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Beach Ave 1611 f r GENERAL NOTES: THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED DEMOLITION OF AN EXISTING HOUSE AND THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE- 2004 EDITION, ALL COASTAL CONSTRUCTION REQUIREMENTS OF CHAPTER 628-33.007 OF THE FLORIDA ADMINISTRATIVE CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-B OVER THREE FLOORS ALTHOUGH THE ACTUAL COMPOSTION OF MATERIALS WOULD SUPPORT A TYPE III CLASSIFICATION. SITE INFORMATION: THE BUILDING DESCRIBED HEREIN IS A THREE STORY SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 1611 BEACH AVENUE ON LOTS 3 AND B, NORTH ATLANTIC BEACH-UNIT NO.1 R-C-B-S-CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPT THAT PORTION LYING EASTERLY OF THE EROSION CONTROL LINE. THE PROPERTY IS ZONED "RS-1". THE EXISTING HOUSE IS TO BE REMOVED. THE FRONT YARD SETBACK OF THE NEW HOUSE IS 20', NORTH SIDEYARD IS 5', SOUTH SIDEYARD IS 10+', REARYARD IS APPROXIMATELY 36'. AS DETAILED ON SHEET-2, EXISTING.GRADE HAS BEEN CALCULATED PER ZONING REGULATIONS TO AVERAGE +18.85' NGVD. ALL CLEAN SOIL TO BE CUT FROM EXISTING GRADE DURING CONSTRUCTION WILL BE RETURNED TO THE SITE EASTWARD OF THE COASTAL CONSTRUCTION CONTROL LINE AS DUNE RESTORATION AND RECREATION PER FLORIDA DEP STANDARDS. ADDITIONAL CLEAN FILL WILL BE BROUGHT TO THE SITE FOR THE SAME PURPOSE AND TO INFILL BENEATH THE NEW STRUCTURE. SEE SHEET-1 FOR DETAIL. BY CALCULATION DETAILED ON SHEET-1, TOTAL PROPOSED IMPERVIOUS AREA IS ACCEPTABLE BY ZONING CODE AS 47.37% OF THE TOTAL PROPERTY AREA. STORMWATER TO BE COLLECTED AT ROOF AND PIPED TO A FRENCH DRAIN COLLECTION SYSTEM ALONG NORTHERN SIDEYARD TO BE DETAINED PRIOR TO NATURAL PERCOLATION THROUGH SANDY SOILS. OVERFLOW OF THE FRENCH DRAIN SYSTEM WILL BE DIRECTED TO THE STREET. SITE SURFACE DRAINAGE WILL GENERALLY NOT CHANGE. STORMWATER WILL BE DIRECTED VIA NATURAL SLOPE OR SHALLOW SWALES TO THE STREET OR WILL BE ABSORBED BY PERCOLATION THROUGH SANDY SOILS. A NEW SWIMMING POOL IS PROPOSED AND GENERALLY DESCRIBED HEREIN WITH DEPICTION OF STATE REQUIRED FENCING. THE POOL WILL BE DESCIBED IN GREATER DETAIL BY OTHERS FOR SPECIFIC PERMIT. A PRIVATE DUNE WALKOVER IS TO BE CONSTRUCTED FOR BEACH ACCESS PER DEP GUIDELINES. ALL VERTICAL POSTS ARE TO BE PT SYP 4X4'S BURIED 5' TO 8' INTO THE SAND SPACED TO PROVIDE A 4' WIDE STRUCTURE AND AT 8' SHORE NORMAL INTERVALS. STRINGERS BETWEEN POSTS ARE TO BE PT 2X12'S. ALL ATTACHMENTS ARE TO BE MADE WITH STAINLESS STEEL BOLTS. DECKING WILL BE 2X6 PT WD OR A COMPOSITE MATERIAL ATTACHED -- "- TO STRINGERS WITH STAINLESS STEEL SCREWS. THE WALKWAY WILL EXTEND NO FURTHER THAN 10' BEYOND THE VEGETATION LINE AN THE TOE OF THE FRONTAL DUNE. NO WALKOVER CONSTRUCTION WILL OCCUR FROM MAY1 THROUGH OCTOBER 31 DURING THE NESTING SEASON. VIEWFROM SOUTHEAST BUILDING INFORMATION: THE NEW STRUCTURE WILL GENERALLY CONSIST OF CAST-IN-PLACE CONCRETE WALLS WITH HOLLOW CORE AND CAST-IN-PLACE CONCRETE FLOORS AND ROOFS. STRUCTURE WILL BE SUPPORTED BY AUGER-CAST CONCRETE PILINGS PER FLORIDA D.E.P. STANDARDS. INTERIOR WALL FRAMING WILL CONSIST OF WOOD STUDS. SEE ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. THE HOUSE IS TO DRAWING INDEX: BE CTURE WITH IMPACT RESISTANT WINDOWS EXCEPT THAT THE SINGLE DERED AN ENCLOSED USTORY OFFICE ELEMENT IS TO BE CONSIDERED PARTIALLY ENCLOSED AND DESIGNED TO SHEET C= COVER AND GENERAL NOTES STRUCTURALLY WITHSTAND A BREACH IN ITS ENCLOSURE. SHEET SV1= EXISTING SURVEY SEE STRUCTURAL DRAWINGS FOR DETAIL. SHEET SV2= EXISTING SURVEY EXTENDED TO NORTH AND SOUTH SHEET 1= PROPOSED BUILDING PLAN OVER SURVEY WITH D.E.P. NOTES BUILDING AREA TABULATIONS: SHEET 2= GRADE ANALYSIS PROPOSED CONDITIONED AREA: SHEET 3= SITE SECTIONS GROUND FLOOR= 213 GSF SHEET 4= GROUND FLOOR PLAN OVER SURVEY FIRST FLOOR= 2775 GSF SHEET 5= GROUND FLOOR PLAN SECOND FLOOR= 2557 GSF `p SHEET 6= FIRST FLOOR PLAN TOTAL= 5545 GSF SHEET 7= SECOND FLOOR PLAN SHEET 8= ROOF PLAN PROPOSED ADDITIONAL ENCLOSED AREA: SHEET 9= BUILDING ELEVATIONS GROUND FLOOR= 1144 GSF SHEET 10= BUILDING ELEVATIONS FIRST FLOOR= 87 GSF SHEET 11= BUILDING SECTIONS TOTAL= 1231 SF SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS PROPOSED ADDITIONAL COVERED TERRACE AREA: SHEET 14= BUILDING SECTION DETAIL FIRST FLOOR= 1120 GSF SHEET 15= SECTION DETAILS AND NOTES SECOND FLOOR= 620 GSF SHEET 16= SECTION DETAILS AND NOTES TOTAL= 1740 GSF SHEET 17= DETAILS AND NOTES SHEET 18= GROUND AND SECOND FLOOR ELECRICAL PLANS BUILDING HEIGHT= 35' AS MEASURED FROM 18.85' NGVD SHEET 19= FIRST FLOOR ELECTRICAL PLAN SHEET 20= MASSING VIEWS NUMBER OF STORIES= 3 SHEET 21= MASSING VIEWS SHEET L= PROPOSED LANDSCAPING SEE STRUCTURAL DRAWINGS FOR DETAILED STRUCTURAL STRUCTURAL DRAWINGS INFORMATION. SHEET S1= PILE LAYOUT- GROUND FLOOR PLAN WITH GENERAL NOTES p O V EEBC,�/EXITING AND ACCESSIBILITY SHEET S2= FIRST FLOOR FRAMING PLAN 9Y�R C VEO BE MET PER FBC. SHEET S3= SECOND FLOOR AND OFFICE ROOF FRAMING PLANNS S+ Duly SHEET S4= ROOF FRAMING PLAN AND DETAILS SHEET S5= FOUNDATION DETAILS 1 t) ry(►O� SHEET S6= FRAMING DETAILS MAN .�.. COVER SHEET JAMES W DUPREE ARCHITECT ' ' > E E A C H A V E N U E , 03-15-06 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A r MAP SHOWING SURVEY OF LOTS 3 AND B, NORTH ATLANTIC BEACH - UNIT No. 1 R-C-B-S- CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPT THAT PORTION LYING EASTERLY OF THE EROSION CONTROL LINE. C4 N II V N N d mm D.N.R.M—NE T «s n-n-A17 v v a n FAN BIINO;a3T tBM02' 2 N IA 11 B.6' �=OZ1 m LANLA Z OTDm 00 In �u omm$ m > Z W �Fz pm �z m V,to N LLQ LOT 4 wwD x"101 2 S 0 '14'24" E > P Z> 1.94' 70'IRON-IROM 236.96' 2.,✓ d y IIODD P0101 POIE (233. Q •TM 1" M°AM�' E wwcREre wA NEK T vMEE N a�vAaNAaAaN.t i°°` L'�xn F N 83'21 05" o Ea*ER 4b o W O NwNf1aA>I.1M.1lIA ypwER6 wpm PEON ,d 10�EQ+ wl�'' 'e �• ^ arAN-auT\ � 44.•1iit��+ 3. 1a.s o�, 1D. �Sz. 3� N; � � `' tnsa 10. b 4 EODDAYA r--r {v° IRiduu�54.4 DpNORiTE DONL1lETE wAU1 .,.,P '. 2 STORY FRAME 4. 11 a^CV 6' V. RESIDENCE No.T } Q FMISN SoPN ELEVADN"12.ET 4 LOT 3 Sco .6• 7 TE �� LOT B� u 1 STORY FRAME a +'01U1EPi CP DONERE t 1' A' +.0' t +P GARAGE n W m X ELEVATP— -.5ypoC U7 .......... .. ' �2 D 2 O. 1sfs n u 4, 4, Mn+1N r FEN u FENCE MEMMALL 14.3' tVMTART21.10 IT J �. alio NI/IIMfQ s O NWNSE239.99'IRON-IRON) i• (S •21'10'W 2-STORY MASOBNOS � p �wKL(MEIONT vMRE51 CAMEcoNUN. RESIDENCE M .IDE ON+INE 134.3' � o 10.12 f �t(TRIP) Ni MDND I.A�°N *Tx�'�a'n N�r�•Oe5 38.50' I�wm�l�wmw LOT 2 ila 11f/N! U4 AUpANON FENCE Q W co 8 LOT ,A. NOTES: cz u THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. '$ NO BUILDING RESTRICTION LINE PER PLAT. L07 1 BEARINGS BASED ON A LINE FROM D.N.R.MONUMENT No. 72-81-A17 TO D.N.R.MONUMENT No.72-B1-A19 AS PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY,FLORIDA,AS RECORDED IN MAP BOOK"C",PAGES 72-72H OF THE CURRENT PUBLIC RECORDS OF SAID YDM D.N.N."WENT COUNTY. r"I0'RnMih¢yiaaTez.s CCCL DENOTES COASTAL CONSTRUCTION CONTROL UNE EA6lNC:]7A EROSION CONTROL UNE THE EASTERLY BOUNDARY OF SURVEYED PROPERTY,.AND WAS CALCULATED_3'(' FROM COORDINATES OF SAID DNR MONUMENTS,AS_ ryA' PER THE EROSION CONTROL UNE FEN UUVAL L. NIT, FLORIDA,AS RECORDED IN PLAT BOOK 35,PAGES 16th STREET 59,59A AND SEB of SAID PUBLIC R . BENCHMARK USED: FOUND NAGNN &DISK.h DISK,lB 3572 �. IN EDGE OF PAVEMENT OF BEACH AVENUE,NEAR 6N� NORTHPROPERTY UNE OF RESIDENCE NO.1501. ELEVATION-10.85 N.A.V.O.(1958) MEAN HIGH WATER UNE ESTABLISHED USING EXTENDED DATUM FOR TIDE RANGE 872-0291 (JACKSONVILLE BEACH, MHW-1.87 NAV.D., THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES SEASONAL HNii WA113F UNE FORMULATED ACCORDING m CHAPTER "X" AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM 158-33NGE) 5).FLORIDA7+( X5.1)- CODE MHW+(1 .5 X TICE RANGE)- 1. +(1ADMINISTRATIVE.9.53 THE "FLOOD INSURANCE RATE MAP"COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989. DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 "NOT VALID PITHOUT THE SIGNATURE AND ADDITIONAL TOPO- OCTOBER 27, 2005 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2005-1539 DRAWN 9Y: G BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA DATE: JUNE 10, 2005 SHEET , OF 2 (904)241-8550 2005-0888 DAF 1f 6 > > B E A C H A V E N U E N E 0 20' 40' EXISTING SURVEY SVS JAMES A' DUPREE ARCHITECT w 03-16-06 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A S MAP SHOWING SURVEY OF LOTS 3 AND B, NORTH ATLANTIC BEACH - UNIT No. 1 R-C-B-S- CORPORATION. AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPT ALE1' 20' THAT POR71ON LYING EASTERLY OF THE EROSION CONTROL LINE. : � �T w N _ TR01- LINE O 00)j EROSION CON 5 ��•3g'02 E 48.15' EROSION CONTROL LINE 9 0010'35'W 50.25' mmm 11!ONLY a'uuw va PAW e \ S ICH wwN WNL ^ n E J 'YOW OEOI it vow mE woos mm r+o00 DEm 14. as' � 13, COVER£➢c�,LREIE PPMCA � YyQ�5 8 CDYERN IRaIEiE PATO y050 DEG( EpvEREO "m PAM i0 XG d yj Y CX5 N w _ 1 STORY FRAME 1619 T F� .; _ RESIDENCE 1 STORY FRAME ' 10 d No.1633 ` RESIDENCE 7 STORY FRAME 1 STORY FRAME z h RESIDENCE No.1643 No.1637 _ RESIDENCE 1] N� n ebl >v O 9.7- m N I.., 9.1' •u'• O { g $ N A N'1 wsm xcR r o Do 4.9 0 J � 4.4 30.5'. Z 1� $ N "..v r 5.1' 590.34' 5 05'03'57-E 49.93' q 0) NE COASTAL CONSTRUCTION CONTROL PAGES O 9eo.4e' AS RECORDED IN MAP BOOK ' J S()4-05'10"E 72 THROUGH 72H OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. KAD uj S,SO,LL.LON 3"9£.60.[0 N rt1 A V E N E b 0 Z oo.Do' BEACH SEE SHEET 1 OF 2 FOR THIS SHEET SHOW THE BOUNDARY AND TOPOGRAHIC 'NOT VALID IMTHOUT THE SIGNATURE AND SURVEY ALONG WITH NOTES. RELATIONSHIP OF THE ADJANCT DONN W. BOATWRGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA HOUSE TO THE COASTAL LICENSED SUR4EYOR AND MAPPER." CONSTRUCTION CONTROL LINE. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2005-153s DRAWN BY: BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE BE FLORIDA DATE: OCTOBER 27. 2005 SHEET z oF__2_ (904)241-8550 JAMES IF DUPREE ARCHITECT , 6 1 1 B E A t, H A VE N UE E0 20 40 EXISTING SURVEY AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A N S 03-16-06 W r F. ESTIMATED GRADING VOLUMES EXPRESSED AS CUBIC YARDS OF CUT OR FILL SITE AREA TABULATI❑N BY CONVERTING EXISTING CUT FOR GARAGE AND CONCRETE DRIVE AND --DRIVE COURT-_-WEST_-Of 112 SF_SECTIONAL AREA X *Q WIDTH= 166 CUYDS CUT SURFACE 'E-MATERIAL SURFACE AREA IMPERVIOUS AREA APRON TO SAND SET CCCL - PAVERS AND REMOVING i CUI FUR b;�RAGE AND INCLUDING POOL AND DECK 5652 SF +5652 SF EXISTING CONCRETE PATIO IMPERVIOUS SLAB A, DRIVE COURT EAST OF 200 SFSECTI❑NAL AREA X 35 WIDTH= 260 CUYDS CUT AREA' AT OCEAN SIDE, OVERALL IMPERVIOUS AREA OF SITE CUT FOR CONDITIONED 117 SF SECTIONAL AREA X 6' WIDTH= 26 CUYDS CUT POOL WATER SURFACE AREA 320+40=360 SF -360 SF AND APRON ONLY SPACE AT STAIR VAULTBY INCREASES APPROXIMATELY 600 SF CREATE SHALLOW rCUT FUR POOL SAND SET CONCRETE FOUNDATION EAST ❑F 30 SF SECTIONAL AREA X 35' WIDTH= 39 CUYDS CUT 1000 SF W" F BUILDING FF LARGER SWALES AT SIDE PAVERS AT N SPITE FOOTPRINT. BY YARDS TO BE SLOPEQ i ILL AT BUILDING PAD = 548 CUYDS FILL TOTAL I PERVTpUSE ARE',A x579 F PIPING ROOF WATER TO FOR DRAINAGE - - F 370 SF SECTIONAL AREA X 40 WIDTH FRENCH DRAIN SYSTEM TOWARDS STREET T - EAST ❑F CCCL ALONG ENTIRE SIDES hFILL Al DUNE STORMWATER OF HOUSE;AND TO --- RESTORATION EAST OF 205 SF SECTI❑NAL AREA X 30' WIDTH = 228 CUYDS FILL TOTAL, SITE AREA 12226 SF RUNOFF INCREASE. NOT POTENTIALLY DETAIN ' IMPERVTDU�; AREA A& STORMWATER PRIOR TOTAL FILL IMPORTED T❑ 548+228-166-260-26-39= 285 CUYDS IMP❑RT FILL PERCENTAGE Eli TOTAL SITE o /.=ACCEPTIBLE TO PERCOLATION 7— THROUGH SANDY SOILS - I - -_ m G t �- 168'-sy" _ -- 2 TOTAL BUILDING LENGTH - 195'-6 - FILL AND DUNE RESTORATION AREA 159'-0" j EXTENT OF WOOD DECK ON PILES APPROXIMATELY 2' WEST OF EASTERNMOST DECK OF HOUSE TO NORTH 132'-4y" --- EXTENT OF LOWER CANTELEVERED'' 001- TROUGH FOR WATER SPILL RECOVERY ALIGNS WITH WALL OF HOUSE TO SOUTH _ 130'-10y" E ISTING EXTENT OF POOL ON PILES I �� FILL AND DUNE CONCRETE RESTORATION ---_ -_.- -____ 120'P OL DECK EXISTING _ DRIVEWAY TO BE N R MOVED v - - - ------ --- —- --- EXIENLQ___ WOOD DECK AND / ---- ----- FRAMING OVER T -- -- --- 4X4 CONCRETE PATIO 10T-3" — P.T. WOOD POS TO BE REMOVED EXTENT OF HOUSE - -- - 2 . 3' - DRAWING R � TUSA SYSTEM % ' STRUCTURAL 1'-6 EXCAVATION FOR NDERSTORY 21 -- Y - y -1, q 9 - ''�.. A , 1•'. -•- ,'��. -__i-_ _..______ ___________E -4111IGH- RETAINING WALL To AS95S-W ME 7RAN9T1AS REWIRED - _ �• - - — 1 _-_-_ -- --- - - TRENCK ORAI"YSIGM-T6 MAIN.SLOR�„—., 2 WA1ER PIPED FROM ROOF_PRIOR TO PERCGLATGN i -----,-_— --- ----------_---20 PLANTINVAeA7H s � , ---=r r s--t iLAMM . ,i KFTCHEN- �, -. ---9EDROOM 5- LIVING)%OF 10E/ PAN ,. ._ ,_ R'� ,Fi TOR�DiNA AL � NES'. 19 18 .� a rENTRY ALL -p 7067 HF 6 I--------- ---- LIVING - �� ::ter �!.>� ",,, ��? �, I'., •., ;. °_ , {''>:1 1 ��-r-c r—T-_� i f--r-- i ',, '.- I �I , '', i - ..-. t � . ., ,, .: t, _ ,;;.T - •,--., .i.,- ',; ,a' ., ',' -,.. -. "_. Y '� << , ,.•!;.> - ^-., r-. " -a DININ¢;. - .>.,, . X , .r., '. i ,.�' ,_., r ';. ,-,>,. ;> ; , ..< , '• ENTRY r 112' p :—� „i,� .yam a,.I � � .-... � i - � ,. ,'✓ .. , ,.. . i .. .r, -. , ,.;:. � -; -- r- 1 . ---------- Lf .. .............. ..., ... ,.�. - r, r'R 1 a -r n n a .. �., r. <.,.,,i ✓ ,:�;ir-._k', s < 1 i; .. " -' r ✓- /fr v - - - - - - - z I l - - � _ `,` .-_ ,.- ,�_ ,�� -- --- --- - 4' WIDE. 00 ? - - �- 18-4 _ = �, VEGETATION LINE N8319'51"E 3 ,62 (FIELD) " - r�, NEW SAND SET COURT EXCAVATION & STAIRS WIMMING POOL STANDARDS CONCRETE PAVER DRIVE 47'-6y DRAINAGE TO BE -• , , _ ►� DISCHARGED : E TENT OF STAIR EXCAVATION FOR UNDERSTORY "- UNDER SIDEYARD PRIMETER 3' HIGH _-- " _.....,,,r.�� ONTO DRIVEWAY METAL RAIL ON' �J DECK SURFACE MIN �? 108'-8" 18" ABOVE GRADE -" EXTENT OF 4'2" WIDE SOUTHSIDE WALKWAY TO ACT AS 48" SEA TURTLE LIGHTING CONSIDERATIONS: NO LIGHTING WILL BE DIRECTED FRENCH DRAIN CREATE SHALLOW HIGH POOL FENCE SYSTEM ALONG SWALES AT SIDE W/ 48" HIGH RDS THE OCEAN. CYLINDER DOWNLIGHTS ARE USED ON THE OCEAN S TO BE SLOPED GATES PER CODE TOWARDS YARD T NORTHERN , SIDE WITH 50 WATT YELLOW INCANDESCENT "BUG LIGHT" LAMPS. SEE N ELECTRICAL DRAWINGS FOR DETAIL. ALL OCEANSIDE GLAZING WILL HAVE A PROPERTY LINE TO FOR DRAINAGE REFLECTIVE PROPERTY TO REDUCE VISIBLE LIGHT TRANSMITTANCE BY 45%. DETAIN TOWARDS STREET EXISTING TWO DUNE WALKOVER DESIGN: THE DUNE WALKOVER IS TO BE CONSTRUCTED PER STORMWATER PRIOR ALONG ENTIRE SIDES STORY RESIDENCE DEP GUIDELINES. ALL VERTICAL POSTS ARE TO BE PT SYP 4X4'S BURIED 5' TO PERCOLATION. ------ OF HOUSE AND TO AND ONE STORY TO 8' INTO THE SAND SPACED TO PROVIDE A 4' WIDE STRUCTURE AND AT TURN UP PIPE AT POTENTIALLY DETAIN GARAGE TO BE 6' SHORE NORMAL INTERVALS. STRINGERS BETWEEN POSTS ARE TO BE PT FRONT YARD AND STORMWATER PRIOR REMOVED (SEE 2X1 2'S. ALL ATTACHMENTS ARE TO BE MADE WITH STAINLESS STEEL BOLTS. CAP AT GRADE TO TO PERCOLATION UNDERLAY) DECKING WILL BE 2X6 PT WD OR A COMPOSITE MATERIAL ATTACHED TO _ ALLOW OVERFLOW THROUGH SANDY — — — -- - _STAINLESS,ST SCREWS. THE WALKWAY WILL EXTEND NO — -- FURTHER THAIN�1'O,'I BEYONDTHE VEGETATION LINE AN THE TOE OF THE TO STREET AS SOILS FRONTAL DUNE. NO WALKOVER CONSTRUCTION WILL OCCUR FROM MAY1 NECESSARY. THROUGH OCTOBER 31 DURING THE. NESTING SEASON. D A C H A V E N U E N D.E.P. SITE PLAN AS FIRST FLOOR PLAN OVERLAY ' JAMES A' DUPREE ARCHITECT f 6' 1 1 L A w E 0 8' 16' 03-16-06 AR-00110382 904-247-7072 A T L A N T I C B E A C H. F L 0 R I D S 77) 1 C = 0 A B p E F 4 H I J K L I 1 12.2 19 22.2 22.2 22.2 22.2 21 17.2 13 13 C J C FT] O 1 2 13.5 19.2 22.2 22.2 22.2 22.2 21.4 17.8 11.3 13.4 Q D � n 3 F_ O 3 13.5 19.3 21.9 22 2 22.2 22.2 22.2 is 11.3 11.7 z 1 4 13.5 19.7 21.9 22.2 22.2 22.2 22.2 18.2 11.4 11.7 0 /�Q "r� / C7 C 5 13.5 19.7 21.9 22.2 22.2 22.2 22.2 18.5 11.4 11.8 � � s o i O j i 6 13 19.7 21.9 22.2 22.2 22.2 22.2 18.8 11.4 11.8 mo; o Q z F, O 7 13 20 21.9 22.2 22.2 22.2 22.2 19.1 11.4 11.7 0 Q' V z F_ 8 13 20.2 21.9 24 24 24 23 19.3 11.4 11.5 �? Q / { r9 13 20.4 22.5 24.3 25.2 24.8 23.5 19.5 11.4 11.4 om c� n > D - 41".." 10 12.5 21 23.5 25 25.7 25.5 24.3 19.5 !3 11.2 m 'O �Q Q G7 z11 � 1 12 130.7 198.2 221.8 228.7 230.3 229.7 224.2 185.7 117 119.2 �' C(� O 13 14 1885.5 h00018AS o z F/ Q io I I 100 POINTS OF GRADE ELEVATION FOR AVERAGING PER � i� G, REGULATIONS OF CITY OF ATLANTIC BEACH TO DETERMINE DATUM MW o FROM WHICH TO MEASURE 35' BUILDING HEIGHT LIMIT= +18.85' it erWOOD POWER POLE I (D +m WITH TRANSFORMER AND BENCHMARK: SET Mrl AGNAIL & DISK FOUND ELEVATION=12.91 1�2" IRON PIPE, L.B. 3672 1 I FOUND 1/2" IRON NORTHING. 2184,1 PIPE, NO CAP CLEAN-OUT ASTING: 21.6 ,�, ,3 +1 374,590• ° 9 236 . 96 ' 90 ` 10.38X10 6 I ,� 1.1 1 1� 9 2 O 2� ON CRETE WALL (NEIGH VARIES) 0 �o,� Z o� 0 Q 3 �� '`D 21 1 2�0 °� 0.2' �� 1L%' 2. 141 CABLE 4 .35 1 ? ti1' �' za 2 5' 1 4 RISER I 22 S 2 mac, �� No sp &U5 _� o I r 6 E DWA L 5 'L� 1 _��9 IV I I ' N BRICK PATIO _ vuuu ��O 11.2 11.3 X 12 y Q 4 2 2nd STORY 9� X12.4 I 71 m tv 6 [LiPLANTER 1 CONCRETE WALK TaUE' °' 2 19.5' 10.3' ��oZ = 11.4 N; 1.7 x0 0.7 to P.ORGH 0.4' 24.5' r'vyo. n n 11.4 ^ z m 3.5 CONCRETE DRIVE 7 »B» O g o 12.0' 2 STORY F o 185 o o = I o 16 1 1 STORY FRAME o 11 c+ <^ � m 11.4 = I z o D 18� 0.7 1Cn I g �, FINISH FLOOR ELEV T 22.67 &8 '`=�� I_j ) IJ n c S r11 0 LOI o 0 I io FINISH FLOOR L4 12.1J 11'4 a O I r co gELEVATI0N=21.99 " 0.9' 2 0.5' 0.4' LOT 3 91 D ITARY o� 1 P I ° - tt 10.4' .4 rr pI� _ HOLE O O OP OOD 6 1cD ,g �,0 2nd STORY 40 9.3 ~ ^' 1.5 I51 WATER WOOD DECK P' WOOD 1• I r� METER Z 3 H USV N 1.80 I ? X43 a SPS S�N rE 1A AN-OUT CONCR TE CUR tih J 2S ��. 2 VD V- cn ��` I h m RISER CONCRETE CURB 1 1 �Zlb°5j23' L0 Zg. I 23 /24 �-I-25� � ' Y b � �' o 0.3 11 �l� X 8.1 CONCRETE WALL (HEIGHT VARIES) 1 ° d' � ' N83'21 '05 E 38.50' N 0.4' N83'19'51"E 3862' (FIELD) FOUND 1 (S 8 `21'10" W 239.99' IRON - IRON) LBT 6721RON(R DPPOE CAP) PIPE �2" IRON CAP NORTHING: 1 \. EASTING: 2184,070.6 ! 2-STORY MASONRY 374,583.7 I \ I'I m i PHONE ! 