGHTING LIGHTING / \ \ GLASS / \ / \ / `GLASS DOOR // \\ // \\ // [POOR // \\ GLASS GLASS GLASS GLASS / \ / \ / / \ ■ I- DOOR/ COR DOOR/ / \ / \ \ ciA�s 1113L_A GLA S \ /\ \ / \\ I 1 // L_\41 I / / \I /GO \ / \ / \ \ / \ \ / \1 I/ \I I / \I I/ I I I I � EXHAUST HOD DUCT C.T. RANGE THROUGH ROOF I 33"w 65"H LP TOP GAS COOK TOP 36" 1 '3 1 -0 1 _0 REF. BY OWNER i Q - 1J - - D -- — D pr p— �p ;- — D D - ��; I �_ _ h I I I F I D - _ 5'-1 CL�AR FOR I I i III \ WASH & ID0 BY OWNER 3'-3" I F I D -- _-- D .� 2'-6» 2,-6„ -- - i I 1- - - - J I I I - - T~ LAZYm ELEC. ELEC. I ( I I p — p - SU$AN RECEIV1=1-t> �•• D --- -�- D OVEN OVEN _ -- �� i � -=== I I I �__- _.-- --- I I MAR 0. 9 2001 � OFFICE EACHES CF 5'-0" LAZY LAZY LAZY F B Kitchen West Elevation ,, Kitchen North Elevation K Kitchen South Sevation � UtilityRoom East Elevation M Utilitf Room Forth Elevation & COASTAL SYSTEMS ,F SUZAN SUZAN " " SUZAN = 9 SCALE 1/2" = 1'--0" 9 SCALE 1/2" _ '1'-0" 9 SCALE 1/2" = V-0" 9 SCALE 1/2" = 1'--0" 9 SCALE 1/2" = 1'--0" � 0 MICROWAVE BY OWNER ■ / \ ". APPROVED PLAN AS PERMTI`TED ' / \ BY OFFICE OF BEACTIES 4 // \ ` / / \ / \ OPEN ::' AND COASTAI,s�rsTEMs FLORIDA DEPT.OF \ \ / \ / \ ` °, EI�RONMMN TAL PROTECTION \ / \ / APriROVED CONSTRUCTION AND ANY OTHER AUI'FiOR'k7"ED I \\ // \ / // ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OR THE N-lyo PERMIT.CONSTR�UC'TION AND ACTIVITIES ARE STRICT7,y / I,ImI'rr,DTOTIrosE BO'rFI 51lO�VN Oh TIIC APPROVED ipLANS DEPARTMENT OF ENVIRONMENTAL PROTECTION ° ' MIT I.IS" . 7NTfIEI'RO3I•-C:`r D�.SC'RIP"('I()i`!.'CtII.,PCRI L .D Pl.: ?.li:1h`r'CO ;fl. f t.`+., \g11 O'rff -I?VERWIITS _...' r;ll?ED. STATEMENTS: / \\ LAS / i.,',ii;: y- DA' 1's PEW Ir�vo. A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 10" DEEP 36" WIDE \ THE STANDARDS ESTABLISHED IN SECTION 62B-33.607, FLORIDA L V . / REF-FRZ \ _r ALL' \ ADMINISTRATIVE CODE. 4- BOOK SHVS. 4— W/ICE \ Q — D I I MAKER / D — \\ B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 4 �. --_._ .—. .�- __._ _ _ _. — — — — - / \ CUSHION BY OWNER -= - \ OWNER /BY - \ ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 0 REF W/ / I 1 \ 1 — D — Qi I I \ ICE MAKER / \ \ / ;� I DESK BY OWNER I \ BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE \ // \ I 1 T — = s \\ M ES PER HOUR. WITH A MINIMUM BASIC WIND SPEED OF 116 \\ / DRV / D I I 1 "4 ri t f ■� I I BENCH - � C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN Iv Kitchen East Elevation o GalleyWest Elevation P M.B. Bathroom ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE SCALE 1/2" = 1'-0" 9 SCALE 1/2" = V-0" 9 SCALE 1/2" = 1'--0" WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES PER HOUR. s o -u r 1' 0" 6T@9"=54"=4'-6" 3'-0" 6" _ � 3,-p„ 3,-0„ 2x10 W/ 2 c=)01 2x10 W/ 2 H2.5 (TYP) 2x10 W/ 2 H2.5 (TYP) H2.5 (TYP) 8D NAILS - - @ 3„ o r ROOF 54.00' • , • ROD 54.00' ROOF 54.00 5/8" O '4a i — — _ - _ _ 5/8' PLYWOOD 8D@6" O.C. EDGE 12" 5/8" PLYWOOD 8D@6" 0"C. EDGE 12" NGVD L NGV NGV 8D@6" O.C. PLYWOOD ROOF O.C. ON 2x 10@24" C"FRS O.C. ON 2x 10@24" CTRS EDGE 12" 4 i i i i i i Q.C. ON + I I I I +— „ ,� ; I I 2x10@24" 2x2x8.5 , I I I I ar S.S. CLIP i i i i i I i _ I \2-2>6 2--1 3/4"x11 7/8" LVL 12x12 BOXED 2 2 6 2-1 3/4"x11 7/8" LVL 12x12 BOXED CTRS 1 2-2x10 TOP TREAD I rx , ai' WD. BM. (TYP) 1/2" THREAD WD. BM. (TYP) W/3/4"� EA. END i i i i i i N _ _ THROUGH Q� P.T. L LADING I i„ N SEE PLAN FOR U LINTEL 1 cv #4@12" I I a I I PLYWOOD 8D@4" O.C, EDGE 12 Q.C. LOC TIONS W/2#5 BOLTS@12" O.C. ■� 3'-16' 6'-8" OUF�LING ON 2x6@16" O.C. W/ R-19 ,. PLYWOOD 8D@4 O.C. EDGE 12' D.C. LAM. SYP BM P.T. O.C. E.W. , I I , , , 8 CMU E.F. 2x6 INSULATIONI/2" 2x6 ON 2x6@16" O.C. W/ R-19 EXPOSED 1 # 4#4 __ _� fiL oil 0 __ oil 0 __�fi _ �+, - :ti - - - I FILL ALL 3RD FLOOR 3RD FLOOR INSULATIONI/2" 5@8' O.C. 1, 0 ll 45.0 NGVD 45.0 NGVD GLASS ,a, • �' + 4 a •.•4 � ° o CARPET ON 3/4" PLYWOOD o BLOC KING CARPET ON 3/4" PLYWOOD $D 3 AILS CELLS . . . . rl - . . . - P.T. 2x4 W/1/2"� Ca L �71/8'L�11x2"x8411 _-- i____ µ 4�__ �_-�_ i__ I - - 1 lf� �_ BOLT@16" O.C. �= p I I I , I a _a -- - - _ - 2x10 @ 16" O.C. SEE PLAN 2x10 @ 16" O.C. SEE PLAN I I II -_ �_ RD FLOOR Q LG. ,S. EA" E;ND OF V�D. I I 43.17' NGVD PLYWOOD I N PLYWOOD I , , , I i 1 2_2 6 SOFFIT H4 CLIP EACH SIDE N ,o TRE d (BNFL i L) I I I = I 1/2"�FP THREAD 2-1 3/4"x11 7/8" LVL 12x12 BOXED I U LINTEL C - SEE LAN FOR WD. BM. (TYP) _ PT 2x8 W/1/2"O BOLT @24" O.C.3/8;"o WEEP OLS �I LOCAIONS `� + I W/2#5 Z i I I �' I I U LINTEL W/2#5 CONT. U LINTEL W/2#5 2x10 a ON H LAGER OD CO DOUE LE JOIST c0 + + , I I I I CTRS. (TYP) I @ALL THREAD 1/2" GWB ON FURRED 8" CMU I 3/4"0 r PLYWOOD 8D@4" Q.C. EDGE 12" Q.C. N N 8" CMU #5@16" ANCHOR 1 • ° ° 12x6 / 8" CMU 5@16' O.C. FILL ALL CELLS ON 2x6@16" O.C. W R-19 # O.C. FILL ALL BOLTS @12" I T 1 T - ' -� - - _'u - 2Nq LDDR INSULATIONI/2" 2ND FLOOR 1 # I 7 r 36.0 NGVD 36 00 NGVD WITH CONCRETE 1CELLS CMU i •� • • + . + + • + BLOCKING / # CONCRETE D.C. FILL ALL r -� U LINTEL W 2 5 CONT. 5@8" O.C. Q 2ND FLOOR 8D NAILS CELLS 2x10 @ 16" O.C. SEE PLAN 2x10 2x10 @ 16" O.C. SEE PLAN 36.00' NGVD @ S � BLOCKING U LINTEL H4 CLIP EACH SIDE EMBEDED IN BLOCKS 12 GAGE STRAP 3/4" 2ND FLOOR F Stair Plan 1 st Floor PROVIDE 6#5 DO)WELS @3" EACH JOIST W/8-10D NAILS EACH PLYWOOD I M SCALE 3/4"-1'-0" Q.G. EACH FACE FROM �, W/2#5 PT 2x8 W/1/2"O BOLT @24" O.C. C,, E JOIST I Q8� COLUMN 3 --0" LONG SEE #4@12" EACH 8 C) STRUCTURAL FOR WAY EACH FACE o � H4 CLIP EACH SIDE � U LINTEL � REINFORCING I i PT 2x4 W/ 1/2"0 U LINTEL W/2#5 co 002x10 I W/2#5 0 8" CMU #5@8" O.C. FILL ALL CELLS BOLTS @24" O.C. I I 00 1 ST FLOOR WITH CONCRETE IST FLOOR 3/4"d t 27.00' NGVD 6" CONCRETE SLAB #4@ 12 E.W. T&B 27.00' NGVD I ANCHOR 8 CMU 4#4 DOWELS I ' -- - — AC I 1 # W COLUMN F E 6" CONCRETE BEAM #4@12" 12x16 CQNC. BEAM 3#5 T&B #3 TIES >' $" CMU #5@16" O.C. FILL ALL CELLS O.C. @12' j+ #5@$" O.C. I� O.C. EACH WAY [EACH FACE .--•--@12" O.C. WITH CONCRETE I FILL ALL C --- S,Wp„ I al. j 12x16 R.C.B. 6" CONCRETE SLAB #4@12 E.W. T&B CELLS 12x16 4#9 I r i i 3#5 T&B CONT. #3 TIES @ 12" O.C. C4 1ST FLOOR _ # 6" �" 6T@9"=54"�4'-8" 2'--10" 6" T&B # (TYP) 27.00 NGVD 3 � � � _____ — � • � r U LINTEL W/2#5 CONT. TIES@8" 27.00' NGVD 5#5 EACH FACE @3" O.C. ,� 4 �, 8" CMU #5@16" O.C. FILL ALL CELLS 1 r L „-�-c- EXTEND 3'-0" If\�TO WALL ,h. WITH CONCRETE D Section C cv S.S. EA. END OF WD. 1�24x20 GRADE BEAM 8" CMU #5@16" O.C. FILL ALL CELLS -�"- - - - mm TREAD (SHEEN L� v 6#5 #�: T IE5 @ 6" I WITH CONCRETE 2 a _ : .4Q0 -0 ' + o, EXISTING I 1 '12x20 R.C.B. __ 3#5 T&E3 CONT. #3 TIES @ 12" O.C. 1 11 24x20 GRADE BEAM 1 6" CONCRETE E W SCALL 1/2" - 1'-0" d . � ,,• . 