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HomeMy WebLinkAbout2014 11 Fisherman's Landing Commercial Marina Improvements (Box 31 #6)CITY OF SEBASTIAN WORKING WATERFRONT SECTION 06, TOWNSHIP 31 SOUTH, RANGE 39 EAST VICINITY MAP � LOCATION MAP \ • • 0 Know what's below. Call before you dig. MERIDIAN LAND SURVEYORS 1797 Indian River Blvd., Suite 201 Vero Beach, FL 32960 Phone: 772-794-1213 Fax: 772-794-1096 Email: Ib6905@bellsouth.net INDIAN RIVER COUNTY, FLORIDA SITE DATA OWNER/APPLICANT: CITY OF SEBASTIAN OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN C/O JOSEPH GRIFFIN C-100 1225 MAIN STREET C-101 SEBASTIAN, FL. 32958 ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. C-103 1717 INDIAN RIVER BOULEVARD SUITE 201 MIDDELTON'S SUDIVISION 120.18 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE VERO BEACH, FLORIDA 32960 ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08°39'49"W, 22.12 FEET; (772) 770-9622 SURVEYOR: MERIDIAN LAND SURVEYORS, INC LB #6905 THENCE N01°22'37"W, 25.61 FEET; THENCE N25°15'42"W, 19.25 FEET; THENCE N43°49'16"W, 13.99 FEET; 1717 INDIAN RIVER BOULEVARD SUITE 201 THENCE N44°13'09"W, 20.01 FEET; THENCE N52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET VERO BEACH, FLORIDA 32960 TO A POINT ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 564, (772) 794-1213 ARCHITECT: C.E. BLOCK ARCHITECT LINE OF AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGINNING. 2655 49TH STREET, UNIT 8 SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESS VERO BEACH, FLORIDA 32967 LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (EXISTING) (772) 569-3799 SITE LOCATION: 1532 & 1540 INDIAN RIVER DRIVE FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SEBASTIAN, FLORIDA 32958 TAX 1. D. #: 31-39-06-00000-0010-00002.0 ZONING: CWR- COMMERCIAL WATERFRONT RESIDENTIAL EXISTING LAND USE: CW- COMMERCIAL WATERFRONT FUTURE LAND USE: RMU - RIVERFRONT MIXED USE SOIL TYPE: IMMOKALEE FINE SAND, POMELLO SAND & ST. LUCIE SAND PROPOSED USE: 1. ACCESSIBLE/ PROTECTED ACCESS PIER, FOR PUBLIC USE. 2. RELOCATE AQUA -CULTURE ACTIVITIES GROSS AREA: 0.61 ACRES N/ SHEET DESCRIPTION DRAWING INDEX - COVER OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN CIVIL PLANS C-100 SITE PLAN C-101 SITE DETAILS C-102 SITE DETAILS C-103 SUBMERGED LEASE AREAS ARCHITECTURAL PLANS A-1 FLOOR PLAN A-2 DEMOLITION PLAN A-3 ELECTRICAL, PLUMBING AND FIRE PROTECTION PLAN A-4 ELEVATIONS A-5 ELEVATIONS A-6 BUILDING SECTION A-7 BUILDING SECTION A-8 DETAILS A-9 DETAILS STRUCTURAL PLANS S1.0 STRUCTURAL SPECIFICATIONS S1.1 COMPONENT AND CLADDING DESIGN WIND PRESSURES S2.1 FLOOR FRAMING PLAN S2.2 FLOOR PLAN S2.3 ROOF FRAMING PLAN S3.1 CROSS SECTIONS S3.2 CROSS SECTIONS S3.3 CROSS SECTIONS SURVEY 1 OF 1 SURVEY � LEGAL DESCRIPTION (UPLAND PARCEL) LEGAL DESCRIPTIO N A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY, LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED) FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: N/ 00/ BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN MORE PARTICULARLY DESCRIBED AS FOLLOWS: RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS S25°39'00"E, (BASIS OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED LB DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25°39'00"E, A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP OF INDIAN RIVER COUNTY, FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF MIDDELTON'S SUDIVISION 120.18 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88°17'26"E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08°39'49"W, 22.12 FEET; MIDDLETONS SUDIVISION, A DISTANCE OF 116.14 FEET; THENCE RUN N07°50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN THENCE N09°03'01"W, 22.40 FEET; THENCE NO2°39'19"W, 22.82 FEET; THENCE N04°35'57"W, 22.64 FEET; N13°56'13"W, A DISTANCE OF 15.89 FEET; THENCE RUN NO2°14'55"E, A DISTANCE OF 42.86 FEET; THENCE RUN N21°54'42"E, A THENCE N01°22'37"W, 25.61 FEET; THENCE N25°15'42"W, 19.25 FEET; THENCE N43°49'16"W, 13.99 FEET; DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING; THENCE N44°13'09"W, 20.01 FEET; THENCE N52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET THENCE RUN S67°55'22"W, A DISTANCE OF 8.66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE TO A POINT ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 564, SAID MEAN HIGH WATER LINE RUN N01°22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER LINE, PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUN S79°29'04"W ALONG SAID NORTH RUN N71°51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69°04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN N21°19'59"W, LINE OF AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGINNING. A DISTANCE OF 22.65 FEET; THENCE RUN S68°44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19°48'00"W, A DISTANCE OF SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESS 27.25 FEET; THENCE RUN S68°08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (EXISTING) ALONG THE SAID MEAN HIGH WATER LINE, RUN N44°06'28"W, A DISTANCE OF 10.09 FEET; THENCE LEAVING SAID MEAN HIGH A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY, WATER LINE, RUN N68°08'12"E, A DISTANCE OF 50.95 FEET; THENCE RUN N21°19'15"W, A DISTANCE OF 60.78 FEET; THENCE FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RUN N64°59'24"E, A DISTANCE OF 122.46 FEET; THENCE RUN N 67°37'58"E, A DISTANCE OF 31.12 FEET; THENCE RUN COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL S21 °11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUNS 22°06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN S23°39'34"E, A OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN DISTANCE OF 43.70 FEET; THENCE RUN S22°06'36"E, A DISTANCE OF 15.25 FEET; THENCE RUN S67°53'24"W, A DISTANCE OF RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE 99.65 FEET; THENCE RUN N21 °14'28"W, A DISTANCE OF 10.37 FEET; THENCE RUN S67°55'22"W, A DISTANCE OF 87.00 FEET TO THE POINT OF BEGINNING. S25°39'00"E, 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SQ. FT.) MORE OR LESS. MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 116.14 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER THE FOLLOWING CALLS; THENCE N07°50'15"E, 32.54 FEET; THENCE N13°56'13"W, 15.89 FEET; THENCE NO2°14'55"E, 42.86 FEET; THENCE N21°54'42"E, 14.69 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MEAN HIGH WATER N28°31'48"W, 13.04 FEET; THENCE LEAVING SAID MEAN HIGH WATER N69°04'47"E, 32.41 FEET; THENCE N21°19'47"W, 120.07 FEET; THENCE N°64°59'24"E, 122.46 FEET; THENCE N67°37'58"E, 31.12 FEET; THENCE S21°11'23"E, 43.03 FEET; THENCE S22°06'09"E, 47.14 FEET; THENCE S23°39'34"E, 43.70 FEET; THENCE S68°41'41"W, 77.52 FEET; THENCE S25°05'08"E, 2.35 FEET; THENCE S67°53'24"W, 22.27 FEET; THENCE S24°35'54"E, 3.63 FEET; THENCE S67°55'22"W, 87.00 FEET BACK TO THE POINT OF BEGINNING. CO NTAINING 0.48 ACRES (20854.71 SQ. FT.) MORE OR LESS. GENERAL NOTES N 1. SUBMITTALS A. PRODUCT DATA AND SHOP DRAWINGS 1. FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF MANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR USE. 3. SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE FOLLOWING: A. UTILITIES: ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. B. DRAINAGE: ALL PIPE. FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS, GASKETS, FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS, MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS. C. PAVING AND GRADING: FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USED MEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DOCUMENTS. D. SIGNING AND PAVEMENT MARKING: SIGN AND PAVEMENT MARKING PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS AND MATERIALS PROPOSED TO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS, LOCAL ENGINEERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS. E. IRRIGATION: ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS, WELLS, AND/OR OTHER IRRIGATION SOURCES. THE CONTRACTOR SHALL SUBMIT AN IRRIGATION COORDINATION DRAWING, INDICATING CONTRACTOR'S PROPOSED LOCATION OF MAIN LINES, SECONDARY LINES, HEAD LOCATIONS, WELL, PUMP, CONTROL PANEL, SENSORS, CONTROL VALVE AND VALVE LOCATIONS. THIS DRAWING SHOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE CONTRACTOR PROPOSES. THE DRAWINGS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF SIZE, MATERIAL, AND/OR MANUFACTURER. 4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOP DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TO DELIVERY AND TRANSMISSION OF THE DOCUMENTS ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS REQUIRING A LONG LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE. 5. THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED OR SIGNED,CERTIFYING TO REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS, INCLUDING PLANS AND SPECIFICATIONS OF OTHER DESIGN PROFESSIONALS (I.E.; ARCHITECT.. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERS) B. TESTING 1. WATER: PRESSURE (MAIN AND TAPS), BACTERIOLOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTOR TESTS AND CERTIFICATION; AND AS PER PROJECT SPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, AND FDEP REQUIREMENTS. 2. SEWER: EXFIL, TV, AND BACKFILL DENSITIES. PRESSURE TEST (MAINS AND TAPS) LIFT STATION START-UP, ALI _ PER PROJECT SPECIFICATIONS, COVB AND FDEP REQUIREMENTS. 3. DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKFILL DENSITIES PER PROJECT SPECIFICATIONS AND LOCAL ENGINEERING REQUIREMENTS. 4. EARTHWORK & PAVING: DENSITIES, LBR'S AND FBV'S AS PER PROJECT SPECIFICATIONS AND LOCAL ENGINEERING REQUIREMENTS. 5. SUBMITALL TEST RESULTS FOR ENGINEERING REVIEW WITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDE TEST RESULTS, OR PROVIDING FAILING TEST RESULTS WILL BE GROUNDS FOR DELAY AND/OR REJECTION OF PAY REQUEST APPLICATIONS. C. AS-BUILTS 1. GRADING: LOCATION AND ELEVATION OF ALL: CONCRETE AND PAVEMENT (VEHICLE USE AND PEDESTRIAN USE IMPROVEMENTS) AT HI/LOW POINTS, EDGE OF PAVEMENT, AND CENTERLINE AT 50' ON CENTERAND AT CHANGE OF DIRECTION, GRADE BREAKS; PROPERTY LINES (CROSS SECTIONS 50' ON CENTER); TOP OF BANK AND T.O.E. OF SLOPE AND/OR CENTERLINE OF SWALES AND RETENTION AREAS; CROSS SECTIONS 50' ON CENTER ON STORMWATER LAKES FROM TOP TO BOTTOM; MECHANICAL PADS AND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS. 2. WATER AND SEWER FORCE MAINS: LOCATION. TOP ELEVATION AND STATE PLANE COORDINATES AT ALL FITTINGS, VALVES, CHANGES OF DIRECTION AND AT 100' ON CENTER. 3. GRAVITY SEWER: - SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP, BOTTOMS, AND SEWER INVERTS. - MAINS AND LATERALS: LOCATION AND INVERT ELEVATIONS AT CONNECTIONS, FITTINGS, AND TERMINATION. - LIFT STATIONS: HORIZONTAL LAYOUT AND LOCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL, VALVES; LOCATION OF CONDUIT RUNS AND WATER SERVICE/ HOSE BIBB; LOCATION AND INVERT ELEVATIONS OF GRAVITY AND FORCE MAINS TO AND FROM LIFT STATION; WET WELL DIAMETER, TOP AND BOTTOM ELEVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER, MANUFACTURER AND MODEL #. 4. DRAINAGE: ALL STRUCTURES DIAMETER OR SIZE, LOCATION, AND ELEVATION OF TOP, BOTTOM, AND INVERT ELEVATIONS. ALL PIPES, DIAMETER, TYPE/MATERIAL, LOCATION AND INVERT ELEVATION AT CONNECTIONS, FITTINGS, AND TERMINATION POINTS. 5. IRRIGATION: ALL LINES, SYSTEM EQUIPMENT COMPONENTS, MATERIALS INCLUDING PIPES, VALVES, FITTINGS SPRINKLER HEADS, AND MISCELLANEOUS APPURTENANCES. D. OPERATION AND MAINTENANCE MANUALS 1. CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL OPERABLE EQUIPMENT (PUMP STATIONS AND CONTROLS, AUTOMATIC CONTROL VALVES, AND OTHER AUTOMATED EQUIPMENT; CONTROL PANELS, ETC.). 2. OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE -REQUISITE TO THE PROJECT BEING: DEEMED SUBSTANTIALLY COMPLETE. E. WARRANTY THE CONTRACTOR SHALL PROVIDE ALL WARRANTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTY BOND AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PERMIT CONDITIONS INCLUDING: -UTILITY MAINTENANCE BOND - FOR ALL PUBLIC WATER AND SEWER UTILITIES INFRASTRUCTURE - (25% OF CONTRACT VALUE) -ENGINEERING MAINTENANCE BOND - FOR ALL PAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND INFRASTRUCTURE (25% OF CONTRACT VALUE) 4. OWNER TRAINING THE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER, DRAINAGE, AND IRRIGATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THE TIME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TIME FOR ONE FOLLOW-UP VISIT AND ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT. SCHULKE, BITTLE & STODDARD, L.L.C. C/V/L & STRUCTUR4L ENG/NEER/NG •LAND PLANK/NG •ENV/RONMENTAL PERM/TT/NG CERTIFICATION OF AUTHORIZATION NO.: 00008668 's 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com c.e. block architect 2655 49th street, unit 8 vero beach, florida 32967 ph:(772) 569-3799 fx:(772) 567-7121 reception@ceblock.com 0/ MARK REVISION ENGINEER CE' TIF) ION: I JOSEPH W. SCHULKE, E'- • JODAH B. BITTLE, P.E. ❑ WILLIAM P. STODDARD, Ph.D., P.E. DATE DATE:!. �4 'r REG. No 47048 REG. No 57396 REG. No 57605 - - T -- , --• --,...�... - ,•.. "' �1 j JLt Gd G / ter; , _ ;, , / Lr k'„vrc I kk e - r'orc11 �c A ov r(��I .a l 18.4 ' / � ��U , " , - V\, �.t .�' �� BRUSH FINISH 1 C \ t ? 4 63.6 sq t_, 4 Pc _._ _ _ \! nom, „,-� -- I `€J I I : - k , f' h 'i3�, , �~- i \i I05S� n`% / G � `!' 41 \ 6i°�/ TYPE 1 PORTLAND CEMENT CONCRETE y o i, # Pa H, 4n L1. I i I I I „ - '\ +m 0 - ", T rkb • e .,. ,, 2 / U5 COMPRESSIVE11 v V G . 6F C' L, , L I L _J v , /� -, OF AT LEAST 00 PSI { �, rA • �� �-' 6 ,>� / ! r� STRENGTH AT 28 DAYS I �t� I \ �^T�Y4 `4L' 37` s> .7`` jYjV 4,Q A Upland / I " / -' r- , V d tri a„ t n j�(�` q q. Oi 20 ac. I , t \ crrY ! - / l4 + qtr . ...._.I..._ ..._.- _ -_ i `>1�,r) 0`• 1 ] ,,,,. c5`. __ �J` ,012_ 4i \ ° art'; / - -, -1 I III : I I - ! -111 - =' -`- TM' ` ~' i O' \ems)' - � Y"` BOAT SLIP 's STABILIZED SUB -GRADE COMPACTED 1- \. �� �` . I I -I ' 1 ry \ \ <` '2� V 3 / 6 J. -, TO 98% MODIFIED PROCTOR MAX. DRY DENSITY (, I I - (C-R. 481uJ2) c� = ^r' b,4 OC3. �,,: /�/� PERAASHTOT 18 MINIMUM LBR 40 -II : �II - -- - Z %'1 7. f -"' '---i-. _ 4 \ i?, , A i WLP '1. f � j C�_:- : alk ,•'h , , ! I �� 0 M = � - - \ , 4. NORTH i � � X11,. 11, I.f O i � 'i � E-;� ` \or �0 � �-_ V ! ; \ ls,c �� '� * DEPTH OF MATERIAL PER SCHEDULE BELOW t to , ��s� `<, I . -Y� v �a�. ' �F� GRAPHIC SCALE r \ G, P� I co•'', ` �' - ` 1-112" FIRE A // � ,/�� Og0 \' K ,� R :i t �n�� � _ S28°r 7'26",- I 59 2 / 2'. ,, SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. )1 ?i ; a E� / r 20 Q 10 2Q 40 BQ \ '- MAIN BOAT SLIP / �' LIFT _ ,- - w , -" �= I1,4~' N I I I I ,T .0 r r 5 (k '', - \ T (ST \�) � CG' Y ' mH { - / b o . �.,Cw., \ / %� ; 5 BOAT SLIP '�.I;. ExISTING WM / a TYPICAL CONCRETE PAVING SECTION • - TO REMAIN �5 rn / / T N.T. S. 'idi OF FCJ('+A LINE 1 `, \.___ '1 e.. v. -�.- '� 7:. �d,,.,, ,.�; ,^°"'" .,,.,,.� ,« _. �"''-_,�____ a4 - `�-.- 5ik•' �� �� r / __ _ _,'. IN FEET �- -- _ 7 - ��� _ a , _ N \�Zfl a, REGULAR DUTY CONCRETE - r� - - .. \:. N � � / `•5' 1 inch = 20 ft. SJC� (` "4"J b i ' ���� r' ti- ', PROVIDE FLOATING /� BOAT SLIP o }�S j `� / �` TYPE 1 PORTLAND CEMENT CONCRETE Q ! v \ �� to C ]�iii "..� •o �'� \ TURBIDITY BARRIER 4 "� 4-112" COMPRESSIVE STRENGTH AT 28 DAYS OF AT -� OIh'I �'.- NC _� 4 001 4( k/c �<.� � � �, fifi� s:, � . ", \ DURING RECONSTRUCTION '' T SLIP LEAST 00 P FIBER REINFORCED ' 4 iii yt v ��cr `' / 7 4,0 SI, F QCN �ii:.. .. a I: EXISTINGll�,Av A / �� z - v o � R STROOMS � . 0 0 O t7 I, E ADDED SECOND MEANS OF EGRESS / p STING DEPTH STABILIZED SUB GRADE COMPACTED TO 98% I x ,,, WITH ADDITION OF PUBLIC WORKING R BOTTOM ENSITY PER103t M <. rl tr• /� 1 1/2" BRASS FIRE HOSE Y Q o -' EXISTING ; ", h \ WATERFRONT USE PER THE TO R MODIFIED PROCTOR MAX DRY D IVE - 4 4-I CONNECTION W/ BARSS GAP (TYP.} AASHTO T 180, MINIMUM LBR 40 o O W` -- / MIXED TO A HOMOGENEOUS MATERIAL W W BUILDING H; STAN HAYFIELD WORKING -> : Z z Y W r ., >, . ' ' \ \\�, �` �' COORDINATE W/ ARCH PLANS Z le WATERFRONT GRANT _ `o c� 2 1/2" F IRE SHT. A 3 Q W Q ` 1\ g S3(3AT SLIP SEE SIDEWALK DETAIL FOR ADDITIONAL W x v I S ITE B x x: MAIN 1- a Q o V) o '`' ADJACENT PROPERTY \' - APPROX. CONNECT TO ` 3 EXISTING MARINA -4, gy<`�6 , 7 INFORMATION REGARDING EXPANSION ,54�lt:l: `\ \ WETLAND/ EXISTING ROOF WITH 13 BURT SLIPS .'