134.3' RESIDENCE # 1605 \\ o RISER CONCRETEcn POWER POLE I p PO WITH TRANSFORMER 21.9 22.2 22.2 22.2 22.2 19.7 18.5 -13.5 11 n 10.2 10 g EXISTING GRADE PROFILE/SECTION AT CENTER OF PROPERTY JAMES IF DUPREE ARCHITECT ' 6 ' > B E A C H A VE N UE N 0 8' 16' GRADE ANALYSIS SITE PLAN 2 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A W E 02-23-06 S EASTERN FACE OF HOUSE TO SOUTH U C__) I co ,e ID r 40'-2" I FF2 0 o I EASTERN FACE OF TERRACE TO NORTH I I , o I I � b I 1 IF Q 27,-2" � 8.85CL FF1 `'2�2 r 2 POOL u I WOOD DECK EXISTIN N 21.9 ": � f ,:- 22, f ;r AVERAGE 19.7 '� GRADE4 Ui1 FFG - _ 10.2 `� 11.a o k s 11 10 ff IT q q O„ CCL ARIES ACROSS SITE �-� II I 112 SFX40'WIDTH= 166 CU YDS OF j_77> - 200 SFX35'WIDTH= 260 CU YDS OF 370 SFX40'WIDTH=548 CU YDS FILL , 30 SFX35'WIDJ= 39 CU YDS OF I 205 SFX30'WIDTH= 228 CU YDS OF CUT ®GARAGE AND DRIVE COURT ' , U i CUT ©GARAGE AND DRIVE COURT ® BUILDING PAD SEAWARD OF CCCL CUT @ POOL FOUNDATION ( >' FILL ® DUNE RESTORATION LANDWARD OF CCCL SEAWARD OF CCCL SEAWARD OFC CL SEAWARD OF CCCL u 117 SFX6'WIDTH=26 CU YDS CUT ® STAIR VAULT (BEYOND)-SEAWARD OF CCCL 0 8' 16' SUPERIMPOSED EXISTING GRADE AND NOTE 1 : NOTE 2: PROPOSED BUILDING SECTIONS REPRESENTATIVE SECTIONAL AREAS FILL TO BE CONTAINED ONSITE WITHIN EXISTING CONTOURS ALONG NORTH AND SOUTH AND APPROXIMATE CALCULATED SIDES OF BUILDING. AT WEST AND EAST SIDES OF BUILDING FILL BENEATH STRUCTURE REPRESENTING CUT AND FILL CUBIC YARDAGE OF CUT AND FILL WILL BE RETAINED BY CONCRETE WALLS AS ILLUSTRATED IN STRUCTURAL DRAWINGS, VOLUMES RESULT IN 285 CU YDS OF IMPORT SEE SECTIONS 4,5,6,7 ON SHEET S-5 AND SECTION 25 ON SHEET S-6. ADDITIONAL FILL EAST OF CCCL. FILL TO EAST BEYOND POOL WILL COMPOSE EXPANDED RESTORED SLOPING DUNE. J I I EASTERN FACE OF HOUSE TO SOUTH C) I I L, m H m I IEASTERN FACE OF TERRACE TO NORTH 0 18.85 — I I DW POOL WOOD DEC,( K i - � 4 ., f � X � CCL IMIES ACROSS SITE BY 1 +I tD" ff 112 SFX40'MDTH-156 CU YDS OF J 200 SFX35YAOTH-260 CU YOS OF 370 SFX40'WOTH=548 CU YOS FILL 30 SFX35'WID4-39 CU YDS OF I 205 SFX30'WIOTH-22B CU YDS OF CUT*GARAGE AND DRIVE COURT i CUT GGARAGE AND DRIVE COURT T"O BUILDING PAD SEAWARD OF CCCL � CUT O POOL FDUNDATION I -3:',FILL O DUNE RESTORATION LANDWARD OF CCCL SEAWARD OF CCCL '`SEAWARD OF L SEAWARD OF CCCL .117 SFX6'WIDTH-26 CU YDS CUT O SWR VAULT(BEYOND)-SEAWARD OF CCCL SUPERIMPOSED EXISTING GRADE AND NOTE 1: NOTE 2: 0 16' 32' PROPOSED BUILDING SECTIONS REPRESENTATIVE SECTIONAL AREAS FILL TO BE CONTAINED ONSITE WITHIN EXISTING CONTOURS ALONG NORTH AND SOUTH AND APPROXIMATE CALCULATED SIDES OF BUILDING. AT WEST AND EAST SIDES OF BUILDING FILL BENEATH STRUCTURE REPRESENTING CUT AND FILL CUBIC YARDAGE OF CUT AND FILL WILL BE RETAINED BY CONCRETE WALLS AS ILLUSTRATED IN STRUCTURAL DRAWINGS, VOLUMES RESULT IN 285 CU YDS OF IMPORT SEE SECTIONS 4,5,6,7 ON SHEET S-5 AND SECTION 25 ON SHEET S-6. ADDITIONAL FILL EAST OF CCCL. FILL TO EAST BEYOND POOL WILL COMPOSE EXPANDED RESTORED SLOPING DUNE. JAMES a' DUPREE ARCHITECT ' 6 B E A C H A VE N UE GRADE ANALYSIS SECTION 3 AR-001>0382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A 02-23-06 - - -- - -- -� --- - -- --- --- ---- - ---- -- -- - I i lel j � O I r f i l i 1, i _ f i i , - If C r 3 71 -- -_ 111.1w- I 4_. - 4 -� 616I ------ - -� p� I -- - - ---- ------ 2w.0. � sF ; F I CONDITIONED FLOOR AREA v � 2775 0 FLR 1 f _ +2557 SF�'O FLR,2 - 32 SF Q bTATN NO +53 y. �ARAG6 5545 SF f TOTALr - - ........ ....... .........-....... m -- - - I" - I I �f , I 1 I N 83'19 51"E 381 62' (FIELD) , r - - - I I i JAMES A' DUPREE ARCHITECT ' 6 1 1 B E A C H A VE N UE N 0 s' 16' GROUND FLOOR OVERLAY 4 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A W E 03-15-06 S :7 13'-8y" 27'-3Y" 27'-4" 22'-0" 41'-C n W co y1�P 0 2� 7'-1" SIZE CRS SUPPLY,comousnON AR Z CJ m O EMRN'�W MO �O jQ'j„ a`2'G,I� ❑ OPEMNOS PER c:) wwuPAciuRER TAKE CARE TO S ORAGE SHELVING AND CABINETS b YAZLL anal""ALL El ��w H V� OFFIC HV P ARo eELorn 'baP'FGRADF CENEAATOR / �Ta 11NTERPROOM ❑ OB °'7 APPU RNE LM1lIID CV� APPLIED TO / O CONCRETE AND PROIECIEO FRON N BACKFILL WOR BOOM I / I / I rONf �ENfER SF ML - i _-__ 06 I -0 01 I 02 °3 Os 04 < CONDITIONED FLOOR AREA I ------------- - --- ------I--- - 111-p 4'- II'4 Y- II,-r1'- 7.5. _ 2775 SF ©I FLR 1 STONE E STON VENEER +2557 SF @: FLR 2 14-g 13-11' 15'-S' +5332 SF © MAIN HOUSE - - - - - - - - ---t�-- 213--SF -@ GARAG - - I 5545 SF TOTAL W ST F P U E 1EFR eE�O 1 m I 1 R ST I'm 4'- n DOOR DOOR SCHEDULE SIZE CONCRETE MARK WD HGT THK STYLE OPENING MATL GLAZING COLOR HARDWARE SWING WIDTH X HEIGHT 01 11'-0' 7'-O' 1 1/4' OVERHEAD - SECTIONAL ALUMINUM -- 02 11'-O" 7'-0' 1 3 4' -- STAINLESS STEEL NA 11'-0" X 7'-2' OVERHEAD - SECTIONAL ALUMINUM -- STAINLESS STEEL NA 11'-0"X 7'-2' 03 11'-0" T-O" 1 3/4" OVERHEAD - SECTIONAL ALUMINUM -- __ STAINLESS STEEL NA 11'-0` X 7'-2" 04 3'-0" 7'-O' 1 3/4" HINGED - SINGLE - FULL LITE- EXTERIOR I VINYL CLAD WOOD I IMPACT/INSULATED LOW-E STAINLES STEEL LEFT 3'-5' X 7'-3' 05 31-0 8'-0" 1 3/4" HINGED - SINGLE - FULL LITE SC WOOD FLUSH CLEAR EMPERED 06 Y-0" 8'-O' 1 3 4" -- STAINLES STEEL RIGHT 3'-4' X A-3" HINGED - SINGLE sc wmn ci im. _. _ __ __. S AINLL55 STEELUt-].Ft4�- X 8-'3" 0/ PR 3'-0" T-0" 1 3/4' HINGED - DOUBLE 08 3'-0' 8'-0' 1 3 4" -- -- STAINLESS STEEL X 6'-2"HINGED - SINGLE SC WOOD FLUSH STAINLESS STEEL -- NOTE: ALL PLAN DIMENSIONS SHOWING WALL OPENING SIZES ARE INCLUDED TO PROVIDE RELATIVE POSITIONING AND WILL NEED TO BE ADJUSTED TO COINCIDE WITH ACTUAL ROUGH OPENING AND INSTALLION REQUIREMENTS. JAMES TY DUPREE ARCHITECT 1 6 ' ' D Lr A /� U A V N AR-00110382 904-249'-9'09'2 17 G 1`E C� IZ Y E N U � W E 0 4' s' GROUND FLOOR PLAN ATLANTIC B EAC H, FLO R I DA 03-15-06 S M 109'-8" r-r xr-ag 2.-B 25'-1" / / g O n _ TREK-CH' 1?1 AIN-SYST€avl TQ .DEIAJN STORMWATER PIPED FROM R OF PRIOR TO PERCOLATION � ' 22 21 � _ w / 21 �` _ _22, w C < a ro 0 IUD o n �4,?y�i•�' � ` IY-� 7-°' s'-C 5-e' C-f —s'-�— _ . .. -d-x' s'-e' xt'-4' S-s' ~ Ruunc Rn un�`RRo ��+� 26 5" fig/ 1 TEA W-- -- / / ♦G�► F1MILEr.U6H VAL ./ I \\ 154 ''tl J-�A x�TH 4' s I 1� rc GBINEfS ---- 03°'AFF h N T TEA 8'dM/PYC flMIIf)➢ER ,,%+ E I y 91 O FLU91 / 1 �! 7-Y Y-Y I IV-C --- I �--- <8> Ifi 17 2 e u u cant. aw a c R6ra nlE 4 T I��N DRY g SINK I / . zr ru §l ° Ab _ OM ° 1 o O� gig I KITCFFI -� 4 e B E D R 5 sr p ,'-0' 4'-0' v-p F-6' I LIJ I e lz / P 0 R H' E R 0_ - -- CIX IXtL E 7 x: „1� 4 T g �R T❑ // I % �^ 6•AFF °° 1 8 �`� OF I n 1 0 m cl osE se LIVING C 111E RR LL LK-- h. < 1 r / .] y. x' F-s' ° OR RUBBED FNRH - L I I b I I ID " tY HV ---'° �9AFS ,6 I �I n _� 27'—2 (�'� ,n ' 16 *' 11LE RR l..`-J REF v -rE R R A E B me_oar - _ TILE RA V b ' R -x IS 7 I R -x6 5Y•1a'- °6 . — — —,�— — — — — L _ Q / PANTRV RREPLACE n¢I. S I P °� °x I - Aquuemu i I R/ f 6 MNYXEY M U f Z O t-f I � �. A i 4.q Y-5' 2 6'-10 "- 2 0 '- 14'1' S3' E �' f3c'b3=t- - - - ��- - - ✓ -- — - - - - - - - - - - - - - - - ---_-[ - - ti �-- ? b -EN TR-Y-H ALt— - �� LEFLR wul o �6 T❑ �� xv � v LIV_717ING ' FTI TLE FLR DIN IN G b ENTRY CdER TERR E Q LEFA [ ✓ `>✓ z PORCH I \ ✓ ` ��,i/ �) ✓ nLE rtn, Y F W Ee _ _ _' ' _ Z _ _ 43'-4" 1 ✓ /� -/ Y, 1 —t- - - ounrE - - - - - �� y DRIVE CL ' 3B�F�IIIIIIIIII - � ��y1 ,��A I -- ------- - - - - - - - - ✓ ✓ �'� ✓, °� ''� 00 GAS RILL / / ✓ -t1S' S-s• 4" P RE4 C NCRE "U":SHAPE ' i' ✓� , u $IIO'XER A ` V g0 fl' 11' 11• WALL TH T E NEER AND EN Fom°,tsn t1 �� / / t. 26 7. CAVI .NOR. I r m. ✓ ;I A .i� �. •1 .'� SDE FOR,GAS OO PLANTING G > • '' v - GRI L AND 131NET lNSTALLA N _6' 7 i Tip •y� �'� � <,��` CONCRETE SLAB — 6 "� ✓ j '� \ �' � v/17' T R - �' — . . — . . — _ x —. . _ . —. . —. . _ . . _ . . _ . . 25 _ . . — . _ . . _ . . _ . . _ . . _ 2775 GSF . — IN n _ • • — — — PLANTING 26 2 25'-1" 26'-8" DOOR SCHEDULE 22 12"+/- HIGH WO D RETAINING WALL TO ASSIST WITH GRADE TRANSITI N AS REQUIRED DOOR 2.1 _ SIZE CONCRETE OPENING ti _ _ — — _ MARK WD HGT THK STYLE MATL GLAZING COLOR HARDWARE SWING WIDTH X HEIGHT 11 3 ® 2'-8" 8'-0" 1 1/4" SLIDING - TRIPLE - FULL LITE VINYL CLAD WD MPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL LEFT 9'-7" X 8'-2" 12 3'-0" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- -- STAINLESS STEEL LEFT 13 3'-0" 8'-0" 1 3/4" HINGED - SINGLE - FULL LITE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STANLESS STEEL RIGHT 3'-5" X 8'-2" � ---- --• -- -� - _-- .� 14 3'-0" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH e I SH WEA =� -- �I - - \ \ -- -- STAINLESS STEEL LEFT 8'-4" X 8'-3" q 2 - $ J( - = \ \ ` 15 3'-0" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- -_ 4'- 11411, I 7-0 -- - { ++) F 11 -_-fl 11 _ h 1f_ STAINLESS STEEL LEFT 3'-4" X 8'-3" It " _ \ \ 16 3 0 2'-11 1/4" 8'-0" 1 1/4" SLIDING - TRIPLE - FULL LITE VINYL CLAD WD MPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL LEFT 9'-7" X 8'-2" _ L--L I ...-U l- A -11 u :_:. 11 1--- 11 ----11 - 11-__-11 If 1 -fh _ - - 11 17 3 ® 2'-11 1/4" 8'-0" 1 1/4" SLIDING. - TRIPLE - FULL LITE VINYL CLAD WD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL LEFT 9'-7" X 8'-2" -- II u- -11 --ft 18 PR 2'-10" 8'-0" 1 1/4" SLIDING - DOUBLE - FULL LITE ALUM CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL RIGHT 6'-4" X 8'-2" RO H fl fl Ir II -fl if ff 1I_ ff it -_ 1 •n \ 1 19 PR 3'-10" 8'-0" 1 1/4- SLIDING - DOUBLE - FULL LITE ALUM CLAD WOOD IMPACT INSULATED LOW-E SEACOAST COLOR WHITE STAINLESS STEEL LEFT 8'-4" X 8'-2" 1 liJ N q i FooPl 11 -- II p... 11 11 11 U 11- it II / / / M I -- CMCRETE &L - _ _ f- it -1t fl' --it $- hh -- _- �' 20 PR 3'-10° 8'-0" 1 1/4" SLIDING - DOUBLE - FULL LITE ALUM CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL RIGHT 8'-4" X 8'-2" Q I 14a_A II s I-- k-6 :II:::::i:= sX11 1-- -U 11 ` t , 21 PR 1'-6" 81-01111 3/4" HINGED - DOUBLE SC W000 FLUSH -- __ O e - - I it --- p -- I. U - -11-- ` 22 2'-8" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- -- STAINLESS STEEL RIGHT i I h fl 1f $ -_,_ I If t Il It ff 11 Q 23 3'-0" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- -- STAINLESS STEEL LEFT 3'-4" X 8'-3" - I 4.- - �= - �� S & - _ 1 ' I 24 2'-0" 8'-0" 1 3 4" HINGED - SINGLE SC WOOD FLUSH _ r i-11—__ fl Ih IP SII I 1C- _It- -1Y 4 , / -- -- STAINLESS STEEL RIGHT QI'' ✓ j I t if Il 11- if 11 1] -- 11 Il- 11 A II-- 25 3'-0" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- _= STAINLESS STEEL LEFT 3'-4" X 8'-3" 11 it -- 1 IY it IY -_fl It 11 It µ ' I 26 2'-6" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH -- STAINLESS STEEL LEFT A-- 1 u ll -- U it -- -- STAINLESS STEEL IGH -- i [[ 27 2'-6" 8'-0" 1 3/4" HINGED - SINGLE SC WOOD FLUSH FT1 /� I 1 i � -tf if_� I tr it ff it _ M 11- ff �11 -A II -- 11.- A -11 U -- 11 l .. 11 -U it 28 PR 3'-0" 8'-0" 1 3/4" HINGED - DOUBLE - FULL LITE ALUM CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE STAINLES STEEL RIGHT 6'-4" X 8'-2" 4 1 It fl it it- H P f- 11 fl - oe I 29 3'-0" 6'-8" 1 3/4" HINGED - SINGLE - FIBERGLASS FIBERGLASS - - - - - - - - s I. -- WHITE STAINLESS STEEL LEFT ALWAYS OPERABLE FROM INTERIOR l-A--II 14---- Jl-- A 11-1�-- 11--T-al- - ht it I fl= If�j t it _- If fl _ It - It l 31 3'-0" 4'-0" 1 3/4" HINGED - FENCE GATE STAINLESS STEEL/ALUM PART OF RAIL SYSTEM -- STAINLESS STEEL LEFT W1 �. I I t o - i A -" � - - u - U µ F�ESTORD NATI 32 3'-O" 4'-0" 1 3/4" HINGED - FENCE GATE STAINLESS STEEL/ALUM PART OF RAIL SYSTEM - STAINLESS STEEL RIGHT x Z i H fl II fl'�II N -- if fh- it ff -if 1 33 3'-0" 8'-0" NA CASED OPENING -- NA -- __ 26'-� JLC 1L _ IL,.,� L_ __1� �I_ _11 il- M 34 2'-8" 8'-0" 1 3 4" HINGED - SINGLE SC WOOD FLUSH U ll 9f 1�a -- iF -1f it- it iF I / -- -- -- �- _- 0..71__ II ➢--- u - lI .II ./_!. , I 3w z w, o'_ I i," o' __ --••� --T•---�.. - - - 4 q - - •- m i-. - �i+ - TRIPLE - BULL �i"E 'viiv'rL CLAD WD IMYAGI INnULAIEu LUW-t SEAcUASI COLOR WHITE STAINLESS STEEL LEFT 9'-7" X 8'-2" o� .� 1 wl I I $ -1t ih-- t- t fl fl - 2 fh fl- ___ II9 1-8 36 PR 3'-10" 8'-0" 1 1 4" SLIDING - DOUBLE - FULL LITE ALUM CLAD WOOD IMPACT/INSULATED LOW-E/SEACOAST COLOR WHITE STAINLESS STEEL RIGHT 8--4- X 8'-2" �J J i II -A A II - l- Ate.-11 Il -- -- !J - ✓ [ t -11 II _ It it it ff 1I f-= 11 ft it 0 NOTE: ALL PLAN DIMENSIONS SHOWING WALL OPENING SIZES ARE INCLUDED TO PROVIDE RELATIVE POSITIONING AND WILL NEED TO BE ADJUSTED TO COINCIDE WITH ACTUAL ROUGH OPENING AND --11 .-- INSTALLION REQUIREMENTS. - u 11_ u t it if fl _ 1 t1 It it II If it fF -it it NOTE: GLAZING VISIBLE FROM OCEAN TO MEET REQUIREMENTS OF DEP FOR SEA TURTLE PROTECTION, HERE CONSIDERED TO REQUIRE GRAY "SEACOAST COLOR" TINTING TO ACHIEVE REFLECTANCE REQUIREMENTS. -- u ------U lf_ ! NOTE: ALL GLAZING WITHIN DOORS AND ALL WINDOWS WITHIN 5 OF A BATHING AREA TO BE TEMPERED. SEE T LABEL. 1 it _fl If If- # II 11 it 11- it tit 1t I ❑ I 10 ✓ i I I II U If -.-- 1 LL 11 It 11 ff-- it ll it NOTE: ALIGN TOP OF ALL EXTERIOR DOOR AND WINDOW OPENINGS AT 8'-2" ABOVE TOP OF CONCRETE TOPPING. _ If -fl ht-- 11------I- fl- = =11 u - I : - itu 11 a 11- [ "-- WINDOW SCHEDULE CONCRETE OPENING ' SIZE 15 J •'�� '--ih- --"it.---- 'F-` �1 -:::::" -`�I ----{I_= —I�==11-----= — — 1 I MARK W6,-00" HBIG0. GLASS BLOCK PANEL ANCHOR CONSTRUCTION PITTSBURGH CORNING CESCAI ES 12X12 GLASS BLOCK H __ - R HEAD WID6H4XX HEIGHT ' �I- --- ` J J 6 18'-0" B•-0' GLASS BLOCK PANEL ANCHOR CONSTRUCTION PITTSBURGH CORNING ICESCPES 12X12 GLASS BLOCK -- -- B'-0' 16'-4" X T-4" _ _ _ _ _ _ HARDWARE COLO HEIGHT _ iY 1�-___it fl-- it _MNOZEW fl --_ WALL ---11 -Il----.- ii-- U- �! -_.__ m •' / 11 8'-1" 8'-1' PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 8'-0' 6'-5'X 6'-5" r --- - --II U--.-.-. 11 ll---- II --- .-ll 12 6--1" 6'-1" PICTURE VINYL CLAD WOOD IMPACT INSULATED LOW-E SEACOAST COLOR STAINLESS STEEL WHITE W-0' 6'-5' X fi'-5" i- f 1 fl -- fl-----------_ ff/ / / s n n n n n n n u I[ - s� it It A-:..---I A-- -- II _l 1 :.. u - 11 -- [l Jl- -- 13 6'-1" 6'-1" PICTURE VINYL CLAD WOOD IMPACT INSULATED LOW-E SEACOAST COLOR STAINLESS STEEL WHITE 8'-0' 6'-5" X 6'-5"" 1 I �•, 11 _$ 1i --_-- fl- 11-- It --__i_I" 15 6'-1" W-1' PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 6'-0' 8'-5" X 6'-5'" _ it-- I[ --ti- I it TI (I ' ----11-- -A - -It �I -- 11 ---- �I-- --T-- - 17 6'-1" 6'-1' PICTURE VINYL CLAD WOOD IMPACT INSULATED LOW-E SEACOAST COLOR STAINLESS STEEL WHITE 8'-0' W-5' X 6--5"" 6 ,7" .�\ 4 -- I� 1.= 1L=-- -1 �=_ _-- _ - I �I _--_-_ _1 ___ --_ 18 6'-1" 6'-1" PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 8'-O' 6'-5"X 6' -.- ... 19 5'-4" 5'-1' CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 8'-0' 5'-8" X 5'-5" °1 f n 7J-Y v -•" 5'-4" 5'-1" CASEMENT - DOUBLE VINYL CUD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 8'-0' 5'-8"X 5'-5" 21 5'-4" 5'-1' CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT INSULATED LOW-E SEACOAST COLOR STAINLESS STEEL WHITE W-0" W-8" X 5'-5' Y JAMES W DUPREE ARCHITECT ' 6 ' ' B E A CH A VE N UE N 0 4F 8' FIRST FLOOR PLAN AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A W E 03-16-06 6 s II Me TEM Pima L Yp 5 y TO BE E01 ro TOP OF RAE 5,-I• Y"p g�"I• IIS 51' r m -Ir 7-4' o al BALCONY Ll <�AFF 60 66 I 59 ILE.FIR raft RANEOER BATHI Y 55 55 O O b , 4 nLE- 3° 6'DUN PA;RANLEADER O +" ® 5G I I i L 38'AF PRQECING MANTLE b i IAFrMl 11 970•- 1r•RM nLE FLR W r I �_ — TD DRAIN B E D R O M 4 R , — — „ 6'HOLT BY It IADE EMERGENCY OVERFLOW SCUPPER WOO FutEDR00 13 oPEwNG AT r COICAETE MAIL SET TO COINCIDE WITH FLASHxG OETfl t;, FwEPLACE e•HXN Y 1r wDE SCI PPERRECOMMENDATION! 6'HEN BY 1 RIDE OW SAPPER — � CONSISTENT WIM NNIF _ T O O T+ O WOOD M I � r-D• 6'DIAN P1C RNx � �'- MASTER BEDROOM I I I ❑I I I I I , —7•-R' — — — — I Y ❑ BY 1Y 1r F — —— N *' — — — nL I lal NDE SCUPPER, B � aaDF MAIN N/SCREEN COVER CHIMNEY RODE TON N/SCREEN COVER FLUE I6 I I T— — — — AND WAN TO FRENCH DRAIN SYSTEM,TVP. >a ROOF pINN W scRFEx COVER AL _ I 1e I a RAILING mTEN — '1 MODIFIED BIM A PARAPETS OVER r I T TO DR 16 AY F OM WALLS / LEOOFG AI N/SCREEN COVERR OOFING LATOR S'a TAPEwD AT PARAPETS CI CURBS ro E INT RNAL ROOF WALLS OO'.p II I ti I70 STAINLESS FRAMES to ORNNAIE DwECTFD ro WIFE INTERNAL Rall DRAMs -P f-—, II I TO BE 4r HEN TEgf ro TOP OF RAL EACH ROOF DRAIN PARTHDEO VM EMERGENCY WERFM YAPPER SKYLIGHTS OPE r 7W C— — I I r , r/--� t,,, I II I I I IN R'LL 'ATT OOIIC CURB ` AT PAR PET WNL PRIMARY SLOPING ACHIEVED 13Y VARIATION IN z I W _ _ I I I 16W I ti I II I I I I I I wiEgw P11FO Fpl Rs Ar NA ENDS N ACCESS IUTa TO WALLED CRETE M PM TIACIMESS FROM MIN r TO 6•MAX OYER HOLE AT ROOF FOR OR MT 10'HOlOW CORE PRECAST CONCRETE BARS i4 PER MMUFAC10 as Imo, EMNIf1IATl 43 SEE LOOEND b OPAGE 15 ALL SKYLIGHTS ~ TILESKYLGHTSO U` _ LE TdI DRAIN 9<8> O I Y SFLUE BELOW 18 OJ V) 18 ^ SLOPE r ea O m I P r-O' ems, yt XE FUR O � Nkcr nLE R I Wa I II FlBBQ 4 '" Y-D 7 SYi '° W-dS • .: Oit LJ BALCONY W- — II CH ppAlg dY-5RaW O°" O MAS TH NaTMNa E RD II II ICLO f TILE ,r-lo• U)WOOD FLA MOOD FUR I II L IU)- 11 1 1-4'I � —)),--/\7— - - -r r 4' I CONCMIE CIP W/ROPE DONN 90110115 SET QY QA8 AT ROOF OPENINGS SN1TNNi5 SET 01 01RB AT ROOF OKNNCS Ib ———————R— OVERHANG ABOVE _tIL T=11 PEA YNIUFACTIIRER�OdMRAIATIOHS 0118 Y WTOPPINGPER MANUFACMiER RECOMMENDATIONS. CURB ro EAST 01P PER FT OR NSuuTOx ro CREATE tlACNET EFFECT ————— —— ro MB FN91E0 ROOF ro eE YN. FlN ROOF �_ Q1510M FABRICATED STAINLESS STEEL OR NIIYNUY tOR v MANIPULATE ROOF SCOFF ATM TOPPING 011 EY TBwINAnw A5 SHOW > at INSULATION TOtlEA E CHO ET OTEC 07XC Cw8 END 3 6' S 6' _ — ,._p W O• IXIFTD BALCONY MER TE/fFA BELOW r-4' S'-p r 4' Y Y AT CONCRE�MKL. STAIN STEEL CONY FLASNNG CONY T SEE IE6BID PAGE IS TCP Ai 7i'AFF. -p AT IMA N a. 01RB ro DRAM BOTTOM iF SCUPPER P ALOES BAff ro 1RFNdl DRAM t7-! I I S AN W SET IN wRIN ANGETE ni ICH. 5'-0' r_p f-A• Y-7' a 43 SEE 1 15 PACE 15 ati m O 2557 SF DOOR SCHEDULE § DOOR SIZE WINDOW SCHEDULE SIZE CONCRETE MARK WD HGT THK STYLE OPENING MARK WIDTH HEIGHT STYLE FRAME CONC 41 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VIN YLnCLgDLWOOD IMPACT/INSULATED/LOWGLAZIE SEACOAST COLOR WHITE STAINLESS STEEL RIGHT 3'_ " 31 3—'" 6'-1" GLAZING HARDWARE FRAME COLOR HEAD HEIGHT WID NG COLOR HARDWARE SWING WIDTH X HEIGHT 32 3'-1• PICTURE VINYL CLAD WOOD IMPACT/INSULATEGLAZILOWE/SEACOAST COLOR 42 PR 3'-0" 8'-0" 1 3 4" HINGED - DOUBLE - FULL LITE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACOAST COLOR WHITE STAINLESS STEEL I- 6_1 WHITE 5 X 8'-2" PICTURE VINYL CLAD WOOD ULA COLOR 8-0 HINGED - SINGLE SC WOOD FLUSH / 33 3-1" 6'-�'� .PICTURE VINYL CLOD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR 3 WINDO WINDOW SCHEDULE 6'-4" X 8'-2" 34 3'-1" 6'-1" -- WHITE 8•_0•• J / HINGED - SINGLE SC WOOD FLUSH __ -- STAINLESS STEEL LEFT 3'-4" PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE 8•_0•• 45 2'-6" 8'-0" , 3/4" HINGED - SINGLE SC WOOD FLUSH -- STAINLESS STEEL LEFT 3'-4" X 8'-3" -1" PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR J CONCRETE 46 PR 2'-0" 8'-0" , 3 4" -- - 36 3'-,• g•_1•. WHITE 8'-0" 3 WINDO OPENING / HINGED - DOUBLE SC WOOD FLUSH _ -- STAINLESS STEEL LEFT PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE SIZE 47 PR 2'-0" 8'-0" 1 3/4" HINGED - DOUBLE SC WOOD FLUSH -- STAINLESS STEEL NA 37 2•-1" 4'-1" 8'-0" J - -- PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE g.0•• MARK WIDTH HEIGHT STYLE FRAME MATERIAL GLAZING FRAME COLOR WIDTH X LENGTH / HINGED - SINGLE SC WOOD FLUSH _ - STAINLESS STEEL NA 3g 5'-4" 5'-1" CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL JO 49 3'-0" 8'-0" 1 3/4" HINGED - SINGLE - -- 50 1 3 4` SC WOOD FLUSH STAINLESS STEEL LEFT __ 40 5'-4" / WHITE g•_0•• / HINGED - SINGLE SC WOOD FLUSH -- 5'-1" CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT INSULATED/LOW-E/SEACOAST COLOR STAINLES WHITE 2 1 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE 4'-0" X 22'-4" 33,1/4 8" STAINLESS STEEL RIGHT 3'-4" X B'-3" 42 5-4. 