1 4 DUNE I I (TYP) T&B �� +� TO 1 I I 12x20 R.C.B. co ° ~--�,r+— -A — rt--•-- n n n 1- L EXISTING 1 1 3 5 T&B CONT. 3 TIES @ 12" O.C. REMAIN I # # ( U LINTEL W/2#5 —1 I I I I I + DOWELS SAME SIZE AND SPACINGS AS F -tet-, CON. INSER S THREADED 6" I VERTICAL REINFORCEMENT DUNE I i I (TYP) � � � 4 I I I L1 _ .� FOR•5/8110 .S. HAN ER � REMAIN � U LINTEL W/2#5 RODj (TYP) 2 I I I I I DOWELS SAME SIZE AND SPACINGS AS I I LJ CONT. L-------- - 2' I I 6" I VERTICAL REINFORCEMENT 8" CMU #5@8" 8D NAILS @ 3" ---_ I I I I I O.C. FILL ALL >`. 7 I L 12"AUGER CAST I T 3/4 PLYWOOD 0 � J I 2 1/2 x 10 1/21'x3'-I" I 1 i I I 12 GAUGER CAS CELLS WITH CONC. PILES 4#6 CONC. PILES 4#6 . CONCRETE I I I '---�a P."F. TI E/�q (Tl'F!) I I �.L - - I I 2ND FLOOR 2x10 @ 16" -i-1 .� + A 36.00' NGVD • T- •J __ __ 12x20 CONC � I 2 T. LAN' ING I I I I �;°+.�d BEAM 3#5 T&B �� � 00 I I I � �+ � (TYP) I � I I I I I „ •� I I I I TIES @12 O.C. ca -10.00' I I -10.00' I I 1 1 Ir • NGVD 1 1 NGVD � 1 CL 1 EXISTING DUNE 1 I TO REMAIN r I I DOWELS SAME I L` I I i �'+ + P.T. 2x10 � A Section Section I 1 SIZE AND W/1/2»O UHPGA210 I 4#4 I r I I 1 SPACINGS AS BOLTS JOIST HANGER Q c� VERTICAL 6' CO CRETE WALL U SCALE 1/4" — 1'- 0" SCALE 1/4" — 1, 0" i�, --1-- @16" O.C. #4@121' Q.G. E CH REINFORCEMENT 8" BELOW � r WAY E AGH FACE I 12"GAUGER CAST #508" O.C. FILL L I I ALL CELLS WITH = �r) I I r I I I CONC. PILES 4#6 i CONCRETE 5/8„0 L.S. HANIGER I C Section E Detail Q •- i' I r :77 ( I RODS Iryp) Qp SCALE 1/2” - 1'--0"o' SCALE 1/2" � 1'-0" Q U 18.00 NGVD I I I I I IRECENED m � I LT" I I 5/8„� S.S. HANGER-- r• SMOOTH Tm 1�'LCZ"x2"x8l' LG. S.S. EA. { MAR 0 9 2001 � ••� • a � END •�LWD. TREAD (SHEEN L) THREAD 6" END @00 -- I 5#5 E= C H FAC @3" COUPLING OFFICE -I 1 O"C" E FEND 3' 0” Ap'ROVEI}PLANA5 By OFFICE OF REACHES CHES CED ¢ CO STATS �r��� �� INT. W L.L AND COASTAL 5 Y STEMS GX 1 /M1 Y�71 .ti' "• I I MS = ----� - L -- 1 1/2' a FLORIDA DEPT,OF alE�:'r:kI,1'TZO"I'ECTIOI�T >CNV1itQN � _ Q fv �J '�� L APPROVED CONSTRUG"flC)N AVC�� ()T11EfI A(I'1'TIORT7� O cv t� ACfIVI'C(ES mt)s'f COMPLY NYI'l-ll /+i,l,('ONl)1'l IONS GFT116 ___- I PER -1,0,, ANl),�(:'t'IVI'I'1l BARE STRICTL1l r -t- I ~ L1�41 i'C'D"fOT1,0,, l3O`l'-1 S110NN'N`)N TI_1E APPROVED PLANS 12x20 4 9 L • W_ •� j I AND-LISTED 1N TllE PROJECT pCSC.RIP PION.•PHIS PERMIT # I IS►SSI, fr . UA1'r•fo Cl . 161, .S.,AND O'fIIER PERMITS -----_41 2"0 S.S. WASHERx1 8" TYP M t11; iEQU IED. TIES@8" I I I L : J I 3 zw I/ HEX NUT S.S. 1 1/16' /—.nn,1,l hERm 'rNo. � (TYP) ► E,V1xo, 16.33' NGVD I � � UPPER ROD 5/8"0 S.S. . 9„ 9„ 9" 9„ L , j g„ 9 1/2„ 9 1/2,_ � 1/2„ 9 1/2„ F------ - 7r DEPARTMENT OF ENVIRONMENTAL PROTECTION • _ •r L STATEMENTS: - - S.S. COUPLING 66 A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH LOWER ROD 5/8"0 S.S. THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. r 0 L B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 0 � ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 0 I- BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE _ WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR I]G • Stair Section USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN Q8� SCALE 3/4"=1'-0" ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 03 Coupling BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE I H Spiral Stag cou lin WIND HOURDS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES SCALE 6 1 A _ 8 3 Q 4-3/4"o Ca ANCI-0)R 67'-6" N BOLTS W/ 2-3 1/8x12" 7 .� HOOK LAM. BEAM 7,-0r, 34'--0„ 18'-0" � 8'-6" L L 4 4x6x1/2x12" LONG LEG AWAY FROM WALL 8" COINCRETE - - 4-3/4"b BOLTS 13 _3 ROOF DRAIN-MINIMUM 3" INSIDE 8" CONCRETE W/4-3/4" ANCHOR BLOCK WALL ° \ 1/2 ALL THREAD DIAMETER (TYP 4 LOCATION)--,,, �- 2 2x10 1/2 ALL THREAD BLOCK WALL -- BOLTS INTO BLOCK - 74 =t - - L 8x4"x7/16"x8" - - - -••--• WALL W/ 2._3/4"0 2 3 1/8x12" ANCHOR BOLTS SLCD ALL T EAp LAM. BEAM TAIL 2 1/8'112" LA W00 BEAM - J -Y - _ - - - I8 �M WALL_ _ _ = =J J - - 2-3 1 /8"X12" LAM. WOOD B M� 7- PLAN DE - -- PLAN D ETAI L 2-1/2"Ox5" LAG — f8" CIVIL W/8x _ 1/4" PLATE 12" LONG SCREWS EACH ROOF D AIN L I (CON. T E BEA IV 3/4" BOLT 5/8 3RD 9 1/2" HIGH BEAM 8 C7 I SL B 12" O.C. PLYWOOD FLOOR 3/4"b BOLT � SL 5L z • 3 Ca X12 ' O.C. I 2-2x10 3 I o i I �7 2-2x 10 INTO LINTEL cJ 2x 10024" .C. C.� Q � �~ BLOCK; 4--3/4"� BOLTS w SL W/2��� CONT Lr- �-- 2x10 24"O.C. N 8x12 CONC. U FOR 2!x10 I s I ■ 8 CMU 0 • 4{�5 T&B �3 4-.3/4}.,� L 8x4"x7/16"x8" i`'' `'' C.D. � . C.D� =�'y'''` I Q TIES ©12" 4-3/4"0 BOLTS LEG AfNCHOR 5@8" O.C. / / ' - 2-2x 0� �2 •2x1O W 2-3 4 0 �-.,�: O.C. BOLTS FILL ALL ANCHOR BOLTS `: +�' 00 :` I Z CELLS I ± ` K' I 2•--3 1,/8"x12" LAM. B AMS I C5 E IH e- 8 CMU 6„ h.:.. ,•,_.. SL � ,,E; SL >i`E3' L 5@8" O.C. ILL ALL 2-3 1/ "x12" M_WO `:"i A 5 - - _ _ _' a - --- - _ - - CELLS �23 /8x12' - _ - - - - �`` LAM. BEAM _ ---- �'i )' tt�f( ' r h }fir a lw■ t r••y.• ,.C,. •t :.A:: L" v •i:t ,u uM yr. Nr •va•n dE^ S" E�1?:m T.r t R Z. "a`.�, °j3 ,V'*i' :.:4: '.,3'.• L. ::J. t •le��, Fi7' d a9, i:r..S• f>: 'd?L ry+' f°nw3 ,.r: r a .. r. ,.••. .... :,:, .. _ ,_.' E i"•+'. • � ,... .F .. .uF--. r.s .•i., '•'d' t. rx".i. .. ,. ., r 4.., :•. ., ,,„ •'. ... ...:h ..: ... .. . .... S ,... :.,; .. .afi.. Y... ti 1L* r}'r • ds,.d?? a'C= 'SrY i; •..,: x}:r •..c. .... .. .: 't. .. ._,., ,.. >. ,.r ,:_ r,'✓'" ,. ,a , .. r.c' fix':: :•L•;.. 1? i,.+{�?: ■ ..I.... is. .. .... r..`.= c , .... >..,. .. ,,... .. .•, ..�,. , ...r. �.. ,,. .. ;t.v.•.. elsat., '.>�, 6.• 4 r:'. .p>.• 'i'F.. ••o Y•d.. ,r.' tip.`?�vn:, ■ .. •,:,f-e.h...,,, .n;..,'� . .->•,.•..., •, •.: ': •' .:. : .:. ...a : ,r, �,�` ,$i. 1 ..n"37" 7,r s..•}it: +I r;. .��,a'f}� .„vee`:[fr ,• ,•,.,...-Sz ?1i i�%"k Y r, . .5�.., ,t. ('D' Detail Detail o 8" HI H RIDE CON _ I h 117 x1 4 2 0® O.C. 7 •S S .? r, j t•6 I .a. }. : e h vr,. ',q�r_ In., ;.:3.,>. s.T :h�• n ..3�!,•. "¢.sY..•. SCALE1 1 SCALE 2 i.: '%a: .f. x •3H . r}i r i .3•e-h' ••�:+S'<>F' ':•+f:c 'iii t.. ' . .tr•,. .f is,, �:r�m..u.. � :i':. '�k:•t .''rr=", r.. ; i :S'z}f r3 C...,i+'...;<, r�•'-.n";•;^ i:gi".5`., ,r le c!x:"r}' ':tI '9r. ;r:�: .�:,-;�?'?" �; ?-r•. :.'i, �► 2 3 1/ „x 12" M_WO . A S 2 1 8"x 12 LAM. WO(.1 AM5 _- • ` . ;."'!^ •-_ .:iae i:e. 'L".y::•.•, _- _.-. . eAv... _.,,. _._.- ..-.. . _.._ - .