` JOINTS AND REINFORCEMENT go o o USE:RESTAURANT,RETAIU WHOLESALE SEAFOOD SALES, y EXISTING DOCK -' COVERED DOCK 6 z� ' UPLAND �'� ' 1�Wo$`�'m3�� \ r' \ MUSEUM(HERITAGE7CULTURAL) 4 ii ii k LINE '� TO BE RENOVATED 11IIIII1!11!111 \ OWNER: CITY OF SEBASTIAN ' \,\ \ It' f - �; , vc - cQ, 3 ;:1 w Fs r 3 P.t'3 EXISTING 1,455 S.F. 1�•3 3 SEEP wawz Z �� \ - v /` ''� BEVELED TOP &BASE NAUTICAL ROPE W( OST DETAIL adr go 4a� i u, BO SLIP AQUA CULTURE AREA 2 TREADS _ ��/ N WEATHERPROOF Zoi a�W�w�S P T WOOD POST W/ \ �', M \ \, . ,�, \, cA 2 TO BE REMOVED AND 3 RISERS TREATMENT. ROPE TO BE ~ °�� m " ? ,,, �, ,:; 3 t r v '" / v+ \g.' BOAT SLIP , � 3.5 4" paF / \ YY-' ? ./' _ RELOCATED DIA OPEN NG HUNG NO LESS THAN 30" w=�ww3n� \� a c r'a k ,, , F - J 13 '` PLASTIC SLEEVE � \ - wwwa�vwma ... \ 1,�. \ -i'\\ I \i 0$ S� PPG cP !' EXISTING WM BOAT SLIP ` cr FROM GRADE >&33�S�N3w�av . r y,, .50• g\M = ` 33 TO REMAIN -I 0 w ��-,- ;, _' .s `�`� { o * t h... ^ ,� i' r ,.,, , ' '\ \ P` ` a .� .. �// l 12 \ `� �T, _= �__t ti a. x ` ,\ / EL. k BOAT SLIP 6„ `�� �x ` , k 7, f "' % IiiJ r ° HOSE BIBB BOAT SLIP °'� u. 4 ° ty 4� 7, ,, ` 3.5' 10 % c 44'a ` ::; r ,-. 1 `� . , �� \ �0 TIE PROPOSED _ .2d. NEW RAMP r* ::�i as ,_ ... „ :.. %\ .� wM COO (NATE W! _ cy - 8" Z f `, TO EX. M'� v - W s w ARCH��9tV� � u r t ;; �� � _ ;> . , ,�, _..:, .,��� ..:,, • � - SEE POST DETAIL - �n � � Q \ i SLIP 1' .�. < 1� �, :: 9 o.. r �. 6D , r o 13Z 0_ �, __ $ - ,� "-�.:,: ;;: :: � :;, .:, ,..�,..., ; '\ X, -. \�„ 9 \4 F1_ POST DETAIL .. :..::... _ 8" N ui EXI TI G � ,` • r a. _� PIER IS t 13 314" LOWER �I ` r' r rte` i ,€.; \ . ',z. .. +n <i� 5'€� a, 4.. "r ., ; 1- ,r. .' ssX \ $ / \ ' `^: 'G? 3�' �' �� `� a) FHA I r:, x `\ = ��'`: LEDGER THAN DEC"/ N , s� f - \ �. C Q c.,,� � ..� � � / , q � jx ON BEAM � ,_ r v,4� :r 2 ? r . "i _` \ 'll \ 6 \ : ~ :� ` 2 TREADS VARIES C _\_ - - _.4 - -.E' -` - - - 4, - / dt \ 3 RISERS rn -, Z N - _ -- - -- `, ' ^ \ ,.,.: ,° j .r� cF- � I \ \ .4y= A: EXISTING WOOD �1 ' �Of J -0 \ \V% . .� y--„ ; \ ;; FRAMED STRUCTURE 2 FIRE HOSE ROPE FENCE DETAILko v 0 ,:� _ // \~ \ \ �.,: 6 3 , �x TO BE RENOVATED , i ' ti 65 1 1 �6 ? O,y 7 j' ,, i \ `.;°'' V�.�. ~' *, gg- CONNECTION W/ N.T.s c° = p - `1_ Y ROPE FENCE - I 4„x2 1(2"x2-1/2" FDC 6' 1 �1. (,� .,\ \ NOTE: 5 °D (� "4 q �r, \ 5 -� �6 2-112" FIRE , I , I BRASS CAP Q � o c \ 1733 , "',' (SEE DETAIL - p LX �' *� - ,' S3 1-112" FIRE SIGNS INSTALLED WITHIN SIDEWALKS SHALL BE o Q '- , x e, F \`"r .:�: \ \ MAIN " ° L �° COORDINATE . " EL '' 6 3" DIA. GALVANIZED o W J "` �' ", ' ` THIS SHEET "' NEW RAILING/ GATES !..�. � ,,�' S 0. \ \ �•Y `, -7 ` 0__ - I-, gi ,y- - ,, ) 4.3' j ,, \\\\ MAIN W/ ARCH PLANS SET DIRECTLY A3" DI IN THE CONCRETE AND SHALL a ,, \ ,t ? AT EXISTING DOCK G \ a ' \ `, UTILIZE A 3" DIAMETER SIGN POST PER THE L STEEL POST m Q pAa �+ �+ , t : ; \, 3 .:� � , ''_,, SHT. A-3 (STANDARD PIPE) -� QD .. � UL7ly! i.��dQ a7C\ OCATE FDC \ j \x::\ \� �. / SPECIFICATIONS. (S a p O „� . S:F� / CONCRETE PAD " ON STRUCTURE / f \ :.e .'.,Ma;., . 'I� v* z U. W ": � Iffuti II ``~ _ _, %ITHIN 75 LF .. � __ WITH BENCH . \ •`, � � 4 \ \ , p /"s /�, \ - PROPOSED 1,518 S.F. F \ Illl-� z W �!, S�v t Y -� "_ (TYPICAL OF 2} TRASH _ . Y7�.y •\ \ � / AQUA -CULTURE AREA p EXISTING WM \ 3- \ EXISTING . - _. \ ` RECEPTACLE TYP. TO REMAIN VOR rN LINE OFA �, =- ( } �, - -,� Q ` y: FHA COORDIN �- �( ,,� CP V J \ \ PROVIDE MANATEE \ / r i,4� �' - Sa N CD rn 6" PIPE BOLLARD <N W Z p `. CONC. PAD FOR \ ? ` NEW DECKING ° \ \ ;; % I 0 2 /6" DIA. CADMIUM O N ? L AS , DESCRIBE \ �(i/ITH FI ' PROTECTION SIGN , 3 MONUMENT/ ART a., i PLATED STEEL BOLTS �+p / COORDINATE W( '. L5 4, � 22 PIER IS t 21" LOWER OF I,�'IAL'-,RECs CIX DS , , t DISPLAY \ , I / " ARCH PLANS , ;` 6�p THAN WOOD DOCK FIRE PROTECTION NOTE: PAINTED TRAFFIC YELLOW W p \ y S DRY STANDPIPE FIRE MAIN PIPE AND COMPONENT FILLED WITH CONCRETE f- ` �� \ -1 � PROVIDE \ J 1 ._ \ f co Q I- �- , .,- ' r�r SILT FENCE ?� / ' ./ NEW RAILING/ GATES i SIZES SHOWN ARE ASSUMED. CONTRACTOR SHALL 3" DIA. GALVANIZED 5 I y OK 5 4 >6A GE 96 � � �-� _ _ o `3�, AT EXISTING DOCK /� DETERMINE FIRE FLOW AND PIPE AND COMPONENT STEEL POST N r 4. i3 v \, x /+ p ,n j „. SITE A DU RING RECONSTRUCTION v 8'_,I= z 04' SIZE REQUIREMENTS NECESSARY FOR THE E - p ti �BLIC� fj EC.OXT,DS bf" O ;`� E + 1 1/2" FIRE HOSE \ `9 1 USE: MARINA, WORKING FISH HOUSE, AQUA CULTURE OPERATIONS, { t ' s IR (STANDARD PIPE) 3,500 P.S.I. � z ^ A CONNECT L CONNECTION W/ STANDPIPE SYSTEM TO MEET FBC AND NEPA i N � \, PUBLIC ACCESS FOR OBSERVATION (HERITAGE! CULTURAL) i �, W/HEX NUTS CONCRETE W p 0 \ ,5-1,b 3 DRY STANDPIPE BRASS CAP REQUIREMENTS. THE CONTRACTORS BID SHALL �` - � 1 W PIAN I VER G UNT , N !d ! 4. �� � � DOMESTIC WATER COORDINATE REFLECT THE COST TO INSTALL THE REQUIRED � Co Q I 1 s•- \ � _ 1' -, UPLAND g"� t I "j FIRE SERVICE W/ARCH PLANS SYSTEM SIZE. NO CHANGE TO PAYMENT AMOUNTS N :.> ! f//; /'"�7', 1 MM � U m LL fFLORiDA \ \� `___� PARCEL I SERVICE AT BUILDING �l ,1. M z � - ''� \ U' g,^ =- � =" g SHT. A-3 WILL BE APPROVED FOR REQUIRED CHANGES TO 2 Y2"DIA. GALVANIZED ? cr: ''\ \o r (0.53 ACRES} ti t j (COORDINATE WITH (COORDINATE WITH THESIZEIDIAMETEROFTHEFIRESYSTEM STEEL SLEEVE '} ' 18 W W - \ ":,� �� 4" FIRE ARCH PLANS SHT. A-3 COMPONENTS (DOUBLE EXTRA fon U i (V ' \ , \ z-- f F MAIN SEE NOTE BELOW ARCH. PLANS SHT. A-3) L / STRONG PIPE} �' r ;oma N N W 14 \ \ . \ \ ., %.7� / � - 21 "' ,:F s PROVIDE MANATEE �' f i / J z O \\ \_ t? =<, pNC� r _. /:acs 1. 1 PROVIDE SILT FENCE AND/OR FLOATING . " yy Q i C -J, _ \ PROTECTION SIGN :I'w6 ) ., \ '' s. OG TURBIDITY BARRIER DEPENDING UPON r=tJ - f �1 p v \ V -� �, �> \N �-,JV GATE VALVE W/ , RIX v J \ C,� � 1 \S VFZ , � CD - j855 WATER DEPTH AND EXISTING CONDITIONS ¢ ;' `/'11 r' ✓ • , MOP cry z F0 `'" � t VALVE BOX & I / - N s :` -K, /� , W DURING RECONSTRUCTION I� I VF 3 \ a. g .x CONC. PAD ; _ SIGN BASE WITHIN LANDSCAPED AREA SIGN BASE WITHIN PAVED AREA - �j yy� � ' , ' y\ `�, t' '. ..�. n �n(0 Ert`7` m () T- h � � � `\ a f � � x 4.v? i. fit? v i � m dd ..,,I J y v `�- ' I ° 00 1 DRY STANDPIPE NOTE: / W \ i \ j'- - \ y \ I'G ' tT vim, ` , I 1'0 CONSTRUCT FIRE STANDPIPE SYSTEM a 4.46= �f t DOMESTIC WATER �' `.\ " \ ;\ ` 2 I . f \ .;a- .,,..�--�"'P.,- t,r � - NFPA 14 CLASS II DRY STANDPIPE SYSTEM WITH (1) FIRE DEPARTMENT �,._� SIGN BASE __ v4.72 , �" SERVICE CONNECTION AND(3)FIREHOSECONNECTIONS COORDINATE WITH LEGAL DESCRIPTION (UPLAND PARCEL} � --� _\ x o.,3� \ \� 25 , 5 i ,�.4-1 ARCHITECTURAL PLANS, SHEETA-3. ALL BURIED PIPING TO BE N.T.S \ _ , \ \ 99 k EXISTING CONC. _-� 'V 3 (COORDINATE WITH CPUC, ALL EXPOSED PIPING TO BE SCHEDULE 40 GALVANIZED AND A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY, \ � V , k, --) RUBBLE (TYP.) � + PAINTED PIPE- FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: i 1 I ,V _ ",�r , , �' ARCH. PLANS) _. - - -\_ _ - v , , 7_ `F ` � h / / L� N E L7 EI1R� N G BEGINNING AT A NAIL &DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, z -, \ \ V a �4 p g ,; , - _ PAGE 596 PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN S25°39'00"E, (BASIS \ f L 4 - y ' ~� GATE VALVE W/ VALVE BOX , ; �I ) �� o n OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, i , A �_ y '. .4 -. AND CONCRETE PAD, �-� L1 N135613W I \ �v � RPZ - " �,, 1 / ° �� PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE S88°1726"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 120.18 FEET �' :.I ' 12" STUB OUT AND CAP FOR /V / a �v -- ' x � TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08°39'49"W, 22.12 FEET; _- � 1' , , �, _ ,4 FUTURE CONNECTION 1 L 2 N 21 54 42 E HATCH LEGEND �+ _ „ -I L �7 7055'22"W ET; THENCE NO2°39'19"W, 22.82 FEET; THENCE N04°35'57"W, 22.64 FEET; THENCE N01°22'37"W, 25.61 FEET; THENCE N25°15'42"W, THENCE N09°03'01"W, 22 4Q FE 11 �-:,- v\ WATER \``� _ �� �1 ! ,_- - 3 5 19.25 FEET; THENCE N43°49'16 W, 13.99 FEET; THENCE N44°13'09"W, 20.01 FEET; THENCE N52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET TO A POINT CONNECT - ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK564, PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUNLu G L. \ \6 - � 1< 4.41 t / „ )z� - yy ERVICE - -� v v i � - / L 4 N 01 °22'37"W TO EX. WMg`` L 5 N 71 °51' 12"E S79°29'04"W ALONG SAID NORTH LINE OF AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGINNING. ` \ 0 =" ' � EXISTING DOCKS WITH TAPPING '` '�- .3U \ e ``, = EXISTING DOCKS L 6 N 2Illl "MET, 1 TO REMAIN, DECKING n \ � - �, �") �' `, - -t ' - << - TO REMAIN o i i� \, \ SAID LANDS CONTAINING. 0.53 ACREA MORE /' \; 1 \• `--,\,,.- A r ,, ; o t S RE OR LESS SADDLE FIELD 12 \, ,' '� t N " ' Tfl BE REPLACED 1 19 59 W \', s \ \ -- i � � f M n i ; (NOTE: DECKING ON EXISTING ' 1 \ .g2` � ,,, _,,� -.� � `+ / DOCKS TO BE REPLACED As L 7 S 68044'53"W LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA {EXISTING} _\\ NECESSARY) ° ' " SEE SHEET G-102 FOR GRAPHIC DEPICTION .....VERIFY DIAMETER \ _ r. L�GATiON y ~ - i� / / EXISTING DOCKS L 9 N 44006'28"W A PARCEL OF LAND LYING IN SECTION TOWNSHIP 31 SOUTH, RANGE 39 EA INDIAN RIVER COUNTY, _ - L8 N194800W `� \ __A� ��-- - \I ' _ 'ate 1 '2�� °y-, 1 t _ _ i _ \ 4 , ti - S 8�°1726" = 3 �, _ � \v�N� ` ` vvv\v 6, T H, R STI AN ER GO Y, MATERIAL ^vr r_1/P:1= `y v , k, t ,� _ A - - - �,� , . �' � �� ( _ �+ LL.I � \ \ _,\ q �- - N.I.C. 3X - - .tet n TO BE REMOVED PROPOSED DOCK AND L 10 �7 220636E FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ADJACENT PROPERTY "`11'14 - i -A _ _ (AQUACULTURE \���, ��\�V DECKING \ AREA L 1 1 N 21014'28"W COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL '\ \ \ !_ ✓ \ I 1 d dcG aro do n u rd dRr ncGaaTdnndc �-.4 S 1 ) OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN NOTES: RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE 1. PROPOSED INDIAN RIVER COUNTY PUBLIC WATER. S25°39'00"E, 182.97 FEET TO AN IRON ROD & GAP STAMPED LB 4644 AT THE SOUTH LINE OF 2. PROPOSED INDIAN RIVER COUNTY PUBLIC SEWER. SITE DATA FOR CITY OF SEBASTIAN SITE 'A' DATA FOR CITY OF SEBASTIAN MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, Q Q FISHERMAN'S LANDING I FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 116.14 FEET Z D 3. THE SURVEYED PROPERTY LIES IN FLOOD ZONES X, AE -6', AE -T, AND AE -8' AS SHOWN ON TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER THE � Lil � FLOOD INSURANCE RATE MAP 12061 C0103 H, DATED DEC 4TH 2012. UWNER/APPLICANT CITY OF SEBASTIAN 5 REQUIRED CWR PROPOSED FDEP - IMPERVIOUS AREA CALCULATIONS - EAST OF M.H.W.L. FOLLOWING CALLS; THENCE N07°50'15"E, 32.54 FEET; THENCE N13°56'13"W, 15.89 FEET; THENCE Q JOSEPH GRIFFIN 1225 MIN. LOT SIZE 10,000 SF 26,649 SF EXISTING PROP SED NO2°14'55"E, 42.86 FEET; THENCE N21 °54'42"E, 14.69 FEET TO THE POINT OF BEGINNING; THENCE � > MAIN STREET 4. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND MIN. LOT WIDTH 80' 120.18' SF AC % SF 6 %J_ SPECIFICATIONS. SEBASTIAN, FL. 32958 MIN. YARD SETBACKS: TOTAL SUBMERGED LEASE AREA: 20,854 S.F. 0.48 AC 100.00% 22,372 S.F. 0.51 AC 100.00°f° CONTINUING ALONG SAID MEAN HIGH WATER N28°31'48"W, 13.04 FEET; THENCE LEAVING SAID MEAN 0 V) CrQ FRONT (WEST) NONE - HIGH WATER N69°04'47'E, 32.41 FEET; THENCE N21'1 9'47"W, 120.07 FEET; THENCE N°64°59'24"E, 7.._ Z 5. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER I.R.C. UTILITY STANDARDS AND SIDE (NORTH) 5' IMPERVIOUS AREA: 122.46 FEET; THENCE N67°37'58"E, 31.12 FEET; THENCE S21°11'23"E, 43.03 FEET; THENCE S22°06'09"E, - Z SPECIFICATIONS. ENGINEER SGHULKE, BITTLE & STODDARD, LLC. 1717 0 0 INDIAN RIVER BLVD. SUITE 201 SIDE (SOUTH) 5' - DECKS/FRAMED STRUCTURE: 6,664 S.F. 0.15 AG 31.25% 7,076 S.F. 0.16 AC 31.37 f° 47.14 FEET; THENCE S23°39'34"E, 43.70 FEET; THENCE S68°41'41"W, 77.52 FEET; THENCE S25°05'08"E, = J W - VERO BEACH, FL. 32960 REAR (EAST) 10' - 2.35 FEET; THENCE S67°53'24"W, 22.27 FEET; THENCE S24°35'54"E, 3.63 FEET; THENCE S67°55'22"W, Q i 6. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE 'MANUAL ON UNIFORM (772)770-9622 87.00 FEET BACK TO THE POINT OF BEGINNING. TRAFFIC CONTROL DEVICES,' LATEST EDITION TOTALS EXISTING PROPOSED TOTAL J Q MAX. BLDG. HEIGHT 25' 25' I CONTAINING 0.48 ACRES (20854.71 SQ. FT.) MORE OR LESS. J Of m PROPOSED USE MAX. LOT COVERAGE BY BLDGS 30°f° (MAX) 0.01 % W 7. PROJECT TIMELINE: 1. ACCESSIBLE/ PROTECTED ACCESS PIER, FOR PUBLIC USE I SF OVER WATER 6,664 SF * 7,076 SF * 7,076 SF * I LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED) (!) SEPTEMBER 2014 TO SEPTEMBER 2015 2. RELOCATE AQUA -CULTURE ACTIVITIES I # OF WET SLIPS - PERM. 13 0 13 Z - Z V) SEE SHEET C 102 FOR GRAPHIC DEPICTION Q U Q MIN. OPEN SPACE 25°% (MIN) 65.60% 1 # OF WET SLIPS - TEMP. 0 0 0 1 A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND - 0 8. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM SITE LOCATION 1532 & 1540 INDIAN RIVER DRIVE MAX. IMPERVIOUS AREA 80% (MAX) 34.40% # OF DRY SLIPS 0 0 0 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: � (N.A.V.D.) OF 1988. THE PRIMARY BENCHMARK USED IS USC&G MONUMENT F-200 1960; DEVELOPMENT SUMMARY - CITY OF SEBASTIAN - AREA CALCULATIONS I Z ELEVATION = 18.30' N.A.V.D. 1988. TAX I.D. NUMBERS 31-39-06-00000-0010-00002.0 * EXISTING: 6,664 SF W _ >_ EXISTING PROPOSED ADD AQ.: +1,518 SF COMMENCING ATA NAIL &DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS = 9. ANY ABANDONED FLOW WELLS FOUND ON SITE SHALL BE PLUGGED PURSUANT TO D.O.H. SF AC % SF AC % REMOVE AQ.: -1,455 SF DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE (f) ZONING: CWR -COMMERCIAL WATERFRONT RESIDENTIAL TOTAL DEVELOPMENT AREA: 26,649 S.F. 0.61 AC 100.00% 26,649 S.F. 0.61 AC 100.00% EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25°39'Ol A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP - U AND S.J.R REGULATIONS. ADD PIER: + 349 SF / TOTAL: 7,076 SF STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF ` / 10. LOW LEVEL, LOW INTENSITY WALKWAY LIGHTING WILL BE PROVIDED THROUGHOUT THE EXISTING LAND USE: CW - COMMERCIAL WATERFRONT IMPERVIOUS AREA: 9,168 S.F. 0.21 AC 34AO% 9,708 S.F. 0.22 AC 36.07% INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88°17'26"E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF PROJECT, LOCATE 25' O.G., COORDINATE WITH OWNER FOR TYPESTYLE. BUILDINGS: 51 S.F. - 51 S.F. - DREDGE QUANTITY MIDDLETONS SUDIVISION, A DISTANCE OF 116.14 FEET; THENCE RUN N07°50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN FUTURE LAND USE: RMU - RIVERFRONT MIXED USE GRAVEL: 6,541 S.F. 0.15 AC 6,541 S.F. 0.15 AC N13°56'13"W, A DISTANCE OF 15.89 FEET; THENCE RUN NO2°14'55"E, A DISTANCE OF 42.86 FEET; THENCE RUN N21°54'42"E, A f7- CITY �+vFER ctrznr�cAnQty` 11. PERMITS REQUIRED: CONCRETE: 1, 214 S.F. 0.03 AC 1,250 S.F. 0.03 AC 11 PILES x 0.35 SF (8" DIA.) x 5' MIN. EMBED DEPTH 127 = DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING; JOSEPH W. SCHULKE DECKS 1,362 S.F. 0.03 AC 1,866 S.F. 0.04 AC 0.71 CY OF FL REG. N0. 47048 CITY OF SEBASTIAN SITE PLAN PERMIT SOIL TYPE: IMMOKALEE FINE SAND, POMELLO SAND & ST. LUCIE SAND DREDGE MATERIAL THENCE RUN S67°55'22"W, A DISTANCE OF 8.66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONGDAH B. elraE CITY OF SEBASTIAN BUILDING PERMIT EXISTING DOCKS/ AQUICULTURE USE AND EXISTING RESTAURANT PERVIOUS AREA: 17,481 S.F. 0.41 AG 65.60% 16,941 S.F. 0.39 AG 63.93°l° THE SAID MEAN HIGH WATER LINE RUN N01 °22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER FL R:c. No., 5,asa OF SEBASTIAN LAND CLEARING PERMIT. EXISTING STRUCTURES: LINE, RUN N71 °51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69°04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN WI P. ' oaARD CITY OF SEBASTIAN DRAINAGE AND DE -WATERING INDIAN RIVER COUNTY UTILITY CONSTRUCTION PERMIT N21 °19'59"W, A DISTANCE OF 22.65 FEET; THENCE RUN S68°44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19°48'00"W, A FL. N . 