8'-0" / POCKET - SINGLE SC WOOD FLUSH -- STAINLESS STEEL LEFT 5-1. CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 5 B 2 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 1 -- / A / POCKET - SINGLE SC WOOD FLUSH -- CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL WHITE 54 2'-8" e'-0" , 3/8" POCKET - SINGLE __ -_ STAINLESS STEEL LEFT -- 48 5'-4" 5'-1" CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACO 8-0" 5' 3 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 1 SC WOOD FLUSH __ STAINLESS STEEL RIGHT 50 5'-4^ WHITE 8•_0•• 4 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 1 / POCKET - SINGLE SC WOOD FLUSH _ -- STAINLESS STEEL RIGHT 52 5'-4` / AST COLOR STAINLESS STEEL WHITE 5 HINGED - SINGLE SC WOOD FLUSH __ 6-1" CASEMENT - DOUBLE VINYL CLAD WOOD IM COLOR STAINLESS STEEL WHITE 8-2 5 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 1 STAINLESS STEEL LEFT 54 2'-4" 6-1 CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL 5 SLIDING - DOUBLE - FULL LITE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACo -- STAINLESS STEEL LEFT 5-1 8-0 5' 6 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAM INATE D/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 1 >e n CASEMENT VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST Cnl na crnl.1.rrr WHITE g•_0•• o 1 _ -- 55 4 4'— SLID 9" r� / IMG DOUBLE — FULL I ITP v1Mvl r I A / AST COLOR WHITE CTA1w F cc cT« 5'-1" CASEMENT _ nnl IL l r r q• T nA.ri a \.L CLAD ..'r A r A A.a..ATr ATr A '�•"'•'" -..---- —11L ILA Wu --_-.• "•"'•"-J� JIGCL , ^' _ _ WHITE �� A 4 —c .�—u .Snr�norn rrvvuu vu � \.LJ.0 rru IrwrrlVl/�nrvnvnluu/ luvlru\uv/rlivrl rLIi1 Vl\IVllil`1VL YrnIIL JOINED vviTH i .....---" 8"-4" X 8'-2" 56 _. IMPACT/INSULATED/LOW—E/SEACOAST COLOR STAINLESS STEEL WHITE 8—O 2 9 1'-11" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE 2'-3" X 4'-0" ImrAcT/iNsuLATED/LOW—E/SEACOAST COLOR WHITE STAINLESS STEEL RIGHT 8'-4" X 8'-2" 57 4'-9" 5'-1" CASEMENT — DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW=E/SEACOAST COLOR STAINLESS STEEL WHITE 10 1'-11" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE 2'-3° X 4'-0° HINGED — SINGLE SC WOOD FLUS--[-- 5 -- STAINLESS STEEL RIGHT — 58 4' / ED/LOW E/SEACOAST COLOR STAINLESS STEEL 8'-0" �' WHITE 5'- if NO BY it WESCIIPPFA 11 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE 4'-0" X 12'-0" 5'-V ASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACOAST COLOR STAINLESS STEEL 8-0 5'- 2'-4" WHITE 60 2•_4•• 51-1„ CASEMENT VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACOAST COLOR STAINLESS STEEL 8-0 5'- 12 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 11 / WHITE CASEMENT VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR STAINLESS STEEL8'-0" 2 B 2�_ 13 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 11 62 3'-1- 61-11 WHITE CASEMENT - DOUBLE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E SEACOAST COLOR STAINLESS STEEL g•_0•• A 14 2'-2" 3'-8" SKYLIGHT PANEL VINYL CLAD WD IMPACT/LAMINATED/TEMPERED/HIGH PERFORMANCE WHITE JOINED WITH 11 PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE PICTURE VINYL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR WHITE g•_0•• 64 3-1" 6'-1VIN " PICTURE YL CLAD WOOD IMPACT/INSULATED/LOW-E/SEACOAST COLOR 3 WINDOWS WHITE 8'-0" WHITEJOIN 8-0' JOIN NOTE: ALL PLAN DIMENSIONS SHOWING WALL OPENING SIZES ARE INCLUDED TO PROVIDE RELATIVE POSITIONING AND WILL NEE ADJUSTED TO COINCIDE WITH ACTUAL ROUGH OPENING AND INSTALLION REQUIREMENTS. OTE: GLAZING VISIBLE FROM OCEAN TO MEET REQUIREMENTS OF DEP FOR SEA TURTLE PROTECTION, HERE CONST GRAY "SEACOAST COLOR" TINTING TO ACHIEVE REFLECTANCE REQUIREMENTS. DERED TO _ NOTE: ALL GLAZING WITHIN DOORS AND ALL WINDOWS WITHIN 5' OF A BATHING AREA TO BE TEMPERED. SEE ❑T LABEL. D /� U N ROOF PLAN OTE: ALIGN TOP OF ALL EXTERIOR DOOR AND WINDOW OPENINGS AT 8'-2" ABOVE TOP OF CONCRETE TOPPING. f 6' 1 1 L E A (� IZ A V E N U E 0 4'' 8' JAMES Or DUPREE ARCHITECT JAMES A' DUPREE ARCHITECT W E 03-16-06 AR-00110382 904-247-7072 B E A C H A V IN AR-00110382 904-247-7072 ATLANTIC BEACH, FLORIDA.E' N U �' S ATLANTIC BEACH, FL0RI DA W E 0 4' 8' SECOND FLOOR PLAN s 03-16-07 STANLESS 5IEEL M NAIMMUN CNN FLUE CM STAINLESS STEEL M ALUMINUM CUSTOM FAIRCATED ORNAMENTAL STAINLESS STEEL CHIMNEY CAP CUSTOM FAWCATED FLAGPOLE WHITE ELASTOERIC COATING OVER SRICCO TMP. VOID WNOOWS W/ TTE NUL FRAME[LADING MOOD WHIM W/WHITE ALIN.FRAME OADCNC W000 3CNG GLASS DOOR V/WINE ANY.FRNIE CLADON6 Y NPACi IE9STM/LOW-E INSULATED OLA O, W/IMPACT FM3STAMT LOW-E INSULATED OU31G Y/IMPACT RESISTµ?LOIFE NLLUIEO MiAZNG iMff TO IEE?REQUIREMENTS FOR DEP REFLECTANCE TO LEFT REO IREMENTS FOL DEP CTMTf TO PELT REOUNFNFNIS FM DEP DI STONE C0Von COIIE YMML [Htr [ II IY HIGH PRE-ENOXEEIM RNC1N6 MTE11 V/STAINLESS STEEL FRAMES ACCENTAS AT CHIMNEYII 1 �k AO CLEAR TEMPERED GLASS BALUSTER PANELS TMP. 42'HIGH PRE-ENGINEEHO RAILING SYSTEM �[ /STAINLESS Min FRAMES GOLFED TO CONCRETE T UGIT MERE im i0 SOTIT NO CLEAR TEMPERED GLASS AT SECOND OOE WHO SITTING GLASS DOM V/LUTE AUL FRAME CLADDING W/IMPACT RESISTANT LOW-E NSMiFD CLAMING RIflECTMGL ro MEET REQIIEIENI3 FOL OEP PRE-ENCNNEERO RAKING SYSTEM 1YeY OASIS(LOCK IUTAE MADTEGTI!I P. 4B'No HERE AT GATE AND WALKWAY W V/PRIMACY OSTMIION / SET Will' OFFICE WNL _ STAINLESS STEEL FRAMES BOLTED TO CCMCWE DACE IEE TO BE CONSIDERED =_.,i,.:::C:.,.l NTH TEMPERED CUSS B SiFR YM MELS PL WI A PARTIALLY ENCLOSED STRUCTUREMING& -]( 4Y HIGH PRE-ENG NEERD RANG SYSTEM W STAINLESS STEEL FRAMES MRWWR IYPAGf QETCNGS .lg:".lC"=� N®CLEAR 1EMPERI.D GLASS BALLUSIEA PANELS TYP. -'RI51T]NE WVEWED CONCRETE WNL :. ,.7.'- AS ACCENT AT BALCONY'SPPORT WNL rl, -- s - LW y, _t`TzR-z.... L_z.... 'C..r'. "7`r�[ t `r' 1 z E rt -' NAIL MAC AS SCREEN TO HVAC EQUIPMENT WOOD STAB MO DUE WNMMFR STONE COVERED CONCRETE WALL S:AWARD OF BEC( AS BUILDING BASE AND ALL PER OR Si AROURD POOL ENGLOSIRE WOOD IEIXCCRCRE HIES STONE COVETED CONCIM WNL AS BUIDNC ALL ME TREADS AND RISM AT ENTRANCE STAR DINE RESTORATION WEST ELEVATION EAST ELEVATION 3/16"=l'-O" 3/16"=1'-0" STAINLESS STEEL OR ALUMINUM CUS 0 FABRICAIFD FLABPQE STARLESS STEEL CHIMNEY FLUE AND CAP STAINLESS STEEL OR ALUMINUM OEM FABRICATED ORNAMENTAL EMERGENCY OVERFLOW SSPPERS (WHEY CM /_jjj�C INC TTP. AT PARAPET B NTFANN ROOFF MANS TYHCALLY CARRY STONTWITER TO FRENCH MAN SYIEN ALONG ARD O O STONE COVff® C=I- CHIMNEY WML AC ITA gl!EY Y rl7[ 1 1L CYLINDRICAL MADOIWIMNT WIT IRXIlUE HERE MOUNTED TO VNL 7 7[iC 17 _ JIP,- l g p_ 1 2701'GLASS GLOM W/PRIVACY OSTORDM STONE SILLS Y/DPoP Fl%E AT WINDOWS IW ,[ ] - TSS DACE SET 111THIN ME TO BEOOI✓E VAL F-7 IT�IIIIE.��IIIIII III1I1'� 11��111II 111111 111pIIIT AS A PARTIALLY ENCIU M STMRCRIRE IE II II 1 11 IFT-1 N M NWT YPAC7 PRO O EI GS ]d ][ t li 7.II. ] ] 1 F. ..C. f �T�T��( _- ,.1 ...--'-- ......v. -.J -,�-_"vT`� f t.- .,,t.---_�- _ - t' k i__ ,J .�W.. _• -_� _1 __-_ _ r ,-- , : .,.,.. '-.. .:,..[...,..d.. ..1... " i - - r `f��': z-i_=-' - �..:..�.,--�r-L..r..:. —r`.:�1.:,.... •m'---, r:-t-1-�r--7 �--t H �, ,t I � l�r..t-Y-- r.:r I -,- ., ME COME"CMMWNL MWALL AS BUROMG BAg AND ALL NORTH ELEVATION TO ACT ABWSANMNVAcEEOPIEL MCAD POOL EIKL65URE 3/16"=1'-0" JAMES IF DUPREE ARCHITECT ' 6 > ' B E A C H A VE N UE 0 2' 4' g' BUILDING ELEVATIONS AR-00110382 904-247-7072 ATLANTIC B EAC H, F L O R I D A 03-15-06 t 0 ® a c Ell Ell 0 ED Ell EO Ell 0 om m m m 0 WEST ELEVATION WITH CONTE NORTH ELEVATION WITH CONTEXT L [1] M FUJ SOUTH ELEVATION WITH CONTEXT o �8' 16' EAST ELEVATION WITH CONTEXT e•=r-o• NIDE ELASTONEFIC COMING OAER§]MCO FIP. 4r HIGH PPE-DOEM RALNG SYSPIF Ar NWH PIE-ENGNEflD RALN6 SYSIEIi ■/STANIESS SIFEL FRAMES Balm ro L'GIOY/SFNNLESS STEEL FRAMES BLL7E0 TO CONOtEIE ANO CIFAR TEYPFRFII GLAMD CIEMTDWOREDGASBALLUSIEX NFlLL PAMElS TYPICAL AT SEOOXD FIDNHfIE EIASIDIEAIC COA7NC OKR SNCCO T1P. : [ NFlLL PAIElS IYPICILrs' C1L UP T Fl%PIE E TO RNL QL -IF:_'[-::_,,:�,:__.,:_C1r-•[: -- MITE DASMMW COATING 00 STUCCO IE H -- lI 42'HIGH PT YN RAHIXG CONSIRUCIED PER 00 STANDARDS AEOXG SOUTH EDGE OF DEC(WALKWAY 0M Y E1111151110,10 LJ LJ li ULU 11 E2 FF III lill III iR lw 7 7 _' 1 7 �.E-S�! 1 ' L' _ s I ,mss f�-,-I... 4r HIS"PPE-ERLRIEFW PINING SYSTEY STONE CD%M CONCPEIE MALL FOOTT W191 CYlN01EC DON W/STAINLESS SED.FRAMES DLLIED TO..IE Y CEM 7 0 r-a --;--^• Rl EHCLLTSE GA (Xlu Nn C DROP ro GRADE 70 CONSTITUTE Y HIGH POLL SAFETY FENCE EXa.ISUIE - -.h ■ SAFETY LATOCS Al ALL GATES WASH SOUTH ELEVATION "OR`OU C STO E LOA�EO ON MALL A00D STAIRS AFD DUFF WAU0%Q 3/16"=l'—O" R DEP O OF TEL% SW COW7ED BASE WINE N000 DECK OVER PT N0 4X4 POSTS PER DFP AS DIIIIDM6 BASE AMO ALL EN JAMES F DUPREE ARCHITECT ' 6 > ' B E A C H A VE N UE 0 2, 4' 8' BUILDING ELEVATIONS ' 0 AR-00»0382 904-247-7072 A T L A N T I C 8 E A C H, F L O R I D A 03-15-06 s'-s' CCCL CHIMNEY FLUE 4bi' 53.85' o v OP OF PARAPET zv :r 4'-10%" •° o ORNAMENTAL STAINLESS STEEL FLAGPOLE 3 ,r t , $,TA1 HALL ASTER B DR00 MASTE ALCONY ,I , b - 40 17' FF2 -- - ------- ------ S � OFFI E 0 ClOFFICE TERRACE wa `♦ G UPPER POOL TERRACE Mill] STAIR, ALL K TCI E T .:-'�I LIVIr G POOL TERRACE QE T.1 T FF1 - - -' -- -- - - -- - - - 1 -- ----------- -- - --- - - - vesrtaur� I -- - --- -- GARAG � I I� � I ! I�` _ � - � i� -i ror w cn RM - r - POOL _ DECK - - 18.85' ! �_ I 16 AV XISTI _ I I ti, -- 17.00' FFG a& 1 1 I - - - - - 4 II1J, - I _�-..- III oi� I -- - - --' - -- -- -- I I -- - LEN - -- - -' I I - CCCL 53.85' _ OP OF PARAPET-----..--- 0 0 C=3 ----- -- -- ------ - - — [ 1AttY= OVE ED RR E mhoibW 14ASTR BAT IRO( M :MDASTE ALCONY 4� 0.1T FF2 --- ---- -- -- ------ i OFFICE TERRACEr UPPER POOL TERRACE K TC E " I a LIVING POOL TERRACE =I, C7 -- - 7'.17' FF1 - :: — ' I - -, - ;: 18.85 AV EXISTING GI�E4 17.00' FFG ,I 1 I _ - --- - - - _- -- -_ -- - ---- _ . -- 777777 7777 -- -- - -- - -- _ -- - -- _ -- -' -1 - -- - - - -- _- - - --. - - ---- -- -- - -- - -_. --I -- - -_ - -- - --- - - - - - - - - -- I 71 71 __ -- - --- - I---' - - - -- _ - I - - JAMES Nr DUPREE ARCHITECT ' B E A C H A V AR-00»0382 904-247-7072 N U E 0 29 41 $9 BUILDING SECTIONS ATLANTIC B EAC H, F L O R I D A 03-15-06 CCCL PARAPET-----_._- _ ----"---. ---------- 0 0 4 I s I I ----- BE BE 0 4 BE ROM 3 s ED 0 M MASTE ALCONY m ASTER B DR00 15 -Ir1 ----- -- ..----._ ---..-- -- ------ --. -------- -- -.. __-__..- _-------- � I I 10 I - J OFFICE TERRACE DR OM 5 -� 15 CLOSET CLOSET LA ND Y K TC E UPPER POOL TERRACE LIVING POOL TERRACE 27'.17' FF1 11 1 ,.. ...... ..... 15 -- _ -- --- ---.. .. --- - --------- GARAG I - j - - --- _. - - - 0 -1 STORAGE = - J ,OP OF OR 9, - = Poo �v-1a e• GEN. DECK TOF OF AV EXISTING GRADE L 1s - I 17.00' FFG - -_.', atv --- C �= _I I I i, � ►� � I II I I = I - - - - - I I -- - I --I - I - am !fib -- -- - -- - -- _ I I -- - - - - mt - I I I - - - - - •-- I I I ORNAMENTAL STAINLESS STEEL OR ALUMINUM CCCL CHIMNEY CAP CHIMNEY FLUE 5� TO OF PARAPET - -- -- - -- - -- 0 4 J CLOSET ELEV STAIR HALL0. ED 0 M ASTER B DR00 MASTE ALCONY 40,1 T FF2 OFFICE TERRACE ELEV PO DER VES UPPER POOL TERRACE K TC E LIVING POOL TERRACE STAIR ALL 7�.1T FFt 8 15 GARAG - oar ELEV IT ELEV STAIR HALL - POOL 16 DECK 18.85',,k - :- - - - - AV EXISTING GRApE� � -- 16 17 00 FFG _ mr av war rar ov n4c. --- -- -'-- - nav-�a• F.>F.v 16o-i/a I 7777777-771:� u. 1-.•:I � -._��1 R_ r�. ..� r � .* ',_,., ��--' - �� - -�_ - I - - - - - -- I I ��: I -_ � _ �--- � � - � - � � I I -- ---I L -- - - -- - -- - �� -' -- - - - - _ - 77 - - - - -- � - �- I- - - -1 - 1 JAMES A' DUPREIs' ARCHITECT ' �' , ' D �' A �' LJ A TT � AT T T AR-00110382 904-247'-7072 lJ 17 A Y 1 Y U 0 2' 4' 89 BUILDING SECTIONS ATLANTIC 8 EAC H, FLO RI DA 03-15-06 �� 97dtipl tl.A55 RAIfN;INFLL AT MNIL OPEIINC MTH STOiE!ILL. rn I I I I rTr L "_ COVERED I I I TERRACE HA EDROOM 3 + MASTER BEDROOM r �r; HO ER J _= 5 PP I T—� BALC NY OF OFFICE E RA ;r R BA e H L ST L U D Y INING Q _ v LI IN J s _ TER ACE I LI -- --: - - - --_ - - - -I - _ - - - - B--UILDING- S-_ I -- -- _- I- I - - -- BUILDING'DING �ECTI� I - I - -ECTIO - __ - - - - - - - - -- I - s 1 iBUILDING - - � I _ I �I � _ 1 - I - , I _I__13/1 I ON - U ILD TI0 3 16 _1 -0f 3 I - - --I _ -1 - -- -- - - -- - I - - I I = - I I IF r�--e I I J AS TE DRO0 SH WE MASTE ALCONY a a UPPER POOL TERRACE LI ING r 1 I I UPPER POOL TERRACE za I M PORCH STAIR FFICE ATH I I - =- - TEA TO DECK I III I I I= POOL i STEAM IF '- DECK STN I : ANDW RS/EEPpI _ I-_- - I I--I-- ' _I I -_-- - - , -- GAR.�AGE J BUILDING ICTION 9 1V IBUILDING3/is — _o I I SECTION 3/ _if_o 11 BUILDING SECTION DT T\TATry_ - / 6f -1 _o f1J 1V lT- I .- 12 .��- N- __I I- -- - -I I JAMES F DUPREE ARCHITECT BEACH � AR-00110382 904-247-7072 611 L7 E A C H A VENUE j;► �T T T A T L A N T I C B E A C H, F L O R I D A l% 1 V U 0 2' 4' 8' BUILDING SECTIONS '3 03-15-06 53.85' TOP OF 'PARAPET 4" INSULATION 51 .67' TOHC 10" HOLLOW CORE 000 8" MECH 2" CEILING i6v fV O p cn Qi 40.17' FF2 39.8 ' TOHC 1.5" FLR FINISH 1.5" FLR FINISH !m I OF ripP ING-3" SLOPE h' M a"tt.mc 5"-2" .. 4 RIGID INSU 11 TA 10" HOLLOW CORE 000 10" HOLLOW CORE CATION o0 8.5" MECH 8.5" MECH 10" SOLID CORE �d 8.5 MEC 2" CEILING 2" CEILING o H POTENTIAL 2" CEILING DROPPED CEILING AT HALL AND ROOM PERIMETER AS o o o REOD O N J 27'.17' FF1 1.26.37' 3" SLOPE Mal 85SLAB" FLRFINISH 27.0r-ik4' TOHC 10" HOLLOW CORE 000 000000 00 - 8" MECH N __ TOS - 2' CEILING < I ON _ _ ___-ol 04 lb 7 o - -- - -- 0o f 18.85' _ _ AV EXIS NG GRADE - n 1.5" FLR FINISH --- -- 7 FSC 16.54' 4 AH 18" MATT WITH THINNING TO 1 `D TOS 30' PERIMETER GRADE BEAM 5.5" AT ELEVATOR PIT `a (V -- -_ -- - -"- I - I I I - I - - -- - - I ------------ -- dT 0''F DROP 1P N - _---- -- -- - - --L-- ---- ---- --- �.___._ .. 1-1 -I-- L - - -J - -- - -- - m $QT C1F MAT L�- -- A_EL I IL -_ - J -- -----1 I --__ 1---- ------- ELEV = 15'0 1/2° ELEV = 15'-6 1/2`' o V2 "v JAMES fl DUPREE ARCHITECT ' 6' ' > B E A C H A VE N UE 0 2' 4' 8' BUILDING SECTIONS DETAIL ' 4 AR-00110382 904-247-7072 A T L A N T I C B E A C H. F L O R I D A �� 03-15-06 / 10 I / 10" 3 NOTE SCHEDULE I NOTE SCHEDUL MARK 3 1 a! •, MARK N A ' U Nil-, H'ENERGY A VH HE ULLY -�'I� A U M',A V H' Y A A V H ULLY 35 ADHERED MODIFIED BITUMEN ROOFING SYSTEM IS FULLY ADHERED TO W 'DENS-DECK'COVERBOARD FULLY ADHERED MODIFIED BITUMEN ROOFING SYSTEM IS FULLY ADHERED TO 14' 'HENS-DECK'COVERBOARD FULLY ADHERED TO MIN.3'CONTINUOUS LAYER OF EXTRUDED POLYSTYRENE INSULATION SUCH AS DOW 'STYROFOAM' 43 o ADHERED TO MIN.3'CONTINUOUS LAYER OF EXTRUDED POLYSTYRENE INSULATION SUCH AS DOW'STYROFOAM. BRAND'DECKMATE PLUS WITH FA'IN TURN ADHESIVELY ATTACHED USING'OLYDDND 011500' INSTALLED 12'EA. 43 6 BRAND'DECKMATE PLUS WITH FA'IN TURN ADHESIVELY ATTACHED USING'OLYBOMD OB500'INSTALLED 12'O.C. - ____ ___ 1 AS �. TO I BEADS DR'OLYBOND CLASSIC' FULL COVERAGE TO MIK 2'LAYER OF CONCRETE TOPPING 6 1 AS % TO]I4'HEADS OR'O.YBOND CLASSIC'FULL COVERAGE TO MIN.2'LAYER OF CONCRETE TOPPING -- - POURED OVER PRE-CAST CONCRETE PLANKS. THICKNESS OF TOPPING VARIES FROM 2'TO 6' TO CREATE d %::i��l d POURED OVER PRE-CAST CONCRETE PLANKS THICKNESS OF TOPPING VARIES FROM 2'TO 6' TO CREATE SLOPE TO ROOF DRAINS AND EMERGENCY OVERFLOW SCUPPERS ALONG NORTH BUILDING WALL. ALL NOTED ;,� 2 SLOPE TO ROOF DRAINS AND EMERGENCY OVERFLOW SCUPPERS ALONG NORTH BUILDING WALL. ALL NOTED MATERIALS TO BE INSTALLED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH �. � ',' ?` MATERIALS TO BE INSTALLED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH CONCRETE CAP `� F FT R N . . ALL ROOF EDGE COMI 2 d c ,:- i._., :.. "._, • 4 L UA VULKEM 101/102 4 A -__ __ __ ___ ---- MHRNE WILL INN. CONCRETE FACE,DYER TOP DF PARAPET WALL, NO DOWN INNER FACE OF WALL TO TOP OF o 1 o - CONCRETE FACE,OVER TOP OF PARAPET WALL,AND DOVN INNER FACE OF WALL?0 TOP OF ROOF INSULATION. 2 APPLICATION OF INSULATION TO INCLUDE PERIMETER CANT STRIP. APPLICATION OF ROOF ME A 2 APPLICATION OF INSULATION TO INCLUDE PERIMETER CANT STRIP. APPLICATION OF ROOF MEMBRANE WILL DR TURN RUN OVER CANT STRIP AND UP AND OVER TOP ON PARAPET WALL. MEMBRANE AND TOP OF WALL TO BE 1 d •> �. w TURN RUN OVER CANT STRIP AND UP AND OVER TOP OF PARAPET WALL. MEMBRANE AND TOP OF WALL TO BE T T ...,..'- 13F -'- " ° < - -------------- ---_--- --'r-- ___-- -- - -- ---__ - -- - AP TO BE SHAPED WITH DRIP CUT AS SHOWN.STUCCO AT WALL BELOW TO BE • <,>-� UVLKLIJ CAST CONCRETE CAP TO EXTEND TO FACE OF STUCCO AT - .° °P,' �. ', a ,. ,. OPPOF VALL ED WITH 0 BE COVER BY PRECAST C13NCRE E CA TO EXTEND TD FACE OF STUCCO AT EXTER1O WALL OF STEAM " MALL AND ROOF. C - '�� - °`n d -_ WALL AND OVER ROOF. CAP TO BE SHAPED WITH DRIP CUT AS SHOWN.STUCCO AT WALL BELOW TO BE : 12 TERMINATED WITH PVC'J'BEAD AT FROM PRECAST CAP TO ALLOW FOR HACKER ROD AND SEALANT. n- . .. J�' 1 2 ° c " TERMINATED WITH PVC•J'BEAD AT�P FROM PRECAST CAP TO ALLOV FOR HACKER ROD AND SEALANT. .' . ` SEALANT TO BOND TO UNDERSIDE OF LAP FLASHING. PRECAST CAP TO BE SET SUCH THAT PRE-DRILLED a , ,' s" ROOM BEYOND " 'r� 3 1 � � ., < ^ .-: SEALANT TO BW TO UNDER OF F ASH T - LED ''� :� ___. ____ �'�....._._.._ ''� _-� 3 R RODS SET INTO AND PROTRUDING FROM CONCRETE MALL PENETRATION OF .l„-•; :' - ;' I ,: '' 31 D SIDE .LAP L IMG PRECAS CAP TO BE SET SIKH THAT PRE DRIL -_-_. __._ WALL OF STEAM -- "_.-___-__ i•%� RECESSED HOLES AT CAP FIT OVER-'�- `^ .'t d ° •° °• .° > d 3 RECESSED ROLES AT CAP FIT OVER RODS SET INTO AND PROTRUDING FROM CONCRETE WALL. PENETRATION OF - -- --------- - - --- ---- _-- - RODS THROUGH REINING MEMBRANE AND LAP FLASHING TO BE SEALER SPACING OF RODS TO BE 2' OC.MAX. ._. - .a - �� °� �° �- .