-. .. . . -.. . -_ SL w SL ty v =s �:: � 10x6 SW � ` ;,,• I SUPPLY Tf A/C YP I = ;r` 2x1Q@24" .C. : 2x1 @24"O C. Fes•€� f a. 6x6 WOOD ` " 2 10rs' SL 3c: 12" COLUMN ALT 6x 10 NOTCHED FOR 7--2x10 S C.D. B `£ I SL LAM BMS COLUMN WOOD COLUMN 8 ''`'=` `"_" O 3x6 1, �j 2--3 1 X2" M. WODD BEARS 2-3 1 8"x12" LAM. WOOD B AMS r, 3 1/8"x11 1/8" J,II hl�l 2-3/4'"b BOLT — --- _ J -- 3 1/$ x11 LAMINATED BEAM � y - - 1/8" LAMINATED �, HD 5A ANCHOR - __ _ -_ - - f = _ _- - _ - _ -__ _ _ -= _ = - - - _ __-= 3 3/4"THRU BOLTS TI BEAM 3 3/4"THRU-BOLTS W/ 3/4"b o ROOF D SL - I� 4x6 ■ V•':i RECES BOLTS AND PLAN DETAIL PLAN DETAIL ANCHOR BOLT I ; '. kit, "-Z." r r'IinvED PLAN As sIz>`xI r En ;�.. ,.r . RECES BOLTS AND I I ,{.� Y o rTE OF BEACHES HEADS HEADS U-LINTEL - - - - v W/2#5 1/2"� ALL THREAD FROM 3RD ROOF DRAIN r�1 '6x3 1/8"x11 --_- = 3 1/8'x1 1 - - FLOOR TO ROOF JOIST. ROOF E_ __ t+;i \'i3•: ^.373F$D�[F�C]E]IOJ I'''"`:::•• . ,• 1/8" LAMINATED _ 1/8" LAMINATED = - - 8: CONC. I RAFTER TYP. BEAM -� BEAM - BLOCK WALL 7' 0" 10'-10" 8'-0" 4'-4" 10'-11 f JOIST. ROOF RAFTER P. =C14N REINFORCED 0" 7 18'--0 AI'I ROVED ON :'i r{: c't_I`Ty'nN8'n!`6Y'O'I'IrEItnUTF1 T7kT] � •,i,, ,: �:• Irl-.�:ONUL"lrlL2 "rnE 4-30D NAILS 7-2x10 COLUMN I rI s; :I'►.{ .,r, 1'ts t'rltl;.i.��t�,�I rIVITIESARKSTR `TLY ■ Q4" O.C. 3x6 NAIL EACH 2x10 �:)�Tucnl'I'RovEn ri.n�ss L 6x6 WOOD TO ANOTHER ■ M AND I,IS•ri�.I):�: ::r. I'Iaey.Ls•,c , OE'St'm rroN.•i•Ins► fum'r Q 30D NAILS COLUMN W 8D�4" STAGGER B oof Framing Plan 53.83 NGVD is I yir1,j 17 ,:,ANT TO CI .161, .S.,ASND OTHER PERN4I'I'S LL 12" Q.C. ALT 6x 1 O / A C . . NOTCHED FOR A MAY rs LE U RED. " LAM BMS ■ - r 7 SCALE 1/4" = 1'-0" � Z6 b 3 ' `� H Detail I Detail K Detail MV1e 'D DA PERM 'NO.67'-6" cc 7 SCALE 112" 1,--0„ 7 SCALE 1/2" 1'-0„ 7 SCALE 1/2" = 1'-_0„ 7'-0" 34'-0" 18'-0" $'-6" m _ 61-61, 14E-8" 121-6" 6'-4" 6.r - 6" 8'-0" Err ROOF DRAIN 1/2 ALL THREAD _ 0 1/ ALL THR AD _ 1/2 ALL THR D 2x6 STUDS �8" O.C. 2x ST DS 8" O.C. J I J _ _ 8" CMU WALL _ - - - -- - - -- - - 7-2x10 VERTICAL ROOF DRAIN COLUMN DO NOT M WOOD B AM _ 7 SPLICE 2x10S B dx 10G 16"0 C. 2 2x 1 B > 8" MU 3x10 HORIZ- C 4 = #5@8" cQ > O.C. FILL 3 2x10 .w C.D , 2 C.D ALL . RECEIVE CEL S---- , WITS. 34'-4" GLASS LINE A ,�.., CON RET Q R O N",r1, 0» 6,-4>r IV 1'-0" 17'-0" 1 -o" $,_0,> FICE OF BEgCHE9� r : ,�� co Nt} D a y 6x6 1 ' t ,-+ 6x6 �ASTAL SYSTEMS a COLUMN = . _ _. .._ '4�;�•, - T - _ <�.'::' = -- - - - �'�,,rl - ��=�` _ - COLUMN - - - - •1. f.. n"k c`- "�f. .r:.r. 3 rr'` •.l;• ..r. ofq� ;���: .i�,.. '��: >r.r 33. 7. ifie' •r ra,.... r .i. :+.n '.1 .-� ':�•: •S`....q fes•: h':, ,}; ;(' F 4 .•. F•.r. ..r..v�• - r °I.•.•.a•.' ,,,,�� .t; q :".',`<",,;' ..'ti'' r-,'�.r•,r r' i ,r,.., '}:.' �. i•.• � .+3111 ?v'ri;�': , hl. 'S .,'!'3•�'#'S -'t.i'. f> r `J t 4 rZ.. ,.3. .ipd:. V 'r•,. 1 o M. %•00.• BE M '..2 3. 2x1f•@16'O.C. `x�"�a' LAM. r3,OQD B AM.., r. 2 i 8'x 12 M. EAM ''vd 1/8"c 12 LA I. BEAM - k: ,? �' 3 2x1 2x1 ■ ..f 1 ,�- ,2 •S u a `•li >' r Y' ,,'r> .,7•i;L'•' r;z: <rt fx. n. H .r(' •'i >:EI S+ ..f Y��a;" +G�. ,qn. a. .r,'�. _ �•: M+�f. P.T. '„-s. :,.^.••a a,r. ..:- '. '. ... . . ...., r:.; r...,,..r .,.. .. ,,.. ... r.hJ.ir .r•:•..� d ifs r• Ai> •, .•e'� g t 4: wS` c h' ya. � ._Yz�r Y'.3:l..a !. � <,4 a lw: v..S• - >V. .s :•`t'• le, x.Rri xr,. ,e7ys,�aai<.. 'ffq�tf.`. ••?,x .:ta`"•-.?:' ..:.Y,te i�rYa: '. DEPARTMENT OF ENVIRONMENTAL PROTECTION _ t `' — CRY ^ 6x6 T 6x6 — D 6x6 COL jl COLUMN COL N _T STATEMENTS: ' ■ T p,t � "' h' 4x10 '10x6 5W L. SUPP 4x10 C. C.D. .� A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH i I I A/c P P.T. THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA c• c ADMINISTRATIVE CODE. - L116'D.C. 4x10 24"0. „ B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR I B I p O BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE S 3 LAM- o0D AM - qa WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 LAM wo D B M 8' CMU B�_A I2# WALL WI7 U INTE VV/ 2#5 MILES PER HOUR. —_— — _ _ _ 1-7{ i�i T '3 i i iflf f"k { .T i1 1 El Cr THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR — N ■� o OOF DRA N I I I J 0 USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR lk BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE 1/2 ALL THREAD FROM 3RD FLOOR TO ROOF DRAIN-J' RAIN 2x6 STUDS 016" O.C. 1/2"0 ALL WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES ROOF JOIST. ROOF RAFTER AT ALL THREA THREAD FROM TYP. 13'-7" 4'--4" 4'-0" 3RD FLOOR TO J PER HOUR. 7 ROOF JOIST. 7 A Third Floor FramingPlan 45.00' NGVD ROOF RAFTER TYP. �_ ,_ ” r 1 7 ),,('Al F 1 /4" 1 n A C A 8 8 3 +4V 67'-6„ 6"' U - - - _ 7'-0" 14'-6" 12.-8.. 6,_4„ 18'-0" 8'-6" 1/20 ALL THREAD ' 2x6 STUDS @ 8" O.C. P111/20 ALL, THREAD 2x6 STUDS @ 8" O.C. 1/20 ALL THREAD 12x1 CO CRE E BEAN 3#` T CO T. #3 TIS @12" O.C. 12x121 ON REE EA W 4 T B 0 3 I S @5' O.C. � L COLUMN COLUMN CL U LINTEL 2#5 # 8" CMU #5@8" O.C. 8" CMU #5@8" O.C. - - - - - - - - - - - - - - - -- - FILL ALL CELLS WITH 6" CONCRETE FILL ALL CELLS WITH \ - - - FMTI�T ' '� " - - - - - - T 1ST FLOOR CONCRETE I SLAB #4@12 I CONCRETE -I - - ' 27.00' NGVD E.W. T&B - R.D. t CO RETE ONCRE E > ` B COLUMN BELCW 8" CMU WA L W D COLUMN EL W WD. OL. A VE U LINTEL U LINTEL U LINTEL LINTEL 3 (TY ) U LINTEL W 2#5 8 WD COL. LU COr IELOW rB 2#5 9'-10" 2#5 5=_0= 2#5 9'-10" 2#5 2x1 @1 "O.C. ABOVE ( P) 2 10 12'O.C. ABOVE CO 3 8" 2'-0" - - 2' 0" 8" 8' CM #508" .C. C) - FI L ALL CE LS N 8" CMU W TH ONC ET IL 8" CMU #5@8" O.c. #5@8" O.C. 8" CMU #5@8" O.C.� 2x10 P.T. @ EQ. 2-2x1 DIE 3- x1 -� 3--4x10 FILL ALL CELLS WITH FILL ALL FILL ALL CELLS WITH CTRS. P.T. @ CELLS WITH ° ' °'z1 CONCRETE CONCRETE _ `F• 1. EQ. CTRS. STORAGE I 111- :;. ,= I 1 x12 CO CRETE BEM V 4 6 CD I CONCRETE I I CM WALL B LOW / I 18.00 NGVD 'II` €s=1:i" #5@8" DOWELS #5@8 DOWELS ; :: T B ON . # TIES 5" 0. �v \ -12 '02" CON". 13M. _ a.� •: It I717 ( I ILT - < f� ,�w \II 1I 24"x16" R.C.B. 114 GRADE BEAM 24"x16" R.C.B. I I 2 2x1 CDL f 2-2x1 t 12"x20" GRADE BEAM I I 1 24x20 I I 112"xc20" GRADE BEAM I I I a a I A 0VE _, 1 I I I I I I 2x10@1 O.C. 10 8' U L NTEL W/ 2#5 �� ; 8" CMU ALL x6 WOOD OL M 1� hMI f,r3 BOE ND FL OR (TY ) M ������ _ _ �� BELCW .-r. € , I �� I�� 'is _ _ `i ��� €€z `` I I Fil 1111111111 :��- �� — — i CONCRETE 12 x12" CON B -mss= J A 8 3 r CHIMNEY OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) CHIMNEY PARAPET 55.33' N NGVD ROOF 53.83' ¢ NGVD —. .__ . ��. r f.. 't'9 f y rt•f�a:r�•w:.,iy sf s .X�• 'rrtr{ ' \ ROOF 54.00' � � _ — � � — Y � , _ - - - _ - - - - - - - - - - - - - - - � — _ — _ - - - , _ — � _ � - - _ �-- �;_ � --Y•- - — — � — _ _ — ` — NGVD FIXED GL. FIXED GL. _L f ii' 1 Y �"Y•f � 1 i 4 ,Y L ] ■� .s ::t• er. :r;l t a eI•",'r:"'::.,., A.. 't: 9,. y.v. y>`!r'?•< "J' fi s x" x•- •1• 'r t, r rf�i+" r. `r;` �? .�^r s .r�. "1 it xs' - '•r'.•.