57605 FDEP ENVIRONMENTAL RESOURCE PERMIT EXEMPTION DRAWING INDEX DISTANCE OF 27.25 FEET; THENCE RUN S68°08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN FDEP CONSTRUCTION DE -WATERING (NUN -CONTAMINATED) COVER RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE, RUN N44°06'28'VV, A DISTANCE OF 10.09 FEET; THENCE LEAVING 'I. 204 FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE - SAID MEAN HIGH WATER LINE, RUN N68°08'12"E, A DISTANCE OF 50.95 FEET; THENCE RUN N21'1 9'15"W, A DISTANCE OF DANE. FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES C-100 SITE PLAN 60.78 FEET; THENCE RUN N64°59'24"E, A DISTANCE OF 122.46 FEET; THENCE RUN N 67°3758"E, A DISTANCE OF 31.12 FEET; 4 C-101 SITE DETAILS THENCE RUN S21°11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUNS 22°06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN \ iH - \•, 12. EACH BUILDING SHALL POST A MINIMUM 6" NUMERICAL ADDRESS. - C-102 SITE DETAILS S23°39'34"E, A DISTANCE OF 43.70 FEET; THENCE RUN S22°06'36"E, A DISTANCE OF 15.25 FEET; THENCE RUN S67°53'24"W, A('+ - 1 ' it C-103 SUBMERGED LEASE AREAS DISTANCE OF 99.65 FEET; THENCE RUN N21°14'28"W, A DISTANCE OF 10.37 FEET; THENCE RUN S67°55'22'11V, A DISTANCE OF l� 1 V 13. IT IS NOT ANTICIPATED THAT DE -WATERING WILL BE NECESSARY FOR COMPLETION - AERIAL 87.00 FEET TO THE POINT OF BEGINNING. OF THE PROJECT. PROJECT N0. SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SQ. FT.) MORE OR LESS. J ` 14-032 J STRUCTURAL DESIGN CRITERIA ALLOWABLE UPLIFT 1,000 LBS ULTIMATE UPLIFT 3,000 LBS WT -7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE INDIAN RIVER DECKING (4.3'± N.A.V.D.) D-1 CODES: FLORIDA BUILDING CODE, 2010 BUILDING RC -8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK—UP DATA IS AVAILABLE: WT -11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED N zo040) SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. .. MHWL (-)0.69' (NAVD) •... a) 5000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.40 MAXIMUM DF -2 TO, THE FOLLOWING INFORMATION: D-2 DESIGN SUPERIMPOSED DEAD LOADS: EX. (-) 1.03' (NON—AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES. a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING f X / ROOF 20 PSF Z O ~ - _ 2x8 PT INSIDE TOP RAIL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" OF THE WOOD TRUSSES. O 0 Q J REINFORCED CONCRLIL RC -9 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE 2x6 PT DECKING FASTENED b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT "BUILDING DESIGN LIVE LOADS: I W/ (2) #10X3" SS DECK CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS ACCORDANCE WITH THE ACI CODE REQUIREMENTS FOR CONVENTIONAL FRAMING MUST BE CONSIDERED. TOP OF DECK,§ / SCREWS AT EACH CROSSING J STRUCTURAL CONCRETE," ACI 318—LATEST EDITION. WT -9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD L/360 c ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC. FLOOR — FISH HOUSE (MANUFACTURING LIGHT) 125 PSF UNIFORM PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE = ROOF TOTAL LOAD = L/240�� d� REACTIVE FORCES AND THEIR LOCATIONS. SCALE 1/2"=V-0" 2,000 LBS CONCENTRATED RC -10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL I M.H.W.L. EL. (-)0.69' N.A.V.D. 2x10 PT JOISTS e) BEARING TYPE AND MINIMUM BEARING LENGTH. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS FLOOR — PUBLIC DECKS 100 PSF ROD DE HEAVY SS INFORMATION SHALL INCLUDE: V f- f) DEFLECTIONS, SPAN AND REACTION. REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. M.L.W.L. EL. (-)1.04' N.A.V.D. a) INTENDED USAGE AND LOCATION FOR EACH TYPE STRENGTH AT 28 DAYS: g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. D-3 ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST) b) MIX DESIGN FOR EACH TYPE h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT, FASTEN EA JOIST TO BEAM NOMINAL DESIGN WIND SPEED, Vasd: 124 MPH (3 SECOND GUST) c) CEMENT CONTENT IN POUNDS—PER—CUBIC YARD i) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL RC -5 RISK CATEGORY: II d) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD BRACING. j) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" USE REGULAR WEIGHT CONCRETE. WIND EXPOSURE CATEGORY: D E,`tSTi1�J�4x12 �. e) WATER CEMENT RATIO BY WEIGHT TRUSSES. MEAN ROOF HEIGHT, H: 18.5 FT EXISTING BUTT PILE W/ (2)RC-6 / f) CEMENT TYPE AND MANUFACTURER STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO ROOF PITCH: 2:12, 5:12 g) SLUMP RANGE TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. W/ OPEN BUILDING h) AIR CONTENT 1) BRACING: NOTE MINIMUM REQUIREMENTS WT -12 INTERNAL PRESSURE COEFFICIENT: GCpi = +/— 0.0 1) ADMIXTURE TYPE AND MANUFACTURER SLABS 5"±1" ASTM #57 j) PERCENT ADMIXTURE BY WEIGHT WT -12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM ( ASSUMPTIONS: k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING A. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP i LEASE I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS \\\\\\\\\\\\ BY THE GENERAL CONTRACTOR 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON MIN (2) AND CLADDING, AS SHOWN ON PLAN, 16D AT EACH TRUSS. B. ALL PRE—MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, RC -12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE PERMITTED. WT -13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND SYSTEM DURING CONSTRUCTION. SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH RC -14 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE MANUFACTURER'S SPECIFICATIONS PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS WT -14 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S C. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION BEYOND THAT NOTED ABOVE. REQUIREMENTS UNLESS NOTED OTHERWISE. SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF RC -18 ALL SLABS ON DECK SHALL REINFORCED WITH: WOOD COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2" TO 2" WD -1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC D-4 SEISMIC: ZONE 0 AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD D-5 FLOOD DESIGN DATA: 'AE' (ELEV 6,7,8) AND ZONE 'X' CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. RC -22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS D-6 GEOTECHNICAL REPORT INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,000 PSF. IF CONDITIONS LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR WD -2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO REVIEW PRIOR TO CASTING CONCRETE. WEATHER SHALL BE PRESSURE TREATED. GENERAL NOTES RC -26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO WD -3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE CONCRETE PLACEMENT. STAMP OF THE MANUFACTURER'S ASSOCIATION. G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR RC THE GENERAL CONTRACTOR WD -4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. -27 IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. WD -5 ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN CONTACT WITH TREATED FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE RC -29 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL LUMBER SHALL BE STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON DURING CONSTRUCTION. VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP STRONG TIE CO. OR APPROVED EQUAL. OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID WD -6 ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER: WITH 19% REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN SEGREGATION OF CONCRETE DURING PLACEMENT. MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF RC -31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO WD -11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ACI 318, SECTION 6.3. ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1, SPAN ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, RATED AS PER THE RAFTER OR TRUSS SPACING. ELECTRICAL, PLUMBING, DUCTWORK, ETC.) RC -32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE WD -12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT WD -13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN DETAIL IS SHOWN. TO REVIEW AND ACCEPTANCE BY ENGINEER, ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE WOOD TRUSSES WD -14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITHSECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WT -1 THIS SECTION DEFINES PRE—ENGINEERED, PREFABRICATED, METAL PLATE SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE WD -15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ARCHITECT/ENGINEER. WT -2 DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. G-8 THE ENGINEER SHALL NOT RESPONSIBLE FOR LAYOUT, APPLICABLE BUILDING CODE (SEE NOTE D-1 . DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND LUMBER AND ITS FASTENINGS." SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN TRUSS PLATE INSTITUTE'S 'DESIGN SPECIFICATIONS FOR LIGHT WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE METAL PLATE CONNECTED ROOF TRUSSES." CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND WT -3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH INSTALL A COMPLETE STRUCTURE. THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR TPI -85", PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR SPECIFICATIONS. REVIEW. NON—COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. WT -4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT DEEP FOUNDATION WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN DF -1 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT FOLLOWING CAPACITIES: COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. EX/S TING EXISTING AND NEW 6" DIA BUTT PILE: WT -5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL BUTT FILE ALLOWABLE DOWN 3,500 LBS LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, ULTIMATE DOWN 10,500 LBS AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE E� ALLOWABLE UPLIFT 250 LBS LOADS. _k ULTIMATE UPLIFT 750 LBS NEW 12" DIA BUTT PILE: WT -6 MINIMUM DURATION OF LOAD FACTORS ALLOWABLE DOWN 7,500 LBS ROOF DL+LL+WL 1.334x12 SPLICE-` PT BEAM ULTIMATE DOWN 22.500 LBS ROOF DL+LL 1.25 \ l \ 2x6 PT DECKING FASTENED r -WO SCREWS ATT EACH CROSSOx3X" SS ING f/ 2x2 PT PICKET FASTENED AT A -I I TOP AND BOTTOM W/ (1)2x10 PT JOISTS #10x3" SS WOOD SCREWS `� AT 16 OC MAX O I \FASTEN EA JOIST TO BEAM 12" DIA PT WITH SIMPSON H5 SS ( ,1 BUTT PILE s= \ 2x6 PT DECKING FASTENED I I tO �� ] Ot W/ (2) #10x3" SS DECK --\,4x12 PT BEAM FASTENED TO SCREWS AT EACH CROSSING `• I1 I lu EA BUTT PILE W/ (2) SIMPSON EXIS RNG EXISTING OR NEW MTS20SS (1 EA OPP CORNERS) I ; FDEt,KYNG BUTT PILE-' -`.,NO I SPLICE-} I \--4x12 PT BEAM �c 12" DIA PT BUTT I Q 2x8 PT RIM JOIST FASTENED TO T I MHWL (-)0.69' (NAND) PILE (BEYOND) END OF JOISTS W/ (2) 16D_- XiSTI G FLOOR JOISTS ! O MLWL (-)1.04' (NAVD) w N 2x10 PT BENT FASTENED W/ (2) i t FASTEN NEW JOISTS 3/4" DIA SS THREADED ROD W/ ` r TO EXISTING JOISTS m z %` I 3 3 Lo HEAVY SS WASHERS EACH SIDE j W/ MIN (6) 16D�\ 6\�\ 1\ Y 7) o I ! oczi E2" DIA PT X!STING I 2x6 PT DECKING FASTENED 1BUTT PILE i 2x6 PT DECKING FASTENED 6" DIA PT_ - ' !E S �� I W/ {2) #10x3X2" SS DECK W/ (2) #10x31Z" SS DECK W x e BUTT PILE 2x8 PT JOISTS, I ,' SCREWS AT EACH CROSSING SCREWS AT EACH CROSSING v 0 o MATCH EXIST SPACING 2x12 PT RIM JOIST i ( { W i BETWEEN PILES ®� I �T ( ' Ii C I ®TFvff T~i @ W�� X�5 �........ FASTENED TO END OF�"~----.-�W a :.:: JOISTS W/ (3) 16D I 2x12 PT JOISTS COUNTERSINK AT 2x1016P OC MAX WIN.T JOISTS . �m F MLF- AT 16 OC MAX FOR NUT AND ,n�8.' SCALE 1 2"=1'-0" WASHER _jE MHWL (-)0.69' (NAVD) / � � � _...:r j \ \FASTEN EA JOIST TO BEAMp FASTEN EA JOIST TO BEAM o�vE+ *- } = °` WITH SIMPSON H5 SS a _ _ :.: (-)1 A4' (NAVD) I WITH SIMPSON H5 SS \willif� 20 E MLWL V:•t:•rri I / ' I 4x12 PT BEAM FASTENED TO / ' • ` ' ✓' `'` 'J � F // NOTE: I 4x12 PT BEAM EA BUTT PILE W 2 3/4- x \ STRUCTURAL DETAILS ON THIS SHEET INTENDED TO MATCH SS THREADED RODS W/ HEAVY L ................ -......:� STRUCTURAL PLAN DESIGN. HOWEVER, IF CONFLICT ARISES I I SS WASHERS EA SIDE PILES MUST EXTEND THROUGH THE STRUCTURAL PLANS TAKE PRECEDENCE OVER THE DETAILS I ( p U Z O CAPROCK IF EXISTING AND A MIN DEPICTED HERE. THE CONTRACTOR SHALL REFERENCE THE I 0 OF AT LEAST 4!-0" INTO CLEAN ( STRUCTURAL PLAN SHEETS FOR BIDDING AND CONSTRUCTION. ( i MHWL (-)0.69 (NAVD) MHWL (-)0.69 (NAVD) J U SAND. CONTRACTOR MUST VERIFY ! jQz_ 04 REQUIRED CAPACITY OF PILE. MLWL (-)1.04 (NAVD) MLWL (-)1.04 (NAVD) �( 3 I ] .. Q SCALE 1 /2"=1 ' —0" I;.:::::::;:::: �/ J Z u_ //0)001 PILES MUST EXTEND THROUGHr I Q V I co / CAPROCK IF EXISTING AND A MIN 00 2 0 U — OF AT LEAST 6'-0" INTO CLEAN Z o Q ._ SAND. CONTRACTOR MUST VERIFY0 W O W _J I REQUIRED CAPACITY OF PILE. o m Q EXISTING w Lu BOAT SLI PS I—I ZIP (D? �I C z 13 I �1 � cn� o ,_Al 57< I I I x)mQ ma wIco � a�c J EXISTING ; NEW FLOATING 'YDECKING I `�`� — AQUA -CULTURE (M.H.W.L. I ® — — — — I RACEWAY I + 3.7') I EXISTING PILES M.H.W.L. (-0.69') I I ( EX. ± (-)3.1 VARIES FROM i ±(;)2.3T0±(-}3.9 I ( I 1 APPROXIMATE I SECTION A EXISTING BOTTOM: I JL ; SCALE: 1/4" = V-0" ; I I I I EXISTING 1 E SCALE 1/2"=V-0" '-0" ROPEFENCE (SEE DETAIL, SHEET C-100) EXISTING APPROXIMATE EXISTING EXISTING SUBMERGED EXISTING APPROXIMATE EXISTING UPLANDS WETLAND JURISDICTION SUBMERGED ± 10' EXISTING RIP -RAP EX. 3.99' EX. 1.49' ALLOWABLE UPLIFT 1,000 LBS ULTIMATE UPLIFT 3,000 LBS WT -7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE INDIAN RIVER DECKING (4.3'± N.A.V.D.) LAGOON - EXISTING GRADE _) PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES (SAND/ SHELL & ' SPARSE VEGETATION)' N zo040) SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. .. MHWL (-)0.69' (NAVD) •... EX. 0.23' ( DF -2 CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION, H ti SS WOOD SCREWS 6'-0" 6" EX. (-) 1.03' M.H.W.L.(-0.69) LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES. WT -8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL f X / SCALE: 1" = 10'-0" Z O ~ - _ 2x8 PT INSIDE TOP RAIL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" ��u O 0 Q J REINFORCED CONCRLIL (HIB -91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST CUT EXISTING 2x6 PT DECKING FASTENED RC -1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT "BUILDING EDITIONS. PILES FLUSH W �. I W/ (2) #10X3" SS DECK J 0 W CV � ACCORDANCE WITH THE ACI CODE REQUIREMENTS FOR j\ TOP OF DECK,§ / SCREWS AT EACH CROSSING J STRUCTURAL CONCRETE," ACI 318—LATEST EDITION. WT -9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD L/360 \.� RC -2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE = ROOF TOTAL LOAD = L/240�� SCALE 1/2"=V-0" PLACED OR FRACTION THEREOF. WT -10 SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE r I FASTEN W/ (2) 3/4" DIA SS I M.H.W.L. EL. (-)0.69' N.A.V.D. 2x10 PT JOISTS RC -3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL ROD DE HEAVY SS I AT 16" OC MAX V f- AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. M.L.W.L. EL. (-)1.04' N.A.V.D. STRENGTH AT 28 DAYS: ALL OTHER CONCRETE 5000 PSI FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS \ \ RC -5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS USE REGULAR WEIGHT CONCRETE. E,`tSTi1�J�4x12 �. \ PT BEAM FASTENED TO?UTT \EA PILE-- EXISTING BUTT PILE W/ (2)RC-6 / RC -7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE 3/4" SS THREADED RODS FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: W/ HEAVY SS WASHERS EA SIDE LOCATION SLUMP MAX. AGGREGATE SLABS 5"±1" ASTM #57 ( 184.62' TO MHWL 0.69' NAVD - (NAVD) EXISTING SUBMERGED 30.5 PROPOSED SUBMERGED RIPARIAN '_—AV LEASE AREA i LEASE AREA/ NEW AQUA-CULUTRE AREA i LIN MLWL (-)1.04' (NAVD) EXISTING A I' \\\\\\\\\\\\ PIERS EXISTING w Lu BOAT SLI PS I—I ZIP (D? �I C z 13 I �1 � cn� o ,_Al 57< I I I x)mQ ma wIco � a�c J EXISTING ; NEW FLOATING 'YDECKING I `�`� — AQUA -CULTURE (M.H.W.L. I ® — — — — I RACEWAY I + 3.7') I EXISTING PILES M.H.W.L. (-0.69') I I ( EX. ± (-)3.1 VARIES FROM i ±(;)2.3T0±(-}3.9 I ( I 1 APPROXIMATE I SECTION A EXISTING BOTTOM: I JL ; SCALE: 1/4" = V-0" ; I I I I EXISTING 1 E SCALE 1/2"=V-0" '-0" ROPEFENCE (SEE DETAIL, SHEET C-100) EXISTING APPROXIMATE EXISTING EXISTING SUBMERGED EXISTING APPROXIMATE EXISTING UPLANDS WETLAND JURISDICTION SUBMERGED ± 10' EXISTING RIP -RAP EX. 3.99' EX. 1.49' _A UPLANDS ± 10' EXISTING 1 RIP -RAP EX. 3.25' EX. 0.91 41 -at - WETLAND JURISDICTION I LAND INDIAN RIVER ' LAGOON EXISTING GRADE J (SAND/ SHELL & i SPARSE VEGETATION) I - 0.69' EX. 0.27' EX. (-) 0.99' 4 M.H.W.L.(-0.69" SECTION D SCALE: 1" = 10'-0" MATCH EX. ± 4.3' 8" DIA. BUTT PILE — (TVP.) z6 �M 10" MAX. SPAN MAX CLR SPACING 4" LANDAV— 0 INDIAN RIVER JI LAGOON - EXISTING GRADE _) V J (SAND/ SHELL & ' SPARSE VEGETATION)' N zo040) _ 2x8 PT TOP RAIL 7'-0' .. MHWL (-)0.69' (NAVD) •... EX. 0.23' ( 0.69' �\ H ti SS WOOD SCREWS 6'-0" 6" EX. (-) 1.03' M.H.W.L.(-0.69) MLWL (-)1.04' (NAVD) r f � ��'}..•.•..•:.a \r r / %�kry />/// l ji. /� /`• SECTION C f X / SCALE: 1" = 10'-0" Z O ~ _A UPLANDS ± 10' EXISTING 1 RIP -RAP EX. 3.25' EX. 0.91 41 -at - WETLAND JURISDICTION I LAND INDIAN RIVER ' LAGOON EXISTING GRADE J (SAND/ SHELL & i SPARSE VEGETATION) I - 0.69' EX. 0.27' EX. (-) 0.99' 4 M.H.W.L.