^ "^"` DS THROUGH ROOFING MEMBRANE AND CAP FLASHING TO BE SEALED. SPACING OF RIDS TO BE 2'O.C.MAX. M � co WITH MIN.2 PER CONCRETE CAP PIECE HERE CONSIDERED 4'LEND. CONCRETE CAP TO BE SET 1N MATERIAL 'a -1�2�+�- - THAT WILL BOND CAP TO RODS AND HENCE TO WALL AND PROTECT RODS FROM SALT.STUCCO AND CAP TO BE RD R00 BEYOND ' �� .. ��-: WITH MIN.2 PER CONCRETE CAP PIECE WERE CONSIDERED 4'LEND. CONCRETE CAP TO BE SET IN MATERIAL ° :' ¢ - d Z - ° ..': L. _-__:::- - --""-"" -:- -----"-" -- --- -- 0-' - EXTERIOR WALL TO BE COMPOSED OF MILDEW RESISTANT WHITE PIGMENTED ELASTOMERIC COATING COMPOSED THAT WILL BON➢CAP TO RODS AND HENCE TO WALL AND PROTECT RO➢S FROM SALT STUCCO AND CAP TO BE ��? z a -- --- MAY VARY N11H ROOF OPENING WIDTH . `o :!: _ Q - '''.° EXTERIOR WALL TD BE COMPOSED OF MILDEW RESISTANT WHITE PIGMENTED ELASTOMERIC COATING COMPOSED W w ]" -rI ff VIP 8000 SERIES W/ 1200 SERIES PRIMER APPLIED PER 10 YRS WARRANTY SPECS AT 16 MILS DFT FROM 2 M o a S OF VIP 8000 SERIES W/1200 SERIES PRIMER APPLIED PER 10 YRS WARRANTY SPECS AT 16 MILS➢FT FROM 2 - °°' C--) c. ¢ STONE VENEER P�QZ - 4 CHATS USING 1 GALLON FOR EVERY l00 SF EACH COAT.COATING APPLIED TO SND FINISH STlJCCO MIN.7/8' •y U ° OATS USING 1 GALLON FOR EVERY 100 SP EACH COAT.COATING APPLIED SAND FINISH STUCCO MIN.7/H THICK APPLIED OVER METAL LATH ATTACHED OVER FLUID APPLIED 'VULKEM'101/102 OR 430 VATERPROOFER F °• �" °., W 4 , °., . 4 THICK APPLIED OVER METAL LATH ATTACHED OVER FLUID APPLIED*VULKEM'101/102 OR 450 VATERPROOFER - _____ --- . ____ - - CONCRETE WALL DOWN TO TOP OF GRAVE BEAM.SEE STRUCTURAL DRAWINGS �, ° . '• `: .. -M- } ° '' BEAM.SEE STRUCTURAL DRAVIN - -_ -- .. I. W TO POURED-IN-PLACE STRUCTURAL CONCRETE WALL DOWN TO TOP OF GRADE GS - �-." --- --- --- ----- ---- -..,- ---- - --- -- -' -y' - Ft7RPALLECONCRETE H[CKNESSES,RENFINtCING,AND CONNECTION DETAILS. . :° ' 3 x . eP 'd (/) OR ALL CONCRETE THICKNESSES,REINFORCING,AND C13MUECTION DETAILS. N � d 1] PVC REVEAL A �` �• ° 17 5 PVC DRIP SCREED EDGE INSTALLED TO BREAK VERTICAL STUCCO FACE FROM HORIZONTAL SEE NOTE 47. °` a _r 10 CC 5 PVC DRIP SCREED EDIT INSTALLED TO BREAK VERTICAL STUCCO FACE FROM HORIZONTAL.SEE NOTE 47. --- a. 4° $ - ,6 . IN STUCCO 30 ZO O d 6 ry d . 17 4• 6 KER R13D AND SEX a d (J7 0 7 AT INTE IDR GYP.BOAR FINISH,USE•T'SHAPED TRIM SUCH AS FRY REGLET -50-1125 WHERE LING �_ i_-- _ A INTE IDR GY BOA D FINISH,USE'T'SHAPED RIM SUCH AS FRY REGLET T M-50-1123 WHERE CEILINGS a _ 7 T V F R T A P t o 1\ __ __ .o w Z Z o+ MEET T Y F :a i _- 8 POURED-IN-PLACE'CONCRETE BEAM-SEE STRUCTURAL ])RAVINGS FOR SIZE,SHAPE AND REINFORCING. n :'i 7 W = 8 POURED-IN-PLACE CONCRETE REAM-SEE STRUCTURAL DRAWINGS FOR S12E,SHAPE AN➢REINFERCWG 41 _ --- _ : cD a M h= 1 0,, 6. ' "' :-' Z F- - VINYL CLAD WOOD WINDOW PER WINDOW SCHEDULE AND NOTES TO BE INSTALLED PER MANUFACTURER'S - '- :' L CLAD WOOD WINNOW PER WINDOW SCHEDULE AND NOTES TO BE INSTALLED PER MANl1FACTURFJR'S "' --�" p W W -_ RECOMMENDATIONS.SCREW VINDEV FLANGE INTO 2x PRESSURE TREATED W000 BUCK AFFI%ED TO CONCRETE "` 1. :'.,6 � Q C.) C d RECOMMENDATIONS.SCREW WINDOW FLANGE INTO 2x PRESSURE TREATED WOOD BUCK AFFIXED TO CONCRETE ..42 _ Q O I-F-Z - - WALL. PRIOR TO INSTALLATION COAT CONCRETE WALL WITH MEMBRANE 'VULKEM'101/102 OR 430 .� . " e' a M - d 5 J 1$ WALL. PRIDR TO 1NSTALLATIDN COAT CONCRETE WALL WITH MEMBRANE 'VULKEM'101/102 OR 430 d 4 G •¢J - - d Q 6 $ VATERPROffER AND TO TURN INTO OPENING AND LOVER EXTERIOR FACE OF BUCK. INSTALL V[NDOW FLANGE d. d ?__.• I. 4 VATERPRCOFER AND TO TURN INTO OPENING AND COVER EXTERIOR FACE OF BUCK. INSTALL WINDOW FLANGE a ,e w d `��'- - OVER MEMBRANE, COVER AND SEAL FLANGE TO FACE OF MEMBRANE WITH STRIP OF 'PERM-A-VALL'OR EQUAL :! : a ,, .,. Cn 6 9 lO" OVER MEN] E COVER AND SEAL FLANGE TO FACE OF MEMBRANE WITH STRIP OF'PERM-A-VALL'OR EQUAL d d3 21 . 30 Q 9 SEALING TAPE SUCH THAT FLANGE IS COVERED AND TAPE EXTENDS MIN. V ONTO MEMBRANE COATING. APPLY 4 G a 9 SEALING TAPE SUCH THAT FLANGE IS COVERED AND TAPE EXTENDS MIN.1 ONTO MEMBRANE CEATIN6�LYPLY r/;' 10 j : �, 3 11 STUCCO OVER MEMBRANE AND OVER TAPE TO WITHIN UE'O' WINDOW FRAME AT FEAR AND JAMBS. APPLY ___ _____ _ '' d MEMBRANE AND OVER TAPE TO WITHIN Jd'OF WINDOW FRAME AT HEAD AND JAMBS. A {� 1 ' !b. - CD71 L—J S BACKER ROD AND'VULKEM 921 I'PART POLYURETHANE SEALANT WITHIN GAP. AT EXTERIOR SILL SET : 42 - 1 ''-'" 1 5 d d. d S17ACKERRDD AND'Vl1LKEN 921 I PART POLYURETHANE SEALANT WITHIN GAP. AT EXTERIDR SILL,SET + ' a. , ',d - = a a a d .v e m PRE-CAST SILL IN MASTIC EVER TAPE AND MEMBRANE. WINDOWS TRIMMED AT INTERIOR JAMBS AND HEAD DETAIL,. 7 Z p DLi'PIP�,V - PRE-CAST SILL IN MASTIC OVER TAPE AND MEMBRANE. AS SHOW TRIMMED O INTERIOR JAMBS AND HEAD F 1�-O" _ ,�_i.,_ _ H 1x4 WOOD CASING.INTERIOR SILL TO BE TRIMMED AS SHOWN WITH WOOD OR STONE STOOL E%TENDING 4 O Z WITH 1x4 WOOD CASING,INTERIOR SILL TO HE TRIMMED AS SHOWN WITH WOOD OR STONE STOOL E%TENDING"'2" ' �' - - '_'_ '. q ' Q lEITBEYOND CASING BETWEEN INSIDE EDGES DF JAMBS E%TERIDR DOORS TO HE TREATED SIMILARLY. Pn (n 3 BEYOND CASING BETWEEN INSIDE EDGES OF JAMBS EXTERIOR DOORS TO BE TREATED SIMILARLY. __ d -'� DEIPAII, "'-- �" d DETAIL DETAIL 4d 6". 1$ $` W = _-_-- - a: f0 CUT STONE[R PRE-CAST CONCRETE SILL WITH DRIP EDGE ALL COATED IN CLEAR WATER REPELLANT SEALER. . IO CUT STONE OR PRE-CAST CONCRETE SILL WITH DRIP EDGE ALL COATED IN CLEAR WATER REPELLANT SEALER. ----- ' ' d -- � = ° d VINYL L W L INSTALLED N A V L AN e p y 11 FLASHING WITH END DAMS GEQUAL STO'JAMSILL GUARD'E SET INMASTICOVER WATERPROOF RNMEMBRANE EEQUALN 6" 1'-0" d 6" 4 11 FLASHING WITH END DNS EQUAL TD'JAMSD-L GUARD'SET IN MASTIC OVER WATERPROOF MEMBRANE EQUAL ¢� /_ - 1 'H A L N LA LJA L M NUN ,V- 'H ANL L A L U A Y M MOUNTED TO 1-1 b a /. 12 STRUCTURAL CONCRETE PER MANUFACTURER'S RECOMMENDATIONS SEPARATE STEEL FROM CONCRETE WITH A ' EOPR EA NG PA d 12 STRUCTURAL CONCRETE PER MANUFACTURER'S RECOMMENDATIDNS, SEPARATE STEEL FROM CONCRETE WITH A GARAGE 21 1 5 17 13 9('x11•W000 BASE / d 13 4'x8 v00➢RASE 8• 1 4 TLG TRADITIONAL WOOD FLOORING TO BE INSTALLED OVER VAPOR BARRIER OVER 'TLG PLYVD _- 4 .a 1-0" 6" V-O" 6" . d TLG TRADITIONAL WOOD FLOORING TD BE INSTALLED OVER VAPOR HARRIER OVER 'TLG PLYWD , ir d / $ 14 11 14 OVER VAPOR HARRIER OVER CONCRETE AS SHOWN.WOOD FLOORING SHOULD BE HELD AWAY FROM WALL ----_ / 21 42 / 21 14 OVER VAPOR BARRIER DYER CONCRETE AS SHOWN. WOOD FLOORING SHOULD BE HELD AWAY FROM WALL BENEATHA TOA DV EXPANSION. 13 ALUM.FLASHING AT TOP O. STONE VENEER EXTENDS LP WALL MIN. 4'BEHIND STUCCO. - a a , 15 ALUM.FLASHING AT TOP OF STONE VENEER EXTENDS UP WALL MIN. 4'BEHIND STUCCO. DETAIL DETAIL � �\ ZS 16 POURED-IN-PLACE CONCRETE GRADE BEAM- SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING DETAILS. d 29 - d DETAIL 16 POURED-IN-PLACE CONCRETE GRADE BEAN SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING DETAILS. K A W N L N N- R A W H L X d `" - d d ', K H V N- V A Y LATEX PE ADDITIVE OVER WATERPROOF MEMBRANE C TPOSE.OF'VULKEM 10L, OR 430 WATERPROO'ER'E " // _ ADDITIVE OVER WATERPROOF MEMBRANE COMPOSED OF 'VULKEM 101/ t02 OR 450 WATERPROOFER'E 21 `< / WITH ___ - -- ._ _-. - CONTINUOUSLY MERGES --�- .-- ;: VATERPRmFER APPLIED TO HORIZONTAL SLOPING CONCRETE TOPPING AND CON 11 11 • • 12 Ln 17 XTERPROONER APPLIED TO HORIZENTAL SLOPING CONCRETE TOPPING AND CONTINUOUSLY MERGES WITH _ - - - - ___ ____ l7 EXTERIOR WALL APPLICATION AT VERTICAL SURFACES INCLUDING FACE OF BEAM AT HALCDNY EDGE.BUT NOT ..:•P N EXTERIO!VALL APPLICATION AT VERTICAL SURFACES INCLUDING FACE OF BEAM AT BALCONY EDGE,BUT NOT . _ .. .. , �.� :_. .. .. r� HORIZONTAL SOFFITS. APPLY ALUMINUM METAL DRIP WITH HEMMED EDGE ATOP WATERPROOF MEMBRANE UNDER ��. --- �.--- ," -; - 4 HORI20NTAL SOFFITS. APPLY ALUMNIN METAL DRIP WITH HEMMED EDGE ATOP VATERPRmF MEMBRANE UNDER d ' :" :.v.: • TILE AT BALCONY EDGE TO DIVERT SURFACE WATER BEYOND ELASTOMERIC COATED STUCCO FACE. -- - //;'- -- !_`- ._',_�._�_. 42 .. �. ,;. _'� � -- ttLE AT HALCO Y EDGE T IVERT SURFACE VATERBEYOND ELASTOMERIC COATED STUCCO FACE. n 111 WALL INTERIOR IS TO BE IY GYPSUM BOARD OVER 2x VOID FURRING WITH IW EXTRUDED POLYSTYRENE RIGID °-.- - -r - -i- -- �° IH LL WTER BE)E'GYPSUM HOARD OVER 2x WOOD FURRING WITH IW EXTRUDED POLYSTYRENE RIGID IMSULAIIUK o /' 2 •Yr�J 9 o d d �' •. L V N AL VA d / _- _ - - _ -" d VA IORrytS TO '' r_ v a ... a. 19 BARRIER(SUCH AS'BARRIER-BAC'PER ASHE3743 CLAS OVER CLEAN COMPACTED FILL TREATED FOR _--- I_ a .-: ..: d ,' L V L 1N UAL A A VA 21 i Ch 19 BARRIER(SUCH AS'HARRIER-BAC'PER ASTNEI745 CLASS A)OVER CLEAN COMPACTED FILL TREATED FOR a' .+ TERMITES WITH TERMADUR. SEE STRUCTURAL DRAWINGS FOR THICKNESS AND REINFORCING DETAILS. ^i - a 12 17 17 12 TERMITES WITH TERMADOR. SEE STRUCTURAL DRAWINGS FOR THICKNESS AND REINFORCING DETAILS. d 10 d o +: .• : ' . .. ALV L A V A WALKWAY AL H U L S - - ! ___ __ __ _ ., - _ 4., 4" TMEW DETAIL DETAIL 20 ERE WILL ST1P AT LEVEL OF FIRST FLOOR SLAB AND OR MIN.6'ABOVE GRADE WHERE WALL MEETS SOIL --, -- e' I' - -- - ° a 20 FERE WILL STOP IALL AT LEVEL OF FIRST FLOOR SLAB CCUAND ER MIN 6'ABOVE GRADE WHERE VALL MEETS SOIL 33 d 'e. G° . —_ROST T R T ROTECT ON - - c d _ i . RRAPMWER COATED IN CLEAR WATER REPELLANT SEALER TO BE VERTICALLY SUPPORILD BY a - --_-_- d a V A L A VA CLAN AL VERTICALLY BY ----- -: - / _,I.;"" ',._ ..._ . _ _ _. d 'a HAUNCH AND TIED HACK TO CONCRETE WALL WITH STAINLESS STEEL BRICK •° a .. 17 GRADE BEAM D.C.CONCRETE WALL HAUNCH AND TIED BACK TO CONCRETE WALL WITH STAINLESS STEEL BRICK _ - - � - GRADE BEAM D.C.CONCRETE WALL UNC ''.-,----:- • • ❑ TIES AT 24'O. EACH WAY. PROVIDE 2'AIRSPACE BETWEEN WATERPROOFED CONCRETE WALL AND VENEER. 1$ _-' - -__-I ""-""-""' I TIES M F O. EACH WAY.WITH GROUT 2'AIRSPACE BETWEEN WATERPROOFED CONCRETE WALL AND VENEER. LL .:i ' 4 21 BOTTOM OF CAVITY FILLED WITH GROUT COVERED WITH FLEXIBLE TFROLIGH WALL FLASHING TO DIVERT _:_ :._ ___: -_:. � - -- - -' - v ''`�� BOTTOM OF CAVITY FILLED WITH GROUT COVERED VITN FLEXIBLE THROUGH WALL FLASHING TO DIVERT d ! - -' •. „ s 25 WATER THROUGH ABOVE GRADE WEEP OPENINGS AT STONE GROUT. WEEPS TO BE SPACED AT 24'D.C. -""-- _ _ d a - 6 d d d � 6 I WATER THROUGH ABOVE GRADE VEEP OPENINGS AT STONE GROUT. WEEPS TO BE SPACED AT 24'D.C. _ a ¢� -- d d d a -- c .4 L L H L R ALL L UNLESS 4 °° 3 „ SLOPE N IZINTALLV. . __ - -- _ d �" � ,. 22 L L U L U H NAL N R C L ALL ,UNL _ _ _ .. U $ -Pry- -- OTHERWISE NOTED) C l d ---- - a° O .d d. .a . 22 OTHERWISE NOTED) 0 0 d 18 - d e --- --- Q . z _. _..' -" I w ,,," :,:.: 23 CUSTOM FABRICATED ORNAMENTAL STAINLESS STEEL OR ALUMINUM CHIMNEY FLUE AND CAP -- .. . - c ' . I i--- -- 29 a 1 23 CUSTOM FABRICATED ORNAMENTAL STAINLESS STEEL DR ALUMINUM CHIMNEY FLUE AND CAP 13 a 4 c� O a - - e 4 Q d a d d - III --- � _ ._ - d --- • -r -- - +>. ` -, :'." .0 a CERAMIC OR PORCELAIN TILE OR STONE SET OVER 1•MORTAR BED OVER CONCRETE SLAB AT INTERIOR. ADD C d :__:_:- w • Z 1- 3-') ,_ - 6 24 CERAMIC OR FIRMAN TILE OR STONE SET OVER 1'NORIA 0 OVER CDNCR TE SLAB A INTERIOR, ADD __ _ 24 - � ; 30 __ Q U - . ". a.. ..d. ,: WAT RPRO EM AN OR R B8 R PAN ➢ER MORTAR AT HOVER ATI NS. .--',-- a" -I, -' - d .. _. _ WATERPROOF M N I'll PN UN R N RTAR AT SH WER CA IDMS. 22 10 4 = w A AL NY L V LL H ALL 4 Nu A A d e ° a. ¢ A AL Y ALOlf H LL NU U A _. a ----- _. - ........: '. - - J ... w .e '_ - .'', .. i i d'. TOPPING TO CATCH SURFACE STORM WATER AND C __ C.J +, .. 0„ ?� STEGMEIER FLOWMASTER A/T SET WITHIN TILE AND CONCRETE TOPPING TO CATCH SURFACE STORM WATER AND d __ - ___ -- -- - d STEGMEIER FLOWMASTER A/T SET WITHIN TILE AND CONCRETE OPP WAIN To PORCH AREA I :......"." ...._""_', 4 t d W .. , . ' .,, '• _ ;,. -' 25 DNERT TO 3' DIA.PVC PIPES SETIN CONCRETE.. WATER DIRECTED VIA PVC PIPE E%TENDING li'BEYOND -- a ° .e - d 2S DIVERT TO 3' DIA PVCPfiES SET IN CONCRETE. WATER DIRECTED VIA PVC PIPE EXTENDING M'BEYOND _ 1¢ " ] �- (n a . .. ..[..: T 1 T Y T __ Q a .Q. --- "C 21 1 Y . f. _ __ .. .. d - - d °p 3 -'+ 'a a 26 CERAMIC OR PORCELAIN TILE OR STONE SET IN MORTAR BED OVER CONCRETE STAIR TREADS AND RISERS. ----- .d- - e .d I d' C 'm 26 CERAMIC OR PORCELAIN TILE OR STONE SET IN MORTAR BED OVER CONCRETE STAIR TREADS AND RISERS. „ -I . . 2 .. 4 S E R 0 .;.'. '"., .. .. .'. ...,. ° a.7 o d O d d '�. TEMPERED GLASS N LL PAN PO SAFETY ` --' . _ � p � Z p . � ;.. . .� ,. ,. ,,., 4 HIGH H PANELS A L W H A V ----', � O • ' '� I-- 4 d � � � 48'H STAINLESS T L WITHLS SAFETY E WITH 1$ -1 O Z 27 LATCHES AT ALL GATES.POSTS TO BE SURFACE MOUNTED TO CONCRETE,SEPARATED BY NEOPRENE BEARING - d d I .. a d Q"A A. 27 LATCHES AT ALL GATES.POSTS TO BE SURFACE MOUNTED TO CONCRETE,SEPARATED BY NEOPRENE HEARING d PATTERN x LA a d d - - C a o A 1 xlINSTALLED LLr MANUFACTURER'S RECOMMENDATIONS FOR MAXIMUM WEATHER PROTECTION IN A CAUSTIC ENVIRONMENT.BLOCK TO C d C e \ c MANUFACTURER'S RECONMENDATIDNS FOR MAXIMUM WEATHER PROTECTION [N A CAUSTIC ENVIRONMENT.BLOCK TO __ - 211 FILL VOID AT CURVED CONCRETE WALL. ADD REINFORCING,EXPANSION JOINT MATERIAL,AND STRUCTURAL - Q d � . d Z1 28 FILL VOIE AT CURVED CONCRETE VALL, ADD REINFORCING, EXPANSION JOINT MATERIAL,AND STRUCTURAL 47 a Q 3 a .d �' ANCHORS AT GLASS BLOCK TO STIFFEN AND BRACE VALL AS REQUIRED TAKE CARE TD PROVIDE COMPATABLE e e -- e d d ° ANCHORS AT GLASS BLOCK TO STIFFEN AND BRACE WALL AS REQUIRED.TAKE CARE TO PROVIDE COMPATAHLE N d Q 4 __ da e 'd C . - $ d . a e _ d LLA H LL INSTALLED V AN A - a d SURFACE STORM WATER PERCOLATION AND ROOF DRAIN COLLECTED TORN WATER DELIVERED BY INTERIOR d' d \�6" 6 NAND ROOF DRAIN COLLECTED STORM WATER DELNERED BY iNTERiDR . . + L S a _ SURFAfE STORM WATER PERCOLATID • ' 5 1 O RAIN LEADERS.RAIN LEADERS TO TORN THROUGH WALL BELOW GRADE AND TIE INTO T-SHAPED PVC JOINT --'', 4 d d --:'',, .Q 1] 8" 6 RAIN LEADERS RAIN LEADERS TO TURN THROUGH WALL HELOV GRADE AND TIE INTO T-SHAPED PVC JOINT .,'. � ' 29 CONNECTING SURFACE DRAIN AND CONTINUOUS HORIZONTAL PIPE ALONGSIDE GRADE DEAN ENCASED IN 4A -J_:_"- -- - - '_-' -w -� 1-__--"""� .. """ - ---- -'---- .- --- d . ' a Q� 29 CONNECTING SURFACE DRAIN AND CONTINUOUS HOR120NTAL PIPE ALONGSIDE CitAfE BEAM ENCASED IN.4A a 1 d 10 _- d AVEC HED 02/SY NONWOVEN NEEDLEPUNCFED IB:OTE%TILE EQUAL TO US FABRICS'US115NV'SURROUNDED BY GRAVEL HED , _-__ ____, - ._.__ __ ---- ____. -"I --- .a 02/SY NONWOVEN NEEDLEPUNCHED GEDTEXTILE EQUAL TO US FABRICS 'US115NW'SURROUNDED BY GR '�//jam\\/I 6 DETAIL DETAIL 5 IN TURN ENCASED IN SAME CLOTH. CLOTH OVERLAPS ITSELF BY 6•. SURFACE DRAIN TO ACT AS CLEAN OUT -_ __--- , -_- o Cd d e IN TURN ENCASED iN SAME CLOTH. CLOTH OVERLAPS ITSELF BY 6'. SURFACE DRAIN TO ACT AS CLEAN OUT ' �/' u4 PVC REVEAL F A T T -- d d. d ANO FFE E ASH P VE F V TO ST ET. •GYPSUM CEILING HOARD AFFDED TO HANGING METAL CHANNELS ATTACHED H 24.O.C.TO BOTTOM OF '- -- ----- -' ' ' .d GYPSUM CEILING HOARD AFFIXED TO HANGING KETAL CHANNELS ATTACHED l 24'D.C.TO IETIDM O" •.'< y e IN STUCCO TO NhL W C RTE STR TtR P S I c 30 T ' - e .°, TO LIMIT GENERALLY ALIGN UNINTERUPTED AREA OF STUCCO TO 100 SF.UBM CONTROL JOINTS TO CONSIST OF TVO PVC'J'HEADS HY VINYL 1 2 C 1 6 Z 6 C. d 2 O UNINTERUPTED.AREA OF STUCCO TO 100 SE CONTROLR JOINTS TO CONSIST OF TWO PVL 'J'T or SUBCONTRACTOR BUT IN -BEADS 8Y VINYL TOP OF CONIC TOP �, CORP.SPACED 1E'APART OR AMOCO 2-PIECE CONTROL JOINT AMEJ780 500 SUCH THAT SPACE BETWEEN PIECES 3-J a 31 CORP.SPACED W APART OR AMICO 2-PIECE CONTROL JOINT AMEJ700-500 SUCH THAT SPACE BE PIECES 'O IS FILLED WITH BACKER ROD AND SEALANT STRUCK FLUSH WITH STUCCO TO OBSCURE APPEARANCE AND G IS FILLED WITH BALKER RO➢AND SEALANT STRUCK FLUSH WiH STUCCO TO OBSCURE APPEARANCE AND o [� 1 1 j$ COVERED WITH UNIFORM ELASTOMERIC COATING. SEALANT TO BE COMPATABLE WITH BOTH'VULKEM• DETAIL DETAIL - 9 d DETAIL COVERED WITH UNIFORM ELASTOMERIC COATING SEALANT TO BE CDMPATABLE WITH BOTH'VULKEM' 3 AND UNDERSIDE 0 jV-t ; IWATERPROOFER Q11r. ° PROJECTING BALCO d 32 EXPANSION JOIN V..95T WILL RECEIVE AS C CAP LL WITH SEALANT. SEALAN CANN TOI 92 EXPEANSIOND INT MATERIALN WILL CEIVE PLASTIC C FILLED WITH SEALANT. SEALANT CANNOT TOUCH 9 - 13 _ _ A V LL U ry ALL U WITHIN L . v22 DETAIL DETAIL, ° 33 AND CONCRETE TAB TD CATCH SURFACE STORM WATER AND DIVERT TO OPEN ENDS AT NORTH AND SOUTH 33 AND CONCRETE SLAB TO CATCH SURFACE STORM WATER AND DIVERT TO OPEN ENDS AT NORTH AND SOUTH DETAIL 30EAST WALL I] HOUSE INSTALL CUNT 41 WIDE PVC 7 ` Q a 10 -F PRECAST N NAN& LEDGES. c AN V N WALLS A L ¢ 3'-3'FRON POINT TO POINT OF SHAPE AND DRAIN TO YORTH END THROUGH CHANNEL OPENING AND SCUPPER 3'-3'FROM POINT TO POINT OF SHAPE AND DRAIN TO NORTH END THROUGH CHANNEL OPENING AND SCUPPER _ d 13 — 34 T PARAPET WALLS. PARAPET WALLS EXTEND ABOVE ROOF AND SLOPE WITH ROOF TO MAINTAIN 4'-0'PANEL 34 AT PARAPET WALLS. PARAPET WALLS EXTEND ABOVE ROOF AND SLOPE WITH ROOF TO MAINTAIN 4'-0'PANEL .a . 22 d DIMENSION AS SHOWN IN ELEVATIONS. ROOF COMPOSED OF TYPICAL MEMBRANE AND INSULATION SET DIRECTLY DIMENSION AS SHOWN IN ELEVATIONS.. ROOF COMPOSED OF TYPICAL MEMBRANE AND INSULATION SET DIRECTLY TO CRE AN R INSTAL T N 0TH RWI E IDENTI TYPIC . Tq CO RET ANKS. INSTAL AT N TH I ICL TYPIC GARAGE 40 44 1$ m 1] L H L A U A OUTSIDE GARAGE L N L A A U RI FIE M44E [INS, d a 24 17 24 CONCRETE CURB TO BE CREATED OVER TYPICAL CONCRETE TOPPING AND TO EXTEND MIN.9 ABOVE FINISHED CONCRETE CURB TO BE CREATED OVER TYPICAL CONCRETE TOPPING AND TO EXTEND MIN.9'ABOVE FINISHED -. r __ „ 35 ROOF TD RECEIVE TYPICAL ROOF TERMINATION AND FLASHING.ROOFING EXTENDS lP AND OVER TOP OF _ _ ! -- -- 3S RECEIVE TYPICAL ROOF TERMINATION AND FLASHING.ROOFING EXTENDS UP AND OVER TOP OF 19 4O Qe d 4 . PARAPET.ALINININ OR VINYL FLASHING COVERS CURB AND ROO IMG PER MANUFACTURER INSTALLATION 2$ PPAARAPET.ALUMINUM OR VINYL FLASHING LOVERS CURB AND ROOFING PER MANUFACTURER INSTALLATION - - a 33 19 RECOMMEND &FIREPLACE WITH 361 OPENING WIDTH TO RECEIVE ISDKERN FLUE PENETRATING POURED `" N L H N H V N U -- __--- �- -P„ .c - RMINATED WITH ORWIMENTA STAINLESS ST -„ -__",- __ ', � �� _ �'.e �� ETE SHAFT VIT STOH VE ER. E TO B RTE OFFI OFFICE 36 CONCRETE SHAFT WALL WITH STAKE VENEER. FLUE TO BE TERMINATED WITH ORNAMENTAL STAINLESS STEEL ° 36 ONCR VALL H E NE FLU L L S EEL CE 1 1 32 16 C a N WAFT PLAC VITN 411' ENIN RECEIVE INSULA E➢M TAL ELLE TO TERMINATED 1 6 32 N P WWpIp V T L NA ° u - d a . . C 37 WITH ORNAMENTAL STAINLESS STEEL CHIMNEY FLUE TD BE FLASHED AT ROOF PENETRATION AND WIRE BRACED 2 d 37 WITH ORNAMENTAL STAINLESS STEELCHIMNEY FLUE TO BE FLASHED AT ROOF PENETRATION AND VIRE BRACED O - - d d � a d. d d a Y L AL N L L A U A A LEVEL T A -- ' a - a FRONT YARD AS SHOWN. GENERATOR HOUSED AT ROOM IN GARAGE AND VENTED PER MANUFACTURER'S -- - -- -- _ d', a. d d 38 FRONT YARD AS SHOWN. GENERATOR HOUSED AT ROOM IN GARAGE AND VENTED PER MANUFACTURER'S 'd d _ d d RECOMMENDATIONS FOR BOTH EXHAUST AND COMBUSTION AIR SUPPLY.PROVIDE APPROPRIATE OPENINGS AND 38 SLOP � 13 . :, �',, - _ __ - -__- , ��.