• r"• -z r r •',� .t.ea a I � !r kYi' 't S /. 'i.' r./., ,.ytrr, •. i`, '.c •.'r. ,yr rt .+? yea / i r +.j 7. :'j'. } rrX• ::Y k' :�4 fir.: ku 'f• !•],n .,-�.•.. i�. r.Yt' x ..i. F 5' r� '�i e t •r •.r V 7' 1 7 .5.. x r ,fir. .: �1. r• IU '•2., .h'r. .4.r +% ,t S - - CD t T R t z .r• k , 'r•' T.. i. dy OPEN 2,...h-• �•e T •.Xaa ...F sn� :•rr. / .f^:. ''f`i .d .,''t+>' •'f.0�.t 1.r V rr .f'C'V i r s•.r fm.^:.'��. ,M� rt., OPEN i' F. e +yli"' rr•'i'/ Z• T f M rr h, rs i Ii✓e'Sr ,'/.�t. �F w�• f .f 1 }i .'dr• �F'�tr ^.Y. ¢ "..2a'... q t y.S Y. X. •s.. ..' '• 3 ,7 r,Y c.2+ ..�••r r i"i. •f' !" 7 '•-I { !'• —C^t,'^tr r•'t�r.?:'< .'L•5;.�, i`r•' 9' i::f$,: ✓. ori, • '�d._ y / r n �1 �'.• 'f X .�• 'iz s 1 x'u' r illi :s '? z `.i• w.! 5 ,y.:g t' { J- •Y' r/r � 1 h l S r[..•7ii' �w. �. .$•r >.3�' .i. �, .g•.•' .rf f!ri f f '(. '•Y`:. f.�'' a�r3f � f Indra r 1 r� iF�„d:•,::F a 3. ,,,' r.,N.. S - '•sr 'n"kiY1: .J.r i.q;•'•"?•^ C Y •'..1 �' i.Y' .f •.�k 5 '✓,Y•' fSF:•;'ii 'e'•' T { S, y ?FF �l✓7'/../ t f �. 1a,r•, it' , n r n . . r L 11 k ..,.,r .+. ..:, ,., ... :... .. . .. . . ,: .•< ., �( t�° ,',fir �. d •a• <r Y.:r • �� L.r fi. } •Y"}c c c Ori,: r, �:� Imo.. � i{•` rati d,. '4; 'Y F •SIn r�> sir .� ,.'', r •7r L S+ �. 3RD FLOOR 3RDFLOOR qN 4 vF •a $� F "k ••r:. � rrff Y. i .•t. Ssr'• i. S ,•�,, '.r 54.00' G D ( �.., ,�... •�h .'�:'"r Ipr 45.00' NGVD d k. "1• i ,>C I, r• .F f /. i:•" :�. n 5 '.fro.. ,./„ +c?r ��V iv' hwn' •l• Y}:9 '. Sr 1..v „�.n.�' 3 rr. \ 1iF�: "5i T 5 >��' Y� •.fiv,i ra .a ...d',£rx•,.,.,�' a-., ,.t.•jrr.,1-�. .•�:'.kes>t un. '1 i .. .. ..... ..,. :,.n Y,r ., ;Y,�r9�ti:r• ,•✓•, v ,f_/r. m•cY i."� rL \ o 4 FIXIED GL I I _ _ — �. N / r II , jj ✓ Ms. r# St: \ F i / : ^fr, }V, "S.s X •✓' d, 1 d / T 4•Y..ry r ffQ , .",t iri O = :p' s`y t,�f. 1't,7 5r.1 ~7 i 3 • s1.;,d,•°'i ,�k T'& F.:h 1 e w,r a .pc; his 7F{:. <' tgxtsi :t r > .r ;< I s. ;+: t Y` r y £.' r 3aF "}. ,..�r, 9,. o :a„y °t:✓ht W/'r 'S�}`rr ,r,' ;ay rr t I it i . ''. ,#'a,y •. 2i�',e r,ti t .i :'r,r i )a"r a "k'r n`7f. .:s•}��'Y'? X 0 ;nT,?i;k:i;YY,, I x.n,'ii}' Vin• }. _ I I / v::k• i f ',r r.r•: 4 X {. /�' rw.y,t..r:• .�•.,(, vs�: BM. BOTTOM BM. BOTTOM %a yz f. -.� �, ��;,� �•�:F�sy��... •x , {+ �� :�.,.�; _ \ � ��5"5t c^ f , ,�.. G•i�.l.'< I :`f'r�k :}I� �..N � f.a�h�' 7. ( y �51:/.DW 3{/ Y•,:'' r. .r; I .;s;'"_jlv;r ; ,r�1�' ,�'', .L (/ .3 •�"i ;$:"�y 43.17' NGVD� 43.17' NGVD I I f ry k; ,r�'�,,,r . �- �� ,r! i; � Y ) .>!., I F '�•- i7.. �}�` :`.<. {L.Y F i-1• x: ''F F O .?y r 'r w xn Y t x.- 1 •.:✓^'.l ,•`4'�'?r r {,✓ G-Y 9sI'1 t''e I I F r !” .v�•, F I I F F Fk'e- ,i I. .p.r -7r .{'ii ,y.,vs;s:;,..r:I:r�",•r}':,''a%. s�s./y". }rr f ar t�.. �':� •' j 07 r �_F. a »„sr; .n ri .r yq n. / '•s" v,t; aa,'•r:?1' >,wy t; s, 67 r� COUNTER x i.S�f i Sri,, ft'd,r ,PY. r, 'i;;. -, x y a 2x >! i a;>s ✓�.t 3v. ,:5'4.i"�'f '•3 r e, r�8 r.�. I i TU>< t f e✓v. } r,�.r r(a"'f- ` •7 s .,r 1 f r i �, :k 'a, rE rf f rE' .l F (IA 1 I ,r.fe "lt,Fs `i. s �.; `pt('/:rl � i ?4�r: %s'+, '` ;• {.. {. ,i, ^,%�.,.a (� u3'.:7 � >F3 }. r._ A'. +ax,. ��:E, r� .4,r:.: ai'"rt•,c+•.r,f.^.i.A? f l'ri";r;5', S •}1�� J�. Z (,, •b: fi it C.•ki. I I Y ! /{'� s`.. a•yi�r 'faa.+r E '},f:` f. '•�,F. +i4ln s#h.1�.y,yh': 1i'xyry'•n..y a ;E:gSS fe,i, '�� i �:l q,.9S r: �,,r I I i !'ti F• - � Lo C) pr ,.�' r,rr•f ta:. c .Y•.#. J `� i ,hwa i I .' •.%.:r. 'as 3�'r�rita^r• i „ t. :•r/ �; 3r1 k�? �( k 2ND FLOOR i'e. I ' •� l x ,r•. .:r�:<• i,f• , :� r� �, „� 3. I I r � :lzrye,- �,�• � _ s r•:�.��•,. •=°k 2ND FLOOR � °Y<Sfiarr,r,'r,.,.2`x.,:,^.r:;-r,A;rr...kp`r.,..4, .•{?kµ'. .•.,r.�,.r.r.!; rEr;:x:,./y-<. S ,ti''.�.,Y%:tYF\/F.'.'`d GVD36.00' N \ I I I �Oy�f?y A}•,r�.lEV:':,�AN i''.:r l�E:ir < ., ( I FLOOR I k..:,�.r,r' Y.�r'ks�'19.� •Z�o?) ;# 36.00' NGVDri .... t� S, :" A S/ ?f a a•,S.:f $)' i II — -- 23 1/2” CONCRETE AND STUCCO II I 23 1/2" CONCRETE AND STUCCO LoLo / I WHITE STUCCO qN I I ; OUTFALL TO GRADE OUTFALL TO GRADE �,I C.M.U. (TYP 4 LOC.) (TYP 4 LOC.) o / I I o�• • �, I Q II Q ✓/KEY—PAD DUMBWAITER III OPEN I I I I I m_ iTEABLE i FRAMELESS DOM // I I i I i I OPENC�A67 ROLL—UP II SES\C\/\2 III I I II CAR PORT DOOR 26.75 NGVD II STUCCO ON 8" CMU--\1ST FLOOR 1ST FLOOR I �C.j,�f���rv}.s1 r�3�Y:rrN jtti�?7�.:¢yrti'day'yrl'iw�v 7 A9�Fr,,af tF,:,ti:✓rk{rt +.•d'J! ors��,ihai/�sr.:g.�N���,..,rGR a1�f3`r� ;v{Es 1 ST FLOORGD, BM. BOTTOM 27.00' NGVD NGVD� �. r2 .00' NGVD '.i ,:r f✓ ...:ij/.. r?�z.`` � r `fi'�.. I f'• m { .Y 16 CONCRETE BEAM — WHITE ----- -- �� F -- - - - - - - T. T _. .� _..- -1 F— F - - - - - _ _— , R.D. I �M. BOTTOM Q 4.0o NGVD I I 25.00' NGVD) II R.D. BM. BOTTOM GRADE I GRADE BM BOTT M LTf I I I I I I I I I � i NGVD OPEN i � o I I I I I I I I I I I I I 30'_0„ I I I r I I I I BM. BOTTOM � �`f > ,4 7 k�ryty E I I B I I I I I I I I I 16.50' NGVD �,;i y: �' ; r X Y t. °y7 s ?' �, ✓� STORAGE w� 18.00' NGVD III 3 III I I I r III I I I I I f •, .� .: . r,dr"., .ty, ._.., .,£:. , a '�i . .-~".:;�r� ..;� .,:.: ,.•.�: _ ■� I I I I I I I III I I III u I I I I I I I I I III I I - 12x20 CONCRETE BEAM 16.20' NGVD WAVE CREST I I I I I I I I I I I I I I I OPEN I I I I I I i t I I I I BM. BOTTOM WAVE CREST RY I I I I I I I I I I I i I I I I I I I 16.33' NGVD 16.20' NGVD i t I I III I I I I � CL PILINIG I CL PILING I I I CL PILINb I CL PILING I I i t I I I I I I I I I I I I L L L L t� CONCRETE PILINGS TO --10.00' NGVD (;TYP) CONCRETE PILINGS TO —10.00' NGVD (TYP) m �Aftst ElevatNon B south Elevation 9.00 NGVD 8.00' NGVb JSCALE q n i „ 1/4” = I''"' SCALE 1/4 = 1'-0" RECEiVED a APPROvcD r�LAN AS rF:RMIT ri D ICY OFFICE OF r E,ACHES AND COASTAL SYSTI'?MS MAf? Q 9 �pO j FLORIDA DEPT'.OF Q� OFF/�E pF'8 �NVIIiONN1f-N 1'AL rROTECTION UC"r1O:': AN A:�NY OTITER AUTITORIZED COAS-rk S'S���S m ApPRovcn CONS 1 R �(V1$ AcrIVrow IT1'SraUs r co vjpj,y \A11T l ALL.CONDI r1oNs aFTt1E pgR�IIT.CONSTRUC-TION AND AC'r1V1'1'ICS ARC STRICTLY I In91TF.D TO TI10S7 T3OTTI SI-IoWN ON THE APPROVED PLANS T AND LiST'ED IN T11E PROJECT D%$CtZIP'i'ION.THIS T'ERMIT � TS TSSUF UI2. UANT'TO CI 16L .S.,AND OTHER PERMITS MAY QU RED. cc ED E PERS IT No. 0 w r _ www DEPARTMENT OF ENVIRONMENTAL PROTECTION l i STATEMENTS: ca A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH �•: THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA „> ADMINISTRATIVE CODE. Q B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE 0 WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR � BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES PER HOUR. �' r B A A "t& 3 CHIMNEY--\ 3 8 CHIMNEY OVERFLOW 1"4 P.V.C. (TYP 4 LOC.) OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) C) c\j ROOF 54.00' NOF 54.00* NG�D - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - NGVD - - - - - - - - - - - - -- - - - - - - - - t;Ia FIXEDw x. F ROOF DRAIN OPEN ]F 7'-O"x5'-O" PGT OX BM, BOTTOM 3"0 LERIOR ABOVE F OPEN 51.67 NGVD Agi jr q 'a ROLLER ­yp 1�'K 4 GL 71A� 7' vr:. ';,W.'a, Y. 0.. 