(-0.69" SECTION D SCALE: 1" = 10'-0" MATCH EX. ± 4.3' 8" DIA. BUTT PILE — (TVP.) z6 �M 10" MAX. SPAN MAX CLR SPACING 4" 0 0 o I o PILES TO BE WRAPPED WITH POLYMER FROM V BELOW RIVERBED TO V ABOVE MHWL (TYP.) ZS — 0 WATERFRONT DECK PARTIAL ELEVATION SCALE: 1/2" = V-0" 14.63' APPROXIMATE EXISTING UPLANDS A WETLAND JURISDICTION DECKING ON GRADE (SEE DETAIL, THIS SHEET) ' ( ) C SCALE 1/2"=1'-0" 6" 2x6 PT DECKING FASTENED W/ (2) #10x3)¢" SS DECK SCREWS AT EACH CROSSING 2x2 PT PICKET FASTENED AT TOP AND BOTTOM W/ (1) #100" SS WOOD SCREWSI 2x10 PT JOISTS AT 12" OC MAX\I ( CENTERLINE OF P FASTEN EA JOIST TO BENT WITH SIMPSON H5 SS 2x6 PT X -BRACING ONE EACH O 0 D �~^ — — — — — - SCALE 1/2"=-0" 1 V J Q - �O 06 N zo040) 0 0 o I o PILES TO BE WRAPPED WITH POLYMER FROM V BELOW RIVERBED TO V ABOVE MHWL (TYP.) ZS — 0 WATERFRONT DECK PARTIAL ELEVATION SCALE: 1/2" = V-0" 14.63' APPROXIMATE EXISTING UPLANDS A WETLAND JURISDICTION DECKING ON GRADE (SEE DETAIL, THIS SHEET) ' ( ) C SCALE 1/2"=1'-0" 6" 2x6 PT DECKING FASTENED W/ (2) #10x3)¢" SS DECK SCREWS AT EACH CROSSING 2x2 PT PICKET FASTENED AT TOP AND BOTTOM W/ (1) #100" SS WOOD SCREWSI 2x10 PT JOISTS AT 12" OC MAX\I ( CENTERLINE OF P FASTEN EA JOIST TO BENT WITH SIMPSON H5 SS 2x6 PT X -BRACING ONE EACH 2X PT BLOCKING BETWEEN X -BRACING FASTENED W/ 5/8" �S THREADED ROD AND SS / O Z Z W or - D �~^ Z9> SCALE 1/2"=-0" 1 V J Q - �O 06 N zo040) _ 2x8 PT TOP RAIL 7'-0' .. MHWL (-)0.69' (NAVD) •... = W O g f --FASTENED W/ #10x37" ' W H ti SS WOOD SCREWS 6'-0" 6" J �� MLWL (-)1.04' (NAVD) r f � ��'}..•.•..•:.a \r r / %�kry />/// l ji. /� /`• :: fS .,; / �J ....... ` � f X / Z O ~ - _ 2x8 PT INSIDE TOP RAIL X ��u O 0 Q J FASTENED W/ #10x37:" Z - LL I SS WOOD SCREWS W m Q5 LQ De I 6" DIA PT BUTT PILES SPACING MAX 10'-0" W J 0 W CV � j\ 01 I 2x10 PT SPLICE BLOCKSY J ZQ 0 I ---FASTENED W/ (4) #10x3" SS WOOD SCREWS TO EA JOIST A '-0" Z cv SCALE 1/2"=V-0" t. I fl 1i_ j i f € j r I FASTEN W/ (2) 3/4" DIA SS v ' W ROD DE HEAVY SS � V f- ®,I�WASHERS EACH SITHREADED / ® "\ 2x12 PT (SP NO2) BENTS (1 EACH SIDE OF PILE) 2X PT BLOCKING BETWEEN X -BRACING FASTENED W/ 5/8" �S THREADED ROD AND SS / SIDE (TYP EVERY OTHER BENT) - ` - WASHER (TYP EVERY OTHER ONE) FASTEN X -BRACE W/ 5/8" SS \\\ .. MHWL (-)0.69' (NAVD) •... -TREADED ROD W/ SS WASHER / % Z i (TYP EVERY OTHER ONE) // / MLWL (-)1.04' (NAVD) r f � ��'}..•.•..•:.a \r r / %�kry />/// l ji. /� /`• :: fS .,; / �J ....... ` � f X / X PILES MUST EXTEND THROUGH CAPROCK ter'''' """` IF EXISTING AND A MIN OF AT LEAST 0.030" THICK HIGH DENSITY POLYETHYLENE PILE WRAP \/ \ 4'-0" INTO CLEAN SAND. CONTRACTOR MUST VERIFY CAPACITY OF PILE 3,500 j\ LBS REQUIRED ALLOWABLE LOAD, ULTIMATE LOAD 10,500 LBS i A '-0" SCALE 1/2"=V-0" ± 10' EXISTING ( ACCESS PIER CONSTRUCTION RIP -RAP (SEE ABOVE, THIS SHEET) zf I EXISTING Z` ) EX. 3.8' GRADE +, EX. 1.6 +1 M.H.W L. (- 0.69') ( �� II II II II II II II II II II II II II II I I I I SECTION B I I 10' MIN. II II �l I Ll u u SCALE: 1" = 5' 0" Li PROPOSED SUBMERGED LEASE AREA (EXISTING SUBMERGED LAND - INDIAN RIVER LAGOON) AV ± 50.08' MATCH EX. f ± 4.3' - '... 0 lot 12:1 MAX. yr --- MATCH EX. I ± 3.2' EX. (-) 1.23' cq EXISTING BOTTOM II II II II lil II II II u Li Ll IA Q Q Z_ 0 aWo - J �V)o Z Z 0 J Q Z W EXISTINGQ v I J MARINA ...1 m BASIN (f) — Q Li Z 0 W _ y) 9MM COMFlGATION JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ B. BRTLE EX. (-) 1.85' FL 396 / FL REG. 7805 II DiTE:. 9V 2 0 \ SHE EX. (-) 4.31 1 6�1 1 Ll PROJECT NO. 14-032 J SPECIFICATIONS - CLEARI NGIGRADINGIPAVI NG/DRAT NAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS, GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH ANDIOR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEEDJMULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD' SOD SHALL 0E ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS, SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS- THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR, EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED Q ED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL. MATERIAL. UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL". COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A,A.S.H.T.O. T-180). -MIN 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION. COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L F OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL: TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33 -71A, GRADATION 67) 'Y TO NO 4 SIEVE. TYPE 2: SANDY MATERIAL, AND MAYBE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAL MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN ty INCHES IN DIAMETER. TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITYAS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETI-RK41NED BY AASHTO T-180 AND TO AN LB -R- VALUE WHEN SPECIFIED ON PLANS. BASE SHALL 8E APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL 0E IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE SP 9.5 & TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330. AND 334 OF THE STANDARD SPECIFICATIONS. CEMENT CONCRETE PAVEMENT: CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS 1) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS, CURB ALL CURB CONSTRUCTION SHALL HE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F-D.O.T INDEX NO. 300 PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 304 - TESTI NG THE CONTRACTOR SHALL RETAIN THE SERVIG ES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EM BAN KMENT, SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: DENSITY TESTS SHALL BETAKEN AT A MAXIMMJIM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, AND AT ALL EXISTING PROOFROLLED EARTH SURFACES - B. SUBGRADE: (1) F.B.V / LB R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3/ 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. G. BASE. (1) F.B.V 1 LB. R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 BE,, 10,000 SF OR CLOSER (MIN. OF 3/1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT INTERVALS 1' ABOVE PIPE, 1' BELOW GRADE MIN., AND AT PIPE DEPTHS GREATER THAN 5 FT AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12' LIFT ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS, G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40. FY - 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71- PRECAST CONCRETE MANHOLES AND STORM INLETS MAYBE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS, PRECAST INLETS?MANHOLES ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAYAND TRAFFIC DESIGN STANDARDS", LATEST EDITION TYPE II PORTLAND CEMENT SHALL HE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI, CULVERT PIPES INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS- ADS (CORRUGATED POLYETHYLENE) OLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-23 OF THE STANDARD SPECIFICATIONS. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ENGINEER FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL P':PE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199, THE FABRIC SHALL EXTEND A MINUMUM OF 12 INCHES 300 MM BEYOND EACH SIDE OF THE JOIN ( ) TOR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS -GUILTS OF ALL LAKE BANKS, LOTIBLDG ,PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD ❑RAVANGSIAS-BUILTS- THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C, H- UPON COMPLETION OF CONSTRUCTION. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. - BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS ANDIOR PARKING LOTS/DRIVEWAYS. TRAFFICIPAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYSISTREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2010, SECTION No 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THIRD PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE, 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH ED O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 6- ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS%DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO, 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346. SIGNS: 1 ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11860, 11863, 11865. WIND LOAD SHALL BEZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17302, ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.: 1, ALL MATERIALS AND CONSTRUCT] - ON WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS6CdJ SERIES) )AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND PERMITS AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC b'UORKS,'FDOT REPRESENTATIVE. 3, AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5, THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT -0F -WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY THE EXACT LOCATION SHALL BE DETERMINED BYTHE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING, THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236. 8, THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE, 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 112" MAXIMUM., INCLUDING FRICTION COURSE. METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY IRCDUS APPROVED PRE -PLUMBED METER BOXES SHALL BE POLYMER CONCRETE & FIBERGLASS WITH NO -HOLE LID z SEE NOTE 11. -) SEE M-7 PRE -PLUMBED METER BOX F Cr W 12 1", 1j", OR 2" FINISHED GRADE- 0 CORP STOP � ROADWAY 2'-O"- 1 - --- 2'-0" 2,1 \, t � 3u \ �; _X , A W /� / r\ ;AxA. rr �\ �j� V A' > /�I 1- .-�' O r0, CJ � I 1:____ -- I� I W f )MARKER BALT 'L METER II LONG SERVICE (SEE NOTE 5) I_ _I Y IN LINE DUAL CHECK PVC CASING SLEEVE SHORT BY IRCDUS WATER MAIN SERVICE -BRASS - TRACE WIRE (SEE NOTE 8) DOUBLE STRAP ELEVATION SERVICE SADDLE -11- N OTES 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"D, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"4, TRIPLE SERVICES SHALL BE A MINIMUM 2"b AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS, 4. 1"O & 1-1/2"O LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"O LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2"O OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2"O. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS, 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5/8" METERS. 11. PRE -PLUMBED METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. �� INDIAN RIVER COUNTYIVES DRAWING � NO. DEIPAI;'TMENT � I�- WATER SERVICE UTILITIES SERVICES W p I y MARCH 2014 TRENCH WIDTH 'W'+ 4' MIN. SURFACE RESTORATION ASPHALT-\ , SURFACE VALVE BOX PAD 36" SQUARE (SEE M-6) i '� 11o 12" (MAX) i o- ° ,-9 of .a Jo Q LIMEROCK BRASS VALVE INDICATOR - DRIVEN OR ANCHORED FLUSH INTO ASPHALT SURFACE is a 11 I ''/ o co , o o °o , o " (1) -�NO. �30� 1 j CONTINUOUS BASE j - VALVE BOX LID (SEE NOTE 7) ROCK TO EXTEND WRAP WITH ABOVE EXTENSION � - j.�- FILTER CLOTH PROVIDE EXTENSION AS SHOWN TRACE WIRE VALVE BOX VALVE !� � ��-:� TYPE zj_�_ PAVED TRACE WIRE F CURB BOX 2"O TO TRACE WIRE WITH FINISHED GRADE TYPE 11 UNPAVED AREA SSS INDICATOR SHALL BE T FLUSH INTO FIBERCRETE ELEVATION D_ Li0 U D z '0 M i 36" X 36" X 8" THICK FIBERCRETE PAD AT EACH VALVE BOX IN PAVED AREAS (TYPE 1) 24" X 24" X 8" THICK FIBERCRETE PAD AT EACH VALVE BOX IN UNPAVED AREAS (TYPE II) (SEE M-5) NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9) 3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES 4, SEE TRACER WIRE DETAIL. M-13 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT) LID WITH RAISED LETTERS MARKED: "WATER", "SEWER", "BRINE", OR "REUSE WATER' AS APPLICABLE. 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 9. VALVE BOX EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. gIVR j INDIAN RIVER COUNTY � ��DRAWING NO. DI�',UARTItIENT or� � UTILITIES SERVICES * VALVE AND B O X M-5 1 - I MARCH 2014 12" MECHANICAL COMPACTION MIN, NOT ALLOWED BELOW THIS LEVEL -'.• /,: 1-1,- 11 1, 1 1 �- - '�f , , 00 \A b" -- !PG. &9 "30 -- 0''?'53 47'26"E �45' op: 0 N" \r -Al 1268221.0676 E 8273,56612J A \X --N4 V43" '13"W —MEAN H/GH WA TERLI&E Xxxxx 12. 4 1 (EL vA TION =-u. 6- 9' VA AD 88) L '09 PER THE F D. E, Lr" P. TER 0ofWA TED �10512014 AND 04212 10 TED .317,112014 �GRA VEL N44 013'09 "W 20.01? PORTION OF .OT 1, BLOCK I LME\Z T 1, BLOCK 11 U, <9Ati LIME L 0 T 2, -81. OCK I — 0 NZ -1 A R e k .." t S.7,pil*- S SUBDIVISION v BLOCK I V2 PAGE 56 CONCRETE HEAD PI'ALL 0 HEA L 41'Vti" �v 7\ PLAT 300K 1, PA GE 56 -7 SOUTH L�A S�l '726 .L,c- �'.WDDLETONS SUBDIVISIOv S88ot7-26-"E-J20-lj—'-7 -'c — -7� ---4 -4-T&14-- SIN \11 ■ INDIAN RIVER SIN ROOF COVERED DOCK EXISTING DAMAGED STRUCTURE -N69'04'47"- 32,41 '3V48"W V)854- 90 CR AREA 5v- -N' M. 13' Xl X -- S25'05'08"E 2.35' S 2 4*3 0,. " E 163' \-S6 %"53'24"W 22.271' A-- �- I- #0102237,"W-- ----- ------__F�oB SUBMERGED LEASE Rr 0 - 1' 54' 41 "E PEP' MASTELLEE� MOLAR, REED, & 7A YLOR 80100ARY SURVEY FOR 14.68' SUBMERGED LAND LEASE A T DABROWSKI MARINA FILE MORE 6483 DRA 1-111AIG NAIVE 6483DPVrG i.03 I Al 1268133 1722 03557" E 827434.7290 N04E IN 0 w u')vit 14' 55"E MEAN HIGH WA TER LINE 11 tCR - 42-85' '114 10 'ELEVATION= -0, 72' IVA VD 88) PER - Td 'EFD- LP. LETTERDA TED 511JI2010 AND N023919"E LOCATED 511JI2010 t, 22.82' PER MASTELLER, MOLAR, REED, & TA'ILCIR BOUNDARY SURVEY FOR SUBMERGED LAND LEASE A T DABROVISK, MARINA N13* 56' 13"WFILE NAME 648J DRAPKNG NAME 648JDWG 115.89' 09°02'01 "W 22.40' 0 7' 5 0 5"EE 32,53' N083949"W 22.12' It — .000 \—FD I" PLAS176- PIPE EXISTING SUBMERGED LAND LEASE AREA EXHIBIT SCALE: 1" = 20'-0" LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (EXISTING) A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE S25'39'00"E, 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE S88'17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 116.14 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER THE FOLLOWING CALLS; THENCE N07*50'15"E, 32.54 FEET; THENCE N13'56'13"W, 15.89 FEET; THENCE NO2*14'55"E, 42,86 FEET: THENCE N21*54'42"E, 14.69 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MEAN HIGH WATER N28*31'48"W, 13.04 FEET; THENCE LEAVING SAID MEAN HIGH WATER N69'04'47"E, 32.41 FEET; THENCE N21'19'47"W, 120.07 FEET; THENCE N'64'59'24"E, 122.46 FEET; THENCE N67*37'58"E, 31.12 FEET; THENCE S21'11'23"E, 43.03 FEET; THENCE S22*06'09"E, 47.14 FEET; THENCE S23'39'34"E, 43.70 FEET; THENCE S68'41'41"W, 77.52 FEET; THENCE S25'05'08"E, 2.35 FEET; THENCE S67'53'24"W, 22.27 FEET; THENCE S24'35'54"E, 3.63 FEET; THENCE 367'55'22"W, 87,00 FEET BACK TO THE POINT OF BEGINNING. CONTAINING 0.48 ACRES (20854.71 SQ. FT.) MORE OR LESS. m "61 P), 0 BEARING DISTANCE VIC; L 1 N 13056'13"W 15.89' 07 . 50 15"E .0.1 L 2 N 2105442"E 14.691 32.53' EXISTING DOCKS L 3 S 67055'22"W I 8.66 co 03949"W TO REMAIN (NOTE: DECKING ON EXISTING DOCKS TO BE REPLACED AS L 4 N 01 02237"W I 14.02 .12' 47'26"E L 5 N 71051'12" E .45' NECESSARY) VE N 21019'59"W 22.651 PROPOSED DOCK AND L 7 S 6804453"W 6.47 7-7 1" PLA S 7C RIPE DECKING L 8 N 19048'00"W 27.25' - L 9 N 44006'28"W 10-09, L 10 S 22006'36"E 15.25' PROPOSED SUBMERGED LAND LEASE AREA EXHIBIT L 11 N 21014'28"W 10.37' 0, SCALE: 1" = 20'-0" \V /I '—SAND/GRASS--- S SUBDIVISION BLOCKI �12, P.AGE56 CONCRE:TITEE HEADWALL 0 Nu ONCRE17L HEAD 01A, L Z - t tip/ f f1 7 PLA T BOOK 1, PACE 56� UgD1 s 1726 SOUTH L�,AVE MIDDLETONS 5 SIN a 2300 13% .50'05'%'o' NORTH IV lZoc!Jo-f1zz N0403557"E f- 827454. 7290 ON z in P NO2* 14' 55"E YLAN #GH WA 7:TD? LINE Lo 42.85' co (EL EVA 770N= - 0. 172' NA VD 88,) 00 rki PER THE FOEP, LETTER N0239'19"E DA,7LED 517312010 AND LOCATED TED 511JI2010 22.82' PER MA S TEL L ER, MOLAR, REED, & TA YL,,-I'R BOUNDA R Y SUR IE Y FaA? SUHMERGED LAND LEASE AT DAHROWSKI MARINA FILE NAME 545.3, DRAWING AlAloE 64,33DOG N13' 56' 13"W 5-89' (--N09003'01"W 22.40'.01 t, LINE BEARING DISTANCE HATCH LEGEND .00 L 1 N 13056'13"W 15.89' 07 . 50 15"E .0.1 L 2 N 2105442"E 14.691 32.53' EXISTING DOCKS L 3 S 67055'22"W I 8.66 co 03949"W TO REMAIN (NOTE: DECKING ON EXISTING DOCKS TO BE REPLACED AS L 4 N 01 02237"W I 14.02 .12' L 5 N 71051'12" E 2.251 NECESSARY) L 6 N 21019'59"W 22.651 PROPOSED DOCK AND L 7 S 6804453"W 6.47 7-7 1" PLA S 7C RIPE DECKING L 8 N 19048'00"W 27.25' - L 9 N 44006'28"W 10-09, L 10 S 22006'36"E 15.25' PROPOSED SUBMERGED LAND LEASE AREA EXHIBIT L 11 N 21014'28"W 10.37' SCALE: 1" = 20'-0" LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED), A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25'39'00"E, A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88'17'26"E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF MIDDLETONS SUDIVISION, A DISTANCE OF 116.14 FEET; THENCE RUN N07'50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN N13'56'13"W, A DISTANCE OF 15.89 FEET; THENCE RUN NO2*14'55"E, A DISTANCE OF 42.86 FEET; THENCE RUN N21'54*42"E, A DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING; THENCE RUN S67'55'22"W, A DISTANCE OF 8.66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE RUN N01'22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER LINE, RUN N71'51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69*04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN N21 °19'59"W, A DISTANCE OF 22.65 FEET; THENCE RUN S68'44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19'48'00"W, A DISTANCE OF 27.25 FEET; THENCE RUN S68'08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE, RUN N44*06'28"W, A DISTANCE OF 10.09 FEET; THENCE LEAVING SAID MEAN HIGH WATER LINE, RUN N68'08'12"E, A DISTANCE OF 50.95 FEET; THENCE RUN N21'19'15"W, A DISTANCE OF 60.78 FEET; THENCE RUN N64'59'24"E, A DISTANCE OF 122.46 FEET; THENCE RUN N 67'37'58"E, A DISTANCE OF 31.12 FEET; THENCE RUN S21 °11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUNS 22'06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN S23'39'34"E, A DISTANCE OF 43.70 FEET; THENCE RUN S22'06'36"E, A DISTANCE OF 15.25 FEET; THENCE RUN S67'53'24"W, A DISTANCE OF 99.65 FEET; THENCE RUN N21'14'28"W, A DISTANCE OF 10.37 FEET; THENCE RUN S67'55'22"W, A DISTANCE OF 87.