___ d � a - � d. c a d d � Q t; °c RECOMMENDATIONS Al1S Bl1S 0 IDE APPROPRIATE OPENINGS AND d - d d .1 4 - -- - ----- 19 d d _- Q 39 INTERIOR WALL AT S EXTERIOR I D GARAGE T RECEIVE TRU ED STY OF AM INSULATION A FURRING HANNELS a 4. d C. 4S m 45 1] NVALLA FORBOTH EXHAUST T COMBUSTION Ti PRMV N UL PPRO RATE O N IN HANK L a ALL ARMAn AS IF d . --- -- -' - - _ a ' 39 A� d __ 29 d -0 . a ?. F R "--- - -' /n _ d __I 19 - - -- '' 10 GARAGE INTERIOR TO HE PAINTED CONCRETE ALL AROUND OR AS SPECIFIED HY OWNER. __ I-1 n nr eeeurrn Toru un Ino Ie�epmrnrirn wv nvuco A AN .- n ° I I a d d _':i 1 1I - 1 1 ° 1 -- - - ° - . d - " a d -- a 17 - _.._ 9 ___ .___.I i. i____ ___ �__. __ ___ _ -- :___ _ 41 CONCRETE DRIP EDGE SHAPED FOR LAMINAR FLOW OF WATER - _ __ - -_-__ :--:_-- -- -. --_ 1 6 ------ _ ____ - _•" Q - - - 41 CONCRETE DRIP EDGE SHAPED FOR LAMINAR FLOW OF WATER ° d . - -.. -__ __ : __..... _- '- A L C. _-__ - . ------ "o' ----- ------- -----', - ---'', : 1$ � - . : d d, _.-.- SWIMMING P L C STRUCTURE T RECEI INSTALLATION F POOL MARCITE FINISHES AND EOLOP NT p : '',----- -_--I 42 PER SUBCONTRACTOR AND SEPARATE PERMIT APPLICATION SANDBLAST AND WATERPROOF ALL CONCRETE FACES --- ------ d '------- - --""-- ------'' -----' d C . ! O --- ----- ---' __- 42 PER SUBCONTRACTOR AND SEPARATE PERMIT APPLICATION. SANDBLAST AND WATERPROOF ALL CONCRETE FACES - a - - --'- --- ° - 4 I F Q -- d ---- '�, - d ---` -- -4 ----- ------ ------' '---- - :.. _ ND TS N S PRIOR TO P00 FINISH TA ATION. C d .° --- ' ____ --- � , d -___ _ - d - 43 HTENDR 0T ttW TO BE ONS D AT R OF RI RAN VERTICALLY OJECTING COF __._..I 4 : d -..,- -w ,. L I AN V ALLY - 4 ____ C11 Q Q C Q d -..-.-.-. C d d ACKPM WALLS --_ .._ 9 __:_ .0 r 44 PRIOR d d. _ _ a. . .. a 44 VH IL, A AN A A ALL V M / 1 4 50 d' � . -_---_ ..-... _ • d --. I ° ' - -- :. ... M T P T T :_ a Q, -_-.'. TILE OVER SQUARE ET LATEX MODIFIED MORTAR EVER DTIUM BRAND CEMENT UR-10 INSULATION BOARD OVER - . d a +. n .. .N-'.. 'd. .: . . ---- --- a' d� 'N TILE OVER THMSET LATEX-MODIFIED MORTAR OVER DUROCK BRAND CEMENT UNDERLAY BOARD OVER ' ' � � � ___- � a" -�---' I------ STYROFOAM SQUARE EDGE EXTRUDED POLYSTYRENE I LATIDN AT THICK F - E<V/ I ____-. d '------- .._.... - d .. ..... ...._- ---_'- a '_ ____ __._-. 2 I [M R 10 ITE WAIDN VALU e:. A ''�, �,, � � 45 5 PSI BEARING I ____.-"' '----- ^' � '.,�'' ��+.�� .:. � .� a., a'�°� + :a:a STYROFOAM SQUARE EDGE EXTRUDED POLYSTYRENE IN LLATiON AT 2'THICK FOR R-10 INSULATION VALUE CV/ _ d , _... ._._ CAPACITY)OVER MOISTURE BARRIER HERE CONSIDERED VULKEM CONCRETE VATERPROOFER d a __:. A " , , a o I' ,e 4S 25 PSI HEARING CAPACITY)OVER MOISTURE BARRIER HERE CONSIDERED VULKEM CONCRETE VATERPROOFER d ___ i - a _ u d '--- ',,_ '. d _ d 'd --- - :a! o .d' 4 , 4,. VER CONCRET T PP NG OVER AST SLA - -_.__ a -..I '___-- 46 LL FLASHING TERMINATIONS TO HAVE HEMMED EDGE PROFILE AS SHOWN FOR EFFECTIVE DRIP PERFORMANCE. - - - , n °' '___-- . I '- ----- 4 -- :..:_.'.- ------ e -- -----' d d L-- .4 ..a .q 46 ALL FLASHING TERMINATIONS TO HAVE HEMMED EDGE PROFILE AS SHOWN FOR EFFECTIVE DRIP PERFORMANCE -____ V __ -____ - ----. e ____' '_____ d d C. : .____. ____ d Q '. 4 ___ .-:.. V A H LN A A -N, __ 4A d46 . ... a d . : A. . .� r 0 IMTIDN VEEP SCREED AS AMIGO AMFVS 42S 7110 AT 6 MIN ABOVE PLANTED GRADE,2 PIE E EXPANSION11 _., „+ ',. . USE PVC STU CO TRIM PIECES AS REQUIRED SUCH AS BULLNOSE CORNER DEAD AS AMIC13 AMXI-BN, ------ d d a __ -----1 da d 1'.....".. I ! dd ..__._I __- _ _ C "!_, -' a �'__,- . t FOUNDATION VEEP SCREED AS AMICO AMFWS-425-780 AT 6'MIN ABOVE PLANTED GRADE.2-PIECE EXPANSION _ :. d ___ - ". G ° ----" e d JOINT AS AMOCO AMEJ780 500,AND 1 HORIZONTAL REVEALS AS AM[CO AMSR7S0 1000.PROVIDE DRIP SCREED __-___ � do ' ' I _I I__ ----- a . d ---- ! ____ a " d d 1 _-.. T ALL STUCCO SOFFITS AS FRY REGLET DS-875-V-875 WITH TRUE REVEAL OR SIMILAR PROFILE IN PVC ---I I- a __- - GARAGE JOINT AS AMOCO AMEJ780-500 ,AND 1'F13RIZONTAL REVEALS AS AMICO AMSR750-1000,PROVIDE DRIP SCREED 14 1S G 1 � d 47 GARAGE - - ? a -.---_ -----'� ------ .- "-', .... I, _ _-- i_---_--I : _-___ -- RODUCT.PREVIDE CONTOL.JOINTS AT STUUCO WALLS AS REQUIRED SUCH AS AT WALL OPENING CORNERS ND '- a �. AT ALL STUCCO SOFFITS FRY REGLET CICO W V 875 WITH TRUE REVEAL T SLUR PROFILE IN PVC - -""-"' _-- -"--- ------' ---- - ___ ----_- ---_ - -- --i--- ------ --- - TO LIMIT AREAS TO 1IK SF[R LESS OBSCURE CONTROL JOINTS HY HILLMAN V T OVER . -- --_., -__ '. '_-_-_,--,', _-__', __ - ____�, � -� -- � �. � �-'-�-�'�,� G ITB COMPATIBLE SEALAN �-' �' PRODUCT.PROVIDE CONTOL JOINTS AT STUlICO WALLS AS REQUIRED SUCH AS AT WALL OPENING CORNERS An . - ----- ---- -___I '. ____ _ -_i - _ ---- _ DETAIL TO LIMIT AREAS TO 100 SF OR LESS. OBSCURE CONTROL JOINTS BY FILLING WITH COMPATIBLE SEALANT OVER -- --- M -_.__. --_ _-___ -_-_-_, ____ ___., . i.____. -_ _ - - ''.._-_.-.-_ BACKER ROD AND STRIKING SEALANT SURFACE FLUSH TO WALL PLANE AND COVERING WITH ELASTOMERIC _-__., ____ .__-._'. '', _ '',.___- DETAIL -- ----- -_-I - ---''. ''.---- - L._ -I _._-__ ___ _____ ___ !. _._!. -_ _. ____ -__.�':-- ._..:.":.. ._-'. ____- .__ _ ___i _- - .-i� 1I -_--_ _____ :_..'__-. .:-_.._ - HACKER ROD AND STRIKING SEALANT SURFACE FLUSH TO VALL PLANE AND COVERING WITH ELASTDMERIC I - ---- A L A L A L Y. �TTDM OF SCUPPER PROVIDES BASE TO TRENCH DRAIN SUCH AS STEGMEIER FLOVMASTER A/T SET IN MASTIC BOTTOM OF SLIPPESTAINLEtS STEEL R PROFDGE CURB TO DRAIN BALCONY. VIDES BASE ASH'NG TO TT IRENCH➢RAIN IN SUCH AS STEGMEIER FLOWMASTER A/T SET IN MASTIC 48 TVEEN SECTIONS OF CONCRETE TOPPING AND TILE AS CONCRETE TRENCH.VULKEM 101/102 TO COAT TOP OF !II BETWEEN SECTIONS[F CONCRETE TOPPING AND TILE AS CONCRETE TRENCH VULKEM 101/IO2 TO COAT TOP RETE BENEATH TOPPING TO CONTROL WATER HERE.HERE PRE-ENGINEERED GLASS RAILING SYSTEM WITHIN STAINLESS STEEL FRAMES MEASURED AT 42'HIGH FROM DECK TO TOP OF RAIL IS SURFACE M13LNTED OVER - 48 CONCRETE BENEATH TOPPING TE CONTROL WATER HERE.HERE PRE-ENGINEERED GLASS RAILING SYSTEM WITHIN p p p T F p STA- ITINLESS STEEL ME FRAMES MEASURI _RED AT 42' HIGH FROM HERRUPTE,CK TFORO TOP[F CIPPERSRAH. iS SURFACE MOUNTED OVER /ter i JAMES lI DUPREE ARCHITECT ' 6' 1 1 B E A C� H .A VE N U E 00 � SECTION DETAILS AND NOTES / 6 1 > B E A C H A V E N U �' o s � 2 � 5 JAMES A' DUPREE ARCHITECT o s" 1 ' 21 SECTION DETAILS AND NOTES ' 6 AR-00110382 904-247-7072 ATLANTIC B EACH, F L O R I D A 03-15-06 03-15-06 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A I - � - ' _ ' PRECAST CONCRETE OR STONE GIP SLOPING NOTE SCHEDULE TO ROOF WITH DRP AT UNDERSIDE AND PREDRILLED HOLES TO RECEIVE 1/2' SSP ]OATS DOWELLS SET IN CONC WALL TOP.QUICKSLT 1: 13OF C13NSISTS [IF GAF 'RUEBEROID MB',APP 250 FIR, WI 11 WHITE CAP SHEET.rg= CAP TO WALL AND DOWELLS AFTER WALL RERCY STAR-RATE _ ��VULKEM MATERIAL CP710NAL 1'X 4"SHEET METAL HERED MODIFIED BITUMEN ROOFING SYSTEM IS FULLY ADHERED TO 14•'DENS-DECK'LOVER80ARD FULLY e GRAVEL STOP-30'SQUARE MIN. CHER TO MIN.3'CONTINUOUS LAYER OF EXTRUDED POLYSTYRENE INSULATION SUCH AS DOW STYROFOAM• CONCRETE WALL COATED WffFR Wl10EM1 SEE NOTES BELOW •MDL RAN 'DECKMATE PLUS WITH FA'IN TURN ADHESIVELY ATTACHED USING'OLYBOND 011500'INSTALLED 12,O.C. 101/102 OR 450 WATERPROOFER RUBEROD0 SMOOTH V TO I%'BEADS OR'OLYHOND CLASSIC'FULL COVERAGE TO MIN 2'LAYER OF CONCRETE TOPPING CORNER REINFORCEMENT OVER PRE-CAST a FROM TOP R GRADE BOW UP ENTIRE 'NIN OPEDTO ROOF DRAINS AND EMERGENCY OVRFLDVCRETE PLANKS. NESS SCUPPERS ALONG fVORTH BUILDING WALL TOPPING VARIES FR13N a'TO 6'TOALLCREATE NOTEO VERTICAL SURFACE,ACROSS TOP OF to �:. LEAKBUSTER°1MATRlr#307 PRIMER TERI%LS PTO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH PARAPET WALL AND DOWN TO TDP OF ROOF INSULATION, a' •�' '�'• OF E E CDNMTMN INCLU CONTINUATION OF VULKEM 101/102 450 WATERPRO ER COATING U NCRETE FACE,OVER TOP OF PARAPET WALL,AND DOWN INNER FACE OF WALL TO TOP OF ROOF INSULATION. SETMIN24 GA PREFABRICATED HE FIELD FLASHING rrr7grryrtr •� / MEMBRANE/GAFGLASA ROOF PLICATION OF INSULATION TO INCLUDE PERIMETER CANT STRIP• APPLICATION OF R01F MEMBRANE WILL IN TO CONFORM TO DIM.OF OPENINGS.PRIME AND �� MEMBRANE a SET IN ROOF CEMENT OVER THE PU PLIES AMCRN RUN OVER CANT STRIP AND UP AND OVER TOP 1F PARAPET WALL. MEMBRANE AND TOP OF WALL TO BE 4 INSTALL FLASHING AND S110PPING PLIES OVER it P V L T y A C 13NCRETE CAP TO NAILED FLANGES \\ EXTENDAEXTERIOR \\ll LL AND 13VER ROOF. CAP TO BE.SHAPED WITH DRIP CUT AS SHOWN.STUCCO AT WALL BELOW TO BE u FASTEN TO USIDECNG OR MAILERS AND RMNATED WITH PVC•J'BEAD AT jfiFROM PRECAST CAP TO ALLOW FOR BACKER ROD AND SEALANT. TO WALL USING APPROPPoAIE FASTENERS STRIPPING FELTS ALANT TO BOND M UNDERSIDE OF CAP FLASHING. PRECAST CAP TO BE SET SUCH THAT PRE-DRILLED AT B'O.C.MAXIMUM CESSE➢ HOLES AT CAP FIT OVER RODS SET INTO AND PROTRUDING FROM CONCRETE WALL, PENETRATION OF STEP 2: DS THROUGH ROOFING MEMBRANE AND CAP FLASHING TO BE SEALED. SPACING OF RODS TO BE 2'O.C. MAX. STRAINER TH MIN.2 PER CONCRETE CAP PIECE HERE CONSIDERED 4'LONG. CONCRETE CAP TO BE SET IN MATERIAL AT WILL BOND CAP TO RODS MID HENCE TO WALL AND PROTECT RODS FROM SALT.STUCCO AND CAP TO BE CLAMPING RING '-24' 4'MIN., TENERGYGUARD'"CANT STRP -BET IN BITUMEN t! MEMBRANE/CAFGLASE FLASHING TERIOR WALL TO BE COMPOSED OF MILDEW RESISTANT WHITE PIGMENTED ELASTOMERIC COATING COMPOSED UBM0DE/GAFGLASE BASE FLASHING RUBERgDE/CAFCLASE FLA9NINC MDABRANE- VIP 8000 SERIES W/OR SERIES PRIMER APPLIED PER lI YRS WARRANTY SPECS AT l6 MILS DMT FROM 2 TO E)TiENO UP OVER TOP d-WALL TO DOWELLS LEAD HUSHING SET IN FLASHING NL«'i' 4 USING 1 GALLON FOR EVERY 100 SF EACH COAT.COATING APPLIED TO SAND FINISH STUCCO MIN. 7/8' CEMENT r Y../. HICK APPLIED OVER METAL LATH ATTACHED OVER FLUID APPLIED'VULKEM'101/102 OR 450 WATERPROOFER '..'+" O POURED-IN-PLACE STRUCTURAL CONCRETE WALL DOWN TO TOP OF GRADE SLAM.SEE STRUCTURAL DRAWINGS ASE/PLY SHEETS; BASE/PLY SHEETS OR ALL CONCRETE THICKNESSES,REINFORCING,AND CONNECTION DETAILS. 1/4"DENS DECK 'N 5 VC DRIP SCREED EDGE INSTALLED TO BREAK VERTICAL STUCCO FACE FROM HORIZONTAL.SEE NOTE 47. EXTRUDED POLYSTYRENE INSULATION �. 6 A H AN AN TAPER INSULATION MIN. 7 A - -1CEILINGS CONCRETE DECK 24"DOWN TO DRAIN A Y F A A INSIDE CORNER'FOOTBALL' a OURED-IN-PLACE CONCRETE BEAM-SEE STRUCTURAL DRAWINGS FOR SIZE,SHAPE AND REINFORCING. MIN.SUR 4U�OE �¢DECK_ REINFORCEMENT PATCH INYL CLAD WOOD WINDOW PR WINDOW SCHEDULE AND NOTES TO 1!E INSTALLED PER MANUFACTURER'S STEP 1 ECOMMENDATIONS. SCREW WINDOW FLANGE INTO 2x PRESSURE TREATED WOOD BUCK AFFIXED TO CONCRETE SCUPPER OPENING ALL. PRIOR TO INSTALLATION COAT CONCRETE WALL WITH MEMBRANE 'VULKEM'101 /102 OR 450 -ALL JOINTS ATERPRO13FER AND TO TURN INTO OPENING AND COVER EXTERIOR FACE OF BUCK, INSTALL WINDOW FLANGE SOLDERED a• MIN. VER MEMBRANE. COVER AND SEAL FLANGE TO FACE OF MEMBRANE WITH STRIP IF 'PERM-A-WALL'OR EQUAL NOTESINSUUTI 9 EALING TAPE SUCH THAT FLANGE IS COVERED AND TAPE EXTENDS MIN V ONTO MEMBRANE COATING. APPLY '.•:t•N�,, TUCC13 OVER MEMBRANE AND OVER TAPE TO WITHIN 1p OF WINDOW FRAME AT HEAD AND JAMBS. APPLY 4 SIDED BOX 92ED 1.MINIMUM 30"SQUARE,2-1/2-LB.TO 4-LB.LEAD OR 15 02.SOFT COPPER FLASHING PRIME 11.=ice''• ACKER ROD AND'VULKEM 921 1'PART POLYURETHANE SEALANT WITHIN GAP. AT EXTERIOR SILL,SET VL'i w, +� RE-CAST SILL IN MASTIC OVER TME AND MEMBRANE. WINDOWS TRIMMED AT INTERIOR JAMBS AND HEAD EXTERIOR VIEW TO PED FOR OPENING, TOP SURFACE BEFORE STRIPPING. 4"l. ••el; "•�y 'Y ITH 1x4 VMII CASING.INTERIOR SILL TO BE TRIMMED AS SHOWN WITH WOOD OR STONE STOOL EXTENDING 2.MEMBRANE PLIES,KETAL FLASHING AND FLASHING EDGE PUSS EXTEND UNDER CLAMPING RING, c<'; BEYOND CASING BETWEEN INSIDE EDGES ff JAMBS EXTERIOR DOEI RS TO BE TREATED SIMILARLY. SLOPED FOR DRAINAGE 3.STRIPPING FELTS-EXTEND 4"AND B"BEYOND EDGE OP FLASHING SHEET,BUT NOT�YONO `��' EDGE -�^�' 1�7 T ST1NE OR PRE-CAST CONCRETE.SILL WITH DRIP EDGE ALL LL COATED IN CLEAR WATER REPELLANT SEALER. N L V L INSTALLED MANUFACTURER'S AL PAN ASHING WITH END EQUAL TO'JAMSILL GUARD'SET IN MASTIC OVER WATERPROOF MEMBRANE EQUAL 1.SEE DETAIL MB/BUR-6'HIGH PARAPET WALL'DETAIL FOR WALL FLASHING ABOVE 24' P T TS T 2.BASE FLASHING FASTENED IN ACCORDANCE WITH WALL DETAIL USED,e.5.MB/BUR-3 A L 3.BASE FLASHING ON ALL 15 h 20 YEAR GUARANTEED SYSTEMS MUST HAVE A BASE PLY. ^ RUCTURAL CDNCRETE PER MANLUFACTURER'S RECOMMENDATIONS. SEPARATE STEEL FROM CONCRETE WITH A YHE SURFACE M13UNTED I[] SCUPPER FLASHING DETAIL C1 ROOF DRAIN DETAIL C 1 INSIDE CORNER FLASHING DETAIL xe'WOOD BASE GAF DETAIL MB BUR-24 GAF DETAIL NB BUR-6 \ /GAF DETAIL MB SUR-11 TLG TRADITIONAL WOOD FLOORING TO BE INSTALLED OVER VAPOR BARRIER OVER TSG PLYW➢ EMEAER VAPOR BARRIER OVER CONCRETE AS SHOWN.WOOD FLOORING SHOJLD BE HELD AWAY FROM WALL T T M.FLASHING AT TOP OF STONE VENEER EXTENDS UP WALL MIM.4'BEHIND STUCCO. �(�J\ (((''�''�� RED-IN-PLACE CONCRETE GRADE BEAM- SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING DETAILS. XTERIDR DECKS ARE FfRfVffVllTH_FlRDSTPRI3I3F TILE 13R STERE THIN-SET UVER-R /- ITIVE OVER WATERPROOF MEMBRANE COMPOSED OF 'VULKEM 101/102 OR 450 VATERPROOFER'E r'�/ TERPROO"ER'APPLIED TO HORIZWTAL SLOPING CONCRETE TOPPING AND CONTINUOUSLY MERGES WITH ERIORVALL APPLICATION AT VERTICAL SURFACES INCLUDING FACE OF BEAM AT BALCONY EDGE, BUT NOT IZ13NTAL SOFFITS. APPLY ALUMINUM METAL DRIP WITH HEMMED EDGE ATOP WATERPROOF MEMBRANE LNDER DETAIL DETAIL E AT BALCONY EDGE TO DIVERT SURFACE WATER BEYOND ELASTOMERIC COATED STUCCO FACE. DETAIL LL INTERIER IS TO BE W GYPSUM BOARD OVER 2x WOOD FURRING WITH 116'EXTRUDED PO YSTYRENE RIGID y Tjpj TR OC LA WITH L AL N A V -- ___-- ---- RER SLAB AS'BARRIER-BAC'PER ASTME1743 GJ_ASS A)OVER CLEAN COMPACTED FILL TREATED FOR {��y MITES WITH TERMADOR. SEE STRUCTURAL DRAWINGS FOR THICKNESS AND REINFORCING DETAILS STEP 1: � WALL VENEER U ALV L U H L U 0 ROLL LEAD FLASHING I'DOWN E WILL STOP AT LEVEL OFFIRST FLOOR SLAB AND OR MIN.6'ABOVE GRADE WHERE WALL MEETS SOIL MIN. • INTO PIPE ,�. .184 F!itRUBEROID SMOOTH Pa>l .eti4" CORNER REINFORCEMENT PLUMBING VENT STAgL fN L LL A ALL YM,N S AT�24.D.C.AM OR CEA HETE WALL HAUNCH AY. PROVIDE a'AND TrED AIRSPACEBACK TO CONCRETE WALL WITH STAINLESS BETWEEN WATERPROOFED CONCRETE WALL ANDEL BRICK VENEER. LEAK BUSTER"MATRIX'"/307 PRIMER R ie T s 21 1 '�, OTTOM OF CAVITY FILLED WITH GROUT COVERED WITH FLEXIBLE THROUGH WALL FLASHING TO DIVERT ,t "•,,,,,.,,,. AT- THROUGH ABOVE GRADE VEEP OPENINGS AT STONE GROUT. WEEPS TO BE SPACED AT 24.O.C. Lifl•.8 YsY;a NT RUBEROL N N A C Y AL ALL L LE MEMBRANERUBEROIDE/GAFQLASE BASE FLASHING/ GAFGLASE ROOF 22 THERWISE NOTED) I R::.:.,. } ' O 23 USTOM FABRICATED ORNMENTAL STAINLESS STEEL OR ALUMINUM CHIMNEY FLUE MIO CAP £ayafS GSU :7}� 24 ERAMIC OR PORCELAIN TILE OR STONE SET OVER V MORTAR BED OVER CONCRETE SLAB AT INTERIOR. ADD ATERPROF B NE OR RU R AN UNDER R AR A SHOW OCATIONS. I Pr+11 I7r Y A VALL H L V V H P0R3"a:h E'�•tli�v 25 TEGMETER FLOWMASTER A/T SET WITHIN TILE AND CONCRETE TOPPING TO CATCH SURFACE STORM WATER AND i eta,BI,�1 I, [VERT TO 3•DIA.PVC IPE STEP PS SET IN CONCRETE. WATER DIRECTED VIA PVC PIPE EXTENDING!E• BEYOND - IBRAIN TO P13RCH AREA. 26 ERAMIC OR PORCELAIN TILE OR STONE SET IN MORTAR BED OVER CONCRETE STAIR TREADS AND RISERS f IiLlr til�aYtaftff•Kts` L WITH TEMPEREDLA L A AS POOL SAFETY FENCE WITH SAFETY fef D#q 811 sMgtM9 27 ATCHES AT ALL GATES.POSTS TO BE SURFACE MOUNTED TO CONCRETE,SEPARATED BY NEOPRENE BEARING } e;ktt44E r) �S vp alai RUBEROIDE/GAFGLASW FLASHINGAD Y 3�x Eric at)tat a�£.s73u. ITENA_RGH CORNING'ICESCA ES' x s L MEMBRANE i T& _15fif- ANUFACTURER'S RECOMMENDATIONS FOR MAXIMUM WEATHER PROTECTION IN A CAUSTIC ENVIRONMENT. BLOCK TO I:a1,1d3R5iRIR>T11Y...�,,,y, °' -4 as 26 ILL VOID AT CURVED CONCRETE WALL. ADD REINFORCING,EXPANSION JOINT KATRIAL,AND STRUCTURAL s`�-T1 Ii NCHORS AT GLASS BLOCK TO STIFFEN AND BRACE WALL AS REQUIRED.TAKE CARE TO PROVIDE COMPATABLE ._. jC,•, . RU ADE/GAFd.ASE MEMBRANE Par H AI Ct '^ A T ,H •, BER E £ ._ AM A«.. A INSTALLED T13 BOTH RECEIVE URFACE STORM WATER PERCOLATION AND ROOF DRAIN COLLECTED STORM WATER DELIVERED BY INTERIOR 64,Exp.P,,R f,y.. § ,j,, t' AIN LEADERS.RAIN LEADERS TO TURN THROUGH WALL BELOW GRADE AND TIE INTO T-SHAPED PVC JOINT I B { "'O s6 8L.Jae E9 ONNECTING SURFACE DRAIN AND CONTINUOUS HORIZONTAL PIPE ALONGSIDE GRADE BEAM ENCASED IN 4.0 TlYa�RY.4la..••i[;Y ! ; I } fiid>5 Pr!:C S.,f:1 OUTNSIDE CORNER "BOW-TIE" t �•L _v R 3>, N/SY NONWOVEN NEEDLEPUNHED GEOTpTTILE EQUAL 70 US MABRICS'US115NW SURROUNDED BY GRAVEL BED ED.. `�`++„rr TURN ENCASED N REINFORCEMENT PATCH 3 s ,meq.„ SAME CLOTH. CLOTH OVERLAPS ITSELF BY 6'. SURFACE ACE DRAIN TO ACT AS CLEAN OUT ENERCYTAlAROE INSULATION "`., R s, ;�y1 ,..'�.•�?il Sr �� F9 BACKUP OVERFLOWTO STREET, • 30 GYPSUM CEILING BOARD AFFIXED TO HANGING METAL CHANNELS ATTACHED @ 24.O.C. TO BOTTOM OF PRIMED LEAD HUSHING,MINIMUM 2 1/2 TO 4 Iy t 0 C TE STRUCTURAL PANE S ry STEP 3' 4 LBS.SET PRIMED FLANGE IN ROOF yy `Hti J JUD N AC HU N L L CEMENT L NOP,COLD NB AND BIR.SET '' '`^�, �d.Ea�.�s rtc'sr;E NINTERUPTED AREA O' STUCCO TO 100 SF. CONTROL JOINTS TO CONSIST OF TWO PVC•J'BEADS BY VINYL 4" ' PRIMED FLANGE IN ''. 'PA9jR Irarat7) 1:tra Ela: �"` +; HEAT SOFTENED T� 8 �. x jl. 1 Pd�1at 3l ORR SPACED 'APART OR AMIGO SEALANT CONTROL JOINT ITH STUCCO O O THAT SPACE BETWEEN PIECES /^! MEMBIRANE ON TgROR APP AND HW SBS N4i II W-19M� 1L•CfitSE< -, .M4 z SPILLED WITH BACKER R00 AND SEALANT STRUCK FLUSH WITH STUCCO TO OBSCURE APPEARANCE AND '••_T':;}, ,`.� DECK aRSTT..Ws09vrs aE:ar p, ,� J ,, OVERED WITH LINSF13RM ELASTOMERIC COATING. SEALANT TO BE COMPATABLE WITH BOTH*VULKEM' ,a.. bIAIICNI@ R.1mo', it r baF�fdi.F.atVNr�£5:i TLASTOMERIC 1', '• 1t;: i Y .stoel t,a otlxQ 3 `-, ,/ 38 RE-FORMED EXPANSION JOINT WILL RECEIVE PLASTIC CAP FILLED WITH SEALANT. SEALANT CANNOT TOUCH PREFERRED ALTERNATE aDEll£IaaFals wmj ` 4 Ary %PANSiON JOINT MATERIAL. ,„,..»..„„.....,.,,,4 A LL INSTALL CONTINUOUS 4 A N V L :, .