1. F u 3RD FLOOR 3RD FLOOR 45. 0' NGVD 14 r R A M FIXED x R7 L _JL JI • ,Jf 0 d 45,00' NGV 5, i D GLASS F e rA I. 7 ri '5 �. .... BM. BOTTOM POT OXO 2 1/2"xg 1/4" W" vr. q, 5, 3, ­v HOR. ROLLER 43.00' NGVD g, 71, Yr f Y• h2ND _21NIn, v FLOOR 2ND FLOOR v 36.00'1 NGVD L AL - - - - - - - - - - -J L _J /36.00' NGVD r Ll* CIO) OPEN 12%12" CONC. BEAM 12"x12" CONIC. BEAM BREEZEWAY me A, T 12"xl2p) BM. me FIXED BM. BOTTOM CONC. COL. 4.00' NGVD E /G GLASS 35.00' NGVD o PGT 12%12" CONIC. COL. II U) SL. GL. DR. TOP OF 11 II DUNE CAR PORT II OPEN VARIES ST LOCO ON 8" CMU 26�75' NOVID Y 0 1 ST FLOOR IST FlOOR 1ST FLOOR NCRETE WALL FI FLUSH GD. BM. HIGH OPEN S PT (T�:)) W q6NCRETE FRAME [27.00'1 NGVD 6 7.00' NGVD BOTTOM =.00r NGVD L------- L------------__________-____- ------- WHITE STUCCO 12x16 CONCRETE BEAM-WHITE o ON CMU 'R.D. 0 Lo BM. BOTTOM OPEN 25.42' NGVD BM. BOTTOM r_� . ........................... 00' NGVD I WHITE c I r) 0 1 1 GD. BM. BOTTOM z son 25.67' NGVD 25,67' NGVD 0 0 X 0 0 00 cr_l /-R.D. Lli uj 2: 0 OPEN BM. BOTTOM ck� 24.00 NGVD I I m E L FF-- 11 co cc Lli 0 C) STORAGE BM. BOTTOM 18.00' D BM. BOTTOM E_ 16.67' NGVD 19.50 NGVD 12X20 CONCRETE BEAM CIA 0 3 16-20' NGVD WAVE CREST 4 1 N\ BM, BOTTOM BM. BOTTOM �WAVE CREST Lo I (D �WAVE CREST 16.3,3' NGVD 1 16.20' NGVD 16.20' NGVD 16-20' NGVD 0 E= I WOMEN LL 00 co 0� w 3 Lo BM. BOTTOM .17' NGVD A 12.17' NGVD co I II III 3 11 III I III ±9.50' '%`—EXISTIING DUNE TO REMAIN L-L MMINOR INOR NGVD 30,-0" 8.00' NGVD I--T m L-i I I • CONCRETE PILINGS TO -10.00' NGVD (TYP) APPROVED PLAN AS PERimiTTED r. CONCRETE PILINGS TO -10.00' NG`VD (TYP) BY OFFICE OF BEACH ES AND COASTAL SYSTEMS FLORIDADEPT.OF SCALE 1/4" l'-O" ENVIRONMENTALPROTECTION B North Elevation A East Elevation 4 NOTE: SHADED AREAS ON ELEVATIONS AND SECTIONS INDICATE COLOR TO BE SELECTED APPfZON7EI)CONSTRUCTION AND ANY OTHER ATMIORTZED > �.4�SCALE 1/4" l'-O" ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE s ARE STRI CTLY F F F PERMIT.CONSTRUcnON ANY)ACTIvrric C) LIMITEDTO TfIOSE BOTH SHOWN ON TIIE APPROVEDPLANS Tins PERMIT AND LISTED IN TILE PROJECT DESCRIPTION. IS ISSUE[) SU kNT TO t1.�61,F.S.,AND OTI-I 'R PERMITS MAY RECEIVED 00 HORIZ. CONT LF .YIUEV51uliltE,D. cc J/ 0,9 200, TE PERMITNO. F OFF/CE OF 136ACHES Tom L — E 4 & COASTAL SYSTSA,, E F Lu ALUM. RAIL PAINT > F WHITE 3x 10 HORIZ. CONT cv 4"x10" NATURAL FINISH 00 OPEN F F 0 LAM. W_QOD BEAM -2x4 P.T. c\l NATURAL FINISH 1/2" CDX 12" COLUMN G.W.B.-WHITE 3x`10 HORIZ. CONT BOTH SIDES /7 PLASTER G.W.B.-WHITE STUCCO7/ POT COUNTER 36" A.F.F. OxO` OPEN STUDS924" O.C. SHELVES WHERE OWNER 2-2x4 P,T. DIRECTS DEPARTMENT OF ENVIRONMENTAL PROTECTION ELEVATION 3 EQUAL PARIS OF GL. 26.75 NGVD C. Living Rm Glass Wall- DOORS IN WOOD FRAMES SLOPE TO STATEMENTS: DRAIN FROM 4, SCALE 1/4" l'-O" 27.00" X, -33.007, FLORIDA A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B ADMINISTRATIVE CODE. 41OWN WEEP P, B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN SEE PLAN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 0 BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE TOE SPACE CONT, qi WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 U) MILES PER HOUR. Dining Rm - West Elevation E Rail Section C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR SCALE 1/2)) 17-0$o 4 SCALE 1" l'-O" USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES �_BM�- BOTTQM B B TTOM M_ TTOM 111 III 1 34.00 AfMGVC PER HOUR. 3/4" CDX- MIN, SLOPE 1/4"/FT. A 2x10 ROOF RAFTERS 3 ROOF DRAINS (TYP) 3 @ 24" O.C. (TYP) RIGID INSULATION ABOVE 10"INSULATION BATTS 3/4" CDX MIN. SLOPE 1/4"/FT. N 3'-0" EXPOSED BEAM CEILING 67'-6" ABOVE G.W.B. CLGS. RIDGE ROOF DRAINS_ (TYP) 3/4" PLYWOOD 8D@6" O.C. EDGE 12" _ Q 8'-6" 18'`0" 6'-1q" 13'-3" 13'-3" 7'-0" L O.C. ON 2x10@24" CTRS ROOF 4. 5 8 PLYWOOD 2x10 P."r. RECESS LT. 5/8' T-1-II ROUGH SAWN FIR PLYWOOD N (LED 5/8" PLYWOOD ROOF `. (EATING ON 2x10@24" CTRS ROOF 54.00' TOP OF RAFTERS Lm NGV / FACE DOWN @ PORCH. , LIVING & MBR CEILINGS NGVD Fl � 2x10 @ 24" O.C. 0 2x10 @ 1.4" O. :.. S,. F, 1/2„ EXT GWB OR STUCCO WD. BM. (TYP) I WD. BM. (TYP) a � � .�nR 2x10 EXPOSED @ 24" CTRS ' >i _� G LAM. WD. BM. BOTTOM T LAM. WD. BM. BOTTOM 43.17' NGVD � ' LAM. WD. BM. BOTTOM 52.17 NGVD , - y � _� � . 7 43.17 NGVD ��,�� �r� .�. = 1/2' GWB BALC. GWB ON 2x6@83" 'w `c f - GWB ON 2x6@16 ' G N CTRS W/t3" R--'19 rpt 4) Q.C. W R-19 ...:� �si� "�rv"�' ,�" , ,��� F�: � WOOD INSULATION ';r;,f.} : `.< t � MBR LUCY M.G. , . 's, 1 :� A Jais r G L F �1a �� INSULATION � • COLUMN IL 2-2x6 MBR I ra.a t'a x� ' 2 1/2"x9 1/4" (TYP) BLOCKING /7-3RD FLOOR BOOK ' ` S.V.P. HURRICANE 4x10 @ 24 b.C. 3RD FLOOR 45.0 NGV CARPET ON 3/4 SHVS. �;, T E2 DOWN] SDE r . MULLION 2x1 O@16" O.C. HARDWD ON 3/4" PLYWOOD }: 45.00' NGVD � PLYWOOD w ® T STUCCO w ` PIAN FOR � o� LOCATIONS ^ ® ® WHI E S GL 0 4x10@24" I GWB ON 2x6@83" LAM. WD. BM. BOTTOM 43.17' NGVD 2x10@16" O.C. W/H 2.5 CTRS LAM. WD. BM. BOTT(DM CLIP EA. JOIST TYP. LAM. WD. BM. BOTTOM 43.17' NGVD I p CTRS W/6" R-'19 GL b 43.17' NGVD DINING HALL INSULATION LIVING I 2 1/2"x9 1/4" (TYP) cv 3 _ 6x6 WOOD COLUMN P.T. 5/4"x6" _ S.V.P. HURRICANE HAND a co 00 WOOD N LIVING PPR. FAMILY 1/2" PLYWOOID 8D@4 -�� r MULLION RAIL I I - COLUMN " I GL °Q BLOCKING O.C. EDGE 12'. Q.C. N t; I - - - � PT 5 4x6 �,. N PORCELAIN TILE THINSET ON / a:' :%r y:; su, 2ND FLOOR 2ND FLOOR BLOCKING W/ H4 T I 4x10 P.T. I T 3/4" PLYWOOD 2x10 P>ORCELAN TILE 7HINSET ON 3 4" PLYWOOD '��.. c° PORCELAN TIE (INSET ON 3/4" I �p 2x10@12" O.C. 1. 