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SQ. FT.) MORE OR LESS OL Ic Q: o C'4 O C Z cn V) Y 41 Ocn cz IQ �ijad �ftqq S. W3 WFURV111.4 hxtiggg.-warss Mw z < U-1 0 M CD V) C) mz E '< w LLI P= IL > V) m QULLI z (n wE LL - 0 LL - \l. CERnFlrA710N lOSEPN W. SCHULKE /k NO. 47 0 6 0 P\ RED. Eos ii� DATE. 0\ 4 C-1 3 PROJECT NO. 14-032 NOTE: 3 PILES TO EXTEND TO 9'-0" NOTE: DECKING TO BE INSTALLED ABOVE DOCK FINISH FLOOR FOR WITHOUT GAPS ON RAMP AS SHOWN MOUNTING OF LIGHTS. SEE A-3. O4 IN SECTION CIA -8 i NEW DOCK. SEE CIVIL DRAT INGS WOOD FOR ALL DETAILS THIS AR A GUARD RAIL O 24 O WOOD__7\ 1 10'-0" GUARD _ RAIL SEE SITE PLAN FOR DECK ELEVATIONS. RAMP SLOPE IS 10" OVER 10'-0" AND IS AT MAXIMUM ALLOWABLE SLOPE. (1" IN 12"). INCREASE LENGTH AS NECESSARI IF SITE CONDITIONS EXCEED 10" SLOPE. KEYED FLOOR PLAN NOTES NEW COVERED DOCK ON EXISTING WOOD PILES. NEW LOCATION FOR EXISTING FLOOR MOUNTED SCALES. (BY G.C.) 1 THE 30'-2" WIDTH IS SUBJECT TO MINOR ADJUSTMENT AS REQUIRED19 REQUIRES ELECTRIC. SEE SHEET A-3. PROVIDE BACKBOARD OF TO LINE NEW STRUCTURAL WOOD BEAMS UP OVER EXISTING ROWS TWO PT 2X8'S. OF PILES. THE 47'-4" LENGTH IS TO BE ADJUSTED AS NECESSARY TO EXISTING SHOWER HEAD i CONTROLS IN THIS APPROXIMATE FILL THE AVIALABLE LENGTH BETWEEN EXISTING DOCKS AS SHOWN.20 LOCATION TO BE REPLACED WITH NEW ON NEW PILE. ALL FOUR CORNERS TO BE 90 DEGREES. EXISTING DOCK THIS AREA TO BE DEMOLISHED AND RECONSTRUCTED. EXISTING RAMP (USED TO TRANSPORT ROLLING CONTAINERS OF 2 21 FISH) TO BE RECONSTRUCTED DUE TO NEW ELEVATION OF THIS AREA IS TO HAVE A PARTIAL ROOF. NEW DOCK. RISE IS APPROX. 7". SEE DETAIL 61A-9. EXISTING SLOPED DOCK IS TO BE ALTERED TO PROVIDE NEW SLOPE. NEW RAMP FOR TRANSPORTING ROLLING CONTAINERS OF FISH 3 SEE SECTION CIA -8. 22 FROM DOCK LEVEL TO BUILDING LEVEL. RISE IS APPROXIMATELY 10". SEE SECTIONS D&E!A-8. 4 NEW DOCK WITH GUARDRAILS. SEE CIVIL PLANS FOR DIMENSIONS 1 23 .ACCESSIBLE RAMP HANDRAILS. SEE C/A -7, C!A 8 AND 51A-9. AND DETAILS. DOCK EXTENDS TO EXISTING BUILDING ON SHORE. REPLACE EXISTING WOOD DECKING WITH NEW 2X6 PT WOOD DECKING ACCESSIBLE RAMP HANDRAILS. CONSTRUCT AS SHOWN IN ( 5 J ON EXISTING DOCK FRAMING. NOTIFY STRUCTURAL ENGINEER FOR DETAIL 51A-9. (SIMILAR) PROVIDE 18" EXTENSION AT TOP AND FRAMING INSPECTION FOLLOWING REMOVAL OF EXISTING DECKING. BOTTOM AS SHOWN IN SECTION CIA -8 $ TYPICAL SYMBOL FOR NEW 12" DIAMETER PILE. (19 TOTAL) 25O 48" ALUMINUM GATE SIMILAR TO GATE SHOWN IN SECTION B/A-7. SEE SHEET A-4 FOR SPECS. LATCH TO BE ADA COMPLIANT. TYPICAL SYMBOL FOR EXISTING PILE TO REMAIN. (SHOWN WITH 48" ALUMINUM GATE SEE SECTION IN SECTION B/A-7. SEE SHEET SOLID THIN LINE) CUT TOP OF MILE AS NEEDED FOR CURRENT USE. 26 A-4 FOR SPECS. GATE LATCH TO BE ADA COMPLIANT. PROVIDE LAMINATE ENGRAVED SIGN " EMERGENCY EXIT ONLY". SIGN OTYPICAL SYMBOL FOR EXISTING PILE AND FRAMING BELOW LETTERS TO BE 112" HIGH MIN. EXISTING DOCK. (RELEVANT TO NEW WORK.) 1 O 36" ALUMINUM GATE. SEE SECTION AIA -6. SEE SHEET A-4 FOR 27 9 TYPICAL SYMBOL FOR NEW PILE. (SHOWN WITH SOLID DARK LINE) SPECS. PROVIDE LAMINATE ENGRAVED SIGN "AUTHORIZEDPERSONS ONLY" SIGN LETTERS TO BE 1/2" HIGH MIN, PROVIDE ADA COMPLIANT LATCH. 1 O NEW GUARDRAIL ATTACHED TO EXISTING STRUCTURE BELOW28 PAIR 36" X 80" DOORS. SEE SHEET A-4 FOR DOOR AN D HARDWARE EXISTING DOCK SPECS. NEW GUARDRAIL ATTACHED TO EXISTING PILES. EXISTING PILES TO 11 BE CUT TO PROPER HEIGHT. 29 WOOD BENCH BOLTED TO FLOOR. SEE 10lA-9. NEW 6" DIAMETER PILE (PARTIAL HEIGHT) ATTACHED TO EXISTING 12 PILE. NEW GUARDRAIL IS ATTACHED TO NEW PILE. 30 SLAB EDGE RECESSED FOR RAMP. SEE D&ElA-8 O NEW GUARDRAIL ATTACHED TO NEW BUILDING FLOOR 13 STRUCTURE BELOW CONCRETE DECK. 31 22" X 36" ATTIC ACCESS SCUTTLE 14 TYPICAL SYMBOL FOR NEW 4X4 GUARDRAIL POST 2A 1013C FIRE EXTINGUISHER ON WALL BRACKET. MOUNT AT V-0" AFF 32 TO TOP. NOTE: ONE LOCATED IN NEW BUILDING AND ONE LOCATED NEW 42" HIGH WALL FOR MOUNTING OF ELECTRIC WATER COOLERS. WHERE DOCKS MEET SHORE. PROVIDE NEW 4X4 PT WOOD POST IN 15 WALL HAS 4X4 POST AT EACH END THAT MOUNTS TO FLOOR CONC. FOOTING FOR MOUNTING. STRUCTURE BELOW DECK 33 PROVIDE LAMINATE ENGRAVED SIGN ON FIRE EXTINGUISHER POST ELECTRICAL DATUM PLANE: 5.15 NAVD". (1" HIGH WHITE LETTERS 1 NOT USED ON BLACK BACKGROUND) 1 36" ALUMINUM GATE. SEE SHEET A-4 FOR SPECS. PROVIDE LAMINATE 17 LINE OF NEW FLOOR BEAM BELOW. 34 ENGRAVED SIGN "AUTHORIZED PERSONS ONLY" SIGN LETTERS TO O BE 1/2" HIGH MIN. PROVIDE ADA COMPLIANT LATCH, 18 EDGE OF NEW FLOOR SLAB. SEE DETAIL 3/A-9.ro_ 4X4 POST AT THIS LOCATION TO EXTEND TO 9' ABOVE DECK FOR INSTALLATION OF NEW LIGHT AT TOP GENERAL NOTES 1. ALL LABOR TO GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF CERTIFICATE OF COMPLETION. ALL PRODUCT AND MATERIAL WARRANTEES TO BE OBTAINED AND TURNED OVER TO OWNER AT COMPLETION OF PROJECT. 2. ALL CONTRACTORS & SUBCONTRACTORS TO BE FULLY LICENSED AND INSURED AS REQUIRED BY THE CITY OF SEBASTIAN AND ALL GOVERNING AUTHORITIES. 3. ALL WORK TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF ALL GOVERNING CODES. 4. THE JOB SITE IS TO BE KEPT CLEAN AND SAFE AT ALL TIMES. ALL TRASH TO BE DISPOSED OF IN A LEGAL MANNER. COORDINATE ALL ACTIVITIES WITH THE OWNER AND FISHERMEN USING THE DOCKS TO KEEP IT AVAILABLE FOR USE. ANY PERIODS WHERE CONSTRUCTION ACTIVITIES WILL REQUIRE THE DOCKS, 1 OR PORTIONS OF THE DOCKS TO BE TEMPORARILY INACCESSIBLE ARE TO BE SCHEDULED WITH AND APPROVED BY THE OWNER. :PRODUCTS IDE 2 SETS OF STATE OF FLORIDA PRODUCT APPROVALS OR MIAMI-DADE NOTICES OF ACCEPTANCE TO THE BUILDING DEPARTMENT FOR THE FOLLOWING PRIOR TO INSTALLATION: 5-V METAL ROOFING, ROOFING UNDERLAYMENT, LAP SIDING, SOFFIT MATERIAL AND STORAGE ROOM DOORS. PROVIDE TURE & SPECIFICATIONS OF CUPOLA INCLUDING CERTIFICATION OF WIND LOAD COMPLIANCE SEALED BY FLORIDA REGISTERED ENGINEER. PROVIDE 32 AT BASE TS OF ROOF TRUSS DRAWINGS SEALED BY FLORIDA REGISTERED ENGINEER OF EXISTING 33 RAMP CODE ANALYSIS PROJECT DESCRIPTION: THIS IS A RECONSTRUCTION OF EXISTING STRUCTURE THAT WAS DESTROYED BY HURRICANES. WHILE THE ORIGINAL STRUCTURE WAS ENCLOSED IN EXTERIOR WALLS, THIS PROJECT WILL PROVIDE AN OPEN-AIR COVERED DOCK INSTEAD. IT IS USED BY COMMERCIAL FISHERMEN AS AN AREA TO UNLOAD THEIR CATCH AND TO WEIGH AND SORT IT BEFORE TAKING IT TO SHORE. THE WEST END WILL HAVE A SMALL AREA FOR THE PUBLIC TO WATCH THE PROCESS. OCCUPANCY CLASSIFICATION: PRIMARY OCCUPANCY IS BUSINESS. (PUBLIC VIEWING AREA TREATED AS ASSEMBLY FOR OCCUPANT LOAD BUT IS ACCESSORY OCCUPANCY. IT HAS LESS THAN 50 OCCUPANTS AND IS LESS THAN 10% OF COVERED AREA - ) ADDITIONAL CLASSIFICATION UNDER THE FFPC IS 'BOATYARD'. COVERED DOCK AREA: 1,940 SF. (INCLUDES OVERHANGS) ALLOWABLE CONSTRUCTION TYPE: FBC TABLE 503 - TYPE 513 UNSPRINLERED OK FOR ASSEMBLY & BUSINESS. FFPC TABLE 12.2.3.8 -TYPE V(000) OK FOR ASSEMBLY. NO REQUIREMENTS FOR BUSINESS. (38.1.6) CONSTRUCTION TYPE PROVIDED - TYPE 5B UNSPRINKLERED. THE BUILDING IS WOOD TRUSSES ON A POST & BEAM SYSTEM USING 12" DIAMETER PIERS. OCCUPANT LOAD FOR COVERED DOCK: FBC TABLE 1004.1 AND FFPC TABLE 7.3.1.2 & 12.1.7.1.1 PUBLIC AREA (ASSEMBLY): 133.8 SF @ 115 NSF ( PLUS 1118" OF 12' BENCH SPACE = 8) 34.76 BUSINESS: 1509.09 SF @ 1/100 GSF 15.09 TOTAL OCCUPANTS: 49.85 EXISTING DOCK TO REMAIN N r I I WOOD 1 ` GUARD I RAIL 4 ° I I Z Z �Y U wo z V z Q A A-6 �. T-10" +!- 7 I O E3IT_^ - - IL W Z ui m ( -LONGEST DIAGONAL OF Lu � ( I DOCK AREA = 81'4" o I I ma �Z I DIAGRAM OF REMOTE EXITS (SEE CODE ANALYSIS BEOW) LINE OF ROOF OVERHANG 33'-2" +1- 9'-8" I, 9'-8" 10'-0" LQ35 I 1 ,� 5'-0" +/- 4'-8" +/- ' 6 1 Qq_g 8 - WOOD GUARD RAIL ARCHITECTURAL DRAWING INDEX A-1 FLOOR PLAN A-2 DEMOLITION PLAN A-3 ELECTRICAL, FIRE PROTECTION & PLUMBING PLAN A-4 EAST & WEST ELEVATIONS AND PRODUCT SPECS A-5 NORTH & SOUTH ELEVATIONS & ROOFING DETAILS A-6 NORTH / SOUTH BUILDING SECTION A-7 EAST / WEST BUILDING SECTION A-8 DETAILS A-9 DETAILS IS I EXISTING `\ , I \ DOCK WITH p( 91\ + NEW DECKING , ` N O T \ I 101011 61 (P31 EXISTING DOCK TO -0----I 20 C13 `\ - - - - - - - �\ -- - - - 11 REMAIN \ , - RAMP A-9 F _ ) LAW N - 48" CHAIN 22 1 LIWK GATE _ D 7 _ -- --------- 25 �_---------t===--- --- p I---------------------------------------------------------------------------------- � -- ------ -------------------------------------- I n II ( � 30 \ 6 r �7 1 J2" 7 112" � 9" II 91 1 9'-8" 9'-8" 10'-0" 10'-0" 7112" i 17 �♦ i r \47'-4" 13 SCALES{ - 1 9 \ iv 11XI\ - -H B N --L---- MAXIMUM COMMON _ 29 PATH OF TRAVEL = 28' I COVERED DOCK ` 10 A-9 I 129 I 12 1 3 N -_H B \ QA -7 - -I- �- -- -- -- -- �- -- -- -- -� -- r -- -- - B CL N o b ____ ( i PUBLIC w I FISHERMEN \ 31 L J c, m I: AREA I AREA \ I 8 �i p I � N o MAXIMUM PATH OF `\ OI O 23 I wl V 1 TRAVEL =180' \ M O = I V-9 ItU. 12'-0" 6,-6" if wooD o G UARDI z 28 -- -' � -- �_s - RAIL I 7 -- ------------ ) - �/ i \ - _ L I 27 \ N WOOD I&3- GUARD I"CHAIN � 18 3 " O RAIL I I HI -LOW LK GATE I FIRE C nlr.�n�� WATER I EXTINGUISHER STORAGE 15 I COOLERS 17 CLOSET b I 1 0 0 I ii i II 1 18 ELEC. PANEL T\ �I t= -- -------}--------------- --------------------------------------------------------------- -------------------------- - ---'#----------------------- moi. 48" CHAIN r9 ,---------- ------ 15-1 1i2" LINK GATE I 61-811+1-026 4r 5'-5" 10 1/2" 6-7 1/2" 8'-0" 11'-4" 10'-0" 10'-0" 7 1/2" )-9> A-88CAEXISTINGA-8 A-6 b b REMAIN PROPOSED FLOOR PLAN MINIUM NUMBER OF EXITS: FBC TABLE 1021.1 AND FFPC 7.4 & 38.2.4.1 (2): TWO. NUMBER OF EXITS PROVIDED: TWO. (A NEW PIER WAS ADDED AS A SECOND MEANS) SEE DRAWING IN UPPER RIGHT CORNER OF THIS SHEET FOR DIAGRAM OF REMOTE EXITS. MAXIMUM PATH OF TRAVEL TO EXIT: FBC TABLE 1016 AND FFPC 12.2.6.2 & 38.2.6.2: 200'. MAXIMUM PATH OF TRAVEL PROVIDED: 180'- IDENTIFIED ON FLOOR PLAN THIS SHEET. MAXIMUM COMMON PATH OF TRAVEL: (ASSEMBLY SPACE NOT AFFECTED) FBC 1014.3 BUSINESS 75'. FFPC 38.2.5.3.3 BUSINESS 75'. MAXIMUM PROVIDED: 28'- IDENTIFIED ON FLOOR PLAN THIS SHEET. MEANS OF EGRESS LIGHTING: PROVIDED. SEE SHEET A-3 EMERGENCY LIGHTING: PROVIDED. SEE SHEET A-3 - BATTERY BACK-UP EGRESS LIGHTS. FIRE ALARM: FBC 907.2.2 BUSINESS: NOT REQUIRED - 1 -STORY UNDER 300 OCCUPANTS FFPC 12.3.4.1.1 ASSEMBLY, 38.3.4.1 BUSINESS - NOT REQURIED -1 STORY UNDER 300 OCCUPANTS FIRE SPRINKLERS: FBC CHAPTER 9: NOT REQUIRED FOR ASSEMBLY -1 STORY UNDER 300 OCCUPANTS, BUSINESS - NO REQUREMENTS. FFPC: SEE SPECIAL CODES BELOW. STANDPIPES: FBC 905.3.7 MARINIAS & BOATYARDS: STANDPIPES SHALL COMPLY WITH FFPC. FFPC: SEE SPECIAL CODES BELOW. RESTROOMS: THIS STRUCTURE SHARES RESTROOMS WITH A EXISTING MARKET LOCATED ON THE SAME PROPERTY. IT IS LOCATED ON THE SAME LEVEL AS THE MARKET AND IS WITHIN 500' OF IT. (FBC 403.3.2) SPECIAL CODES: NFPA 1, CHAPTER 28 MARINAS & BOATYARDS NOTE: CHAPTER 28 (28.1) REQUIRES COMPLIANCE WITH NFPA 303 FIRE PROTECTION FOR MARINAS & BOATYARDS. THE CODES IN CHAPTER 28 ARE REPEATED IN NFPA 303. ONLY NFPA 303 IS SHOWN BELOW. 3.3.7 5.3.1, 5.3.2, & 5.3.3: REQUIRE ESTABLISHMENT OF ELECTRICAL DATUM PLANE 2' ABOVE HIGHEST HIGH TIDE UNDER NORMAL CONDITIONS, POSTING OF INFORMATION ON A SIGN, AND INSTALLATION OF ALL ELECTRICAL CONNECTIONS AT LEAST 12" ABOVE THE DECK OF A FIXED PIER BUT NOT BELOW THE DATUM. ALSO REQUIRES THE ELECTRICAL SERVICE TO DISCONNECT FROM THE POWER SOURCE WHEN THE WATER REACHES THE BENCH MARK. SEE ELECTRICAL NOTES ON SHEET A-3 FOR COMPLIANCE. EXISTING DOCK TO REMAIN 5.9.1: REQUIRES ALL WIRING TO COMPLY WITH ARTICLE 555, NFPA 70. SEE A-3 FOR COMPLIANCE. r 6.2.1.1.1: REQUIRES CLASS A,B & C FIRE EXTINGUISHERS AT THE LANDIPIER INTERSECTION AND WITHIN 75' TRAVEL DISTANCE. COMPLIED. SEE FLOOR PLAN, THIS SHEET. 6.3.1.1 & 3: REQURIES FIRE SPRINKLER SYSTEM FOR BUILDINGS OVER 500 SF BUT PERMITS EXCEPTION FOR EXISTING FACILITIES WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. COMPLIANCE:A DRY STAND PIPE SYSTEM HAS BEEN PROVIDED WITH A FIRE DEPARTMENT CONNECTION ON SHORE AND FIRE HOSE CONNECTIONS AT THE COVERED DOCK AND ON EACH OF THE TWO EXISTING PIERS IN LIEW OF THE SPRINKLER SYSTEM PENDING APPROVAL OF THE FIRE DEPARTMENT. SEE FIRE PROTECTION NOTES, SHEET A-3 AND CIVIL SHEET C-100. THE SYSTEM IS REQUIRED TO COMPLY WITH NFPA 14. 0' 1' 3' 6' 10' 15' SCALE: 1/4" = 1' REVISIONS: 11-11-14 REVIEW COMMENTS U r N T_ }, c-oo(D(oF= cr) In o O Cy -. U 5M S.. co - CO � U a) 0 L O O� U ti C Ca M O U.) -0( a N N ^) N CN i U ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/41' =1' SHEET NO: OF 9 SHEETS KEYED DEMOLITION PLAN NOTES 1 EXISTING BUILDING FOOTPRINT. MUCH OF THE EXISTING BUIILDING HAS BEEN REMOVED BUT DEMOLITION IS TO BE FINISHED TO THE EXTENT NECESSARY TO LEAVE ONLY THE EXISTING PILES, MOST OF WHICH ARE TO BE USED IN THE RECONSTRUCTION OF THE BUILDING. PROTECT THEM FROM DAMAGE DURING THE DEMO PHASE. REMOVE ALL OTHER FRAMING, CONCRETE, FOAM, ETC. REMOVE ALL EXISTING PIPES AND CONDUITS UNLESS SHOWN ON THE SHEET A-3 TO REMAIN. OAPPROXIMATE EDGE OF EXISTING COLLAPSED FLOOR STRUCTURE TYPICAL SYMBOL FOR EXISTING DOCK TO REMAIN. (SHOWN SHADED) 3 THE STRUCTURE FOR THIS DOCK IS INDEPENDENT OF THE ADJACENT BUILDING 1 DOCKS. PROTECT DURING CONSTUCTION OEXISTING STEPS TO REMAIN OEXISTING WOOD FRAME RAMP BUILT ON TOP OF EXISTING DOCK TO BE REMOVED & REPLACED DUE TO NEW ADJACENT DECK ELEVATION. EXISTING WOOD STEPS BUILT ON TOP OF EXISTING DOCK TO BE 6 REMOVED. NEW DECK ELEVATION WILL BE ONLY ABOUT 7" HIGHER THAN EXISTING DECK. NO NEW STEPS REQUIRED. 7 TWO EXISTING ELECTRICAL JUNCTION BOXES ON WOOD MOUNT. SEE SHEET A-3 DEMOLITION WORK REQUIRED. TYPICAL SYMBOL FOR EXISTING PILE TO REMAIN. (SHOWN WITH SOLID DARK LINE) MOST PILES TO REMAIN WILL NEED TO BE CUT TO REDUCE HEIGHT. THE PILES UNDER THE EXISTING BUILDING WILL BE CUT DOWN TO THE BEARING HEIGHT OF THE NEW BEAMS SPANNING ACROSS THE TOPS OF THEM. SEE STRUCTURAL DRAWINGS. OTHERS THAT NEED TO BE CUT ARE IDENTIFIED BY A SEPARATE NOTE. g TYPICAL SYMBOL FOR EXISTING PILE TO BE REMOVED. (SHOWN WITH THIN DASHED LINE) OEXISTING DOCK AND ALL ASSOCIATED FRAMING TO BE REMOVED 1 O AS SHOWN (DASHED LINES) ALSO REMOVE ALL EXISTING PLUMBING AND ELECTRICAL OEXISTING RAMPED DOCK. PILES AND 2X8 CROSS FRAMING TO 11 REMAIN. (2X8'S SHOWN DASHED) EXISTING DECKING AND 2X6 JOISTS TO BE REMOVED AND REPLACED WITH NEW RAMPED FRAMING I DECKING. SEE DETAIL CIA -8. 12 EXISTING DOCK AND ALL ASSOCIATED FRAMING TO BE REMOVED (EXCEPT PILES) FOR CONSTRUCTION OF NEW DOCK. aEXISTING PILE TO BE CUT OFF AT UNDERSIDE OF NEW DECKING. SEXISTING PILE TO BE CUT OFF AS REQUIRED FOR NEW GUARDRAIL 1 rj EXISTING PILE TO BE CUT OFF TO BELOW NEW DOCK. SEE DETAILS 1 EXISTING SCALES TO BE REMOVED AND REINSTALLED ON NEW DECK. 17 EXISTING PUMP I EXPANSION TANK TO BE REMOVED, TURN OVER TO OWNER. 1 REMOVE EXISTING DECKING. THIS AREA TO RECEIVE NEW DECKING. EXISTING FRAMING TO REMAIN. GENERAL DEMOLITION NOTES 1. ALL MATERIALS REMOVED TO BE PROPERLY DISPOSED OF IN COMPLIANCE WITH ALL GOVERNING LAWS. 2. REMOVE ALL CONSTRUCTION DEBRIS FROM PROJECT AREA INCLUDING ALL DEBRIS THAT IS CURRENTLY IN THE WATER. 3. USE CARE IN THE REMOVAL OF ALL MATERIALS TO AVOID INJURY AND TO AVOID DAMAGE TO EXISTING STRUCTURE THAT WILL REMAIN. 4. KEEP CONSTRUCTION SITE CLEAN AT ALL TIMES & COORDINATE THE SCHEDULING OF ALL ACTIVITIES TO PROVIDE CONTINUED ACCESS TO THE DOCKS BY THE FISHERMEN DURING THE COURSE OF THE PROJECT --------------- I'D I - I I I r I I I I I I I I 10 I I I I 1 � � I I I I I i i I I I _ I I I I I i i I i I I I I I I I I I I i I , 1 I I MAN M -) L 10 ) ------------------------------- c ----------------- ------------ , I ' 14I I I I I I I I I , 1 , I , I I I , I , I r I , I I ! , I I 1 i I I I I 1 I I I i I I I I I , , I , I I I I i I I I I r I 10 ! I I , I I r I I I I I I I I I I , i I I I I I I , I r I , I 1 I I ------------------ I I 1 I I ---------- -- 13 ------AM------------------------------------- , i I I I I 1 I I I I I I L/ I I I I I O O ) I I I I I I I I I I I I I I I I I I I I I I I I I I I I 16 ' I � � I I I I I I I I I i I I I I ------------------------------ O ------------------------ht]----------------------CF------------- 0 0 0 O 0 O< O O O �8 O O �-. I I I I I I I I I I BI I — A-7 i I I I r I I 0 0 0 0 I 1 I I I 1 I , I I I I I 10 ' 10 I I I I O O O I I I I I I I i I I I I I I I I I I I I I I I DEMOLITION PLAN 0' 1' 3' 6' 10' 15' SCALE: 114" = V REVISIONS: L-5 U r N 4_i ■ I— oo m co E ,_. 