� .. �,p)�,••' ` 33 ND CONCRETE SLAB TO CATCH SURFACE STORM WATER AND DIVERT TO OPEN EROS AT NORTH AND SOUTH - L L WALL SUCH THAT TOP 13F SLABSL 1.SHEET LEAD MINIMUM OF 2-1/2 POUNDS PER SQUARE FOOT. '-3'FROM PONT TO POINT OF SHAPE AND DRAIN TO NORTH END THROUGH CHANNELOPENING AND SCUPPER 2 MINIMUM 18'CLEARANCE FROM PIPES,WALLS AND Q1RB5. GLASS 34 IT PARAPET WALLS PARAPET WALLS EXTEND ABOVE RMF AND SLOPE WITH ROOF TO MAINTAIN 4'-0'PANEL 3.FOR TORCH APPLIED RUBERdO,TORCH TO MOLTEN STATE THE AREA OF RUSEROID NB OVER GLASS BLOCK INSTALLATION IMENSION AS SHOWN IN ELEVATIONS. ROOF COMPOSED O' TYPICAL MEMBRANE AND INSULATION SET DIRECTLY WHICH THE METAL IS TO BE IN WHILE STILL MOLTEN. OTHERWISET TYPICAL- COMPONENTS LL -ET-OR-CONERETE CURB PER MANUFACTUREWS RECOMMENDATIONS. DNCRETE CURB TO BE CREATED OVER TYPICAL CONCRETE TOPPING AND TO EXTEND NIN 9'ABOVE FINISHED 33 OOF TO RECEIVE TYPICAL RC13F TERMINATION AND FLASHING.ROOFING EXTENDS LF AND OVER TOP OF OUTSIDE CORNER FLASHING DETAIL PLUMBING VENT FLASHING DETAII, ARAPET.ALUMINUM OR VINYL FLASHING COVERS CURB AND ROOFING PER MANUFACTURER INSTALLATION GAF DETAIL MB OUR OAF DETAIL MB BIR-15 MiKERNFINgLiNAST FIREPLACE WITH 36'OPENING WIDT T PENETRATING POURED 36 DNCRETE SHAFT WALL WITH STONE VENEER. FLUE TO BE TERMINATED WITH ORNAMENTAL STAINLESS STEEL K N L V H 4 NVRffV L LUTERMINATED 37 ITB ORNAMENTAL STAINLESS STEEL CHIMNEY FLUE TO BE FLASHED AT ROOF PENETRATION AND WIRE BRACED R ACTLRER'S RECOMMENDATIONS DETAIL MLNU38 RONTLMLY YARD AT13R AT LAS SHOWN.LECTRICAL UOGEN RRATOR TBURIEDO W rUELED BY LP GAS STORED AT UNDERGMUND TANK MEUN SED AT ROOM GARAGE AND VENTED PER MANUFACTURER'S ECDMMENDATMNS FOR BOTH EXHAUST AND COMBUSTION AIR SUPPLY,PROVIDE APPROPRIATE OPENINGS AND 39 N WALL A V U Y N A A HAN L LL AR ND AS IF EXT VAL, 40 ARAGE INTERIOR TO BE PAINTED CONCRETE ALL AROUND OR AS SPECIFIED BY OWNER. 31 41 ONCRETE DRIP EDGE SHAPED FOR LAMINAR FLOW OF WATER 46REWINNING 42 ER SUBCONTRACTOR AND SEPARATE PERMIT APPLICATION.LLSANDBLAST AND WATERPROOF ALL CONCRETE FACES 43IGHTEMING-PREITECTION-TO-DE-M�,;—Ri—_�.EPIWi;AW;M'AND T T 44 L / MTECTInM BOAR TO BACKFILL, TILE OVER THINSET LATEX-MODIFIED MORTAR OVER DUROCK BRAND CEMENT UNDRLAYMENT BOARD OVER 45 TYROFOAM SQUARE EDGE EXTRUDED POLYSTYRENE IN ATIOV AT 2'THICK FOR R-10 IN VALUE (V/ 5 PSI BEARING CAPACITY)OVER MOISTURE BARRIER HERE CONSIDERED VULKEM CONCRETE WATERPROO-ER T13PPING OVER PRECAST C13NCRETE SLABS, 2 DRAIN AT END OF 46 LL FLASHING TERMINATIONS TO HAVE HEMMED EDGE PROFILE AS SHAWN FOR EFFECTIVE DRIP PERFORMANCE, SECOND FLOORSE PVC STUCCO TRIM PIECES AS REQUIRED SUCH AS BUILLMOSEA ANTCO AMXI-BN, OUNDATION VEEP SCREED AS AMICO AWWS-425-780 AT 6'MIN ABOVE PLANTED GRADE,2-PIECE EXPANSION BALCONY JDINT AS AMICO AMEJ700-500,AND V HORIZONTAL REVEALS AS ANIC13 AMSR750-1000.PROVIDE DRIP SCREED DETAIL. DETAIL 47 T ALL STUCCO SOFFITS AS FRY REGLET DS-675-V-875 WITH TRUE REVEAL OR SIMILAR PROFILE IN PVC RODUCT.PROVIDE CONTOL JOINTS AT STULICO WALLS AS REQUIRED SUCH AS AT WALL OPENING CORNERS AND TO LIMIT AREAS TO 100 SF OR LESS.OBSCURE CONTROL JOINTS BY FILLING WITH COMPATIBLE SEALANT OVER ACKER ROD AND STRIKING SEALANT SURFACE FLUSH TO WALL PLANE AND COVERING WITH ELASTOMERIC 2 AT A SSS L SCUPPER AS NG A BREAK IN BALCONY E CURB TO DRAIN BAL NY. OTWE OF SCUPPER PROVIDES BASE TO TRENCH DRAIN SUCH AS ST TRENCH. MLOVMASTER A/T SETT MASTIC 49 ETVEEN SECTIONS DF CONCRETE TOPPING AND TILE AS CONCRETE TRENCH.VULKEM 101/102 TO COAT TOP OF 13NCRETE BENEATH TOPPING TO CONTROL WATER HERE.HERE PRE-ENGINEERED GLASS RAILING SYSTEM WITHIN DETAIL T PNLESS PSTEEL FRAMES MEASURED AT 42' HIGH FROM DECK TO TOP OF RAIL IS SURFACE MOUNTED OVER INTERRUPTED FOR SCUPPERS AT M/S END& JAMES Or DUPREE ARCHITECT > 6 If > B E A C H A VE N U Eo 6.� 2, SECTION DETAILS AND NOTES AR-00110382 904-247-7072 ' ATLANTIC BEACH, FLORIDA 03-15-06 l C � BALCONY GWP WP O ® p GWP �1 N BATH 3 B TH CM GFCI motnEDROOM, BED 4 EDRO BED OM ----, M TER BVr--1 J3 MD I I I II _ I I I Qp a l B'AFFe'FF B' ® I I I r JE 11 I I II I I O I S I I I I I — ---I USa I I I 1 ======1 I BALCONY �__-- L _ I 3 I 3 GWP VESTIBULE s STAIR HALL O I I I ® CI GWP II II r II FC H WR BALCONY II II I II pi MAS TH I I II I II wv DRESSI G II a IET 11 0 i I II /JL _ 1L JL L JL PEDESTAL NB ` CM ! WP ! TEL GFCI ! ROOF OVERHANG ABOVE ! SECOND FLOOR WCONC. RETAINING WALL MAX 30' HIGH EXPOSED TO NORTH WOOD POWER POLE WITH TRANSFORMER ELECTRICAL LEGEND NOTE 1: ALL WALL SWITCHES ��O NEER ARE TYP MTD AT 48" AFF. cs SPy� C�' z2ov S RAGE SHELVING AN CABINETS H2p ELECTRICAL PANEL ® SMALL GLASS PENDANT ELECTRICAL METERO NOTE 2: ALL WALL OUTLETS SET HVnv I OFFIC (PWMETER ��Tm DUPLEX OUTLET LARGE /PENDANT ® HORIZONTAL W IN 8" BASE. w oIL—JI k e p+ zzov VENTED To CONFIRM W/ OWNER. �9 Ex1E70oNx 220 VOLT OUTLET @220V µIp EXTERIOR STEP LIGHT � DUPLEX GFCI � RECESSED AT WALL ❑220V Q O GFCI INTENSE ILS70W-AG WHITE NOTE 3: ALL COUNTERTOP DUPLEX UNDER COUNTER C W/ DOWNCAST LOUVERS OUTLETS SET HORIZONTAL DUPLEX GFI WTRPROOF - VISIBLE FROM 20 WLLOCEAN. SEE CLAMP UT 06" BACKSPLASH TYP. GWP SHEET ATTACHED. GFCI FLOOR OUTLET HNH ® DIRECTIONAL DOWN LIGHT 2ov 0 WALL SWITCH — ® NOTE 4: ALL DOWNLT TRIM 3 WAY WALL SWITCH3 IRRIGATIONCONTROLS OUTLET- IRR ASSUMED WHITE W/ SILVER TELEPHONE OUTLET ALZAK REFLECTORS. CONFIRM GD GD GD ,TEL WATER SOFTENER OUTLET - W/ OWNER. CABLE TV OUTLET 4TV 20 CABLE MODEM 4CM E of NOTE 5: ALL LIGHT SWITCHES ---_---- RECESSED DOWN LIGHT CEILING FAN ARE TO BE DIMABLE. CONFIRM® ----T - ----- ------ f ------- ----1 I I I I WATERPROOF RECESSED W/ LIGHT W/ OWNER. I I I ®S DOWNLIGHT W/ LENS ®WP WIRED SMOKE DETECTOR W/ BATTERY I I I SURFACEEXTERIOR M UNTEDJUGHT AT SOFFIT O I I I PROGRESS P5741-30 WHITE I I I I I I IGFCII GFCI i GFCI VISIBLE FROM OCEAN. SE40 W YELLOW LAMP EMERE EXHAUST HOOD WITHCUT INTEGRAL DOWNUGHTS—� EXHAUST SHEET ATTACHED. L_-_-J INTERIOR LIGHTING FIXTURE — HOT WATER HEATER HWH SURFACE MOUNTED AT CEILING EXHAUST FAN CLINTERIOR WALL SCONCE 1-® AN- OUT 2x4 FLUORESCENT FIXTURE O RECESSED AT POOL LIGHT 1SOW EACH OF 2 GROUND FLOOR UNDER CABINET LOW VOLTAGE- ® GARAGE DOOR OPENER GD WP EXTERIOR DOWNUGHT WALL SCONCE FIBER OPTIC LIGHT BETWEEN W/40 W YELLOW LAMP WHERE PROGRESS PLWHITE WYTHES OF CHANNEL GLASS VISIBLE FROM OCEAN. SEE CUT AQUARIUM LIGHTS SHEET ATTACHED. WALL MOUNTED CLOSET LIGHT— WP EXTERIOR UP/DOWNUGHT— AUTOMATIC WITH DOOR OPNG WALL SCONCE PROGRESS P5642-30 WHITE 5 DIRECTIONAL LIGHTS 43aEl= SEE CUT SHEET ATTACHED, ON SUSPENDED CABLE ~ JAMES W DUPREE ARCHITECT ' 6 1 ' B E A CH .A V E N U E N E 0 4' s' GROUND AND SECOND FLOOR ELECTRICAL PLANS '8 AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A w 03-15-06 S l Y FRENCH DRAIN SYSTEM TO DETAIN STORMWATER PIPED FROM ROOF PRIOR TO PERCOLATION O ❑ < O ��.��yy GWP��, �� -- -- � ► o I cM GFG H 4 2 ov LA R DOWN r wP CST KITCHEN STEP � =1 I LAMP B OM 5 MTD YELLOW 12 - - --- V GFCI / ABV WALK ' T1P. OFFXCE I v, / L I I I I CL E 2zD __ LIVING o ,r-,• e_,• -- OY220 ----- zzD I H ® --- -COATS- j I o ® < / v CI REF I -- f � TSR RACE `�, ,6.,;�F - I � 1 -- a U GFC XELTO � P DR Q yr � w 'T)OR D Pµ t j Z - �P-ORC� ' NTRY HALL �Q LIVI4 Up/DOWNL.IGHT\ ,r-Y 12'6"AFF -WALL 5CAN H GWP 'CLE MTD O 12'6' IN ;i <,, \ ' <" % ENTRY r L E NC-0 = TE R R�cC ABv WALK oowNr.�sT STEP LIGHT ,/ \ / /, 20W INCAN. / i `�� YELLOW LAMP z - .MTD O 12' ABV WALK / r \ Q \ ! �` �// % r/ ✓' TYP. ,;�� R > r COURTS �IIIIIIIIIII GW GWP ------- -- ----- --- ------- — --------- V W POUR D C ETE 'U SHAPED \ WAL S H E VENEER AND EN V pgytNLIGHT CAVITY OOO��N RTH SIDE FOR GAS >,> � �` /'�,�Y' PLANT NYt6t SCONCE GRIyL AND $INET IrySTALLAT}ON > 40W INCAN. TqP TOB CONCPtETE SLAB. ' T R YELLOW LAMP MTD O 8'ABV STEP LIGHT DOWNUGHT WALK 20W INCAN. WALL r' / YELLOW UMP 40W INCAN.CE �. MTD O 12' YELLOW ABV WALK MTD O BLAME TYP. WALK PLANTING 12"+/— HIGH WOOD RETAINING WALL TO ASSIST WITH GRADE TRANSITION AS REQUIRED ELECTRICAL LEGEND WP NOTE 1: ALL WALL SWITCHES SCONCE INSIDE ELECTRICAL PANEL ® SMALL GLASS PENDANT ARE TYP MTD AT 48" AFF. STEAM ROOM ELECTRICAL METER *METER LARGE PENDANT ® NOTE 2: ALL WALL OUTLETS SET - - --- _ - __ -I y DUPLEX ounEr HORIZONTAL W IN 8 BASE db KINP / E ' .�t3 « _ - �' �_ - 220 VOLT OUTLET �220V WP EXTERIOR STEP UGHT a CONFIRM W/ OWNER. 1 0 1 I t_ 1 t- UNDER 1= N N A 1 ---1 - DUPLEX GFCI GFCI 1 - R CESSED AT WALL INTENSE ILS70W-AG WHITE DOWNCAST t -_-� _ __ .-.-.-=N f-_-=-- # t- t -=t -__- DUPLEX UNDER COUNTER W/ DOWNCAST LOUVERS NOTE 3: ALL COUNTERTOP STEP GHT --- - -� 1 - t ---1- t ..:.1 UC - 1 ------ 20LLIN LAMP 0 t ( ----_j__ 1 - t _( �- _I �C__ 1 _#- t -1 -- DUPLEX GFl WTRPROOF GWP VISIBLE FRO20 W M OCEAN. SEE OW LAMP HCUT OUTLETS SET HORIZONTAL rss! H s - _- FLOOR OUTLET ® SHEET ATTACHED. 06" BACKSPLASH TYP. MTD o 12' - t t t 1 t t t t t 1 t 1 # ABV WALT( -- - _ - - - -- DIRECTIONAL DOWN LIGHT WALL SWITCH AN t 3 WAY WALL SWITCH IRRIGATION CONTROLS OUTLET- IRR NOTE 4: ALL DOWNLT TRIM - t #-- t -1 1 TELEPHONE ourLEr .TEL ASSUMED WHITE W/ SILVER WATER SOFTENER OUTLET — ALZAK REFLECTORS. CONFIRM CABLE TV OUTLET 4TV H2O W/ OWNER. CABLE MODEM 4CM ! t 1 #- t 1= 1 -# t == t 1== t 1 t RECESSED DOWN LIGHT CEILING FAN NOTE 5: ALL LIGHT SWITCHES t A w/ ucHr ARE TO BE DIMABLE. CONFIRM t N- t 1- t ��N t - N t- I t t= N ---N 1 -- I -- 1 --N N-- WATERPROOF RECESSED .---t -IF-- _- iVAGI - #Y--I-_ t --- 1 ---- .. --__ . .. DOWNLIGHT W/ LENS wP WIRED SMOKE DETECTOR W/ BATTERY W/ OWNER. — N �- 1 G X I — t j--- WP EXTERIOR DOWNLIGHT — \ W I t -t t _ N t= 1 t 1 - t # 111-1 --- ' I —� 1 1 N - 1 ( �II N t - N - I X ; SURFACE MOUNTED AT SOFFIT o _I= t 1 _ t - N - t__ N _ t RESTORED NATURAL DUNES PROGRESS P5741-30 WHITE ---- ` ,x I O t-1- ---1 I ---� �._-N_ - VISIBLE FROM OCEAN. SEE CUT D r EXHAUST _ N - EXHAUST Hoo WITH--� _��_ --, SHEET ATTACHED. INTEGRAL DOWNLIGHTS 3 /QI t 4------1 t-�- # f- 1 --t 1--_= t 1=- 1 -_1 I --- INTERIOR LIGHTING FIXTURE — ® HOT WATER HEATER HWH _ \ a • -i i -- # �- a _I -- w �_ - -# SURFACE MOIINTff1 AT (:FII IN(_; 1 _ / ( I 1 t -- t -� I t -- t I-- -- I i EXHAUST FAN INTERIOR WALL SCONCE t--1 _ t-- 2M4 FLUORESCENT FIXTURE =_t N =_ t_ I t -_� � � -.-# .-- 1 -_t I_- UNDERWATER POOL LIGHT ' I N ---t 1-= I• - N-- # --- -t RECESSED AT POOL WALL N- _t 1 - t t i t t t- 1 -1 N-__ 1 DOWN / 15OW POOL 1 I-- --i t -- I t 1 N -- 1 1- I 1 UNDER CABINET LOW VOLTAGE- ® GARAGE DOOR OPENER * SOW EACH OF 2 STEP / LIGHT � -== fl =-=I= _ F - ..= R 0 GD `20W. - OW LAMP ! t N ...#- i _ t ---N-- ----t . ....1 t-------I t- ---1 _-t---_t- WP EXTERIOR DOWNLIGHT TD O 12' / # - N -- -1- 1_ -- 1- L-- -1 -r - WALL SCONCE FIBER OPTIC LIGHT BETWEEN _ - -- PROGRESS P5541-30 WHITE i1'P ! I - ._.=N t == 1 -- --- -- - ------- -- __, ,:I--...___ W/40 W YELLOW WAP WHERE WYTHES OF CHANNEL GLASS VISIBLE FROM OCEAN. SEE CUT i t �# t N t t fi # t II- t t SHEET ATTACHED. AQUARIUM LIGHTS t N t t t- t AUTOMATIC MOUNTED CLOSET OPNG t t t 1 - t WP EXTERIOR UP/DOWNUGHT / 1 t -I - I _ ]---1 I t -I # I # N t N - t I t --I WALL SCONCE -- - -- - _ PROGRESS P5642-30 WHITE 5 DIRECTIONAL LIGHTS 1 - - --N- I t - = N -# N t I- --1 -- - SEE CUT SHEET ATTACHED. ON SUSPENDED CABLE TA I i - JAMES A' DUPREE ARCHITECT ' 6 1 ' E E A C H A V E N U E " 0 4' 8' FIRST FLOOR ELECTRICAL PLAN AR-00»0382 904-247-707'2 W E 03-15-06 ATLANTIC B EACH, FLO R I DA S v � m m� o D 4 VIEW FROM SOUTHWEST i NOTE: ALL 3—D VIEWS VIEW FROM SOUTHEAST ARE CONC13PTUAL IN TO SHOW ITENERAL MASSING. 3EE BUILDING ELEVATIOIN 3 FOR INTENDED DETAIL. a w VIEW FROM NORTHWEST VIEW FROM NORTHEAST JAMES F DUPREE ARCHITECT ' U L� � � lJ D E A 1`1 C AR-00110382 904-247-7072 13 Y NUE MASSING VIEWS ATLANTIC B EAC H, F L 0 RI DA O 03-15-06 i VIEW FROM NORTHEAST VIEW FROM NORTHWEST ' NOTE: ALL 3—D VIEWS ARE CON C PTUAL IN NATURE D INCLUDED TO SHOW ENERAL MASSING. EE BUILDING ELEVATION FOR VIEW FROM SOUTHWEST VIEW FROM SOUTHEAST a JAMES W DUPREE ARCHITECT ' 6 > > B E A (, .H A VE N UE MASSING VIEWS ' AR-00110382 904-247-7072 A T L A N T I C B E A C H, F L O R I D A 03-15-06 NLFTE` fi EA rGhl ,-) BE PLAhJTEU al Ekan� t ke F[,, APRIL—_ 'JOBER j� f _ 41 L t I I- TCI, F eIT =D1 Ln o.Ve-I-f ow Y " +; t wltr� 11 prey + � C'u L,Lr J-.eck FT s MLI , �.L p,1r - weds wth a I.1e` of �rTc ntr c, GAINING WALL j IAT j -- =—I =— j ATEDED (ELLEN G. WHEELER( P R 0 P E F IL TY A N D SCUTA P E IIA — 26—PT LINE )IA R C H I T E C T II — 1-LPT �';'0-TA I zso4s MARSHLeNHkxc PAHHIrAY-_�I F I PONTE VORA BEACH,FLORIDA 92082 T (904)285-2068 FA%285-2068 �, T T14-PT FY SP T -L+IbIIT OF TEMPOPATRY IRRICATICN -- } Q :' j I �� F'4-PT X40-SO � T,I f-� .. zr: I� i I_ , 1 � I' � _ - - - -- --Xr _ X �,� �� I —SF -1 "� j LI 11 A\�l j; I — — e _ - ;1 _F � L L r —: !iFT i'I � irk' 0O—TAS �. r —4—IVP N I� L u 3,-1VfT � r I I 5-SP �- ,� �2 r l I � II ^-� �� I�r�+ v � I k �- � f I -Io I� I A k�Il k , -1 I GT- ,SIN � I I I I I !I I � �—Tr-- �h �—� — �I I II➢ k I I , 9 n a � II II I I 1 ,.T l�,� � � 0—B�LIJ I p P Y i � M � 111 "o�,�' - V � 12'CT 4'CT 6- T— -40-(,AP x N — a a e x 4'rT � - :21 VC a=AVL /Ir n `— - .Zi-S P----�=-�-�fX �G r � T,\ II f I I 1 D - — '. - �IT �� -- I 215—M FP i I � UN ,IM1JALL ~-� �� I ,- -- - � 00-TAS TRELLIS 3-LPT - —O-SM L-S-`P 11_nL YRI - rl. I —5,�1_l� I I i —8-IV � `U I I-�-TJ 1-4-TI I l-F LIMIT OF _ "I ��, �_r) IE�IN,,,,,�TRY iR G nN �� RI ATI,,, I f PLANT,// �MTEI,,TE PLAN -,CHEC'1,u E ANT,TY — _� SPECIES - —� EI"AAFKS _ p �E PR,ETR ,--- SP SABAL PALMETTO 75 E E Do. Erv-S Av➢ryiEa o TE - vA vlvc szEs — �_-rnR cALLaROIA RIL_cHELIA - ---- aPE r oP eLL a E E E CABBAGE PALM -- — _ --f-- — AL, PL�I_L —� — --� /D ENC 2E REPRpDLCEE. B SEI pR CC ED 2T SM SABAL MINOR D ACLAR[1A EINTHEl IN ILL_E pR 1 PART WIiHOU T E BPE 1 If A —�-y iV"! EX VpM T IAgBiA HESE➢CCUMENT RE CNLv t0 E UED JNpE E .,A.. 24"/2a DIRE Ilp OE EL N GHEELER R A FDR TIE PRD �T SAW PALMETTO — 'J"/^p ND S[E SPECr .q E➢ENiiLIE➢ E(N NO qRE kI-� DWARF ,C RE USED❑ IS pR I piHE. RC.AN UI HF^* LPT� —STRUM P NSC M THE SPCCIFIE VRITTEN CONSENT pF ELLEN L.VH�LEF 'L4. PAIn LI LISTRI]M A 31D NI DLA PANIC ILA — A -- EA DATsEecLl�c� SHEET TITLE — 1encHvcARRLs RORTuNe - —� --�--_ �- - — 4 5 c'CT — WINGMILL PALME E'---- PT �T�D`-ERLM TOEIRA —T j B `� _ ILEX NG PARA PENDULA — �.F --�—_ GREEN PITTJEFr'PUM —� -- E _ 1 P 'ICUs PUMILA WEEP ING YALPCN --i _„ 32 Iv ILEX VCM(TCRIA T GA —� A�— L.30"i24" T T —� TA 'RACH ELOS EILAI—ASIA — YAUPCN HOS�Y— — rL-D —�— A' rIIU �- PM — _� RELEASED -----t-� a000cARkus MAceoPHL_us �Pe IMeN l -I----IL- slar ' sti nE - - ----y FOR DATE � I -- —} — JAPANESE"EA MATrHEp CCL..UMNS ---�_PA�'''FL RI.M JAS —+— 1 50 RSUN HELAN HUS CEBILIS JVr ED RATE JASMINE 1 --_ — I CAL FULL BEACf 1 H S NF OAER --- --J r- MI MURAEAIRI 01„__ --- - l0 111 �A_ -- ----_ CR CYCAS REVOLUTA —�--�iPls EVISIONS ---- — I PROJECT ACAD-NAME- -t SCALE — SHEET - Q -0 NUMBER j al - ------ --- -_____ - NORTH of JAMES W DUPRF_E ARCHITECT AR-001 X 0382 / ' 904-24�-707? cb 4 -- ; I A T L T I � -�, — - P A r' F ! I - j ' I r 5 6 7 8 9 10 11 12 13 14 15 16 17 16 Z I 19 Q 6" THICK CONC. 3 I COASTAL CONSTRUCTION 4 I I 6'_1y8•• g'_11/8" 6'-1y8" 1 WALL w/ #5®12" o.c. CONTROL LINE (CCCL) 6'-1 11'-1}!2" EA. WAY EA. FACE I 12'-B" 7'-11y2" 5'_2Y8 9'-23�g 7--1 1Y4." T-11yq" T_11Yq" T-1134" 6•-1Y8 YB 1�_6• •_6•• V 13'-11,. 13'-0. 1'_6, ,_6.. ------------I------ -----�-- - .--- r-�-- -"1---- - 2'-0"x1' 0"xCONT. - - / _ -------- I - / iiilll CONT. BOTT. �.�-'" .r--- �.------- --"T- --- _—_— _ _—_— .� T- T----r---- ■ '� #1 I /// i// o I/ L PI I 4, CONG SLAB W/ / I i' I 6x6-VV1.4xW1.4 WWF. PROVIDE ■ ISOLATOR BETWEEN SLAB & I I I I ■ CONCRETE MAT BELOW. 1 CJ II I -TOP OF SLAB EL=16'-10'/2" I I I I I I I T ■ i I, 1 // I TOP OF GRADE BEAM 1- 1 1 13'-8"x30'-4"x1'-6" CONC. I I I I I I I ■ ELEV = 16'_61/2 __� l MAT w/ 17 8" o.c. I \ I BOTT. OF GRADFT BEAM 1 $ I EA. WAY TOP & BOTTOM. I \ \ o I ELEV. = 14'-°/2 I I TOP OF MAT It.0 I ■ I - 1 i2 \ I I d 1•_11'1 BOTT. OF MAT EL=15'-0/2• 2'-1058" 0 5 .n CJ I 1._6„ I I I II =i ■ I. 5'-0" MAX. I � I _ I �_-- - -�- -- -�-- -I- -� 1-_-- ■r CJ I -_ —L 4" I I 1 .� I I ----_F—_ _�_—_ CTT—_ I ■ i ,I 2_0" T/I U I ■ B/ ci U v I I CJ II I I 1._6,11,_6., ■ I _- I_-- I- / I I 4 II I --- --- --- --- --- ■ I ■ 1 t --- --- I --- -- '1--- --- ---r• a-� ----,----- - -�- I 1 1'-158" - I BOTT. OF DROP I I I I 1 I 5 I I f I I PANEL EL=14'-61/2" a 4" CONC, SLAB ON GRADE I I 2'-0"THICK CONC. MAT w/ #7 ® 12" o.c. W/ 6x6-W1.4zW1.4 WWF ON 6 MIL VAPOR BARRIER ON I EA. WAY TOP &1BOTTOM. < COMPACTED &TREATED FILL " T/MAT = 16'-0/p" 1 1 n TOP OF SLAB EL=1 6'-61/2 I I B/MAT = 14-01/2 1 1 �' I---—- - - r I I • i -_ I _ _--I�_ -.__-_— M I3'_B• -� r^ 8,-p34" 4,_0„ o III I j � I � IIII � I 7 N L---------- ----� I PILE LAYOUT&GROUND FLOOR SLAB PLAN o i �1/4•- 1'-0• 0'-6.. 6'-1y2" L .1 NOTES: 1. SEE THIS SHEET FOR GENERAL NOTES & DESIGN CRITERIA COASTAL CONSTRUCTION 2. ALL PILES ARE 14"0 AUGER CAST PILES. TIP ELEVATION OF ALL PILES = (-)13.0' N.G.V.D. CONTROL LINE (COOL) USE 1-#7 STABILIZER BAR CENTERED IN PILE PLUS 4 - #6 VERTICAL w/ STANDARD HOOK INTO PILE CAP & 03 TIES ® 12" ON CENTER. SEE DETAIL "A/S-1". 3. ALL ELEVATIONS SHOWN ARE N.G.V.D. UNLESS OTHERWISE NOTED. I 22 4, REF. PSN'i5"ED FLOOR EI..EVATI_ = O'-0" (ACTUAL ELEVATION = 16.0' N.G.V.D.). 16 19 ,20 �' 21 SEE A/5-2 FOR TYPICAL CONTROL JOINT (CJ) DETAIL. 5. / z■ 7•_1)4 T6'-B}�' °—��„ LEGEND PILE LEGEND: ■ 5/81, 12'-O' ,J 13-1� _ BUTT ELEVATION = 23.6T N.G.V.D. 2'_ip 8' CAST-IN-PLACE CONCRETE WALL TYP. U.O.N. V 2-6• 2-6" 2'-6" 2' 6• 2'-6•• 2'- " 2�-6, e BUTT ELEVATION = 19.5' N.G.V.D. `� _� BUTT ELEVATION = 15.04' N.G.V.D. —f--- P ® BUTT ELEVATION = 14.54' N.G.V.D. _ --1-----1 9'-8 8"I i I I P.T. 4x4 POST. 1 _p 153/4" TIP ELEVATION = (-)8'-0` BELOW FINISHED GRADE ■ m ■ I CL PILE I I 1 , 1'-6'1 PILE CAP REINFORCING NOT 9 'o 2'- " 2'-6 2 6" 2'-6" 2-6" 2' " 2'-6" 2'-6" 2'-6' I SHOWN FOR CLARITY ■ 1 r = GENERAL NOTES&DESIGN CRITERIA: MISCELLANEOUS NOTES. PROVIDE 90' STD. HOOK ■ i I° _J.,_r - - CODES: CONCRETE: A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS I INTO PILE CAP TLP. FLORIDA BUILDING CODE - RRESIDENTIAL 2004 EDITION, ACI-530, ACI-318 ALL CONCRETE SHALL BE NORMAL WEIGHT w/ A 28 DAY T/PILE, GRADE BEAM 1 REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & ___ ---�- ACI-36Q, ASCE 7-98, AISC, AWS, PCI, FIRE RESISTANCE MANUAL. COMPRESSIVE STRENGTH FOR THE FOLLOWING 4000 PSI PLUMB UNTIL THE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS &A MAT _ \..l RUNGS IS FOR THE COMPLETED STRUCTURE ONLY. VARIES 1 _--�--—-—- -— (LATEST EDITION). PILE.CAPS 4000 PSI m x. SEE PLAN ■ - DESIGN LIMITATIONS: GRADE BEAMS__. _. ..4000 PSI B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL z ■ —1'- I 3000 PSI w/ 467 STONE ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY SLABS ON GRADE (GARAGE).. WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. o. THE STRUCTURAL ASPECTS OF THE APPLICABLE CODES. STRUCTURAL SLAB ON GRADE ..4000 PSI r REFER TO OTHER DISCIPLINES FOR NON-STRUCTURAL ISSUES. .3000 PSI C. COMPATIBILITY WITH OTHER METALS: w BEAMS ABOVE..GRADE 4000 PSI COPPER MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WITH METALLIC N 1 LOADS: WALLS ...5000 PSI COATED STEEL MEMBERS OR COMPONENTS. ■ ° PRECAST CONCRETE ..3000 PSI D. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ■ 1 " E IFFOOTING 1 _ 1, 6' ROOF LIVE LOAD: ALL..OTHERSBLE SOIL, HE ENGINEER HALL BE NOTIFIED. Z4 __—_.--- — G T0.200-SF. 20 PSF (w/ CODE REDUCTIONS) ..ASTM A615, Grade 60 ELEVATIONS SHOWN OCCUR IN DISTURBED, UNSTABLE -, - I -- t 2'-6' 2'-6` I2'-6" 2-6" 2-6" 2-5" 2-6" 2'-6" 2'-6' _. _40 PSF REINFORCING STEEL 40 BAR DIA. OR UNSUITABLE T `. RESIDENTIAL FLOORS: _.60 PSF LAPS ((FIG'S) - 1 al - .BALCONY. _ LAPS OTHERS) 48 BAR DIA. DEP CERTIFICATION: SEE ■ e WELDED WIRE FABRIC .. TE ASTM A185 1. THESE DESIGN PLANS AND SPECIFICATIONS ARE N COMPLIANCE WITH " PILE REINFORCING ■ 1 2'-0"THICK CONC. I-, _o-�I__�_—�.--�--I�r--�--$-- - WIND ...120 MPH LAPS (TYPICAL). _ _.. 6 INCHES THE STANDARDS ESTABLISHED IN SECTION 168-33.007, P MAT w/ #7 o.c. IY� `-' = BASIC WIND SPEED (V) FLORIDA ADMINISTRATIVE CODE. EA. WAY TOP & BOTTOM. ^ IMPORTANCE_FACTOR (1) -1'p UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER CAS AUGER 1 " .EXPOSURE FACTOR -C FOR REINFORCING SHALL BE THE FOLLOWING: 2. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED N CAST PILE N. ;n 1 I T/MAT EL.-20'-7/2 I io _. __II _...3" ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS/ B/MAT EL:18'-71/2 I BUILDING..CATEGORY ■ I I BUILDI AL..PRESSURE COEFFICIENT - .±0.18 ENCLOSED BLDG.) CAST AGAINST..EARTH AMERICAN SOCIETY OF CIVIL ENGINEERING 7-98 1 - (k7 STABILIZER BAR ttP. ■ ±0.55 (PART. ENCLOSED ® OFFICE) EXPOSED TO EARTH, OR WEATHER: -— --I---—- _ _.--- 6 THIRD #11 BARS 2' "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" C\ RRFSSURES_ON_COMPONENTS..&.CLADDING ._...SEE SHEET S-3 # _.11/2" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC �✓ _�_ � N.5 BARS..&..SMALLER ,y,n conn nF t90 MILES PER HOUR. — —_—-—_—-—-—-�- L SOILS&DEEP FOUNDATIONS: PILE..BEARING CAPACITY (DESIGN MAX.) 30 TONS NOT EXPOSED TO EARTH, OR WEATHER. 1" CONCRETE COVER SLABS, WALLS & JOISTS_ 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE A .PILE.UPLIFT CAPACITY __10 TONS (ASSUMED) .BEAMS _ 11/ INCORPORATED INTO THE DESIGN AND SPECIFICATIONS I ACCORDANCE ■ 1 p ■ 1'-6 J __3 TONS (ASSUMED) 1" FROM TOP WITH SECTION 6, AMERICAN NATIONAL STANDARDS/AMERICAN SOCIETY 2-6" 2-6" 2-6" 2'-6" 2'-6" 2'- " 2'-6" 2'-6" 2'-6, - PILE LATERAL CAPACITY_ SLABS ON-GRADE SITE PREPARATION & REQUIRED TESTING AS RECOMMENDED ALL REINFORCING SHALL BE HELD SECURELY IN POSITION OF CIVIL ENGINEERING 7-9B "MINIMUM DESIGN LOADS IBY CIVIL SERVICES, INC. (CSI PROJECT NO. 05-0709-04) WITH STANDARD ACCESSORIES IN CONFORMANCE WITH ACI 315 FOR BUILDINGS AND OTHER STRUCTURES"TO WITHSTAND THE WIND LOADS --o-- a-- e--�- -�- i REPORT DATED AUGUST 29, 2005. DURING PLACEMENT OF CONCRETE. ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MILES PER HOUR. I 1'-0" 9,_O. 1'-O" -fi 53 " 1 THE GENERAL CONTRACTOR IS RESPONSIBLE EA EMPLOY AN INDEPENDENT SPLICES IN TOP REINFORCING SHALL BE MADE AT MIDSPAN OF MEMBERS & POOL CERTIFICATION: QUALIFIED TESTING LABORATORY TO INSPECT EARTHWORK OPERATION 1. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK EQ DAMAGE TO AND TEST COMPACTED SOILS AND FOUNDATION EXCAVATIONS TO INSURE AND SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS. ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY =I CERTIFY THAT THE SOILS SUPPORTING FOOTINGS AND SLABS TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "C" LAP OR FAC 628-33.007(5)(m)(n). m ARE ADEQUATE TO PROPERLY SUPPORT DESIGN LOADS. � HOOK AT DISCONTINUOUS ENDS UNLESS OTHERWISE SHOWN. 00 TIP OF PILE LEV. 3'10" ALL SOIL BELOW SLABS-ON-GRADE, GRADE BEAMS, & PILE CAPS TO BE TREATED AND COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC. DRY DENSITY ( ASTM 01557 ). PROVIDE 1/4" PRE-MOLDED EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE & FND. ABUTS COLUMNS & GRADE BEAMS, AND 1/2" JOINT MATERIAL AT WALLS OR OTHER TYP.PILE PROFILE rA ■ 2'-6" 2'-6` 2'-6" 2'-6" 2'-6` 2'- 2'-6' IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO INSURE THATNOTED. 2 10I BACKFILL IS WELL DRAINED SANDY MATERIAL, FREE FROM ORGANIC VERTICAL SURFACES UNLESS OTHERWISE SHOWN OR ■ MISG ANCHORS 8 EPDXY: SCALE: NOT TO SCALE 1 __---- MATERIAL, AND HAVING THE PROPERTIES: I OR ANCHORS (U.O.N.) _...SIMPSON WEDGE BOLT 120 OR ENGINEER APPROVED EQUAL 120 PCF SIMPSY/R.EN N SET EPDXY EPDXY pR ENGINEER APPROVED EQUAL Z■ CONCRETE/MASONRY.SCREWS i/q" TAPCON w/ HEX WASHER HEAD ■ C.1 I II ~■ 4■ PROJECT NO. REVISIONS: 56090 DANIEL J.CHMULMTA P.E. 1884E DATE: S STRUCTURAL EWNNEER 1611 BEACH AVENUE DRAW STRUCTURES INTERNATIONAL, LLC DRAWN BY: MSK 7563 PHNPS HIOMWAY 2m Ex-a-- ATLANTIC BEACH, FLORIDA CHECKED BY: BIlILO9VC 600 PONTE YfOM OFACH.FL 32002 JACKSONVILLE,FL 3]258 TEL(904)285-9890 °J TEL(90l)296-2646 FAX:(904)298-8846 Fqx;(904)2B6-BB48 — E n SIOSIR=RoBI=-N qg0.N0.5{573 FLA CEfRIFlCATE OF AU1110RIZATION NO.:9800 ..�.. �.�.,_.m.�.. ..,_ ..,---^^-..^�^'^•'^ 1 2 3 = I consrAL coNSTRucrloN 4 5 6 7 8 9 10 11 12 13 14 i 15 16 17 18 I 19 CONTROL LINE (CCCL) � W OlI z■ .. " ._4 . I 6:_1 .. 6,_1 :. fi_1Y 6,_iYa„ 8._1Y8" 4._7'/ J■13._15/8:. 7-114 7-11Y4 6 872 VV /9 I 13,_1 I 13,_O,• I 12,_8„ I 7._11'/.. 6•_SY4•• 7'-11)/4" 7-11Y4 I 7 Y4 Y6 re 8 2 = #' HOLLOWCORE TO SUPPORT 15 _ V Ok WALL ABOVE. _6 S- 25 -6"1 J" I 2E■ S 6 I 10 I `1 a■ °J I ------------ I I I ... ' r-- •}. I :I� , , ' `° ,'. I i I. , �' • I ... ; 44.11 e I ° ■ - __ I I _ _ 11 qq II - 1 -5 e ° f � 77 ` 1:;i I I I G;d � , ° .; 'I.� a+ I °. , ,. I.,�. I. - ., ° I .: I I el '', . I �• I I r o !I z I � I e� ° 1 197 I< < v' l I 0 _ PI° I' O , I I ' (— _I -L• I< /.. 10' PR6CA5T.SOLID.PLANKS I - ` ° ` �, 8".CPST-IN-PLf,CE " -° ° ` ''< _° ,C � -',� = _ ;;.r m p_._ � 8" CONC. m i ox, MAX TYP I I I I , ° r ° S = Y ,:).J r , _ ' ^ + _ _ • - /! c. L ,§30NC SLAB J , tl l u _ a Sims /SLAB EL V M d I' < -•' ••i I I I -°..° ' ", ,. _ ° ° '< e ..,. ..I ;'. �-. � CAST-IN-PLACE d" <I ,✓ l I I I I I I , .. 1SLA$' I - I I I, " r.. i,.,/ I '.I ,. e., � ',. _ <. , ° , I :,. <.. TGR EBEAM - 25.67. .,.G.V.a.. . � -, ° - < •.: ® � ° . ` ^� I ,,..( I I F: (2)-#5x4-o _ - I ■ :. MIN. 2STRUCTURAL TOPPING.' 1 _ , J I.. tr:' I ®/G E..BE,AM - 23.1 T< :G.V.�. - < .. t:... I, TOP & BdTTOM ^ , _ • ° 9 a-. 14 w/..:6z6. W1:4xW1.4 WWF ' _ , ' L. 1. ■ . I TYP. U.O.N. ° p FLA7� A7S. TYPICAL .. , OPEN ., ,` -'.<I `-`—�- •..a I I I a -TOO '7P M;. ° OPEN ,... ':: vaC':I :,.L_.r-__ —_—' r_ ° ° .. ° _ - _ xts .COC EA 1 -}----- — — _ w/r2-#5 ONT. TOP i':1. ' 'i , _ I , ,I VE' L;>. l ii k ` _ _ I & BOTTOM ABO - L. °� ... ,f <� a i;I < I. ., d ,�r °■ 8 CAST I<,. •_•- I., '1 5x8• oll QONC:.SLAB ,'� 9 # - -- — — — --- — I ■ Lam•-.e» —. +...__ .1 ._ °. t_, °a .�--" f 999 ° < . I I ✓j, IL� ; < j.l � ° I<. _ g .: I y, I 1,.:f I , L - 1. I r L' , I q , x Iff I -`I-1- , ) I.d.. I, �° CAST-dN-RLACE, ..� 21 °.. Ir, ICONC..SLAB I _ _ 03 o I \ - I VJ <__ _...roI �I % ®p e. . <TO SUPPORT d , . ° ,I ..'< I„ , , _ .,.#42!'o.cTOP & BOTTOf�t8" CAST-IN-PLACE < °CONC. SLAB CAST-91N-PLA6E I. JI. CQNO. 5 B J ,I I' e -- — --- —� �� a ■ , S�j- —7-71 ° < . ° , ^ ° ------ -—-—-—-—-—-—-—- _—- -—- --- —_°�-`\I\. I , , — — °� -- --J e \` _ \. w ,I < < I.m. °I r I� "'I 'I ,a 2"x16' L" J \\ " \ " �I — -----,-! J I I Cone" BEAM �� ■ °I I J , 6 6 #5012" o.c. TOP & BOTT.I \<'�-— ———°'L — 17 S OUTER LAYER 3'-115x.. 3'-1158:, —23 �— ----r `■ SE■ COASTAL CONSTRUCTION #5®8" o.c. TOP & BOTT. CONTROL LINE (CCCL) 7111, INNER LAYER FIRST FLOOR FRAMING PLAN o A 19 20 SCALE 1/4' W NOTES: 2■ J■13'-15/g" 12'-0" P.T. 2x12 ® 24" o.c. MAX. TYP. 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA 2. REF. FINISHED FLOOR ELEVATION = 10'-2" (ACTUAL ELEVATION = 27'-2"). S #4®12" o.c. TOP & BOTT. 1 F■ 16 OUTER LAYER 3. SLAB REINFORCING IN NORTH-SOUTH DIRECTION MUST BE IN OUTER #4®12" o.c. TOP & BOTTI ryP SLAB REINFORCING IN EAST-WEST DIRECTION MUST BE IN IN LAYERS. ■�m I INNER LAYER (2) P.T. 2x122E 2 j -—- - - - - 1 - - -—- - LEGEND PILE LEGEND: -— ` P.T. 2x12 _ OX INDICATES OPENING MARK O BUTT ELEVATION = 23.67' N.G.V.D. , < ° ■ °° ° `" SEE DESIGN PRESSURES ET S-3 ❑ P.T. 4.4 POST. d 29 � ON SHE (1) "H2.5A" EA. END N CAST-IN-PLACE CONCRETE WALL TIP ELEVATION = (-)8'-0" BELOW FINISHED GRADE °■ OF EA. JOIST. TYP. < ■ °` 4.. o- EXTERIOR CAST-IN-PLACE CONCRETE WALL BELOW ra °' 1 ✓ •�______ INTERIOR CAST-IN-PLACE CONCRETE WALL BELOW ' 17° ° I° ° ° 1 ° 8" CONC. SLAB T -T DOOR OPENING BELOW /SLAB EL=29.83' N.G.V. . -- SIM. SIM■ a a° O p,T. 2x12 / 11 \�, y WINDOW OPENING BELOW O P.T. 2x12 —_ _ _ CONCRETE COLUMN '■ OPEN _ _ 6 2 B ■.° < I° (10)-10d NAILS ■ ° 25 _ —__— _ _ -+ f1+. DECK JOIST SE ARCH. FOR —° I '6 1 SPLICE TYP. CU E GEOMETRY SEE PLAN SEE PLAN ■ B CAST=IN-PLACEI O P.T. 2x12 x - �� i. CONC..SLAB ,,-,-.° I , m ° ■ CONC. WALLWALL- 4a �I N 8" CONC. WALL BEYOND B" CONS: SEE 1/S-5 FOR — P.T. 2x12 SEE 1/S-5 FOR REINF. a REINF. ° ■ a I T/MAT ELEV. ■°< °< g 9 _ _ _ 1/2" PREFORMED ,Q 16.54' N.G.V.D. EXPANSION JOINT °_I° —_ _ _ _ _ _ _ _ _ _ _ EE CONC. O C. S 7 & REI MAT III I I I I III . C MATER SLAB / & REINFSEE . FOR SIZE ■�°� _ w WWF -. r-SEE PLAN SEE PLAN-� ,■ I d.. ( ) P.T. 2x12 - " • < °I _ _ d d a a' EL�2$'-4/� III- a °. .. .. ° ■° TYP: U.Q.N. ( ) P.T. 2x12 m • a n, da •• �T-� 2 GRADE BEAM a' — — — — `a ELW--/22L-11/" x SEE PLAN io a —I —1 " ` 8 a a FOR SIZE & REINF. -III— -III- ■ ° TYP. U.O.N. ti ■ 1 o. B/MAT ELEV. `. ti--_ - D 1,_ 1•_6•• 15.04' N.G.V.D. EL _n - - - - - - ELEV. OF 1D OP N.G.V.D.D. 4" 0 AUGUR CAST PILES 1YP. 3-0" Q. Ty -1 ° e a WOOD DECKING nP' SEE PLAN & A/S-1 <I T/DECK EL.=22'-2" N.G.V.D. W I <°CO'N BEAMa x 15" O P.T. 2x12 <J (2) P.T. 2x12 _ (2) P.T 2x12 V I P.T. 2x12 STRINGER P.T. 2x12 RIM BOARD CONCRETE MAT SECTION e �..■ SCALE: 3/4" L■ r PROJECT NO. REVISIONS: DANIEL J.CHARLMA.P.E. STRUCTURES INTERNATIONAL, LLC STRUCTURAL�"°"�" X90 _ —� 1611 BEACH AVENUE ISSUE DATE: 8583 PHIIJ HCHWAY 200 E%ECtf111E WAY 0221N8 7563 NO 800 200 VC BEALH,R 32082 JACNSONdLLL 132256 TEL(9041 285-9890 ATLANTIC BEACH, FLORIDA DRAWN BY: I ) N9K TEL(9041 296-2646 FM: 1104 296-WB CHECKED BV: FAX:(9047 296-6646 DJC EXWL 51■STRU HORJINi N • FIA CERPFlCATE OF NILHORIZAiION NO.:9800 Rep.N0.54573 J 1 COASTAL CONSTRUCTION0-C WA-I,,- -PLACE CONC O BEAM. CAST-IN-PLACE 10"x20" COCONC. I CONTROL LINE (CCCL) BEAM ¢ 12 I _ _____ r ! ________ I ________ _ _, r_____ _______ _______ _ _ _ _______ O - 1 1 I yi. �y Vi� 21 20 19 j j 18 17 1 I7 j 1 ��t r +33.9 PSF -46.7 PSF t \ I I I I ° p •8" MAX (6"'MIN). I I I 1 I 12"x20" CONC. I, CAST Id PLACE' I SLAB PENETRATIONS I t l t 8•x 1 6" CONC. BEAM s� O I BEAM - COYJC SLAB..< i. .I ze Q 1 1 I I 11 x 2" STRUCTURAL TOPPING SEE ARCH. FOR ABOVE OPENING Q I g w/ 6x6 - W1.4xW1.4 WWF LOCATIONS. TYP. {{ I S w/ 2-#5XCONT. ''� .3j• FLAT MATS. TYPICAL `__ 5 ® 6'• ox,.BOTTOry 7� oQ�� Oy1�P+� OQQ�d I i 1 a I//. o I i S-rX OI s.r_'.� _. v�•I 0 o 20 I I 4'IGP',O 5GPy �y?�' +11`P +33.9 PSF I a of I 1 +35.2 PSF 'I O 4` -46J PSF II II 1 i 49.7 P5F �..` Q� I OPEN ¢ II II ri" OR / O uP \\`\`( I -� -1 +-•► p SADDLE TYPE 70" PRECAST HOLLOWCORE PLANKS ® 4'-0" o.c. MAX. TYP. I 1®��ECAST SOLID PLANKS Qs+ I I D R // .�6 °• 6 <\w�� B"x16" CONC. BEAM I II ^Ol lo.c. MAX. ttP. it ABOVE OPENING )WF 2" STRUCTURAL TOPPING MIN, 2" $TRUGTURAL TO� w/ 2-#SxCONT. MI 6x6 -:WCTURAL4 T.W2 ® ® 6" o.c. BOTTOM I #4 DOWELS I• 7'® 12" o.c. TYP. " - FL 6x6 - W1.4xW1.4 WWF p'o "1FLAT MATS. TYPICAL II FLAT MATS.TYPICALCyyl . '.I.) I6 t7 Z• "� TRENCH DRAIN.a� v L___� _ ____________ ____ _________ ____ ____ _ ____� I SEEARCH. FOR11 4" PRECAST HOLLOWCORE PLANK 4� I 3 LOCATIONNr " / 2 10/¢6 MAX °(6'•MIN)CONC. CAST fie (LACI; COt, 1B SLAB PENETRATIONS:SLAB,°c�.y • LSEARCH. FORIk 12"x20" CONC. . . 1I70P•(GUT M ) f- BEAMI #J 0 12"9.c BDTT l I(OUTER MAT) . 'L____ 12 I -s i I 10" CAST-IN-PLACE 10•'x20" CAST-IN-PLACE COASTAL CONSTRUCTION CONC. WALL CONC. BEAM. CONTROL LINE (CCCL) SECOND FLOOR&OFFICE ROOF FRAMING PLANS SCALE 1/4'- 1'-0' A x NOTES: 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA 2. SEE ARCH. DRAWINGS FOR DIMENSIONS. 3. REF. FINISHED FIOOR ELEVATION = 23'-B" (ACTUAL ELEVATION - 40'-2"). FLORIDA BUILDING CODE, RESIDENTIAL 2004 FLORIDA BUILDING CODE, RESIDENTIAL 2004 LEGEND DESIGN PRESSURES FOR COMPONENTS $ CLADDING DESIGN PRESSURES FOR COMPONENTS & CLADDING O INDICATES WINDOW MARK ON SHEET S-3 BUILDING DATA JOB INFORMATION (VERSION 1.00) o INDICATES DOOR OPENING MARK BULDlt4G DATA JOB IW(NtNATNM x SEE TJEsrm 4hYc.SS51J?FS Wind Velaft(mph) 120 Company ShucWlee International ON SHEET S-3 Importance Factor 1.00 Prepared By MSK Wind Velocity(mph) 120 Company Shuchrrea International Eapoeum Category c ImportancemureFS 1.00 Prepared By MSK EXTERIOR CAST-IN-PLACE CONCRETE WALL BELOW Dry C ternet alltynos Faetor Coeffi ) 0.86 Client Name Superiorch Airuction Dinetlonality Factor(kd) 0.86 Client Name Superior Construction .t INTERIOR CAST-IN-PLACE CONCRETE WALL BELOW Mean R Pressure Coe1tICIeM 3 0.16 Job Deaenpeon 1611 Beach Avenue T.-_____j Mean Roos NeI9M(R) 38.17 Internal Pnuun CeeMdent +0.18 Job Description 1811 Beets Avenue Building Width(R) 34.33 Mean Roof Height(R) 36.17 T-' T Building length(N) 99.00 Building Width M) 31.33 Roof Openings DOOR OPENING BELOW Building IJdgth(it) 99.00 WINDOW OPENING BELOW Roos Slope(x:12) 0.2b Job Number SS090 Root Slope(s:12) 0.28 Job Number SS090 CONCRETE COLUMN WALL PROVIDE NEOPRENE WASHER OPENINGS GABLE ROOF OPENINGS(MEAN ROOF HEIGHT<60') BETWEEN CONC. WALL & WOOD JOIST OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE OPENING OPENING LOCATION WITHIN OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE P.T. WOOD DECKING MARK DESCRIPTION ZONE ELEV.(it) WIDTH(inChM) HEIGHT(inch") PRESSURE(pen PRESSURE(pan MARK DESCRIPTION ZONE OVERHANG WIDTH(Inches) HEIGHT(Inches) PRESSURE( PRESSURE gen Ot Single garage door 4 5.00 121.0 84.0 25.1 -33.1 1 Skylight 1 n 26.0 42.0 15.4 -37.6 3 5/+" CONC. WALL 1 02 Sinegaragedoor 4 5.00 121.0 84.0 25.1 a9.1 2 S M 1 n 28.0 42.0 18.4 a7.6 SEE 25/5-6 FOR 03 Singlegaragedoor 4 5-00 121.0 84.0 25.1 -39.1 3 Skylight 1 n 28.0 42.0 18.4 -37.8 WALL REINF. P.T. 2x FLOOR 04 Door 4 6.00 36.0 64.0 27A J5.8 4 3 i M 1 n 26.0 42.0 15.4 -37.3 JOIST PILE CUT OFF EL. PILE CUT OFF EL. 13 Door 5 15.00 38.0 98.0 27.1 -42.2 S S i M 1 n 26.0 42.0 15.1 JT.B 21.13' N.G.V.D. (6)-10d NAILS 21,13• N.G.V.D. 18 SIN11 Glass Door 4 7500 108.0 96.0 25.1 a$.1 8 S i ht 1 n 28.0 42.0 15.4 -37.8 0 EA. SPLICE 35 SIWi Glace Door 4 13.00 108.0 98.0 26.1 a3.1 7 3 ht 1 n 280 42.0 15.4 -37.8 (2) P.T. 2x12 P.T. 2x12 w/ 5/g"exB" STAINLESS 17 3lkti Glass Door 4 15.00 108.0 96.0 25.1 -33.1 8 S i M t n 23.0 42.0 15.4 -37.8 Z7 iB Door 5 15.00 56.0 98.0 28.3 J0.9 -T- STEEL THREADED RODS w/ 2"0 OR 19 SlidingGlass Door 4 15.00 92.0 98.0 25A a34 8 i M 1 n 230 420 15.4 -37.8 10 S i M 1 n 23.0 42.0 15.4 -97.8 I �' SQ. x 1/8" THICK WASHER & NUT 38 SlidingGleca Door 4 15.00 82.0 96.0 25.1 a$,1 11 S i M 1 n 28.0 72.0 15.4 a7.8 *'� O 24" ox. STAGGERED. 20 Siding Glans Door 4 15.00 92.0 S8.0 25.4 -33A 12 s IM 1 n 260 420 15.4 -37.8 DECK SECTION e 29 Door 6 16.00 36.0 80.0 27.6 -19,0 13 S ht 1 n 28.0 42.0 15.4 a7.t 28 Door 4 15.00 72.0 96.0 2S,8 -34.0 1- S ht 1 n 26.0 42.0 15.4 -37.8 11 Window 4 15.00 73.0 73.0 26.3 -34,0 P.T. WOOD POST SEE PLAN (2) P.T. 2x12 SCALE: 3/q" = 1'-0" 12 Window 4 15.00 73.0 73.0 26.3 a4.6 13 Window 4 15.00 73.0 73.0 28.3 -94.6 15 Window 5 15.00 73.0 73.0 26.3 -40.9 17 Window 5 15.00 73.0 73.0 20.3 -10.3 ELEVATION #4 DOWEL 16 Window 4 15.00 73.0 73.0 26.9 -US 19 Window 4 15.00 64.0 61.0 26.9 a5.3 SEE 3/S-6 20 Window 4 15.00 64.0 61.0 26.9 a5,9 21 Window 4 15.00 64.0 61.0 26.9 a6.3 41 Door 5 25.00 38.0 BBA 30.2 -42.2 (2) P.T. 2x12 P.T. WOOD PAST ROUGHEN SOLID SLAB (2) P.T. 2x12 w/ 2"TOPPING EXTERIOR � � �EXTERIOR SURFACE 42 Door 4 25.00 72.0 96.0 28.8 -34.0 Sliding Glese Door _ 4 25.00 92.0 98.0 28-9 -99J .•<',,.-. ...::: __ D 2-#6 CONT. `.' w""' 68 Slidi Glees Door 4 25.00 92.0 98.0 28.9 a3A TOP 31 32 33 Window 4 25.00 110.0 73.0 26.9 a3.7 e4 3435 36 Window 4 25.00 110.0 73.0 28.8 a3-7 #3 CONT- -- 62.63.64 (2� P.T. 2x12 m CONT. BEARING 6263,64 Window 4 25.00 110.0 73.0 26.0 a$-7 INTERIOR 2x12 IN ERIOR STRIP 37 Window 4 25.00 25.0 49.0 92.0 a7.5 38 Window 4 25.00 64.0 61.0 29.8 -35.3 (2)-5/8"0 STAINLESS 1O"x20" GONG. BEAM w/ 4-#6 CONT. 40 Window 4 26.00 64.0 61.0 29.9 45.3 STEEL BOLTS. 10" BATT. & #3 TIES 42 Window 4 25.00 64.0 61.0 29.9 -35.3 ® T+ o.c. M Wndo, 4 25.00 64.0 61.0 29.9 -351 - PLAN 46 Window 5 25.00 64.0 61.0 29.9 .41.7 48 Window 4 25.00 84.0 61.0 29.9 -35.3 50 Window 5 25-DO 54.0 61.0 29.9 -41.7 DECK SECTION e SLAB SECTION e 52 Window 4 25.00 54.0 61.0 29.9 -95.3 SCALE 3/" = 7'-O" 3 54 Window 4 26.00 28.0 61.0 31.6 -97.1 a SCALE: /4" = l'-0" 55 Window 4 25.00 67.0 61-0 30-2 -35.5 56 Window 4 25.00 57.0 61.0 30.2 -35.5 57 Window 4 26.00 57.0 61.0 90.2 -35.5 58 Window 4 25.00 57.0 61.0 30.2 -35.5 59 Wind 4 25.00 26.0 81.0 11.6 a7.1 Window 4 25.60 28.0 61.11 31.6 -31.1 _6601 Window 4 25.00 64.0 61.0 29.9 -35.3 Width of end mne(a)in feet=3-483 DMIIEL J.CHARLETTA P.E. STRUCTURES INTERNATIONAL, LLC STRUCTURAL ENGINEER 55090 PROJECT NO. REVISIONS 1583 aulwINGPHIUPSam HIGHWAY 200 E%ECUINE WAY 1611 BEACH AV E N U E JPGI60NN)LLE,FL 32258 (901)285-�B.FL 32082 ISSUE=4�ATE: F.':fso;298-8848 A:(904)296-8848 ATLANTIC BEACH, FLORIDA DRAWN BY. S'3 / EL SIOS,R JMRESIN 00u MSN FIA.CEFTTC E OF A OR11ATON NO,9800 �No 54573 CHECKED BY: DJC COASTAL CONSTRUCTION CONTROL LINE (CCCL) 10"x20" CONC. 0 BEAM 6 S-6 3 p---_- --_ __^I SIM. q O 58 ____ — I i I i 6O 59 57 j � ' - --- 8 56 55 54 52 50 I t r I 1 SLAB PENETRATION 11 SEE ARCH. FOR LOCATION j i ' I' TYP. i 4, OPEN 3 I o 15 I O j l I SB I I 1 ^■ o OPEN I -1- -- r I ■ � MIN. 2" STRUCTURAL TOPPING w/ 6x6 - W1.4.W1.4 WWF13 11 1 FLAT MATS. TYPICAL i j II SEE HI ROOF FRAMING OPEN 1 s 8 9 10 PLAN THIS AREA. 1 I I L I 1 a 2 1 1 0 OPENHOLL COR SADDLE TYPE O N p N p N 122 3 I 21 is 41 't 1 = 31 32 33 34 35 36 10" PRECAST SOLID PLANKS ® 4'-0" o.c. MAX. TVP, I I: L 1 62 63 64 I I 1 - - '---- ---------- ---------- - _-" --r---_.. I MIN. 2" STRUCTURAL TOPPING I l - - _ - --- _ w/ 6x6 - W1.4xW1.4 WWF `I r STAINLESS STEEL _.I FLAT MATS. TYPICAL bI" 'ZEE" /. I 6 17 � 1 - - -- -- I I 10"x16" CONC. _ BEAM 3 3 COASTAL CONSTRUCTION _ � I CONTROL LINE (CCCL) SIM. ROOF FRAMING PLAN Z 0 SCALE,�.•_ ,.-0. II NOTES: 1. SEE SHEET 3-5 FOR GENERAL NOTES & DESIGN CRITERIA 2. SEE ARCH. DRAWINGS FOR DIMENSIONS. 