36.00' NGVD 36.00' NGVD PLYWOOD EACH SIDE \ `" N N ,`, �, is ;,t:-_':: L>A C)\ �r f I WOOD CONSTRUCTION 0 12x12 GL 10'-6"x8'-0' GL II EXT. GWB SOFAIT ON 12x12 OPEN I I R.D. I o CONCRETE FRAME R.C.B. 4�4 OXO 1 2x1q@16' CTRS R.C.B. - 3#5 7&B SL.GL.DR. E 12"x12' ( EXT. G.W.B. OR STUCCO GLASS 8' CMU #5@8" O.C. EXT. G.W.B. 2x10@16" O.C. W/H 2.5 3#5 T&B 2x4 II FILL ALL CELS CLIP EA. JOIST TYP. 4x10 P.T. @ EQ CTRS CONT. #3 12x12 3 CONC, BM. PT 2x8 N 1/�"� — CONT. #3 12"x12" CONC. BM. � � TIES @ 12" 12xl2CONC. BOLT @ : 4" b.IC. TIES @ 12" I LANDING @ I W CONC � O.C. COLUMN / TYPE4PLOCTER 4"x12" 18x16 CONC BEAM 12"x12" CONC. BM. O.C. 29'-9.75 I 5@8" O.C. 8" CMU SHEARWALL ( ) PORCH SLAB BREEZWAY RAIL 3'-( A.F.,F. PORCH 00 NGVD I I DOWELS IST FLR. TO 2ND 3#5 T&B # TIES •It•r -co (TYP) RAIL SLOPES TYP GL GL GL (TYP) I FLR. SEE PLAN FOR 12x12 CONCRETE oo,� FROM EL. I I I STORAGE REINFORCEMENT COLUMN 1 @12" O.C. 27.00 TO I COLUMN STUCCO ON �- „ ONES 6 CONC. SLAB 26x20 CONC. CAR PORT 26.75 NGVD 1ST FLOOR `� EL. 26.75 1 ST FLOOR I ` I I 1 ST FLOOR 1 ST FLOOR ._ 8" CMU - ; ` ; >' I VOID STORAGE N .,,. #4@8" E.W. T&B BEAM 5#5 T&B #3 GD. BM. TOP 27.00' NGVp �, (TYP) 00 27.00' NGVD y I 27.00' NGVD SLOPE 3" 27.00' NGVD LO �,. - - - , - _ - - - - � �� I — — TIES@12" O.C. - i SLOPE FLOOR c� _ _ \ ,. - - - _._. - - 3 TO 26.75 NGVD ,s4 12 CONC WALL �� _ - - � � � � � _ � _ - - - - - � I 1 12x12 �. I - - �=+ WASTE LINE � F \ 12x 6 CC�N�. I / 12x12 CONC. COLUMN SQUARE 8" CMU EE 4@12" EW EF �';. � ROOF DRAIN NORTH I �_ , 25.42 NGVD 3 / \ / \ / \ / ��- m I L> .YI 25.00 NGVD GD. BM. BOTTOM L BM I CONC. COL REINF. ?,� 1�•.,� / STORAGE ACCESS DR. _ 4#6 VERT. #3 VOID I ., VOID �. I 0 �� I 18x16 CONC 12x12 / \ / \ / \ JOB-BUILT PLYIWOOD "0') II STORAGE 2 °O CONC. RAIL TOP HINGED PAsINT RAIL I In TIES@12" O.C. 12x12 :.f �� I I GRADE BEAM 24x20 I I BEAM 3#5 T&B TO MATCH STUCCO o° n COLUMN I— :;'` I I 5#5 EA WAY T&B #3 I I #3 TIES @12" COLUMN �� \ / BEACH GEAR @j I _ STORAGE - °1 I' I I I TIES @12" O.C. 1 1 1 • :� ,�5/�.x6 ._. � - - ...._ I OUTFALL TO SPLASH I 5/4"x6" P.T. CQ •�� 20x24 CONC. �- I .� DECKING SPACED �, STORAGE Q; BEAM 5#5 T&B #3 I I BLOCK @NORTH I I ...■ STORAGE TO DRAIN ON IQ ,ECkfIN� - �c1{O yt , 18.00 NGVD N N I' I I I I 2x10 P.T. @ 16" 18.00 NGVD` TIES@12" O.C. WALL GRADE r� 00 12x20 I I BOTTOM OF SLOPING CONC. _ _ ' I I ( _ GRADE BEAM AT TOP 1 16.20' WAVE CREST BEAM J � SHOWER HEAD PVC PIPING PIPING-CONTROL � I- I OF EXISTING DUNE TO � � - �� �- - •� 12x20 12x 16 T C I I 24x 16 CONC. STIR. I I REMAIN I WAVE CREST WAVE CREST FALSE COLUMN WAVE CREST CONC. CONC. 3 ON WEST FACE OF FALSE COLUMN I I 3#5 T&B #3 TIES 1 � I .O 16.20' NGVD (PENDANT) 16.20' NGVD I I 1 16.20' NGVD BEAM BEAM 12x20 CONC. BEAM I I 24 O.C. I I 24x16 CONC. STIR. I I 1 1 BM. BOTTOM 3#5 T&B #3 TIES 4#9 T&B #3 TIES I I GRADE BEAM 24x201 #'T I I 1 �i @8" O.C. 16.33' NGVD 24' O.C. op 12"x12' R.C. COL. 11 T&B #3 TIES @12" I I I I I I •+ +1 PILING 18 ^q I L PILING 8 _O L PILING 1 1 -4 I I CL PILING 11 14 -8 I PILING 7'-0" 1 4f#6 VERTICAL �3 TIES@12' -J I - - - — -- � O.C. I I I I GRADE BEAM 24x20 EXISTING DUNE TO REMAIN I I I I 5#5 5 T&B 3 TIES �! # I AI'Pf20VF:D PLAN AS PER11I'I"TED +9.00' ¢ ¢ I I @12" O.C. I I I i By or qCE Or BEACIIES m NGVD 9.00' NGVD I I I I I I I I I AND COASTAL SYSI FLORIDA DEPT.O[,luls I I 1 1 1 III 1 I ENVIRONMENTAL PROTECTION I I PILE CAP 1$x18x18 I I PILE CAF' 18x11 x18 I I 8.00' NGVD 18x 16x 18 CONC API-ROVED CONSTRUCTION AND ANY OTIrER AIJTTIORi/ED I I I I I I I I I I I I I I I ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PILE CAP L 1 l'-6" 17'-6" I I I I I PI;i7�11T.CONSTRUCTION AND ACT'I'VITIES ARE STRICTLY w... I ICLI I 17' 6" I L I I I I I LIMIT FDTO THOSE ROTI•(SHOWN ON THE APPROVED PLANS 1 I I I I I I I I AND LI5'I I d IN THE PROJECT DESCRIPTION.THIS PERMIT Q IS ISSUED PURSUANT TOC 161, s.,AND OTHER PERMITS MAY SE'R� D. f I I I I I I I I I I i I I I I � B . I . I A I I . I I � I � 1 1 � � � ?.� 3 wED DA >, PER T No. _ -10.00' I I 12"GAUGER CAST �� I I I I I I I I I I 1 I 12"GAUGER CAST ��I I > NGVD I �R CONC. PILES 4#6 I I I 19 CONC. REQU RED 4#6 I i L 1 L 1 -10.00' NGVD REC ED C9 (�A North-South Section LookingWest B East-West Section Lookin South 0 ), , „ MA SCALE 1/4 � 1 -0 3 SCALE 1/4" = 1'-0" opp/ C)pR � 9 ZOO( m COAST BE'gCkES U" AL SysrMs r- t� L 0 3/4" PLYWOOD EXPOSED TOP OF 2 -2x6 2x10 1"x6" T&G "V" GROOVE HURRICANE SLAB TOP SLOPES FROM 27.00' TO CONCRET 5 4"x6" P.T. CLIP H3 26.75' �••• / BLOCKING S.Y.P. SCREWED &GLUED ,v, 2x'10 = DECKING FLUSH CONT. TO WD. BMS. 2x10 P.T. 2x 10 P.T. a �"i W/GONG. BEAM ` FLOOR JOIST I BLOCKING #4@8" O.C. TOP & BOT. JOIST 4 2-2x10 4x1O@24" Q.G. _ I. I SPACE DECKING 3 1/8" S.Y.P. - #4@12" O.C_ TOP & BOT. 1 8" APART TO 3x4 P.T. • u • / 5 1/2== 3 1/$" o � 1/2" A.B.@24" STAGGERED LEDGER I' I DRAIN (TYP) _ 2x10 P.T. DEPARTMENT OF ENVIRONMENTAL PROTECTION — CONT. / 11 3/4" Q 1/2" GWB EXT. ` - L ST. STEEL A.B. LO _j-J 2x10 P.T. = COLUMN �I " W/S.S. WASHER BLOCKING CONCEALED o r . M STATEMENTS: HURRICANE CLIP p� BETWEEN 40 .I 1/2" GWB �4 . . 12"x16" CONC. JOISTS STUCCO - - THRU BOLT EXT. — IFA. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH BM.-SEE DRIP 4 v STRUCTURAL THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA L 3 1/8%12" LAM. e ADMINISTRATIVE CODE. SYP BM. 3 1/8"x11 3/4" TO P.T.--EXPOSED BEAR ON 2 1/2"x5 1/2" 1 , WOOD COLUMN NAIL TO 6x6 WITH 1oa _ 1' o" 1' o" B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 4 6x6 ALT 6x10FF @ 6" O.C. ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS O 0 NOCHED FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE _ LAM BMs WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR. C Conc. Bm. Detail D Wood Bm. Detail E Conc. Bm. Detail F Slab Detai RIGID INSULATION 5/8" T-1-II FACE DOWN C A r 2 3 C� 67'-6" N CONT WOOD BLOCKINGLT 6'-6" 6 10'-5" 5'-8" 10'-5" 8 6'-4" 6 18'-0" viv 6 8'-0" 3 �0„ L �1 4'-0" 2'--6" � [E:F- J 1 I I O LTS BATT INSULATION 2x6 STUD WALL R.D. BATT INSULATION 2x6 STUD WALL NOTE 1 a SHEET 1 II II II II I �---FLUE II II II E F N R. - - _ _ - - I I I I _ — _ _ _ (�P) _ _ 1L _ —IL _ JI_ 1L� _IL — �I_ _ 11 _IL _ ._. _._.. — I Z3 2 - I I i I cLA�s I 710 0 I� yxTm MARY LUCY � I 11 AB&E 8" II II II II Il -1�-- �Il II 61LUMN 4a B I II CM01 III II II E IIS II II SII E II II rB � 3 I E E II II II I UNG BE OW I II II A ( 3 r \ PH. A PH. II II t111,11 II II II II I I I I I I I C. F. I I I1 3x 1 11 NOTE 1 I 14- C. F. TOWEL C. F. 11 II BTS, 2.5"P R U HUR (CANE SHEET 1 18R 6"=9 0' �1 II II II MUL ION �_ TYP BAR AT - II II In 1 11 I I II II II �I II (TYP) rN I�- PLASTIC I II II II II II II II II II \ BATFI. �+ 4 C„ II II II \\ I KY DOOR 10 II II it II II D� II II II I Q E a0 II II II II I II II II II A Z \ --- 4'-0" 1 P / I II E II II II DN I E II II II 11 E II II 8 --2 \ F �m HORIZONTAL I e, ROLLER I II II II II II II II I it II II CLG RH H R RH H OPE ABO RAIL DESK ! \ 6-'J 6'-8" 9 ON - -6"x �� _ 2'�6"x - - - rE) - - - - - - � OPAQUE `"�--- 4" STUDS � 6" STUDS FOR �� 4" STUDS f 4 TOP OF WALL I Q PLAMING RH \ ` CONTINUOUS BOOK CASE BELOW H ! T� L- TO LIVING RM 1 2 5HV5 X35 LINEAR FEET CD LT. TRACK RECESSED IN CLG. TYP 3'-0" 3'-5" 4'-0" 3'-5" v vv v L08' 2" I 7'-2" LDY THERM. CAB. 0 3D" A.F. . W/1 7 OPEN SHV H �+ry CD ----� r CLG CLG CHUTE INTER IDIATE SHV. ADJ. HT. RH 1/2„ GWB ON 1x4 - '�8° H U `.