0) O ' c 04 M tiY U N O ' N LX -Q L. O a-- N too O (�\] V! IL O � V N N c\1 N > n,■ W ti ~ V s CL ARCHITECT SEAL V DATE: 10-13-14 PROJECT NO: SCALE: 1/4" =1' SHEET NO: A=2 OF 9 SHEETS KEYED ELECTRICAL NOTES TOP OF WOOD PILE TO BE @ 8' ABOVE DOCK. TYPICAL AT EACH OF THREE LIGHT FIXTURES NEW EMERGENCY BACKUP LIGHT WITH PHOTOCELL ON TIME CLOCK #2. SEE OVERALL DOCK PLAN, THIS SHEET FOR DIMENSION BETWEEN LIGHTS. INSTALL CONDUIT UP BACK SIDE OF WOOD PILE AND PENETRATE TROUGH PILE TO LIGHT FIXTURE. NEW DOCK. SEE CIVIL DRAIWINGS E -1QTWO EXISTING ELECTRICAL JUNCTION BOXES EACH FEEDING AN EXISTING ELECTRIC PANEL ON DOCK APPROX. 51' TO THE EAST. ONE IS IN SERVICE AND ONE IS NOT. BOTH PANELS ARE TO BE REMOVED AND DISCARDED. THE MOUNTING FRAMING MAY REMAIN. THE CONDUIT AND CONDUCTORS FEEDING THE SERVICE IN USE ARE TO BE REROUTED TO FEED THE NEW PANEL IN THIS PROJECT. INSTALL WP JUNCTION BOX AT OTHER PANEL LOCATION AND CAP EXISTING CONDUCTORS. THE TWO SERVICES ORIGINATE AT METERS/FUSED DISCONNECTS LOCATED TO THE WEST BY INDIAN RIVER DRIVE. (DE -2(2) CONDUITS W/CONDUCTORS LEAD TO METERS AT INDIAN RIVER DRIVE - DUE WEST FROM THIS POINT. SEE SITE PLAN. PROVIDE NEW FEED TO EXISTING POST LIGHT LOCATED OUT ON DOCK. E-3 TYPICAL OF (2) TOTAL, ONE TO THE NORTH OF THE BUILDING AND ONE TO THE EAST. PROVIDE TIME CLOCK / PHOTOCELL FOR CIRCUIT. NOTE: LIGHTS ARE REMOTELY LOCATED - VERIFY DISTANCE PRIOR TO BID. O_4 NEW LOCATION FOR EXISTING FLOOR MOUNTED SCALES. MOUNT WP GFI RECEPTACLE @ 4'-0" AFF. FEED TO COME FROM 1 OVERHEAD AS SHOWN FOR NEW LIGHTS IN SECTION A/A-6. SURFACE MOUNT NEW STAINLESS STEEL 200 AMP 1 PHASE PANEL ON FACE E-5 OF PLYWOOD. RUN FEED FOR PANEL INSIDE WALL AND INTO BACK OF CABINET. RUN CIRCUIT CONDUITS SURFACE MOUNTED ON PLYWODD TO ABOVE CEILING. LEAVE ROOM FOR FUTURE CONDUITS, LIGHT FIXTURE TYPES CEILING SURFACE MOUNT 8' FLOURESCENT LIGHT ON WALL SWITCH. XEM 8 2 32 RA 4E 4EU 1 CEILING SURFACE MOUNT 8' FLOURESCENT LIGHT ON WALL SWITCH. SAME AS ABOVE BUT WITH EMERGENCY BATTERY BACK-UP NEW POLE MOUNTED DOCK LIGHT WITH BATTERY BACK UP. SEE FLOOR PLAN FOR INSTALLATION METHOD. INSTALLS ON WOOD PILE. INSTALL ON NEW TIMECLOCKIPHOTOCELL #2. LUMENCIA NAUTICALLL151 L900C 4000K BW. BATTERY BACKUP TO BE DUAL LITE ESSENTIAL LIGHTING INVERTER LITE GEAR SERIES LG2S. INSTALL AT PANEL. WALL MOUNT (ON FACE OF PT WOOD PILE) DECORATIVE. SEE SECTION A/A-6 FOR OVERHEAD FEED METHOD. INSTALL ON NEW TIME CLOCKIPHOTOCELL #1. TMS CALVIN 2-M-120-F09-GBR A6-1709 EXISTING POLE MOUNTED AREA LIGHT TO BE FED FROM NEW PANEL THROUGH NEW TIME EXIST CLOCKIPHOTOCELL #2 GENERAL ELECTRICAL NOTES 1. THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF NFPA 303-12. ALL WIRING IS TO COMPLY WITH ARTICLE 555, NFPA 70, MARINAS & BOATYARDS 2. NFPA 303-12 (3.3.7) REQUIRES THE ESTABLISHMENT OF THE ELECTRICAL DATUM PLANE FOR THE PROJECT. IT IS DEFINED AS A HORIZONTAL LINE TWO FEET (7) ABOVE THE HIGHEST TIDE LEVEL FOR THE AREA OCCURING UNDER NORMAL CIRCUMSTANCES, THAT IS, HIGHEST HIGH TIDE, A SIGN INDICATING THE ELECTRICAL DATUM PLANE IS REQUIRED ON SHORE. (SEE SHEET A-1 FLOOR PLAN NOTES FOR SIGN BY G.C.) NFPA 303-12 (5.3.3) REQUIRES THAT ALL ELECTRICAL CONNECTIONS BE LOCATED AT LEAST 12" ABOVE THE DECK BUT NOT BELOW THE ELECTRICAL DATUM PLANE. THE 2013 HIGHEST HIGH TIDE FOR THIS AREA WAS AT ELEVATION 3.15. THE ELECTRICAL DATUM PLANE FOR THIS PROJECT IS THEREFORE AT ELEVATION 5.15. THE "FINISH FLOOR" DECK ELEVATION FOR THIS PROJECT IS ELEVATION 4.0 NAVD, WHICH WOULD RESULT IN A MINIMUM HEIGHT ELEVATION FOR ALL ELECTRICAL CONNECTIONS OF 5.0. TO SATISFY BOTH REQUIEMENTS, ALL ELECTRICAL CONNETIONS ARE TO BE AT ELEVATION 5.5.(18" ABOVE FINISH FLOOR) THE CONTRACTOR IS TO VERIFY FINISH FLOOR ELEVATION WITH THE PROJECT SURVEYOR PRIOR TO INSTALLATION OF ANY ELECTRICAL, AND NOTIFY THE ARCHITECT IF IT EXCEEDS 4.0. 3. PROVIDE SHUNT TRIP FOR ELECTRICAL SERVICE OPERATED BY FLOAT FOR ALL DETAILS THIS AREA SEE OVERALL DOCK PLAN, THIS SHEET T FOR EXISTING POST LIGHT AND NEW DRY STANDPIPE I I I RAM? ) I• (P-6 u KEYED FIRE PROTECTION NOTES PROVIDE COMPLETE FULLY OPERATIONAL DRY STANDPIPE SYSTEM FP -1 IN COMPLIANCE WITH NFPA 14, CLASS 11. PROVIDE SUBMITTAL PACKAGE AS NECESSARY. OBTAIN APPROVAL AND PERMIT FROM THE INDIAN RIVER COUNTY FIRE DEPARTMENT PRIOR TO PURCHASE OR INSTALLATION OF ANY SYSTEM COMPONENTS. ALL PIPING TO BE CPVC EXCEPT WHERE IT PENETRATES VERTICALLY OUT OF GROUND AND/OR ABOVE DOCK DECK. PROVIDE SCHEDULE 40 GALVANIZED PAINTED PIPE IN THOSE LOCATIONS. (WHERE EXPOSED TO SUN) FP -2 FIRE DEPARTMENT CONNECTION PER FIRE DEPT. REQUIREMENTS FP -3 1 112" BRASS FIRE HOSE CONNECTION WITH BRASS CAP. TYPICAL OF THREE. (ONE IS LOCATED BY WATER FOUNTAINS. THE OTHER TWO ARE OUT ON THE EXISTING DOCKS. SEE OVERALL DOCK PLAN, THIS SHEET FOR LOCATIONS. KEYED PLUMBING NOTES P-1 NEW 1" CPVC POTABLE WATER LINE. P-2 SEE CIVIL DRAWINGS FOR CONTINUATION OF NEW POTABLE WATER LINE TO POINT OF CONNECTION P-3 EXISTING PVC WATER LINE TO BE CUT AND CAPPED P-4 NEW 1" CPVE WATER LINE P-5 TIE NEW 1" LINE IN TO EXISTING 1" LINE HERE P-6 EXISTING 1" WATER LINE TO REMAIN P-7 INSTALL NEW HOSE BIBB IN EXISTING WATER LINE AT EDGE OF DECK. PROVIDE NEW SHOWER HEAD / CONTROL VALVE ON PT WOOD PILE. P-8 (THERE IS AN EXISTING ONE HERE THAT WILL BE REMOVED IN THE COURSE OF DEMOLITION) NEW ELECTRIC HI -LOW WATER COOLERS TO BE OASIS 14 GAUGE VANDAL P-9 RESISTANT UNIVERSAL BARRIER -FREE VERSACOOLER 11 MODEL PGV8ACSL-14G OR EQUAL, EXTEND DRAIN LINE TO 6" +/- BELOW DECK FRAMING. P-10 INSTALL NEW HOSE BIBB ON FACE OF PILE ABOVE DECK P-11 INSTALL NEW HOSE BIBB AT STORAGE CLOSET WALL. TIE INTO EXISTING WATER LINE •I I• 1� •1 I• •I I• • I� • P-7 (- 1 I I• �"�I❑ i + I P-5 EXISTING I P-6 DOCK WITH NEW DECKING ! P-3 � I I I ❑ I � � << I EXISTING FIRE HYDRANT Ln N I EXIST'' E-3 FIRE HOSE 57' O CONNECTION I ' -- DRY STANDPIPE LINE. 33'+/- 33' +/- SEE CIVIL DRAWINGS 1 i FOR THIS AREA 1 � COVERED ` I NEW POST LIGHT �-w DOCK — (TYP. OF 4) ` < 1 EDGE OF STREET PAVEMENT ' J 1 DRY STANDPIPE LINE. E —k— DRY STANDPIPE LINE. E-1 FP -3 E-3 65'+/- �I'.—.—.—.—.—.—.—.—.—.—.—.—. ——.—.—.—.—.—.—.�.�.—•—•—•—• I•—•—•—•—•— —.__e EXIST -� EXIST. ELEC. PNLS-ny FIRE HOSE I FIRE HOSE 51' �� 23' CONNECTION CONNECTION I OVERAL DOCK PLAN I 33'-2" +/- /- IO IO m 0 P-10 ' mTlAfthTAj oxxxxxxxx / I P-8� — I _ i❑ I a o Ij --- I ❑ C7 � • - I I z •--I -- I PUBLIC AREA u? N I I I P-9 HI -LOW 1 ANDINC C] I WATER WP COOLERS SWITCH. FLOAT SWITCH TO BE INTALLED FOR ACTIVATION WHEN WATER I I GFI FP -2 LEVEL REACHES ELECTRICAL DATUM PLANE. C SCALES LINE OF ROOF OVERHANG I + -� CO EXISTING 1 DOCK TO • KM P REMAIN I i • FIRE EXTINGUISHER C 49 9 WP GFI ELEC.PANEL TTTTTT � •`•M -� • --------- co �• FP -1 I i � FP -3 ' 7 P 2 P5EXISTING EXISTING e 11 --- DOCK TO DOCK TO E-1 REMAIN REMAIN _ E-1 40 — 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w — — — — — — — — — — — — — — — — � E-2 SEE OVERALL DOCK PLAN, THIS SHEET EXISTING METERS FOR EXISTING ELECTRIC PANELS, AT STREET POST LIGHT AND NEW DRY STANDPIPE ELECTRICAL, PLUMBING & FIRE PROTECTION PLAN SCALE: 1/419 =11 REVISIONS: 11-11-14 REVIEW COMMENTS L� UIr - C14 ♦_ Lo m O V '�N�V � cv) 04 L ca 0 a 0 N L X s L 0 4 N 4- N0.) U Vssrn� � U f` C OLo tis M O 3.i -on C ul N N .-. N i > NCL U s U) r 1'� 0 V Z Z Z Q J � J Z OC m V W W V♦ Vr_' rL Q ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/4's =1' SHEET NO: A-3 OF 9 SHEETS E s 4 NO 2 5 v 7 9 11 10 11 ( 13 I I 8 1 C 15 I r !� 16 I' I sill �) III II II II II III II II II II III III II fl II II �Lla� II II III III II Il i;____-----------�_- -� �mnnnnnn �nnnnn rtRL _ - --- ---- -------- 16 16 ------------------- ---- ------------------- -------------- ------------r-------i- ---- ill 21 -- ------ -I ---- ------ ---- _----_----------------- -------------'- ------ _._._-� I �._.. .. .. , 11'..1 21 l I <B 7 4 2 2 // I I \\ 5 5 I 1 7 I 11 10 11 13 8 I 15 21 I I l� I I I,, I I I�, I I I�I I I I I i KEYED NOTES PREFINISHED MANUFACTURED CUPOLA. SEE SPECS SHEET A-4. SEE DETAILS, SHEETS A-6 & A-8. O5-V CRIMP METAL ROOF. SEE SPECS SHEET A4. SEE ROOFING DETAILS, SHEET A-5 AND A-6 (CUPOLA) ( 3 j VENTED RIDGE. SEE DETAIL SHEET A-5. ( 4 ) ROOF TRANSITION. SEE DETAIL SHEET A-5. ( 5 J RAKED GABLE ROOF EDGE. SEE DETAILS SHEET A-5 & 1/A-9. OSEE EAVE DETAIL, SHEET A-5 AND DETAILS 7 &8/A-9 WEST ELEVATION 1 /4" = 1'-0" ODRIP EDGE OVER 1X2 PT OVER PAINTED 2X8 WOOD FASCIA OVER 2X6 SUB -FASCIA (COLOR #1) PAINTED (COLOR #1) VENTED CEMENT PANEL SOFFIT. ( J SEE 7&81A-9. NOTE: INTERIOR CEIING & CEILING TRIM ALSO TO BE PAINTED COLOR #3. OPAINTED (COLOR #1 - ALL EXPOSED SIDES) WOOD BEAM 1 Q PAINTED CEMENT SIDING (COLOR # 2) 11 PAINTED 1 X4 CEMENT TRIM (COLOR #1) 12 PAINTED DECORATIVE NON-FUNCTIONAL GABLE END VENT (COLOR #1) S12" DIAMETER PT WOOD PILE - UNFINISHED S1X1 VERTICAL PT WOOD STRIPS - UNFINISHED. SEE A-6. 15 DECORATIVE LIGHT FIXTURE. SEE A-3. 16 PT WOOD GUARD RAIL - UNFINISHED. 17 NOT USED 1$ PAINTED FIBERGLASS DOORS. SEE SPECS ON SHEETS A-1 & A4. (COLOR #1) EAST ELEVATION 1/411 = 1'-011 1 g SEALED CONCRETE FLOOR SLAB. SEE SPECS SHEET A-4. 20 PT FLOOR DECKING ANDIOR FRAMING - UNFINISHED. 21 EXISTING DOCK FRAMING TO REMAIN. 22 NEW PT WOOD DECKING - UNFINSHED - OVER EXISTING FRAMING. 23 NEW PT - UNFINISHED - DECK FRAMING j PRODUCT SPECIFICATIONS ROOFING ROOFING SYSTEM TO BE EXPOSED FASTENER METAL OVER SELF-ADHESIVE UNDERLAYMENT OVER BASE SHEET OVER PLYWOOD. SEE STRUCTURAL DRAWINGS FOR PLYWOOD SPECS. METAL ROOFING: 26 GA. 5-V CRIMP CLEAR ACRYLIC COATED GALVALUME STEEL SHEET AX50 CONFORMING TO ASTM 792. SEMCO SOUTHEAST METALS OR EQUAL. INSTALL IN STRICT COMPLIANCE WITH MANUFACTURER'S MIAMI-DADE NOTICE OF ACCEPTANCE. (NOA NO. 11-0714.08) ALL MATERIALS AND METHODS TO BE AS RECOMMENDED BY THE MANUFACTURER. SEE ELEVATIONS, THIS SHEET AND SHEET A-5 FOR ROOFING DETAILS. ALL EXPOSED FASTENERS TO BE STAINLESS STEEL. UNDERLAYMENT: RUBERIZED ASPHALT WATERPROOFING MEMBRANE OVER MECHANICALLY FASTENED BASE SHEET. POLYGLASS POLYSTICK MTS OR EQUAL. INSTALL IN STRICT COMPLIANCE WITH MANUFACTURER'S MIAMI-DADE NOTICE OF ACCEPTANCE. (NOA NO. 12-0713.02) SIDING AND SOFFITS LAP SIDING: FIBER CEMENT LAP SIDING OVER SECONDARY WATERPROOFING MEMBRANE. JAMES HARDIE SELECT CEDARMILL 8.25" (7" EXPOSURE), FACTORY PRIMED FIELD PAINTED, OR EQUAL. PANEL SIDING: (AT WATER COOLERS) 4'X8'X5/16" FIBER CEMENT SHEATHING OVER SECONDARY WATERPROOFING MEMBRANE. JAMES HARDIE SIERRA 8 CEMENT PANEL SIDING, FACTORY PRIMED, FIELD PAINTED, OR EQUAL. ( HAS VERTICAL GROOVES @ 8" O.C.) SECONDARY WATERPROOFING MEMBRANE: INSTALL BOTH PRODUCTS OVER HARDI WRAP WATER BARRIER MEMBRANE. SEAL JOINTS IN MEMBRANE WITH SEAM TAPE. PROVIDE HARDIE WRAP PRO -FLASHING SELF ADHESIVE FLASHING AROUND DOOR AND HORIZONTALLY AT BASE OF WALLS. SOFFITS: FIBER CEMENT 12" VENTED SOFFIT PANELS. JAMES HARDIE HZ10 VENTED SOFFIT PANELS, FACTOR PRIMED, FIELD PAINTED, OR EQUAL. LAP SIDING,PANEL SIDING AND SOFFIT PANELS TO BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S MIAMI-DADE NOTICE OF ACCEPTANCE. NOA NO. 13-0311.07 ALL FASTENERS TO BE STAINLESS STEEL FIRE EXTINGUISHER WALL BRACKET MOUNTED MULTI PURPOSE DRY CHEMICAL TYPE (2A -1013C), UL RATED. LARSEN'S MANUFACTURING OR EQUAL. PAINTS HIGHEST QUALITY EXTERIOR LATEX PAINT SYSTEMS: SHERWIN WILLIAMS PROMAR 200 SYSTEM OR EQUAL. APPLY TWO FINISH COATS OVER PRIMER COAT AT ALL SURFACES TO BE PAINTED. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS IN ALL CASES FOR SUITABILITY OF APPLICATIONS AND METODS OF APPLYING. DO NOT BEGIN UNTIL ALL SURFACES ARE ACCEPTABLE AND PROPERLY PREPARED. UPON COMPLETION DELIVER EXTRA STOCK OF ONE GALLON OF EACH COLOR. REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIMS, ESCUTCHEONS, ETC. PRIOR TO PAINTING. HANDICAP HANDRAILS HANDRAILS AND MOUNTING BRAC KETS/ESCUTC H IONS, ETC. TO BE 1 1/2" DIAMETER TYPE 304 STAINLESS STEEL. SEALANTS FOR JOINTS IN VERTICAL SURFACES, PROVIDE ASTM C 920, TYPE S OR M, GRDE NS, CLASS 25, USE NT. FOR JOINTS IN HORIZONTAL SURFACES, PROVIDE ASTM C 920, TYPES S OR M, GRADE P, CLASS 25 USE T. PROVIDE GLASS MAT, CLOSED CELL NEOPRENE, BUTYL, POLYURETHANE, EXPANDED POLYETHYLENE, POLYVINYL CHLORIDE OR A COMPATIBLE RUBBER GASKET OF TYPE RECOMMENDED BY THE MANUFACTURER OF THE COMPOUND. DOW CORNING OR EQUAL. DOORS & HARDWARE DOORS: STORAGE CLOSET DOORS TO BE A PAIR OF 36"X80" IMPACT RATED,PAINTED, FLUSH OR PANEL, FIBERGLASS DOORS WITH FIBERGLASS OR COMPOSITE FRAMES. JELD WEN, THERMATRU OR EQUAL. INSTALL IN STRICT COMPLIANCE WITH MANUFACTURER'S MIAMI-DADE NOTICE OF ACCEPTANCE. DOOR HARDWARE TO BE AS FOLLOWS: ACTIVE LEAF TO HAVE SCHLAGE AL SERIES OR EQUAL ENTRANCE LATCHSET WITH SIX PIN TUMBLER, JUPITER DESIGN HAN DLE,STAIN LESS STEEL FINISH. INACTIVE LEAF TO HAVE IVES OR EQUAL STAINLESS STEEL SURFACE BOLTS AND MATCHING DUMMY LATCHSET. PROVIDE WEATHER STRIPPING AND HAGER OR EQUAL 5 -KNUCKLE BALL BEARING TYPE STAINLESS STEEL, NON -REMOVABLE PIN HINGES. PROVIDE IVES OR EQUAL CRASH STOP ON BOTH DOORS. COMMERCIAL GRADE _ALUMINUM GATES GATES AND ASSOCIATED RAILINGS TO BE COMMERCIAL GRADE ALUMINUM AS MANUFACTURED BY ALUMI-GUARD OR EQUAL. (aluma-guard.com) GATE FRAME TO BE WELDED. POSTS TO BE 2 1/2" X 2 1/2" X.125 6005-T5 ALLOY. PICKETS TO BE 3/4"X3/4"X.050 6005-T52 ALLOY. (ASTM B221) PICKET SPACING TO PROHIBIT THE PASSAGE OF A 4" SPHERE. FINISH TO BE AAMA 2605 FLUOROPOLY POLYESTER, 3-4 MILS THICK, DARK BRONZE. ALL FASTENERS TO BE TYPE 410 OR 18-8 STAINLESS STEEL. PROVIDE SELF CLOSING HINGES. ALL GATE LATCHES TO BE "Z LOKK", LEVER ACTION ADA COMPLIANT BY D&D TECHNOLOGIES OR EQUAL. (HARDWARE SOURCE.COM) ROOF CUPOLA & WEATHER VANE PREMANUFACTURED PREFINISHED .032 ALUMINUM CLAD CUPOLA AS SHOWN. CAMPBELLSVILLE INDUSTRIES MODEL RC -20B IN WHITE KYNAR FINISH. PROVIDE FLORIDA REGISTERED ENGINEER SEALED DOCUMENTATION FROM MANUFACTURER SHOWING COMPLIANCE WITH PROJECT WIND PRESSURES. PROVIDE 8" CURB EXTENSION. MANUFACTURER WILL CUT ROOF SLOPE INTO BASE. INSTALL OVER ROOF TRUSSES AND ANCHOR PER MANUFACTURER'S INSTRUCTIONS. (CONTACT MARK SAPP 800467-8135 OR 270465-8135 OR msapp@cvi I leindustries. com ) WEATHER VANE TO BE 26"L X 9 1/2" HIGH "SNAPPER" MODEL FROM EAST COAST WEATHER VANES AND WILL BE INCLUDED IN PACKAGE FROM CUPOLA MANUFACTURER. SEALANTS CONCEALED SEALANTS AT THRESHOLDS AND BEHIND TRIMS, ETC. TO BE 100 % SILICONE. ALL EXPOSED SEALANTS TO BE PAINTABLE SILICONE. SONNEBORN, GE., OR EQUAL. 0' 1' 3' 6' 10' 15' REVISIONS: 1 11-11-14 REVIEW COMMENTS U N_ oDLOLo O O i O v- �/ —V % v= 0) V cy)0 O to M O �mto C N N L > 04 r - a) '` U ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/4" = 1' SHEET NO: 1 OF 9 SHEETS o oIM A-6 � o - i I I > I 6 I I J ( 13 I15 I � Fy RIDGE VENT PRV4 W/RIDGE CAP RC -6 FASTENER PER NOA SCHEDULE JG -6 5-V CRIMP F PANEL OUTSIDE CLOSURE VENTED RIDGE DETAIL FASTENER PER- NOA SCHEDULE OUTSIDE ----\ CLOSURE 5-V CRIMP INSIDE PANEL CLOSURE G TF -1 ROOFING TRANSITION DETAIL 5-V CRIMP NORTH ELEVATION PANEL FASTENER PER NOA SCHEDULE 1IAff 11-011 INSIDE CLOSURE /'F v 1" MIN. OVERHANG BUTYL SEALANT TAPE A ��� � DRIP EDGE ENTIRE LENGTH OF EAVE A -g (`LJ) EF -1 3 EAVE DETAIL I I I I i i I I 19� i 1 A.41 I I ' ' I I I,I I I I 1 I I 5-V CRIMP FASTENER PER PANEL '�_\ NOA SCHEDULE GR -4 ) yN\l A - - - BUTYL SEALANT TAPE FASCIA / ENTIRE LENGTH OF GABLE ( 13 c 10 E 15 RAKED GABLE DETAIL � 14 II I I ROOFING DETAILS 21 �I THE ABOVE ROOFING DETAILS AND PRODUCT NUMBERS ARE AS MANUFACTURED BY SEMCO SOUTHEAST METALS. { (SEE ROOFING SPECS ON SHEET A-4.) THE POLYGLASS POLYSTICK MTS SECONDARY ROOFING MEMBRANE y° SPECIFIED IS NOT SHOWN IN THESE DETAILS AND IS TO '( 1 BE INSTALLED PER ITS NOTICE OF ACCEPTANCE. SEE SHEET A-6 FOR FLASHING DETAIL AT THE CUPOLA. i I j I I SOUTH ELEVATION va., = i._o.. KEYED NOTES T_ v " OPREFINISHED MANUFACTURED CUPOLA. SEE SPECS SHEET A-4. SEE DETAILS, SHEETS A-6 & A-8. O DRIP EDGE OVER 1X2 PT OVER PAINTED 2X8 WOOD FASCIA OVER 2X6 SUB -FASCIA (COLOR #1) 1 3 12" DIAMETER PT WOOD PILE - UNFINISHED 1 g SEALED CONCRETE FLOOR SLAB. SEE SPECS SHEET A-4. 5-V CRIMP METAL ROOF. SEE SPECS SHEET A4. SEE ROOFING 2 DETAILS, SHEET A-5 AND A-6 (CUPOLA) O PAINTED (COLOR #1) VENTED CEMENT PANEL SOFFIT. SEE 7&8/A-9. NOTE: INTERIOR CEIING & CEILING TRIM14 ALSO TO BE PAINTED U� 1X1 VERTICAL PT WOOD STRIPS - UNFINISHED. SEE A-6. 20 PT FLOOR DECKING ANDIOR FRAMING - UNFINISHED. ( j j VENTED RIDGE. SEE DETAIL SHEET A-5. ( y ) COLOR #3. PAINTED (COLOR #1 - ALL EXPOSED SIDES) WOOD BEAM 1 5 DECORATIVE LIGHT FIXTURE. SEE A-3. 21 EXISTING DOCK FRAMING TO REMAIN. OROOF TRANSITION. SEE DETAIL SHEET A-5. 1 Q PAINTED CEMENT SIDING (COLOR # 2) 16 PT WOOD GUARD RAIL - UNFINISHED. 