3. TOP OF TOPPING = 36'-2" (ACTUAL ELEVATION = 52'-2"). LEGEND OINDICATES WINDOW OPENING MARK SEE DESIGN PRESSURES ON SHEET S-3 OINDICATES DOOR OPENING MARK SEE DESIGN PRESSURES ON SHEET S-3 EXTERIOR CAST-IN-PLACE CONCRETE WALL BELL ow INTERIOR CAST-IN-PLACE CONCRETE WALL BELOW r� T----T� DOOR OPENING L= WINDOW OPENING CONCRETE COLUMN PROVIDE STANDARD 90' BEND 2Z IN TOP BARS ® DISCONTINUOUS ENDS TYP. - MIN. 2" STRUCTURAL TOPPING 3 HOLLOWCORE SLABS 4 FL 6x6 - WYPICAL 4 WWF HOLLOWCORE LABS SOLID SLABS _ 12 BEYOND S 6 BEYOND FLAT MATS. TYPICAL a I SIM. BEYOND SOLID SLABS � s SIM. BEYOND n P a.i J a a J s ' a a I 1 1 19 '�. � a a•. 4" PRECAST SOLID PLANKS ® 4'-0" o.c. a MAX. TYP. f I I - 1 OPEN OPEN OPEN SEE B/S-6 FOR TYP. OPNG. SEE FOR TYP.S. OPNG. REINFORCING a 4 - REINFORCING 20 n SEE B/S-6 4 - FOR TYP. OPNG. 11 TRENCH DRAIN - a - REINFORCING - '1� SEE ARCH. n Q n I WALL1Z 8" CONC. WALL :.a 6 10 5 0 2" ..1. 17 5- SEE 1/S-5 HI ROOF FRAMING PLAN w/ W ® ,2" CE _ - FOR TVP. REINF. � EA. WAY EA. FACE � - SCALE 1/4•_ 1'-p' O ELEVATOR NOTES: I. a o" con c. WALL / o.c. • J i. SEE SHEET FOR GENERAL NOTES & DESIGN CRITERIA n / - J a: w #5 ® 12" . a 2. SEE ARCH. DRAWINGS FOR DIMENSIONS. �R Ery ��OPEN I I !///- I EA. WAY EA. FACE I 3. IUP OF TOPPING = 3T-10" (ACTUAL ELEVATION = 53'-101/4'"). / \--OPEN--\_/ �I•�J OPEN I LEGEND ra� WASEELL ARCH. DRAWINGS FOR PARTIAL WALL ELEVATION EXTERIOR CAST-IN-PLACE CONCRETE WALL BELOW WALL OPENING GEOMETRY SCALE: 1/4" = V-0" A PARTIAL WALL ELEVATION_q a PARTIAL WALL ELEVATION SCALE: 1/4" = 1'-0.. 0 SCALE a 4'-5.. o a #3 TIES ® 12" o.c. TYP. #3 TIES ® 12" o.c. #3 TIES ® 12" o.c. TVP. 10-#6 .c #3 TIES 6-#8 w/ #3 TIES ® 12'" o.c. VERT. 12-#5 .c #3 TIES ® 12" P.C. VERT. ® 12" o.c. VERT. COLUMN SECTION aCOLUMN SECTION a COLUMN SECTION SCALE: 3/4" - 1._O„ q SCALE: 3/4" 3 a SCALE: 3/4„DE STRUCTURES INTERNATIONAL, LLC STRUCTURAL TURALE ENGINEER STRUCTURAL ENGINEER 736. HIIlP9 HIGHWAY 200 EXECNTN?WAY euapwc epp POM?O? 2 -989 FL J2p62 PROJECT NO. REVISIONS: JACKSONJIUE, L' .2236 TEL 904)293-8890 1611 BEACH AVENUE 53080 TEL(804)296-2846 FAX;(904)296-SB46 296-6aa6 ISSUE DATE: ATLANTIC BEACH, FLORIDA 02a4a ENAIL:BIOSiRUCTU 1NR_CON FIA CERPFlCATE OF MfINORIZATION NO.:9600 ..._.._ _ Reg.NoW73 DRAWN BY: 2'-0" ROUGHEN 1-#4 CONT. ® NOSING. 1-#4 CONT. @ NOSING. SURFACE _ _� PROVIDE STD. HOOK #4®12" o.c. #5®12" o.c. EA. WAY. INTO WALL EA. END- Eq. WAY HOOK HORIZ. BARS HOOK ALL HORIZ. FIN, =III- INTO WALL EA. END. — - BARS INTO WALL � GRADE _• � EA. SIDE. 2 � • B' CONC. WALL =III- 8" CONC. SLAB SEE 1/5-5 FOR •" °• tiN 8" CONC. WALLIII SEE PLAN FOR VERTICAL WALL 0 •• REINF. W/ WAY C TE B' CONC. WALL REINFORCEMENT EA. WAY CENTERED 6 MIL VAPOR BARRIER 1„ TYP. SEE 1/S-5 FOR VERTICAL WALL10" WIDE CURB-- REINFORCEMENT �" TYP. 10', EA. SIDE OF STAIR 1/2" PREFORMED ROUGHEN E.P. JOINT MATERIAL 6" MIN SURFACE --. GONG. SLAB o., ROUGHEN a FIN. a TYP, SURFACE PREFORMED 8� T/GRADE BM. GRADE ROUGHEN SURFACE 6 MIL VAPOR BARRIER EXP. JOINT MATERIAL T/GRADE BM. SEE PLAN g CONC. SLAB SEE PLAN _ T/GRADE BM. CONC. SLAB EXP II ,/z. JOINT I I I SEE PLAN SLOPE 1' o MATERIAL ROUGHEN SURFACE III 11 O_31 i CONC. SLAB -III- 12 FIE CLR. 'a ROUGHEN SURFACE T/GRADE BM. —I a• SEE PLAN GRADEBEAMBEAM -a.,' ;. SEE PLAN -III- II=I f III=I I I=I T/MAT III- Y SEE PLAN 6 Mil VAPOR BARRIER 8" GONG. WALL FOR SIZE & REINF. - '^ 6 MIL VAPOR BARRIER -III—I SEE 1/S-5 FOR 5. 6 MIL VAPOR BARRIER ° VERTICAL WALL = 6 MIL VAPOR BARRIER ° ri REINFORCEMENT .. '° • ' - GONG. MAT SEE PLAN °' FOR SIZE & REINF. ° 1p < GRADE BEAM GRADE BEAM g ROUGHEN SURFACE SEE PLAN SEE PLAN FOR SIZE & REINF. - o FOR SIZE & REINF. �' a n -III- �. T/MAT -III- SEE PLAN a 14" 0 AUGUR CAST PILES III_I,• SEE PLAN & A/S-1 — EXTERIOR W EXTERIORAI I I �-14" 0 AUGUR CONC. MAT q WALL FTG.e a"0 AUGER CAST PILES CAST PILES SEE PLAN a ALL FTG.e _ EXTERIOR WALL FTG PILE e SEE PLAN & A/s-1 -- 1 SEE PUN & A/s-, _ EXTERIOR WALL FTG. a FOR SIZE & REINF , SCALE: 3/q,. = 1,_p„ - SCALE: 3/q" = 1'_p' SCALE: 3/q„ = 7,_0,. STAIR SECTION a SCALE: 3/q" _ 1'-p" - \,r SCALE: 3/4. SOLID SLAB -III— 14" 0 AUGUR CAST PILES w/ 2"TOPPING STAIR SECTION SEE PLAN & A/s-1 8" CONC. WALL e 8" CONS. WALL - a• #5x 2'-0"� WALL REINF. OR SEE 0/S-5 1-4 SCALE 3/q" = 1-p #4 DOWEL SEE 1/S 5 F SEE 1/S 5 FOR 8' 1/S-CONC. WALL • 4 DOWEL x 10" VERTICAL WALL I-I I I SEE 1/S-5 FOR -III= 8" CONC. WALL #3 CONT. a N GROUT FILLED KEYWAYS REINFORCEMENT _III III VERTICAL WALL SEE 1/5 5 FOR °°-. I- & TIED TO 3 ' # CONT. REINFORCEMENT II II_ VERTICAL WALL 2" S SOLID SLAB ROUGHEN —III FILL —_III- REINFORCEMENT SOLID SLAB w/ 2" TOPPING a SURFACE o IIS _ III III w/ 2"TOPPING SOLID SLAB ROUGHEN SURFACE ROUGHEN SURFACE g - e e - ROUGHEN ' CONT. BEARING #3 CONT. w/ 2"TOPPING T/MAT ° o ROUGHEN SURFACE SURFACE 1 STRIP 8" GONG. WALL 5 FO 8" C WALL SEE PLAN - " STONE FINISH i 8".24" CONC. BEAM ROUGHEN R SEE C S-5 FOR ' ) p2-#6 CONT. SUURFACE t, REINF RCEMENT /N -.x.— . ° .. °• ° ° • SEE ARCH. fi VERTICAL WALL & BOTT. & #3 CONT. TIED n • GONG, WA GR • • `� TO 1 REINFORCEMENT 8tl T s ° # VERT. REINF. ROUGHEN SURFACE ROUGHEN SURFACE CONC. MAT ° - ° 3 TIES ® 12" o.c, ° • ROUGHEN .>.n ...„-. SEE PIAN ° ° - ,� ° - • SURFACE CONT. BEARING x FOR SIZE & REINF. •° - °a - .q 1/q" MAX STRIP • ° � L8x6x T/16(LLV) STAINLESS W/ CONC. WALL . e • •.'-• - 12" GONG. WALL ° ° - - '/Sv 1 DRILL CONT. BEARING °'. 2' 0" SEE 25/S-6 FOR "0x6" STAINLESS STEEL SEE 1/S-5 FOR HOLE, CLEAN & STRIP WALL REINF. TYP. REINF. CONC. WALL °° ° °° #Sx 2'-0"� THREADED ROD ® 24" o.e. DRILL FILL w/ EPDXY. SEE 1/S-5 FOR d^ FROXY. •I I—III-I I %"0 HOLE, CLEAN & FILL w/. TYP. REINF SLAB SECTION 9 . 3 s- WALL SECTION ;D WALL_ SECTION „ DROP PANEL a - < SCALE: /q" = 1'-0" ® SCALE: 3/q" 1'-0" 3/4' = WALL SECTION 14" 0 AUGUR CAST PILES SEE 1/S-2 SCALE: /4 1'-0" 12 SEE PLAN &A/S-1 14" 0 AUGUR CAST PILES 12" CONC, WA SCALE: 3/4" _ ,'-p" WALL FTG. SEE PLAN & A/S-1 SCALE: 3/q" 1'-0" a TyP.WALL CORNER REINF ROUGHEN SCALE: 3/q" - i'-p" 8" CONC. WALL SURFACGONG. WALL-\\ SEE 1/S-5 FOR BEYOND - VERTICAL WALL 'X REINFORCEMENT o: GOING. SLAB SEE PLAN 3-#5 CONT. BOTT, w. CONT. #3 CONC. WALL 2'-0" SEE iRSNF FOR SEOE GONG. WALL FOR CONC. SLAB ROUGHEN SURFACE - S CONC. SLAB SEE 3-#5 CONT. BOTTOM ° GRADE BEAM •- TEP. REINF. PLAN FOR REINF. CONC. SLAB SEE SEE PLAN FOR ROUGHEN -` ° SURFACE ROUGHEN `' 1 -••. FIN. n N FOR REINF. CONT. BEARING STRIP SIZE & REINF. ROUGHEN SURFACE � � _ - . I--III- SURFACE - GRADE II-III II ,. � SOLID SLAB - CONC. SLAB SEE CONC. WALL I. I I- _ ((�� LA • J PLAN FOR REINF. SEE 1/S-5 FOR CONC. WALL — w/ 2" TOPPING SEE �. .• �.• I .. III- .a PLAN 6 TMP. REINF. SEE 1/S-5 FOR .. •` q•• 2 = .. — .2� 2•. — — - _ a ROUGHEN TYP. REINF. T/GRADE =1 I- <J =1 I I- /— SEE PLAN SURFACE4. T/GRADE 8M,,&, ./ 6 MIL VAPOR BARRIER SEE PLAN 6 MIL VAPOR BARRIER T/GRADE BM. 9. GRADE BEAM t GRADE BEAM SEE PLAN #5 DOWELS _ T/GRADE BM. SEE PLAN =III- 6 MIL VAPOR BARRIER SEE PLAN SEE PLAN FOR SIZE & REINF FOR SIZE & REINF 32" o.c. I—III- CONT. #3 CONC. WALL •, SEE 1/S-5 FOR ROUGHEN SURFACE .. r. TYP. REINF. CONT- BEARING STRIP GRADE BEAM •t CONC. WALL SEE PLAN GRADE BEAM 6 MIL VAPOR BARRIER SEE 1/S-5 FOR FOR SIZE & SEE PLAN TMP. REINF. ` REINF. 1 t FOR SIZE & WALL SECTION 3 a REINF. 4" 0 AUGUR CAST PILES WALL SECTION 4 z'=d"I SEE PUN & A/s—, SCALE: 3/q. _ 1._O„ SCALE: 3/q" 1'_O" 14" 0 AUGUR CAST PILES — —" EXTERIOR FTG. SEE PUN & A/S-1 =1 I- INTERIOR FTG. 6 SCALE: 3/4" - 1, O,. 5 SCALE: 3/q" = i•-0'• EXTERIOR FTG.@ PILE 5 3'-10" EXTERIOR FTG. 6 8" CONC. WALL SCALE: 3/q" X X SEE 1/S-5 FOR SCALE: 3/q" = 1'-0" VERTICAL WALL ROUGHEN SURFACE 0 REINFORCEMENT - CONC. SLAB SEE ' PLAN FOR REINF. PLAN FOR REINF. �3-#5 CONT. BOTTOM ° - #3 TIES-' �-6-#5 w/ #3 TIES GRADE BEAM CONC. SLAB SEE ® 12" o.c. ® 12" o.c. VERT. ° SEE PLAN PLAN FOR REINF. 3-#3 TIES °, . d. • FOR SIZE & REINF. #5 DOWELS ® 32" o.c. GONG SLAB SEE T/S� CONC. SLAB SEE PLAN FOR REINF. SECTION X-X T/GRADE BM. , i. 1 2 _III SEE PLAN FIN. PLAN FOR REINF e 4 SEE PLAN T/GRADE BM. _ 6 MIL VAPOR BARRIER AIDq ROUGHEN SURFACE SEE PLAN -III-I GONG. WALL GRADE BEAM ROUGHEN SURFACE SEE 1/S-5 FOR •. _a SEE PLAN FOR CONC. SLAB SEE 30" CONC. SLAB SEE PLAN FOR REINF PLAN FOR REINF. •0, I — — . — TMP. REINF Tl//GRADE BM. J2 TI I _ SIZE & REINF. GRADE BEAM , .� .,• r.. - �. �. . T/GRADE BM. v SEE PLAN ' ,., SEE PLAN 6 MIL VAPOR 6 MIL VAPOR BARRIER SEE PLAN FOR REINF. ♦ - BARRIER ROUGHEN _ GRADE BEAM GRADE BEAM SURFACE SEE PLAN SEE PLAN FOR SIZE & REINF FOR SIZE & REINF. • _III v• =III- ROUGHEN SURFACE CONC. WALL GONG. WALL ROUGHEN SURFACE p 4"-0" 30 SEE 1 SA5 FOR SEE ,/S-5 FOR 6 MIL VAPOR t ` a #5 DOWELS - I- ®12" o.c. kI— / GONG. WALL TYP. REINF. TMP. REINF. SEE 1/S-5 FOR 6 MIL VAPOR BARRIER CONC. WALL TYP. REINF. 6 MIL VAPOR BARRIER SEE 1/S-5 FOR INTERIOR FTG. 9 TYP. REINF. — 14" 0 AUGUR CAST PILES =1 (- SLAB STEP WALL SECTION 21 -I I- SEE PUN & A/S-1 SCALE: 3/q" 1'_p" 5 2° WALL SECTION 22 SCALE: 3/q" 1,-0" S' SCALE: 3/ �— C SCALE: 3/4" EXTERIOR FTG. 23 WALL SECTION SCALE: 3/q" - 7'-p' -- 24 WALL SECTION SCALE: 3/4" _ ,'_0" SCALE: 3/ 25 STRUCTURES INTERNATIONAL, LLC STRUCTURAL N�`�'APE ELJ.CHENOIN R 7563 PHIl1PS HIGHWAY 0.1 HB 690 200 E%ECU9YE WAY J,.LN50NNLLE,FL 32258 PoNiE VEOR°BEACH,FL]2092 1611 BEACH FE ((904)296-2µB 1FL:(994)285-9890 AV E N U E — FAx:(906)296-8866 FAX;(904)298-8848 5SO90CT NO. REVISIONS: 6 .S0oFA_RE81NLC9M ATLANTIC BEACH, FLORIDA ISSUE DATE: F1A CEFOFlGiE OF pI11HORRATION NO.:9800 022.M _� Rap.N0.3/57J DRAWN BY: NISK CHECKED BY: DJC { a ,) #4 DOWEL x ,'-4"� ° #4 DOWEL a c .d ROUGHEN ROUGHEN SEE 3/S-6 ROUGHEN d ,d IN GROUT FILLED KEYWAYS SURFACE SURFACE b' & TIED TO #3 CONT. SURFACE GONG HOLLOWCORE SLAB .� S HOLLOWCORE SLAB HOLLOWCORE SLAB RE NFORCING'R SEE OU '"/ NG SURFACE S HOLLOWCORE SLAB 3 CONT. 2" TOPPING SEE PLAN FOR ROUGHEN •.. < w/ 2' TOPPING # ° w 2' TOPPING p�'N REINFORCING SURFACE = SOLID SLAB HOLLOWCORE SLAB w/ 2" TOPPING o �4 w/ 2"TOPPING w/ 2"TOPPING o n _ a-- LOPE ¢ _ HOLLOW OR SOLID SLAB w/ 2" TOPPING a rp ROUGHEN � e ,- ;. SURFACE #3 CONT. TIED � TO VERT. REINF. �` _ -�:•; x.-- #3 CONT. TIED nV BEARING #3 CONT. TIED TO VERT. REINF. ° ° CONT. d TO VERT. REINF. CONT. BEARING 1-#5 CONT STRIP B"x21" GONG. BEAM ROUGHEN CONT. BEARING EA. FACEff4!R 10"z25" CDNC. BEAM STRIP GONG. WALL ROUGHEN w 2- 5 CONT. ROUGHEN CONT. BEARING y�Rlp #6 CONT. CDNCWALL/ # SURFACE CONT. BEARING SURFACE STRIP SEE 1/S-5 FORCONT. BEARING SURFACE 8" TOP, MIDDLE & BOTT. STRIP CONC. WALL BOTT. w/ SEE 1/S-5 FOR STRIP GONG. WALL #5x�18"0 12" o.c. & 3# TIES ® 12" o.c. GONG. WALL CONC. WALL SEE 1/S-5 FOR #3 TIES ® 12" o.c. TYP. REINF. IYP. REINF. SEE 1/S-5 FOR SEE 1/S-5 FOR TYP_ REINF. SEE 1/S-5 FOR 8" TYR. REINF. TYP. REINF TYP. REINF. WALL SECTION a SLAB SECTION e WALL SECTION 2 WALL SECTION e WALL SECTION a WALL SECTION r5 SCALE: 3/4" WALL SECTION® 3 SCALE: 3/a" = l'—D" SCALE: 3/a" _ , G° 3 SCALE: 3/a" _ �-O" ® SCALE: 3/q" = 1'-0" SCALE: /4� _ �-0' SCALE: /q" _ -0" #4 TIES 10" o.c. WINDOW WALL 2-#6 CONT SEE ARCH. MIDDLE wl #4 TIES 2„ ® 10" .c GONG. WALL 2-#7 CONT.— HOLLOWCORE SLAB SEE SOLID SLAB SEE 1/S-5 FOR w/ 2' TOPPING PLAN w/ 2"TOPPING #4 DOWEL TYR. REINF. dGONG. WALL BEYOND #4 DOWEL / SEE 3/S-6 SEE PLAN #4 DOWEL x SEE 3 S-6 SOLID SLAB ROUGHEN SOLID SLAB •• SEE 3/S-6 { SURFACE 2 TOPPING - d- ., SURFACE w/ Z TOPPING • _ SIZE A&SOR ROUGHEN ' ." :,, 8" CONC. WALL • 8' GONG. WALL GONG. BEAM 36 '` "`� + ` i ON M " ROUGHEN w/ OPPIN _CO NC. •. SEE 6 S-6 FOR c., ,. x SEE REINF. SURFACE SEE 1/S-5 FOR SEE 1/S-5 FOR / B . • SIZE & REINF. m t, w C EA REINF. - � _ 2-#6 CONT. // #3 CONT. REINF. �. m 2-#6 CONT. � '< TOP � FOR & REINF. 4 a TOP r.. ` z� a 36„ 2'-0•• •; a #3 CONT. .:.... ..; #3 CONT. . a GONG. BEAM SEE 6/S-6 •,°� ° ROUGHEN---/ HOLLOWCORE #5x 2'-0"� • e. -'. # TIES ® 12 o.c. STRIP FARING FARING FOR SIZE & - SLAB w/ 2" 0 4'-0" o.c. ° < • • M 2 #5 CONT. w( o, CONT. B m CONT. B - d GONG. WALL SURFACE 3 STRIP ° � a 10 x20" GONG. BEA • REINF. 9 : a, TOPPING q,. w/"4-#6 CONT. • P SEE 1/S-5 FOR NP. REINF. 8" CONC. WALL 1 x20" GONG. BEAM ALL CONT. BEARING CONIC, BEAM #Sx 2'-0"� SEE 1/S-5 FOR d 10" lo"x20" BOTT. & #3 TIES CDNC. W d w/ 4-#6 CONT. ® 12" °'C' SEE 1/S-5 FOR 4. STRIP SEE 6/S-6 FOR ® 4'_0' o.c. REINF. io io BOTT. & #3 TIES NP. REINF. ROUGHEN '° SIZE & REINF. ® 12" o.c. SURFACE Q' 2-#6 MIDDLE SLAB SECTION a o SLAB SECTION 12 SLAB SECTION 36 3 - 6 WALL SECTION®s WALL SECTION ,0 3 S-6 SCALE: 3/q" = 1'-0" SCALE: /q -D" WALL SECTION(�ELEVATOR e - SCALE: /`" = 1-D" - SCALE: 3/q" = 1._0.. SCALE: 3/a" - �'_0' 4�, 10,. q, .. 6-#6 TOP & SCALE: 3/4' = 1-0" BOTTOM WALL SECTION „ SCALE: 3/4 = -0" HOLLOWCORE SLAB GONG. WALL w/ 2"TOPPING • SEE 1/S-5 FOR #4 DOWEL NK #4 DOWEL TYP. REINF. SEE 3/S-6 P x... SEE 3/5-6 1/'x4' HOLLOWCORE SOLID SLAB SOLID SLAB TOPPING TITEN HEX HEAD w/ 2 TOPPINGS ROUGHEN SOLID SLAB HOLLOWCORE SLABS 2 TOPPING 2 ®a 12" o.c. 2 TOPPING SOLID PLANK SURFACE w/ 2"TOPPING SOLID SLAB / / w 2"TOPPING w 2" TOPPING _ x x.. w/ 2 TOPPING w wl .,� A :, 4..L ,,�J:: ::.. a'- .'•' •::.. . ::...':, '::,::.�r,r�4..'i`._ �L H.: .ice.�...,_,.. L ". - 6 CONT ... ,..r. .'~-. CONT. BEARING 2 # ?: •,,�., *,, __I'. '� .:,..,.- f :,.:. 3 CONT. TIED TOPS:_`.. .•.mr,., +:�c. ,, .;,_, r ..'i -...,.m :.. —. ... >.. #3 CONT. TIED ". #0 VERT. REINF. STRIP -.� _ EINF T Y GONG. WALL .. ;.�;.�. ... .. ,.e..,....:,,,. ... .. �., - -��.::..,.,:. "_,.,.......,.. TO VERT. R , ° SEE i/S-5 FOR #3 CONT. OU EN ° TYP. REINF. < o+ CONT. BEARING 16 ROUGHEN d. R CONT. BEARING HOLLOWCORE PLANK M STRIP e SURFACE CONT. BEARING SURFACE - 4x16'�EA. 10'x16" GONG. BEAM CONI. BEARING SIRIP STRIP 4x16" 16® EA 21" CON BEA 0"x 4.. 10"x20" GONG. BEAM # w/ 3-#5 CONT. TOP STRIP GONG. WALL STAINLESS STEEL # w/ , ID CONT. w/ 4-#6 CONT. GROUT FILLED & BOTT. & #3 TIES GONG. WALL- CONC. WALL SEE 1/S-5 FOR BENT R w/ MIN. 6' GROUT FILLED rnk„MIDDLE & BOTT. BOTT. & #3 TIES KEYWAY. ® 12" o.o. SEE 1/S-5 FOR SEE 1/S-5 FOR STYPEE REINF BEARING KEYWAY. & 3# TIES ® 12" o.c. 10'• TYP. REINF. 0 12" o.c. IYP. REINF. WALL SECTION 20 WALL SECTION 21WALL SECTION 22 SLAB SECTION ,7 SLAB SECTION ,6 WALL SECTION ,s e 3 s_6 s-6 WALL SECTION ,5 SLAB SECTION ,6 5-6 SCALE: 3/q" = 1'-0" SCALE: /q -0" SCALE: 3/q" = 1'-0" S_6 SCALE: 3/a" = 1._0.. S 6 SCALE: 3/a" S_g SCALE: 3/4" = 1._0„ S-6 SCALE: 3/4 = 1•_0" SCALE: 3/q" = 1'-0" 10" GONG. BEAM SEE PLAN & 6/S-6 FOR SIZE & REINF B" CONC. SLAB SEE PLAN FOR REINF. SEE PLAN 2'-0" 12" CONC. BEAM #5x 2'-O"l IAN & SEE P6/S-6 FOR SIZE & REINF. T WALL T WALL SEE PLAN .n SEE PLAN a.°. Q. GONG. WALL w/ 15 ® 12' o.c. EA. WAY w/ CORNER BARS ROUGHEN SURFACE SEE PLAN TO MATCH. SEE 8/S-5 SIM. BEAM SECTION r23 T WALL SCALE: 3/4" = 1'-0" PROVIDE 2-#5 VERTICAL& HORIZONTAL �2 SEE PLAN TYP. ALL SIDES. w/ 12" CDNC. WALL \7 EXTEND HORIZONTAL BARS MIN. 24" 12" GONG. WALL #5 ® 12" o.c. .8 "�' �.--WALL EINF. PAST OPENINGS. #5 0 12" o.o, e _ EA. WAY EA. FACE 1 TYP. PROVIDE i-#5x4'-0" DIAGONAL EA WAY EA. FACE w/ CORNER BARS { SEEMA CHR BARS=III ° d 1 ,, . ° :.^ e I•. �� TYP. ALL CORNERS. TO MATCH d ' III_ �, ,.I, D: SEE 8/S-5 / 5 145" SHANK DIAMETER PAF ^' c ® 12' o.c. STAGGERED w/ III d a MINIMUM 1 1/4" EMBEDMENT. o D S T MAT ROUGHEN SURFACE ° 2 2"TYP. d MINIMUM (3 FASTENERS ROUGHEN SURFACE SEE PLAN TYP. °_ d:•( 2"TYP. PER SIDE �OR OPENINGS M EQUAL TO OR GREATER THAN d 3'-0" IN WIDTH. E'^'ATION OF TYPICAL WALL OPENING T MAT a SEE PLAN nd ae n I OPEN I..;'• 2x P.T. WOOD ° - d •. CAST-IN-PLACE CONC. MAT `•d BUCK TYP. _ •_ GONG. WALL ° ": °, I - �_. SEE PLAN ° m° / PROVIDE 2-#5 VERTICAL & HORIZONTAL °° FOR SIZE & REINF -4 ° d TYP. ALL SIDES EXCEPT BOTTOM. 4 • - EXTEND HORIZONTAL BARS MIN. 24"PAST d• - - P I •., .•. 1 ENI PROVIDE #5x4' 0" DIAGONAL S. t °°— - d.. • -I I—III—I III—I II 1 d I TYP. ALL CORNERS EXCEPT BOTTOM. —III— •� 1 4I/. 14" 0 AUGUR CAST PILES SEE AP V+N SEE PLAN &A/S-1 —,IO:°• GROUND FLOOR DATUM • °°d l �4 4 TYPICAL WALL OPENINGS AT DOOR w SECTION POOL 24 WOOD BUCK FASTENING DETAIL TYPICAL WALL OPENING REINFORCINGto SCALE: 3/4" 6 SCALE: NOT TO SCALE SCALE: PROJECT NO. REVISIONS' S DANIEL J.CH..,P.E. ISSUE STRUCTURES INTERNATIONAL, LLC gTRDp75RA1ENGINEER 1611 BEACH AVENUE DRAWN BY: S-6 D2NAM 1 200 EXECUTIVE WAY DRAWN BY: 7583 PHR1P5 HIGHWAY PONTE VEOM BEACH.FL 32002 ATLANTIC BEACH, FLORIDA NBK CHECKED BY: BUILOINO 000 TEL(qD4)_-9090 DJC JAI, oO 29-32258 FM; 904 298-0818 TEL(g04)298-2048 FA%: OL 296-0046 — E"N SIO UCWRMI4FLCON No"579 CERTIFICATE OF AIfIHdOZATION MD.:9000 Reg- _ 0 M 0 UCF � � ,;� .. � r !' �� I�I i I f ill I. '.� ,. I SII I# ! f i ` i 9 �. f 3 'i� � s j j �i: � I � i' i i �, I� k �� '� � �t ', ,; I �i I� E ��'. i �I �� !� �w ��, �fl,' I � ;� .r; I i� �� ,�, �i °,', j ,°;! �" '� ��, �a q'� �I 'i �' �: a '„ I � '�' �. ', � r i � [ ,. �� ', i i II I� ', r �, �� i '' ,� � ', ,� ,_ � ,. 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N O n � I Q n cv N s XCD m r N r DLw � W Q :--3 Q _ � �} U f O � oQ dI 0 0 0 0 0 0 I Iz Iz \Z I Li I n _II IIVA L-Zi 11S-1Z) 11Y/Ti S-ib uQ/S S-Ibb N Q i . . � � tl � �� 4''"' I'" '' I i � � . ' ' , � � � I� � � � � �� i 0—ch Pquf ❑ 13 111-2" 31 51-611 2'- existing service to be relocated [3 13 EG at garago flo4r d lug5 to bd 1060ted I c I Gu Ra m lId c0 —40 - > 13 , �-1 4- C� DINING ROO 1�3 C L LIVI L 6 STEEL BEAM 6/12 5TEEL BE F-t-7 ..... (I NOTE: dur, Chose I ..� I_- 1-3/4" X -1 1/2''I —I-3/4"� X_7 I/2- depth deter nod __ _MIC�RQL6M_E3 - _ by engineer NtiiTE s2TW 0 2 V moo-- ,� AHU _ � Flo r U95 Inj field to ed to bj L _%X)7__(01C_5 -walls 4" ty tu Ll aw e1n,tr 9. door -d 3070 - z ILI 11A IL 5C-ALE 1/4 = 11 011 IU < IL_ NEN NEN DATH 2 replace (carpet) (new vinyl floor obscure glass block In this area) exi5tin"3 f- In oxIstine openlnCJ5 windo 71 raise existing floor to bedroom floor level 7 1:1_ hi� Ll J MASTEF;i, BATH gas a :fl (V oil HU Closet Closet C) TEP X11D In: attic7320 77 2666 777-77 MASTER E3 el tc, emair I F )Pts #-T 4(P yihlrl I tub LT NOTE: Install _7 --ca ect— 10th X L =J apo Ir"? Li(�rornodato plumbing beneath r)e at I E-1 ex[51;19'01tcaticn LAUNDR'r/ RNIN& KITCHEN uxi 24 3068 z t ft-HT 10 05.0 :2 4,0 �UL BEDROOM 2 !)V4 doo exlstln (new carpet) � opening AV 11 I 1 A F axis Ing r NOTE: 1. NEW 3' X 3'X 12"GONG. FTG. W 5 #5 DARS E.W. OFFICE 5CALE 1/4 11 it all 2. SECOND FLOOR ELEGTRIC, TO BE REMAIN EXGEPT WHERE NOTED 3, E9 DENOTES NEW GONSTRUGTI ON exl5ting paneling— to remain beac i i \ ❑ D i OE,,, - existing almctrlc sarvica to be ❑ 13 _ raloGated i ` e �ng y oN Q LA Li r onditlon ng Lml "Y -._.----.__�__-_--- - - ks FIRST FLOOR L SGALI= 1/4" ILEI ILLI �.�.._ 0 0 <( no I r ILI � ` APPROVED CITY OF ATLANTIC BEACH I I BUILDING 05FIG FEB 2 II � existing stair to ba open I to First riser i I I FFs 18 199 DENOTES HALLS TO BE REMOVED SCALE- 1/4" P - O° p�{{'(�{il°�,' �,:i��' is �'•;��;�>