�' 6 - 8" i � _ 5 � 5 Y _ - - ..- .- .- PU�ING PAINT 2 L----� H RH �'�. I I ----- --- RFI # � II� � TII Q I I 2 I I — -- — - I I I I I I I I I I WHITE (TYP) L__-- F � �., / WP RH / RETRACTIBLE I A II I II` MOR LADDER'-' i 2 - 0"x T T I II II II II — II II II III II Ta II '-8" co NY ' II II II II II II ST. L 1.5 x1.5x I I ROOF M I ---_---_ __ II II II II C• F. II II II II Q bEeK 0.25 6 -o x - C. F. -- 2 SHV \II 1� II II II II II II N 1 4 PH. 1 1 LINEN --- �- o> Essl>uc -- II II II II II II 2 3/g„ / 6" STUDS D 9T@1 1.1"=8'-4" 3'-0" CLEAR _ CT FROSTED - _ _ SW NG A� WAL SCO C E OPAQUE ori:: II I II II II 0 o SETON A GLASS ' -�� II W�' WITCFI FI URE II 11 lI it II 11 11 11 II II II L R.D- __ _- _NG I-t - T. - - - - - T I _ _ IL � __JI� _ 1L _ _ IL _ JI— _ _ lL _ J — 2x 10 P."f. OPENSKY RISERS �; BO I IG.T�. WP RH -- _ 12'x12 - - - - - - - - ...- _ �. - -�� -•.-. � _ _ 1J- �I— � IT — IT � �I �TI. T. � Ir — - - - - - - - ---- II _ 12,--0„x _ .,CONC, BM. 6 _ BATH. 3 �� S S -- II H. 11 II II II II II PH. II w 1/2 GWB ON11 ' 0 EXH@SOFFIT BATT INSULATION 2x6 STUD WALL 7 OPEN SHVS BATT INSULATION 2x6 STUD WALL __ FURRING ADJ. HT. 29 6„ 8 -0 >,„',n I .ry , .� I' Pi T,.,�.,..rrrl7 • � 2 � g'-6' 19'-6” 4'-0 LIGHT - -- �N REMOVABLE HAND HELD SHOVER HEAD ON HOSE 3'-4” A.F.F- I •_{> =� BOX _. _ H _ - - -� G NE)CO -S , .,� ;. 1Is � A 3rd Floor 45.00 NGVD - 1,578 SF A/C A AREA TOTAL ONMENTAL PRO'I ECTION ">Q 3'-0„x6,-6, 1 I ill ... - „ 3 O1 ST UCTIOIYAND ANY OT[Ii U ca DOOR / 1 ��i RECESED TRAC LIGHT 2 SCALE 1/4 = 1 -0' 3639 1 �[.', 5T OMPLY WITH A4L COND['I t(7 .ti I'F.IV.11T.CO CI'IONANDACCIVITIGSAFiFSi? LOWER/TREAD - I CEILING ,,, I� I / I I,1191`S('.[D'1'OTHOSE$OTH�S'IIOWNOti It1R.AP1 r�(1\'IBJ' ti AN[) LISTED IN THE PROJECT DESCRIP'T'ION.THIS ill. . . ."r � BUILT PLYWOOID i ��� Iii A IS ISSUED P UANT TO CF 161,F.S.,ANTI OTHER PF RIM oOR ACCESS 70 I i ���-=- ,-i ?j ritA�x U ED. Ca CLOSET 1 i E Track Light Detail 67'-6” 3 T C PE Nwr NO. i SCALE 3 1 0' 6 18'-0" 8'-0" \ I I „ , „ 4„ 4„ 8„ 6„ 6„ YER I � 6'-6' 14,--4" 4'--10" 6'--8" 6'--4" \ I I Iry 4'-0" 2'-6" � EXH FAN DOWN MIRROR BY R.D. IN FLOOR � 3'-0" 12'-0" 3'--0" 3'-0" 5'-0" CLEAR\LASS 1 i BATT INSULATION 2x6 STUD WALL TO 50FIT WNER - - - T J - BATT INSULATION 2x6. STUD WALL = 10 PORCELAIN\TILE I NOTE 1 .}+ \\ 1 i VOID SHVS-� � - I V i SHEET 1 Q R.D. BATH. 2 i (TYP) W W PH. \ I - - - _.. � - - - - - - - - � - 4 4 qV.. ° ' ..V - p 'd ..° a• �• '4• - 4•' 4•� .•� .�. r .. 4. ° 12" DEEP BOOK_SHELVES ABOVE _ - I ' STEREO TILE _ 24 DEEP BASE CABINETS FOR V W -SPE, S _ GAME STORAGE: OMIT BASE n Q FOR U� —LANDING 6 PUC (TYP) �, � PORCELAIN B H FAMILY � KNEEE SPACE 481u I I I I ( �N @29'-.9.75" NGVD W/SWITCH C'J B �l TILE TREAD 3 MIN 24" WIDE / M I I 1 FIXTURE '� � C. F. BUILT IN TV ST RE(� 'J 7-2x10 � DECORATIVE TILE ( TT��ii I I I I COLUMN C Interior Stairs f T RISER I 30" A/V CAB n I I A C LIV NG DECK STACKED CONTINUOUS - x20= \ 48.1 I I 4" STUD WALL SCALE 1/2 =1 -0 SETTING BED ' _ \ OMIT BASE n D WNSL L4 — m (TYP) CABS FOR M UP o ! NWP KNEE SPACE PORCELAIN 111LES 2ND FLOOR I � 11.1 TREAD DEEP H � H 24 WIDE I 1 1 RTN. � � 1'-0 3/4 ' UTILITY .� 1 u A �a 50LID HARP WOOD SINK 2x4 STUDS (TYP) g4 \ U 3 PH. TREAD 2.5"x12.75 H MA SUPPORTED AT BOTH PH. _ - - 3�0„R� 1 1 - _ - - - .-.. -.. - - - - - - - - - - � ® -- - - - OFF/ R O 9 2001 � ENDS BY NOTCHED _� S'-O' - --- - -- -- --- ----- -- - - - �c [' CE OF b - - - - - - - - __ bm STRINGERS LET INTO I 1 POCKET BOOK POCKET OUT UP - 12"x12" BM. ABOVE (TYP) - T J - - Dqs gr C o ry FRAME WALL OR I1 DOOR SHELVES DOOR l I rAL sysry�s o 1 1/2"x1 1/2"x1/8"x1 CDX PLYWOOD - I IN WALL JP TO .n o T i CABINETS TF TERM. F-AN UP LONG C.M.U. WALL P.T. RISER — w I - � I X _ D er Run Tread I I DESK BY OWNER H RH 6x6 WOOD COLUMN pp H.B. 1 --2" p III LDY CLC. CRACK LIGHT ABOVE I H• . � SCALE 3"=1'--D" D 9CFIUTE CMB CABINET- RH RH - - - - - - - 2 I BY I� - X24, -� - - - - - - � - _ __ - - L - ` OWNER 3 O O _ '� - - - -I_ 0 NOTCHED _ :: 4 - �' -=--• � REF- �--� -r;- - r-r �. -I� --- Ti- �• r-r f NOTE 1 �� LE OIW. I ISHVS T(PR 1 1 1 1 1 1 1 1 1 1 I STRINGERS FM I 0 I GALLEY O O -� I II �! H L I I IC�HINA 1 I I I I I I 11 I SHEET. 1 NVi w-- R DEPARTMENT OF ENVIRONMENTAL PROTECTION 2x1 D P.T. Q I `~' ; , W OLLE IBLEs (TYP) IM riC7>�/VIS, t ICI � I I I I I I I I I I I � � `�'� �'�'��°���•`� h""' 18" O.C. D 4- H f l KITCHEN /GLA I I :; LD LICaHTINC F._. ..,' u D.C. I IL_E 1 I IdOOR 1 1 \1 IDININGI 1 1 I I I I _ r!�e exter;,; Ir:•, . STATEMENTS: I C• F. BAR dtici 12' 11 UTIL. I 3/4,. I III - �, I IdONTIN1l OUS I I I i I I I I :yes not rer :•; tr;� 8'-o"x7' 0' /F 36" PLYWOOD u ¢ I IEIELow l 1 1 I I I I I I I I I ” WINDGW R W W v �:::;: .:. p., _ .,,. ;;;�:�:;� • ,.M . A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH ABOVE 7" u I 3 R/F vI CABS. CABS. L - u- L I IgOUNTI� I I I I I I I I I I I Cus Q �FY � r'`' "e�`It�►. 8tate, �~��ra�"r" ` THE STANDARDS ESTABLISHED IN SECTION 62B-33,007 FLORIDA I �„ SEE I-1 I ' H w I I I I I I G I I CHA EL1ER I I I I -OWME Caurlty r 1El�,I�t c� ower Faun Tread H Str�n ee„�r Detail I .I ELEVATION \ RH \ �� RH _I w I I WHE ti ,f�. ADMINISTRATIVE CODE. A 5 BRIMS PA TRY I i I I I I WN t I I I I I i 70� SICALE 3 "-1 -0 SCALE 3 -1 -0 / I 1 N RH H �I � - -Q• �w 2 SHF. 5 SHVS O 1H Y I I 4 0 d . DUM B3 \ BUILT IN w l I I I I I I I DIRE �s I I I I PI~R; ;, ,;C ABOVE I II II II II II 11 l I I F B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN WAITER RD SEATING 2 -0 �' o" u -J `- r I II II II it 7* ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR ILOCK (TYP) CUSHIONS BY OWNER ' r — ; J ; I — I —�I H• I I I I I� I I i I I I K I BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE __ _ _ _ _ _ _ _ D OF 110 ��_ R.D. � 4 I �, �__--__� _ � --.��==- - - - -- – � � _ .�.� _._. –I� 5 WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEE o o ® – _ _ _ _ _ •� <1 MILES PER HOUR. - I � r D D D �CC)I `� 2'-0" 3'-1" 2'-0" 3'-6" 2'-0" 3'-8,. 4,-0,. 4,-4„ 6,-4., 2,W0„ 13 ^0„ 2'-0" C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR N C.O.