22 NEW PT WOOD DECKING - UNFINSHED - OVER EXISTING FRAMING. O RAKED GABLE ROOF EDGE. SEE DETAILS SHEET A-5 & 1/A-9. 1 1 PAINTED 1X4 CEMENT TRIM (COLOR #1) 1 1 7 ALUMINUM GATE WITH ADA LATCH. SEE SPECS ON SHEETS A-1 & A-4 6 SEE EAVE DETAIL, SHEET A-5 AND DETAILS 7 &8/A-9PAINTED 12 DECORATIVE NON-FUNCTIONAL GABLE END VENT (COLOR #1) 18 PAINTED FIBERGLASS DOORS. SEE SPECS ON SHEETS A-1 & A-4. (COLOR #1) 0'1' 3' 6' 10' 15' SCALE: 1/4" =1' REVISIONS: 11-11-14 REVIEW COMMENTS U T_ v " °° U) o .c— �m U� 04 :3 M c4 Y CoU cc U) U V o� M M O N N N > " V CL FCT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/411 = 'I' SHEET NO: A-5 OF 9 SHEETS 8 A-9 ROOFEDGE DETAIL C 0 00 0 --1 o- AL. BASE < BY C.I. STEEPLE/CUPOLA TOWER LEG <'S BY C.I. ANCHOR BOLTS AS REQ'D. BY C.I. , AL. ARCH. < BY C.I. CONT. BREAKMETALI FLASHING OVER CRIMP ROOF OUTSIDE CLOSURE ING POLYSTICK MTS OVER 5/8" PLYWOOD ROOF OU & CLOSURE STRIP SHEATHING OVER 2X6 FLAT PTFRAMING PER MANUF. DETAILS. OVER 5/8" PLYWOOD ROOF SHEATHING UNDER CUPOLA. USE CANT STRIP AT TRANSITION. ROOF TRUSS 2X6 PT ABOVE AND BELOW (3) PT2X4. SEE STRUCTURAL DRAWINGS ROOFING DETAIL AT BASE OF CUPOLA SEE MANUFACTURER'S DETAIL FIA -8. SEE STRUCTURAL DRAWINGS FOR ATTACHMENT OF 2X FRAMING 27 I 9 10 11 13 29'-8„ - � 14 ' � 1 r = r r 'I 18 11 J 5'-8" 5'-8" I - —.. 5'-8" .. --- - - .� ..... 5'-9" _ 3'.8" WOOD GUARD RAIL 1T' 23 = 17 I Io LO o I , ji 22 EXISTING -8 — — — — TO REMAIN 24 8 5 - 21 --�--------------------------------------------------------------------------- — — — RAMP W/LANDING�❑ ------------- 3 1 - • o • . I I I �I SLOPE 3" STARTING FLUSH I 17 I I I < WITH EXISTING DOCK AT SOUTH I I I I SLOPE 2" +t- TO MATCH EXISTING I L U ' I i LJ LJ U SLOPE AT WEST END I 25 O 7 A-9 ROOF EDGE DETAIL �-o KEYED NOTES PAINTED HARDIE LAP SIDING OVER VAPOR BARRIER OVER PLYWOOD OVER 2X6 PT WOOD STUDS. CONSTRUCT AS SHOWN IN SECTION 1/A-9 19 (ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING) 24 HI -LOW WATER FOUNTIAN. SEE SHEET A-3. O 12" DIAMETER PILE / ' 2X12 PAINTED PT WOOD BEAM. SEE STRUCTURAL DRAWINGS. SEE PAINT SPECS, SHEET A-4. 2 EXISTING 6" DIAMETER WOOD PILE TO REMAIN. CUT TO CORRECT S PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE STRUCTURAL HEIGHT FOR NEW WOOD FLOOR STRUCTURE BEAM 0 DRAWINGS FOR STRAPPING. \J 4X12 PT WOOD FLOOR SUPPORT BEAM. SEE STRUCTURAL DRAWINGS O CEILING TO BE PAINTED 19/32" TREATED ROUGH SAWN PLYWOOD W/8" O.C. GROOVES, ATTACH TO TRUSSES PER STRUCTURAL CUT TOP OF EXISTING PILE TO UNDERSIDE OF DECKING S1X1 DRAWINGS. INSTALL PAINTED 1X2 BATTENS USING STAINLESS ( 4 ) 2X12 PT WOOD JOISTS. SEE STRUCTURAL DRAWINGS V STEEL FINISH NAILS OVER ALL JOINTS AND NAIL LINES. WILL PILES TO HEIGHTS SHOWN. INSTALL WITH 6d STAINLESS STEEL FINISH NAILS @ 12" O.C. RESULT IN A 2'X4' GRID. NOTE: HOLD TOP OF 12" PILES 27 3" CONCRETE SLAB OVER 2X6 PT WOOD DECKING. SEE STRUCTURAL 3/4" DOWN TO ALLOW SHEATHING TO PASS THROUGH. 5 DRAWINGS. SEE PAINT SPECS, SHEET A-4. 16 NEW 2X6 PT WOOD DECKING. SEE STRUCTURAL DRAWINGS 1 O PAINTED 1X2 PT WOOD TRIM AT FULL PERIMETER OF CEILING FOR ATTACHMENT 21 OF SEALANT. PROVIDE HARDIE WRAP PRO -FLASHING STRIP BEHIND 11 LIGHT FIXTURE. SEE SHEET A-3 817GUARDRAIL @42" AFF. 4X4 WOOD POSTS ATTACH TO DOUBLE 5-V CRIMP METAL ROOFING SYSTEM OVER PEEL & STICK BASE 12 SECONDARY ROOFING MEMBRANE OVER STRUCTURAL GRADE 22 SEE SHEET A-4 FOR SPECS. 1x2 HARDIE TRIM THIS SIDE ONLY. SEAL AT FULL PERIMETER. PLYWOOD. SEE STRUCTURAL DRAWINGS FOR PLYWOOD. SEE SPECS ON SHEET A-4. 23 SHEET A-4 FOR ROOFING SPECS. SEE EXTERIOR ELEVATIONS FOR ROOFING DETAILS. D 0 NORTH -/ SOUTH BUILDING SECTION LOOKING EAST 1/2" = 1'-0" ^A A-6 o> 13 PAINTED HARDIE LAP SIDING OVER VAPOR BARRIER OVER PLYWOOD OVER 2X6 PT WOOD STUDS. CONSTRUCT AS SHOWN IN SECTION 1/A-9 19 2x10 PT WOOD JOISTS. SEE STRUCTURAL DRAWINGS 24 HI -LOW WATER FOUNTIAN. SEE SHEET A-3. AND IN STRUCT. DRAWINGS. SEE SHEET A4 FOR SIDING AND PAINT SPECS. VERTICAL 1X4 PAINTED HARDIE TRIM BOTH SIDES OF OUTSIDE CORNERS. 2O 42" HIGH WALL CONSTRUCTED AS SHOWN FOR CLOSET WALL IN SECTION 1/A-9. (NO CONCRETE CURB REQUIRED). 4X4 PT WOOD 25 EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN. S SEE ALSO SECTION BtA-7. POST AT EACH END OF WALL ANCHORS TO 2X12 FLOOR JOISTS. 0 TYPICAL SYMBOL -SHOWN WITH SOLID FADED LINE PT VERTICAL STRIPS (UNPAINTED) ATTACHED TO ALL 12" DIAMETER SEE SECTION BIA-7. CLOSE ENDS OF WALL WITH HARDIE TRIM. PROVIDE 1X4 VERTICAL HARDIE TRIM AT ALL 4 OUTSIDE CORNERS.26 CUT TOP OF EXISTING PILE TO UNDERSIDE OF DECKING S1X1 N > I` n'■ W ~ V � PILES TO HEIGHTS SHOWN. INSTALL WITH 6d STAINLESS STEEL FINISH NAILS @ 12" O.C. INSIDE SIDING TO BE HARDIE SIERRA 8. SEE SPECS, SHEET A-4. ALL SURFACES TO BE PAINTED. SEE SHEET A4 FOR SIDING AND 27 PREMANUFACTURED CUPOLA TO BE INSTALLED PER PAINT SPECS. MANUFACTURER'S ENGINEERING DRAWINGS. SEE SPECS 16 EDGE OF CONCRETE SLAB. SEE DETAIL 3/A-9. 1x4 HARDIE TRIM BASE BOTH SIDES. INSTALL BOTTOM IN FULL BED ON SHEET A-4. 21 OF SEALANT. PROVIDE HARDIE WRAP PRO -FLASHING STRIP BEHIND 817GUARDRAIL @42" AFF. 4X4 WOOD POSTS ATTACH TO DOUBLE BASE. PROVIDE ALUMINUM'Z' FLASHING AT TOP OF BASE. O1 2X12 WOOD FLOOR JOISTS. SEE SECTION BtA-7. ALUMINUM GATE WITH ADA LATCH. SEE A-1 FLOOR PLAN AND 22 SEE SHEET A-4 FOR SPECS. 1x2 HARDIE TRIM THIS SIDE ONLY. SEAL AT FULL PERIMETER. SPECS ON SHEET A-4. 23 2X8 PAINTED PT WOOD WALL CAP. SEAL AT FULL PERIMETER. 0' 1' 3' 6' 10' SCALE: 112" =1' REVISIONS: 11-11-14 REVIEW COMMENTS L� U r N }i Lo M Lo p U01)04' o N coM M N ti O 0 a) }, M O CL O L0 (� N > I` n'■ W ~ V � ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/2" =1' SHEET NO: OF 9 SHEETS I A A-6 r i -9 12 I I� I < 27 i I I I EAST / WEST BUILDING SECTION LOOKING SOUTH OA -7 1/2" = 1'-0" KEYED NOTES (ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING) 4X12 PAINTED PT WOOD BEAM. SEE STRUCTURAL DRAWINGS. PAINTED HARDIE LAP SIDING OVER VAPOR BARRIER OVER PLYWOODEXISTING TO 1 12" DIAMETER PILE O SEE PAINT SPECS, SHEET A-4. 1 3 OVER 2X6 PT WOOD STUDS. CONSTRUCT AS SHOWN IN SECTION 1/A-9 19 PAIR OF 3' o" X 6' s" DOORS. SEE FLOOR PLAN 25 TYPICA S,YMBO L- SHOWN WITH SOLID FIADED LANE REMAIN. EXISTING 6" DIAMETER WOOD PILE TO REMAIN. CUT TO CORRECT PRE-ENGINEERED WOOD TRUSSES @24" O.C. SEE STRUCTURAL AND STRUCTURAL DRAWINGS. SEE A-4 FOR SIDING AND PAINT SPECS. 42" HIGH WALL CONSTRUCTED AS SHOWN FOR CLOSET WALL IN PREMANUFACTURED CUPOLA TO BE INSTALLED PER 2 HEIGHT FOR NEW WOOD FLOOR STRUCTURE BEAM O DRAWINGS FOR STRAPPING. S VERTICAL 1X4 PAINTED HARDIE TRIM BOTH SIDES OF OUTSIDE CORNERS. B20 SECTION 1/A-9. (NO CONCRETE CURB REQUIRED). 4X4 PT WOOD 26 MANUFACTURER'S ENGINEERING DRAWINGS. SEE SPECS SEE ALSO SECTION B/A-7. POST AT EACH END OF WALL ANCHORS TO 2X12 FLOOR JOISTS. ON SHEET A-4. CEILING. G O PAINTED ACC TREATED ROUGH SAWN PLYWOOD SEE SECTION B/A-7. CLOSE ENDS OF WALL WITH HARDIE TRIM. DECORATIVE (NON-FUNCTIONAL) GABLE END LOUVER. 3 4X12 PT WOOD FLOOR SUPPORT BEAM. SEE STRUCTURAL DRAWINGS O was" O.C. GROOVES. ATTACH TO TRUSSES PER STRUCTURAL 15 1X1 PT VERTICAL STRIPS (UNPAINTED) ATTACHED TO ALL 12" DIAMETER PROVIDE 1X4 VERTICAL HARDIE TRIM AT ALL 4 OUTSIDE CORNERS. 27 SEE 2/A-9 DRAWINGS. INSTALL PAINTED 1X2 BATTENS USING STAINLESS O PILES TO HEIGHTS SHOWN. INSTALL WITH 6d STAINLESS STEEL FINISH ALL SURFACES TO BE PAINTED. SEE SHEET A-4 FOR SIDING AND STEEL FINISH NAILS OVER ALL JOINTS AND NAIL LINES. WILL NAILS 12" O.C. PAINT SPECS. 4 2X12 PT WOOD JOISTS. SEE STRUCTURAL DRAWINGS @ RESULT IN A 2'X4' GRID. NOTE: HOLD TOP OF 12" PILES1x4 HARDIE TRIM BASE ALL SIDES. INSTALL IN FULL BED OF SEALANT. 2H SE 1 G NEW 2X10 FRAMING. SEE STRUCTURAL DRAWINGS 3" CONCRETE SLAB OVER 2X6" PT WOOD DECKING. SEE STRUCTURAL DOWN TO ALLOW SHEATHING TO PASS THROUGH. EDGE OF CONCRETE SLAB. SEE DETAIL 3/A-9. 21 PROVIDE HARDIE'Z' FLASHING AT TOP OF BASE. SEE SHEET A-4 DRAWINGS. SEE PAINT SPECS, SHEET A-4. FOR SPECS. GUARDRAIL @42" AFF. 4X4 WOOD POSTS ATTACH TO DOUBLE NEW 2X6 PT WOOD DECKING OVER NEW 2X8 PT WOOD JOISTS 1 O PAINTED 1X2 PT WOOD TRIM 17 2X12 WOOD FLOOR JOISTS. SEE SECTION B/A-7. NOTE: THESE 22 1x2 HARDIE TRIM THIS SIDE ONLY. SEAL AT FULL PERIMETER. OVER NEW 2X10 PT WOOD FRAMING TO CREATE NEW RAMP. GUARDRAILS HAVE 2X6 VERTICAL RAILS INSTEAD OF 2X8'S SHOWN SEE SECTION C/A -8 AND STRUCTURAL DRAWINGS IN DETAIL 4/A-9. TYPICAL FOR GUARDRAIL AT ALL 4 SIDES OF 11 LIGHT FIXTURE. SEE SHEET A-3 1 PUBLIC AREA 23 2X8 PAINTED PT WOOD WALL CAP. SEAL AT FULL PERIMETER. 5-V CRIMP METAL ROOFING SYSTEM OVER PEEL & STICK BASE 1$ ALUMINUM GATE WITH ADA LATCH. SEE A-1 FLOOR PLAN AND 12 SECONDARY ROOFING MEMBRANE OVER STRUCTURAL GRADE SPECS ON SHEET A-4.24 HI -LOW WATER FOUNTIAN. SEE SHEET A-3. PLYWOOD, SEE STRUCTURAL DRAWINGS FOR PLYWOOD. SEE O' 1' 3' 6' 10, SHEET A-4 FOR ROOFING SPECS. SCALE: 1/2" =1' REVISIONS: 11-11-14 /1 REVIEW COMMENTS cri 0 0 Z Z — p Z Q p J � J Q Z Q m 5 w U W W L) Q ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/2" =1' SHEET NO: A=7 OF 9 SHEETS U r N }1 ti 1` I` tf)05� O U0') N , U NMN L co ao cB o .� O .110.0 ^ U U��� M O 4 - co) 4) a, :� — -00 0 Lo U cri 0 0 Z Z — p Z Q p J � J Q Z Q m 5 w U W W L) Q ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 1/2" =1' SHEET NO: A=7 OF 9 SHEETS N CO M � / 30'-2" �00, 11i 5'-101/2" 100 , 5'-101/7" . 5'-101/2" 5'-9" FACE OF 4"X12" I ) O O WOOD BEAM `/ 1$ I FACE OF X12" WOOD BEAM BELOW BELOW RETURN 2 2 HANDRAIL TO POST J Ll Ll I I I I LiLli-LL-i I I I I "7M IN SECTION AT HDCP RAMP1000,==�,a,`"`� 10 oe ieJ' RIDGE CUPOLA MOUNTING DETAILF THIS DETAIL HAS BEEN PROVIDE BY THE CUPOLA MANUFACTURER SPECIFIED, A-8 AND SHOWS THE SCOPE OF WORK REQUIRED BY THE GENERAL CONTRACTOR IN PREPARATION OF THE CUPOLA INSTALLATION, INSTALLATION IS TO BE BY THE GENERAL CONTRACTOR. SEE SHEET A-6 FOR A DETAIL OF THE TRIPLE 2X WOOD BLOCKING AND WATERPROOFING. / 23'-5" EXISTING RAMP — — — — — — — — — — — ! -i 4 — _ _ — — — — _ — — — --------------------------- ___ _---_ _ — — -- --_--_ — 5(""' k1 X1 &_ 6 ! O 5 7z`llul 5 ) 5 _�. EXISTING CONDITIONS AT HDCP RAMP -8 nw� 16 41-0'1 14 9 XIIX�IXIIXf •� I I 12 I 11 10 8_�x i � O RAMP DETAIL D O12" DIAMETER PILE 2 42" HIGH GUARDRAIL. SEE SECTION B/A-7. GUARDRAIL SLOPES WITH CONCRETE FLOOR OF BUILDING. THE 4X4 PT WOOD POSTS ATTACH TO THE FACE OF THE DOUBLE 2X12 FLOOR JOISTS BELOW. O42" HIGH GUARDRAIL INSTALLED AT AREA OF EXISTING WOOD DOCK. TH E 4X4 PT WOOD POST ATTACH ES TO TH E FACE OF THE EXISTING WOOD JOIST BELOW 4 EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN. TYPICAL SYMBOL - SHOWN WITH SOLID FADED LINE OEXISTING 6" DIAMETER WOOD PILE TO REMAIN EXISTING DECKING AND/OR WOOD FRAMING TO BE REMOVED. TYPICAL SYMBOL -SHOWN WITH DASHED FADED LINE. 4'-0" J. 10'-8" A RAMP DETAIL 0 KEYED NOTES AL. ARCH. <'S BY C.I. (ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING) 1 O NEW 2X6 PT DECKING OVER NEW 2x8 PT JOISTS AND 2X10 PT FRAMING. SEE STRUCTURAL DRAWINGS. THRU BOLTS AS REQ'D. RIPPED 2X12'S @ 16" O.C. SEE STRUCTURAL DRAWINGS �N.—.0 N M 04 BY C.I. 00 M VO FOR ATTACHMENT TO JOISTS BELOW „ 9 1— STEEPLE/CUPOLA TOWER LEG <'S BY C.I. S — 'r — — — EDGE OF CONCRETE BUILDING SLAB V F— _ 2X6 PT DECKING. SEE STRUCTURAL DRAWINGS FOR TYPICAL U) N C7 Q EDGE OF CONCRETE BUILDING SLAB BACK FLUSH z ATTACHMENT METHOD OHOLD 9 WITH WOOD DECKING BELOW ALONG RAMP AREA SO RAMP BUTTS FLUSH TO BUILDING. SLAB EDGE PROJECTS 1 112"15 ELSEWHERE. SEE DETAIL 3/A-9. Z W RUN DECKING PARALLEL WITH SLOPE HERE I II 2X10 PT WOOD JOISTS @ 16" O.C.. SEE STRUCTURAL DRAWINGS 16 a 1 1 8 1 4X12 WOOD BEAM. SEE STRUCTURAL DRAWINGS 17 U m W Z z V U Z _ — a 2X WD. RAFTERS /TRUSSES m ¢ M AS REQ'D. BY G.C./OTHERS-SIZE p _ DETERMINED BY G.C./OTHERS Q mV5 �W � � — .�— AL. BASE <BYC.I. U O D _ _ TRIPLE 2X WD. BLOCKING W/A CONTINUOUS 2 X 6 FLAT UNDER- NEATH BY G.C./OTHERS- d - CORRECT BLOCKING LAYOUT — TO BE SHOWN ON STEEPLE/ T__ CUPOLA SHOP DRAWINGS IL G.C./OTHERS PROVIDE A _ WATERPROOF ROOF DECK AL. BASE <BYC.I. UNDER STEEPLE PRIOR TO INSTALLATION STEEPLE/CUPOLA TOWER LEG <'S BY C.I. PLAN @ BASE ANCHOR BOLTS AS REQ'D. SCALE: NONE NOTE: BY C.I. MIN. ANY PORTION OF AL. ARCH. < BY C.I. �-2" STEEPLEICUPOLA NOTE: EXCEEDING 11'-10" FLAT SEAM METAL OR TOP OF FINISHED RAISED DECK MUST BE 1/2" HIGHER TO BE MADE RE - RUBBER MEMBRANE ROOF THAN TOP OF STANDING SEAMS OR RIDGE CAP MOVABLE FOR UNDER STEEPLE / CUPOLA TRANSPORTATION BASE BY G.C./OTHERS G.C./OTHERS PROVIDE A2" MIN. FLASHING RAISED DECK UNDER STEEPLE / CUPOLA BASE W/ A WATERPROOF ROOF ON TOP NOTE: * O.S.M. BASE < BY C.I. (DIMENSION PENDING) AL. ARCH. <'S BY C.I. ALTERNATE ANCHOR DTL. FOR SLATE, CONCRETE TILE, ASBESTOS, WOOD, .4 OR STANDING SEAM METAL ROOFS AL. GUSSET STEEPLE/CUPOLA TOWER LEG OTHER THAN ASPHALTOR PLATE. BY C.I. <'S BY C.I. FIBERGLAS SHINGLE ROOFS. FIN. AL. BASE <BYC.I. G.C./OTHERS PROVIDE ADDED RIDGE REINFORCEMENTTO RAFTERS UNDER STEEPLE /CUPOLA TRIPLE 2X WD. BLOCKING W!A BASE AS REQ'D. CONTINUOUS 2 X 6 FLAT UNDER- / NEATH BY G.C./OTHERS ASPHALT OR FIBERGLASS SHINGLES OVER FELT, PLYWD. THRU BOLTS AS REQ'D. BY C.I. - DECK AND WD. RAFTERS OR SEAL AROUND BOLTS TRUSSES BY G.C./OTHERS 2X WD. RAFTERS/ TRUSSES AS REQ'D. BY G.C./OTHERS-SIZE \ DETERMINED BY G.C./OTHERS I� 12 * NOTES: STU. BACK-UP <'S BY C.I. _7PENDING ALL DIMENSIONS PENDING STEEPLE/ CUPOLA DESIGN SELECTED- TYP. ANCHOR DETAIL DATE: 12-1-2006 RECOMMENDED FOR STEEPLES/ CUPOLAS UP TO 40'-0"H. SCALE: NONE Campbellsville AREA UNDER STEEPLE/CUPOLA Industries Inc. TO BE MADE COMPLETELY WATER- TYPE "C-3" ANCHOR ' PROOF PRIOR TO I N STALLATTON P.O. Box 278 / 440 Taylor Blvd. Campbellsville, Ky 42718 CUPOLA MOUNTING DETAILF THIS DETAIL HAS BEEN PROVIDE BY THE CUPOLA MANUFACTURER SPECIFIED, A-8 AND SHOWS THE SCOPE OF WORK REQUIRED BY THE GENERAL CONTRACTOR IN PREPARATION OF THE CUPOLA INSTALLATION, INSTALLATION IS TO BE BY THE GENERAL CONTRACTOR. SEE SHEET A-6 FOR A DETAIL OF THE TRIPLE 2X WOOD BLOCKING AND WATERPROOFING. / 23'-5" EXISTING RAMP — — — — — — — — — — — ! -i 4 — _ _ — — — — _ — — — --------------------------- ___ _---_ _ — — -- --_--_ — 5(""' k1 X1 &_ 6 ! O 5 7z`llul 5 ) 5 _�. EXISTING CONDITIONS AT HDCP RAMP -8 nw� 16 41-0'1 14 9 XIIX�IXIIXf •� I I 12 I 11 10 8_�x i � O RAMP DETAIL D O12" DIAMETER PILE 2 42" HIGH GUARDRAIL. SEE SECTION B/A-7. GUARDRAIL SLOPES WITH CONCRETE FLOOR OF BUILDING. THE 4X4 PT WOOD POSTS ATTACH TO THE FACE OF THE DOUBLE 2X12 FLOOR JOISTS BELOW. O42" HIGH GUARDRAIL INSTALLED AT AREA OF EXISTING WOOD DOCK. TH E 4X4 PT WOOD POST ATTACH ES TO TH E FACE OF THE EXISTING WOOD JOIST BELOW 4 EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN. TYPICAL SYMBOL - SHOWN WITH SOLID FADED LINE OEXISTING 6" DIAMETER WOOD PILE TO REMAIN EXISTING DECKING AND/OR WOOD FRAMING TO BE REMOVED. TYPICAL SYMBOL -SHOWN WITH DASHED FADED LINE. 4'-0" J. 10'-8" A RAMP DETAIL 0 1 KEYED NOTES 1$ (ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING) 1 O NEW 2X6 PT DECKING OVER NEW 2x8 PT JOISTS AND 2X10 PT FRAMING. SEE STRUCTURAL DRAWINGS. S RIPPED 2X12'S @ 16" O.C. SEE STRUCTURAL DRAWINGS �N.—.0 N M 04 NOTE: DECKING TO BE INSTALLED WITHOUT ANY 00 M VO FOR ATTACHMENT TO JOISTS BELOW 1 g GAPS BETWEEN BOARDS ALONG LENGTH OF RAMP. S 2X8 PT ATTACHD TO ADJACENT JOIST ( � J EDGE OF CONCRETE BUILDING SLAB V F— _ 2X6 PT DECKING. SEE STRUCTURAL DRAWINGS FOR TYPICAL U) N C7 Q EDGE OF CONCRETE BUILDING SLAB BACK FLUSH 14 ATTACHMENT METHOD OHOLD 9 WITH WOOD DECKING BELOW ALONG RAMP AREA SO RAMP BUTTS FLUSH TO BUILDING. SLAB EDGE PROJECTS 1 112"15 ELSEWHERE. SEE DETAIL 3/A-9. RUN DECKING PARALLEL WITH SLOPE HERE 10 2X10 PT WOOD JOISTS @ 16" O.C.. SEE STRUCTURAL DRAWINGS 16 4X4 PT WHEEL GUARD. SEE STRUCTURAL DRAWINGS FOR ATTACHMENT 1 1 8 1 4X12 WOOD BEAM. SEE STRUCTURAL DRAWINGS 17 ALUMINUM GATE THRU-BOLTED TO EXISTING DOCK FRAMING BELOW. BOLTS TO BE 318" DIA. STAINLESS STEEL. SEE FLOOR PLAN, SHEET A-1 1 1 112" DIAMETER RAMP HANDRAIL AT 34" MIN. TO 38" MAX. 1$ ABOVE LINE OF FINISHED DECK. SEE DETAIL 5/A-9 FOR MORE INFORMATION. NOTE ti THAT HANDRAIL IS REQUIRED ON BOTH SIDES OF RAMP. SEE ALSO SECTION B/A-7. RAILING MUST toML0 O EXTEND 18" MINIMUM BEYOND BOTH ENDS OF RAMP AND �N.—.0 N M 04 RETURN BACK TO 4X4 POST AT TOP END AND 2X2 PICKETS AT 00 M VO BOTTOM. 1 g NEW 2X6 PT WOOD DECKING OVER EXISTING FRAMING 0' 1' 3' 6' 10, SCALE: 1/2" = 1' REVISIONS: 11-11-14 REVIEW COMMENTS UT �. ` (� N r }+ ti toML0 O U �N.—.0 N M 04 L 00 M VO ... O aF 03 U ���a y V F— _ O},mM_O U) N C7 Q - LO a) 0 LO ,-t > N U .c CL ARCHITECT SEAL l� DATE: 10-13-14 PROJECT NO: SCALE: 1/2" = 1' SHEET NO: OF 9 SHEETS T F7 - 10 .1,1/2" O31 5Q 24 )I 13 I 19 i 25 32 25 25 17 17 I I 26 � I I < 4 27 20 i i 28 ; 1 19 19 13 M M M M M + I op M 3Q M 1 ) 12 26 26 26 19 ! r M 3 0 ` < 12 _ zo �J 29 29 m ® 28 I N ( 14 2 30 -�-- - —I 18 21 17 -.