@ 3'-4" A.F.F. — J USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN � � ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 10'__6" �'-6" 13' 7" z'-1" 18'-4" 17'-6" CROSS OVER ROOF DRAIN _ BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE BEHIND CABINETS AT FACE e" 6" 6" WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES B 2nd Floor 36.00' NGVD - 1,707 SF.A/C OF WALL - SLOPE TO DRAIN A PER HOUR. F Window Seat 2 SCALE 1/4" � 1'-0" Q2jSCALE 1/2" = 1'-0" A A APR 2 4 2001 N AVERAGE TERAIN ELEV OF BUILDING SITE 20.52 NGVD Cit 1' 0" g" 8" 6" 6" Y Of Atlantic Seach 6'-6 12'-6" 12'�--10" 6'-4» 8'_0" CITY OF ATLANTIC BEACH CODE 35.00' 8uild>in � _ MAXIMUM BUILDING HEIGHT 55.52' NGVD g rDind Zonln T- 4 LANIDING @29'-9.75" NGVD R.D. 3 0 3 -0 CITY OF ATLANTIC A EROSION � OUTFALL B-2 R.D. BEACH SETBACK 3 CONTROL, LINE - 55.33' NGVD I - - - - - - - � - � � � _ COSTAL I TOP OF PARAPET I WP CONSTRUCTION ; 54.00' NGVp f I I 8" CMU _ I ~ CONTROL LINE I B N CMU r B ■ ROOF I A ROLL UP SHEARWALL UNDER c.,� c A A I 45.00' NGVD 3 I 0.1-i.D. STORAGE UP - 3 wIll BEACH 3 RD FLOOR AVENUE I - I - CONTINUOS Wp TO 1 I « I 36.00' NGVD , co a I 2ND FLOOR N NORTH CARPORT SLOPE TO I B CLOSET UP ;I � FLOOR OPEN BELOW 25.7' 27.0 ' N MD I 15 --0'x20'-0" i1, DRAIN TO I NOTE 1 I o NGVD 27.00' NGVD BEACH AVENUE. WATER HEATER IN• ( BELOW 26.00' NGV 1 ST FLOOR - I OVERFLOW PAN I N i I MAIL J F Y - 1'-0" 4'-6" 3' O" 25.00' N�GVI� 16.20' NGVD _ 16.20' NGVD A BOX CIRCUIT A A 6(99"=54" BREAKER E O WAVE CREST �I T WAVE CREST o KEY 3'- "x RAILING 8" ABOVE 1 _ I j PAD B-4 8„ PANEL WP �j II I III III I I N � CMU (rn 6 - 3 CMU TO 2'-4" � _ I 9.00' NGVD f-I' 8.00' NGVD _ ' - _ VOW T • II I (__A�Site Section I I 3 314 MTI - - o PILING PILING PILING PILING — _ 27.00' ;� La 1„ a Q I TR S - S _ o -10.00' NGVD -10.0 ' NGVD SCALE = 20 I A RAI I PO CH E r C - BREE EW Y "�' M.B. W 5 OP 3' _ `"o c,a :, ..: 2'-0" 2'-B"x T DRAIN TO o ¢ -8" 6'-8 8' CM 2635' r. CITY OF ATLANTIC GROUNDS � � I A � � d" BEACH SETBACK LIGHTS-2 FAN EXH. NOTE 1 � LOC. SEE ~`V A TO / BATH. 1 \ 10 WE PS COSTAL I SITE PLAN CARPORT FLOOR EL. \ r CONSTRUCTION EROSION CLG. l 27.17' NGVD JT STUCCO `r"r 3' WIDE ON 2x4 CONTROL LINE CONTROL LINE --- .. I _ � C. F. � ' o CONTINUOS VANITY W.P. C.O. ON TWO STORY FRAME LOT 57, NORTH ATLANTIC~ BEACH, UNIT No.2 N i SLOPE TO - � � � WOOD POST 16" HIGH RESIDENCE #1957 PLOT BOOK 15, PAGE 57, DUVAL COUNTY, FL. I DRAIN TO TYP 2 LOC. BEACH AVENUE. L � ) SOUTH CARPORT _� _ _ - R 2'-0"x FRAME 24' 20' 16' 14' 12 10' 10' 15'-O"x2o'-0" 6'-8" 20'-0" i _ CONTROL �- LOT 58 : A INSIDE DR. CLOSET FLOOR EL, G = TH. TO D _—_ 27.17' NGVD P 2675'26.0' 26.7' FOYER 73'_0, i KEY B.3LINE OF SEAWARD - - N - - - - -�QC� W RD. P ? MOST CONSTRUCTION ':-' o _ R.D. 1'--$" 4'-2" 4" STUCCO FLUSH W/COL. FACE) 27 CSO' •_- OUTFALL 20'--0" 6'--8" 13'-8" 18'-6" $'-O" 1 .11 A LOT 57 25.8' 8" A ■.r.. I LLJ Q , Z PROPTY. LINE i 1 6 • zo'-o" � s11 at s C 1st Floor 27.00 NSVD (LIGHT TRANSMISSION FROM INSIDE O OUTSIDE) OF O/o OR ESS TROUGH THE US,E OF TINTED NGLASS OR INDOW FILM. VALUE STUCCO>� ; z , o APPizovrrD PLAN AS,,..!„ •_ P” APPROVED , �/ AND COAS'I:hu vr,rx•.-,,S o A LOT 56 CITY OF ATLANTIC BEAAH� SCALE 1/4" = 1'-0" NOTE 2. PROVIDE DOWELS, OF SAME SIZE & SPACING IN GRADE BEAMS AS THE VERTICAL REINFORCEMENT IN WALLS AND 1/2" FLORIDA DEI'r.c Know m 26.2 ' 3 15UILDING OFFICE � o1VmENTaLPrio-cl;c't �� COLUMNS. 3 1/2" r R vEn ooNSTlzvcTlorraNn01,u,.- 25.3' o 1 , ANY , ww■ MAY 1 2001 �� C riVITIES MUST COMPLY WITH Ai i PERIIIIT.CONSTRUCT70NAND ACTi��rT1r,:,=,ti};t, ■. LIMITED TO TIIOSEBOTHSIIO� .Nl�)�:•r•w}I? ISTEll IN THE PRO.IEC - - -- 1, Det } F ULD PU I FOUR STORY FRAME p, C A INT To r.S.,ANL. ., �It 1 RESIDENCE #1945 8 S 3 1 SCALE 3 = ' �—It I AppRdVtD CITY OF ATLANTIC BEACH 2 a� I r PLANNING & ZONING OFFICE EVir Site Plan CL PILINGS CL PILINGS CL PILINGS CL PILING`,; CL PILINGS fi�AY �.`b� Z� 14'f8„ g'_0" 18'-0" _ l SCALE 1 = 2O PILE C.O. STUCCO ON 8" 12x D CONC. BEAM 4#9 TOP & co #5 $" O.C. 16.67' CMU (TYP) BQ OM #3 TIESC 9" Q.C. PILE C.0' 9.0' - - c) PILE C.O. 8" CMU #5@8" PILE C.O. 12x20 CONC. ` ' PILE C.O. - 25.75 O.C. FILL ALL 22.5' BEAM 3#5 T&B '`. 18.5' B CELS #3 TIES@12" O.C. .; B 8" CMU j GRADE BEAM 12" REINFORCE ' #5@8" O.C. — 12x12 CONCRETE COLUMN �o 24x20 5#5 T&B CONC. WALL FILL CELS CONT. #3 TIES #4012 O.C. a' @12" O.C. EACH WAY :::� H.B. M o EACH FACE 48" A.E.F. EV-- SURF BOARDS m (D &K-I 4'-6,. 3.-3„ - RACKS r DEPARTMENT OF ENVIRONMENTAL PROTECTION ; ABOVE TiI % f Vt�.. ;, 1 � Tom., MAR a Or STATEMENTS: L �'-fXP, CONC. UEAM 12x16 3#5 T&B #3 TIES TOP-fit. -1-8. - QFp/G,� 24a� _ A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH & COAST -a�AC�'Es EXISTING DUNES 24x16 CONCRETE I 8" CMU _ NOTE: ySTE�S L THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA PAINT WHITE Q d I STRUT 3#5 T&B 5@8,. o I L . o I I # I �••: •,� I I CENTER LINE OF INSET STUUCO ON C.M.U. - PAINT TAN o # C CELS o PILE & COLUMN ADMINISTRATIVE CODE. #3 TIES X24" I O.C. FILL �, DDr B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN rE Inset Panel Detail Q �- ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR �— SCALE 3" = 1'-o" -- EXP. CONC. BEAM 12x16 3#5 T&B #3 TIES- -- - - _ BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE - _ - - - WP SHOWER WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 I I HEAD MILES PER HOUR. BELOW 0 D HEIR 24x2OGRADE C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AN T BEAM 5#5 T&B USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN #3 TIEs�12" O.C. I �� E DEPAR'TI1�IEN 0 f~`°Itr} � rgrfRri ACCORDANCE WITH AN 7•-88, MINIMUM DESIGN LOADS FOR FAN LIGHT - �, I: .� ; ti I I $" CMU "41:''.��RQV�, Lit", OT�.�,,:,... BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE I ,N #5©16" Q.C. o talmao"oval is limited ire h�; ;:`Feria, ;;:;;VSs �� WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES FILL CELS 24x2OGRADE the se ns. This approv l E;c,.r ;,,fi r liGvr-; thePi ted _ _; BEAM 5#5 F�o�Is 5i}ity to ob; p4 r,�„ PER HOUR. - �=r ,.vo � 12x20 CONC. T&B #3 aY he re, ui i L � ;,s'nvaia or p��;Cni;� ,,. . , PLUMBING WASTE I Y RyAerai EL CoUJIt II a LINE B-3 BEAM 3#5 T&B TIES�12" a Y or i0unicip al u I #3 TIESQ12" O.C. O.C. I I , � �. /- NOTE; DO NOT PENETRATE ANY EXTERIOR WALL WITH ANY VENT, BRACKET, `� � f -/ -2mo . 0 4j - - - — -- _ - PRM} � PIPE, CONDUIT, SLOT, WIRE, METER, DRAIN OR ANY OTHER DEVICE OR OPENING di � EXCEPT AS THE ARCHITECT MAY SPECIFICALLY DIRECT. ` #5 8" O.C. STUCCO ON 8'L---' 12x20 CONC. BEAM 4#9 _ F Light Fan Switch (TYP) 13'-8" R.D. OUTFALL 18'_6" CMU (TYP) 16'-10" T&B #3 TIES@8" O.C. ROUTE PLUMBING PIPES, ELECTRIC SERVICE AND OTHER UTILITIES 1 -- UNDERGROUND BELOW GRADE WITHOUT EXCEPTION. PROVIDE TWO SCALE 3 =1 -0 1'-0" 1' -o" 53'-0" 1'-q" ADDITIONAL CONDUITS BELOW GRADE FOR FUTURE UNFORESEEN J N REQUIREMENTS. C A VENT PLUMBING, DRYER, AND BATH EXHAUST THROUGH ROOF. D Storage 6 3 O" 1 SCALE 1/4" = 1'-0" r �,