---�J 3 2 k Q } - ---C GABLE END2 SLAB EDGE s GUARDRAIL 4 GUARDRAIL 5 GUARDRAIL 6 A-9 A-9 -9 STORAGE ,��, CLOSET � D 38 -4 5'-8" i V V V� 39 i 39 I ELEVATION 2"�, x V-11/2" e .� " 38 )IXII'x I BENCH 10 TWO REQUIRED. SEE CIVIL A-9 DRAWINGS FOR BENCHES REQUIRED ON SHORE 48 71-0" r 47 ;I 29 ) RAMP DETAIL ROOF EDGE 41 45 1 43 44 ROOF EDGE KEYED NOTES (ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING) O 12" DIAMETER PILEPAINTED JAMES HARDIE LAP SIDING OVER VAPOR BARRIER O ATTACH 112" HALF -ROUND TO TOP OF FORM BOARD TO S12 OVER 5/8" THICK 5 -PLY APA RATED PLYWOOD SHEATHING 23 CREATE DRIP ON UNDERSIDE OF SLAB EDGE OVER WOOD STUDS @ 16" O.C. INSTALL LAP SIDING 2 EXISTING 6" DIAMETER WOOD PILE TO REMAIN. CUT TOP AS IN STRICT CONFORMANCE WITH MIAMI-DADE NOTICE OF REQUIRED FOR NEW USE ACCEPTANCE (NOA) NO. 13-0311.07. (EXPIRES 511/17) INSTALL 24 USE BULLNOSE TROWEL ON FULL PERIMETER OF SLAB PLYWOOD PER STRUCTURAL DRAWINGS. SEE SHEET A-4 O 4X12 WOOD BEAM. SEE STRUCTURAL DRAWINGS FOR PAINT AND SIDING SPECS. 25 CONTINUOUS 2X8 PT HORIZONTAL. SEE STRUCTURAL DRAWINGS S SEAL SIDING TO BEAM, SOFFIT AND TO TRIM AT ENDS FOR ATTACHMENT 2X12 PT WOOD JOISTS. SEE STRUCTURAL DRAWINGS SEE SHEET A-4 FOR SPECS.. SEE SECTION B/A-7 FOR TRIMS. { 4 ) HARDIE LAP SIDING STARTER STRIP OVER HARDIE WRAP PRO 26 ATTACHMENT OSEE STRUCTURAL DRAWINGS. CONTINUOUS 2X8 PT. SEE STRUCTURAL DRAWINGS FOR 3" CONCRETE SLAB OVER 2x6 PT WOOD DECKING. 14' FLASHING STRIP OVER PREFINISHED WHITE ALUMINUM DRIP EDGE. 5 2X2 PICKETS @ 5 O.C. (MUST PROHIBIT THE PASSAGE OF A 3 112" HIGH X 8" WIDE RAISED CONCRETE CURB UNDERO 15 TYPICLAL SLAB EDGE AS SHOWN IN DETAIL 3, THIS SHEET 27 4" DIAMETER SPHERE.) SEE STRUCTURAL DRAWINGS CLOSET WALL ALL SIDES. (DO NOT EXTEND UNDER DOORS) BUT SLOPE TOP OF SLAB AWAY FROM CURB FOR ATTACHMENT SEE STRUCTURAL DRAWINGS FOR REINFORCING REQ'D. 16 SEE STRUCTURAL DRAWINGS FOR BLOCKING REQ'D. 28 4x4 PT WOOD POSTS FOR GUARDRAIL LOCATED AT EXISTING O 112" CDX PLYWOOD (UNPAINTED) OVER 2X6 PT STUD WALL FRAMING DECK TO REMAIN. ATTACH TO EXISTING FRAMING @ 16" O.C. ATTACH PLYWOOD PER STRUCTURAL DRAWINGS S 1X4 PAINTED HARDIE TRIM 29 EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN. O$ NOT USED TYPICAL SYMBOL - SHOWN WITH SOLID FADED LINE sNEW1X2 PAINTED PT TRIM 6" DIAMETER PILE ATTACHED TO EXISTING PILE. SEE O NOT USED O PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE STRUCTURAL 30 STRUCTURAL DRAWINGS 19 DRAWINGS FOR STRAPPING AND BRACING. 31 CUT TOP OF EXISTING PILE TO UNDERSIDE OF GUARDRAIL TOP 10 ROOF & OVERHANG TO BE AS SHOWN IN DETAIL 7, THIS SHEET. 20 DECORATIVE NON-FUNCTIONAL GABLE END LOUVER. PROVIDE 1 FLASHING AT TOP. FYPON 24x30 POLYURETHANE. (1 OF 2) O 1 112" DIAMETER PIPE HANDRAIL FOR RAMP. FOLLOW SLOPE CEILING TO BE PAINTED 19132" TREATED ROUGH SAWN PLYWOOD SOLD AT HOME DEPOT 32 OF RAMP AND EXTEND 18" MINIMUM HORIZONTALLY AT TOP AND 11 W/8" O.C. GROOVES. ATTACH TO TRUSSES PER STRUCTURAL BOTTOM OF RAMP RUN. RETURN ENDS TO ADJACENT POST, DRAWINGS. INSTALL PAINTED 1X2 BATTENS USING STAINLESS 21 2X4 PAINTED PT WOOD. SEE STRUCTURAL DRAWINGS PILE OR OTHER FRAMING. PROVIDE 1 1/2" CLEARANCE STEEL FINISH NAILS OVER ALL JOINTS AND NAIL LINES. WILL BETWEEN HANDRAIL AND ADJACENT FRAMING. PROVIDE RESULT IN A 2'X4' GRID. NOTE: HOLD TOP OF 12" PILES 22NOT USED STAINLESS STEEL SUPPORT BRACKET AT EACH POST / PILE. BRACKET TO PROVIDE 1 112" CLEARANCE AT UNDERSIDE OF SEE PAINT SPECS, SHEET A-4. DOWN TO ALLOW SHEATHING TO PASS THROUGH. HANDRAIL. SEE HANDRAIL PIPE SPECS, SHEET A-4 SE 27 ) M 35 34 N co 29 ) o > �-- GUARDRAIL OA -9 33 2X12 PT GUARDRAIL TOP 34 2X8 PT ATTACHED TO GUARDRAIL MEMBERS BEYOND. 35 2X8 GUARDRAIL MEMBER BEYOND 36 2X6 PT WOOD PERIMETER BAND 37 2X6 PT WOOD FRAMING @ 24" O.G. 3$ 2X6 PT SEAT DECKING @ 6" O.C. S 4X4 PT LEG 40 3" X 3" STAINLESS STEEL ANGLE ATTACHED TO FLOOR WITH 2" TAPCONS AND TO LEG WITH 2" #8 SS. SCREWS. INSTALL ON ONE LEG EACH END OF BENCH (OPPOSITE CORNERS) 41 5-V CRIMP ROOFING SYSTEM OVER PEEL & STICK SECONDARY ROOFING MEMBRANE OVER STRUCTURAL PLYWOOD. SEE SHEET A-4 FOR ROOFING SPECS. SEE STRUCTURAL DRAWINGS FOR PLYWOOD. SEE ELEVATIONS FOR ROOFING DETAILS. t}2 DRIP EDGE OVER 1X2PT. SEE A-4 FOR DRIP EDGE SPEC. 43 PAINTED PT 2X8 FASCIA OVER 2X6 PT SUB -FASCIA. SEE STRUCTURAL DRAWINGS FOR ATTACHMENTS 44 JAMES HARDIE PAINTED VENTED CEDARMILL SOFFIT PANEL MATERIAL. INSTALL PER MANUFACTURER'S NOA FOR PRESSURE REQUIREMENTS LISTED IN STRUCTURAL DRAWINGS. SEE SHEET A,4 FOR HARDIE SPECS. 45 2X6 PT BLOCKING FOR SOFFIT MATERIAL. SEE STRUCTURAL DRAWINGS FOR ATTACHMENT. 46 REMOVE EXISTING 2X6 DECKING THIS AREA. 47 NEW 2X6 PT DECKING OVER (3) RIPPED 2X8 JOISTS/STRINGERS Q$ NEW 2X6 PT DECKING RUNNING PARALLEL TO RAMP SLOPE. S INSERT NEW 2X6 & 2X8 FRAMING. ATTACH TO EXISTING 2X6 FRAMING WITH JOIST HANGERS EACH END S PT WOOD MISC. FRAMING 0' 6" 1' 2' 5' SCALE: 3/4" = 1'- 0" REVISIONS: 11-11-14 REVIEW COMMENTS U ti !E u`)"Lo o Eo UO) tV �-. U N M N Y coo X m :3 p N 0 a) O m M O (DL -0 Q If O U d)L� _ > N ti U 0 0 Z Z 0 3:Z9 a J co) J _9 Z am V W LV to = a ARCHITECT SEAL DATE: 10-13-14 PROJECT NO: SCALE: 3/4" = 1' SHEET NO: w" OF 9 SHEETS C STRUCTURAL DFSIGN CRITERIA D-1 CODES: FLORIDA BUILDING CODE, 2010 BUILDING D-2 DESIGN SUPERIMPOSED DEAD LOADS: ROOF 20 PSF DESIGN LIVE LOADS: FLOOR — FISH HOUSE (MANUFACTURING LIGHT) 125 PSF UNIFORM 2,000 LBS CONCENTRATED FLOOR — PUBLIC DECKS 100 PSF D-3 ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, Vasd: 124 MPH (3 SECOND GUST) RISK CATEGORY: II WIND EXPOSURE CATEGORY: D MEAN ROOF HEIGHT, H: 18.5 FT ROOF PITCH: 2:12, 5:12 OPEN BUILDING INTERNAL PRESSURE COEFFICIENT: GCpi = +/— 0.0 ASSUMPTIONS: A. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. B. ALL PRE—MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS C. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. D-4 SEISMIC: ZONE 0 D-5 FLOOD DESIGN DATA: 'AE' (ELEV 6,7,8) AND ZONE 'X' D-6 GEOTECHNICAL REPORT ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,000 PSF. IF CONDITIONS GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. 0-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON—COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. DEEP FOUNDATION DF -1 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: EXISTING AND NEW 6" DIA BUTT PILE: ALLOWABLE DOWN 3,500 LBS ULTIMATE DOWN 10,500 LBS ALLOWABLE UPLIFT 250 LBS ULTIMATE UPLIFT 750 LBS NEW 12" DIA BUTT PILE: ALLOWABLE DOWN 7,500 LBS ULTIMATE DOWN 22.500 LBS ALLOWABLE UPLIFT 1,000 LBS ULTIMATE UPLIFT 3,000 LBS DF -2 CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION, LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES. REINFORCED CONCRETE RC -1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318—LATEST EDITION. RC -2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. RC -3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: ALL OTHER CONCRETE 5000 PSI RC -5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS RC -6 USE REGULAR WEIGHT CONCRETE. RC -7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE SLABS 5'±l " ASTM #57 RC -8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK—UP DATA IS AVAILABLE: a) 5000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.40 MAXIMUM (NON—AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) RC -9 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS RC -10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE: a) INTENDED USAGE AND LOCATION FOR EACH TYPE b) MIX DESIGN FOR EACH TYPE c) CEMENT CONTENT IN POUNDS—PER—CUBIC YARD d) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD e) WATER CEMENT RATIO BY WEIGHT f) CEMENT TYPE AND MANUFACTURER g) SLUMP RANGE h) AIR CONTENT i) ADMIXTURE TYPE AND MANUFACTURER j) PERCENT ADMIXTURE BY WEIGHT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN 1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR RC -12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. RC -14 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. RC -18 ALL SLABS ON DECK SHALL REINFORCED WITH: SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2" TO 2" AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. RC -22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. RC -26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC -27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. RC -29 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. RC -31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. RC -32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER, WOOD TRUSSES WT -1 THIS SECTION DEFINES PRE—ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". WT -2 DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: APPLICABLE BUILDING CODE (SEE NOTE D-1). NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS." TRUSS PLATE INSTITUTE'S "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED ROOF TRUSSES." WT -3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -85", PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. WT -4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. WT -5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE LOADS. WT -6 MINIMUM DURATION OF LOAD FACTORS ROOF DL+LL+WL 1.33 ROOF DL+LL 1.25 WT -7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. WT -8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" (HIB -91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. WT -9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD = L/360 ROOF TOTAL LOAD = L/240 WT -10 SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. WT -11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c) ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC. d) REACTIVE FORCES AND THEIR LOCATIONS. e) BEARING TYPE AND MINIMUM BEARING LENGTH. f) DEFLECTIONS, SPAN AND REACTION. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. i) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. j) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" TRUSSES. k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. 1) BRACING: NOTE MINIMUM REQUIREMENTS WT -12 WT -12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON MIN (2) 16D AT EACH TRUSS. WT -13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. WT -14 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. WOOD WD -1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. WD -2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WD -3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WD -4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. WD -5 ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. WD -6 ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. WD -11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. WD -12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. WD -13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. WD -14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WD -15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. C) o- Q o nl �fl U Ln r7 cn cr Z U t 0 0 o c2 Cq a c W Z > V O W ~wt,UjQUpm3(Yw � O �W��Od JU�pw ~aQZw��aa~� �aS=�Ii�WZ3�i�- W \a33w(0N3w�a0/ bE 2 to U N to M -_J •� �? O W cn Q00 � =o Q � 00 ZoQ•- 0 W 0 O Z6ow W Z z go> N w Z 01 W <~ti J z0 Z0> JQ W Ca LL > WL, N J j Qo Z z` — N T V f ) r vj v` n, J Z Q O 0:� F_ Q U U ::D Li � U W V) CL V) Q � a � U� E- L) E - ENGINEER CERTIFICATION ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 [:]JODAH B. BITTLE FL. REG. NO. 57396 Wl� AM P. STODDARD FL RC NO 57605 DATE SHEET SIM PROJECT NO. 14-032 c Al C A Lol C 4'-0" TYP BLOCKING IF USED LOAD FRAMING DIAPRHAGM� BOUNDRIES CASE 1 c 193 ff ROOF SHEATHING FASTENING NOT TO SCALE ZONE 2 I I ZONE 1 ROOF- ZONE NOT TO SCALE ///] 2:12 PITCH D IAG RAM 3'-0" TYP to 2:12 AND 5:12 PITCH ROOF ROOF COMPONENTS AND CLADDING NET DESIGN WIND PRESSURES (ULTIMATE WINDSPEED) ZONE EFFECTIVE AREA (FT2) WIND PRESSURES (PSF) ROOF SHEATHING FASTENER SPACING INTERIOR POSITIVE ZONE 1 COMMON NAIL SIZE DIAPHRAGM OTHER PANEL FIELD 1 20.0 BLOCKING I -62.5 1 LENGTH & GAGE BOUNDARY EDGES 1 100.0 REQUIRED A 8d (2-1/2" X 0.135") DEFORMED SHANK 2-1/2" 4" 6" 20.0 I YES B 8d (2-1/2" X 0.135") DEFORMED SHANK 4" 6" 6" 100.0 I YES C 8d (2-1/2" X 0.135") DEFORMED SHANK 6" 6" 6" 20.0 YES D 8d (2-1/2" X 0.135") DEFORMED SHANK 6" 6" 6" 100.0 NO NOTES: 1. APA RATED SHEATHING PLYWOOD PER PS 1 (MIN 19/32") 5 -PLY SPAN RATED 32/16 2. MINIMUM 2" NOMINAL WIDTH OF FRAMING MEMBERS SOUTHERN PINE OR DOUGLAS FIR -LARCH AT ADJOINING PANELS & EDGES 3. PLYWOOD SHEATHING SHALL BE ARRANGED WITH THE LONG DIMENSION SET PERPENDICULAR TO THE TRUSSES SEE DIAGRAM CASE 1 ROOF SHEATHING FASTENING NOT TO SCALE ZONE 2 I I ZONE 1 ROOF- ZONE NOT TO SCALE ///] 2:12 PITCH D IAG RAM 3'-0" TYP to 2:12 AND 5:12 PITCH ROOF ROOF COMPONENTS AND CLADDING NET DESIGN WIND PRESSURES (ULTIMATE WINDSPEED) ZONE EFFECTIVE AREA (FT2) WIND PRESSURES (PSF) 20.0 INTERIOR POSITIVE SUCTION 1 10.0 40.5 -64.3 1 20.0 36.9 -62.5 1 50.0 32.2 -60.1 1 100.0 28.6 -58.3 2 10.0 40.5 -111.9 2 20.0 36.9 -102.9 2 50.0 32.2 -91.1 2 100.0 28.6 -82.1 3 10.0 40.5 -165.5 3 20.0 36.9 -154.7 3 50.0 32.2 -140.5 3 100.0 28.6 -129.8 NOTES: 1. ULTIMATE PRESSURES SHOWN ABOVE ARE CALCULATED USING Vult. TO CONVERT TO NOMINAL DESIGN PRESSURES, MULTIPLY BY 0.60. 2. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. 4. ZONE 2 LOCATED 3'-0" FROM EDGE OF ROOF AND EACH SIDE OF RIDGE AND HIP LINES. ZONE 3 LOCATED 3'-0" FROM ROOF CORNERS. WALL COMPONENTS AND CLADDING WIND PRESSURES (ULTIMATE WINDSPEED) ZONE EFFECTIVE AREA (FT2) INTERIOR 10.0 INTERIOR 20.0 INTERIOR 50.0 INTERIOR 100.0 END 10.0 END 20.0 END 50.0 END 100.0 WIND PRESSURES (PSF) POSITIVE SUCTION 70.2 -76.2 67.1 -73.0 62.9 -68.8 59.7 -65.7 70.2 -90.0 67.1 -87.7 62.9 -79.4 59.7 -73.0 NOTES: 1. ULTIMATE PRESSURES SHOWN ABOVE ARE CALCULATED USING Vult. TO CONVERT TO NOMINAL DESIGN PRESSURES, MULTIPLY BY 0.60. 2. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. 4. END ZONE LOCATED 3'-0" FROM EACH CORNER OF THE BUILDING. 5. WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE COMPONENTS AND CLADDING DESIGN PRESSURES. WINDOWS AND DOORS SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED IMPACT RESISTANT. v w U u N U v v z o a 1 (D flr w c s a o a c, c') o w�FWa zw� NraQz�pQ¢a~3 z�=Y��wwp-w Og <w OWS=S�wWZ3�� dwUU a�- cn> \�a33w�0 aoj . U Z E J Q0 N J to M a Q� c W Oo Z LL cn Q 00 ' �_� S00U%- zoa-- W 0 ca 0 200 Z r VJ zW N06 orn 2 0wo w Q C)LL- Cl) N L r Z O ti z _ti �Lo i< om M� LL W Qu>N coJ pr Z ZN ti ♦^ �3 r pZ(n Z 0 W Q V; � W ~ptn z I_,_, Ld Z 0�� CL p D 0 Q Z U U 3:: Q � W IN6/NEER, CERTIFICATION\ ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. N0. 57396 WLLIAM P STODDARD,, �L. ,:EG- 0. 57 ,. oic DATE SHEET 51.1 PROJECT NO. / \ 14-032 C SEE SHEET A-3 FOR (3) PILES TO BE EXTEND FOR MOUNTING LIGHT FIXTURES FW - (")o FF F - z z z z z z > w w w w dX N N N N x� X X X X X X - - - - --- Lw Lw 10'-0" MAX - 10'-o" (TYP) LEGEND EXTERIOR WOOD FRAME BEARING WALL ® 4x4 PT POST NEW MIN 12" DIA BUTT PILES NEW MIN 6" DIA BUTT PILES 0 NEW SHORT MIN 6" DIA BUTT PILE FASTENED C C C EXISTING BUTT PILE (6" TO 8" DIA) 2x8 PT JOISTS, MATCH EXIST SPACING CONTRACTOR TO VERIFY CONDITION, NOTIFY ENGINEER OF DETERIORATION OR DAMAGE WoWJ O m Q 2x10 PT BENT zdow rL (/ o> �arn "' N ,.�t w d' Z o W WO � � ~ti ti w Z0 = w wI II II II x L o?I aI�@ II II (I EX7ST7NC 2x8 PT JOISTS a a ZN 76" OC (TYP) � ti ti j x x x `'NI II II II II �__10'-0" MAX-- II CI II II LEGEND EXTERIOR WOOD FRAME BEARING WALL ® 4x4 PT POST NEW MIN 12" DIA BUTT PILES NEW MIN 6" DIA BUTT PILES 0 NEW SHORT MIN 6" DIA BUTT PILE FASTENED TO EXISTING PILE C EXISTING BUTT PILE (6" TO 8" DIA) Q CONTRACTOR TO VERIFY CONDITION, NOTIFY ENGINEER OF DETERIORATION OR DAMAGE C E7� 3. 1 �N� C S3. 1 O —� EXISTING WOOD DOCK TO REMAIN — 4x12 PT BEAM E/.', 3. 1 4x1:? PT BEAD! C> n � � - / 2xj0 P1 JOIS'"S ® MAX 16" C.:. -- ® C O �®o � tD x ;z Y _ E E Ix1 PT BE ,d 4K1 2 PT BEAM C; ISJ. 2 n 2x10 PT BENT �! C�___�_ 2> 10 11"T E ENT �-- — - 2x1L' PT JOISTS 0 MAX 12" OC D t� 4x1' P i BE 4M 4x1: P7 BE 4M _2-8 FT JCIST:, — — ® MAX 12' OC E; A,IS:,.2 (7YP, S' LI CE ,3EAM c10 PT BENT —_ A!;F'�EQ�If FD — — '.c12 PT 1015 fS � � M; ,X 12" CC S3.1 �F :ac10 PT BEN T x12 PT BE/ M -ZZ FT JP' IST'': �@ MAI,: 12' 0k 2x1_; P1 JOI;iTS ®NAX 12" DC 2x1 'i P` B 1 / 402 PT 3EAM 2 (10 ''T Bf:RT _2>3 P1 JOI! TS ~® MAX 12" DC_ 2),10 F T BE NT B/S3.2 EXISTING WOOD DOCK INDEPENDENT OF STRUCTURE 4x12 PI' BEAM CONCRETE CURB, SEE DETAIL EXISTING WOOD DOCK INDEPENDENT OF STRUCTURE m C w CUT (4) EXISTING TALL PILES FLUSH N WITH TOP OF DECK Q W �n 0 Z U- n � � - / 2xj0 P1 JOIS'"S ® MAX 16" C.:. -- ® C O �®o � tD x ;z Y _ E E Ix1 PT BE ,d 4K1 2 PT BEAM C; ISJ. 2 n 2x10 PT BENT �! C�___�_ 2> 10 11"T E ENT �-- — - 2x1L' PT JOISTS 0 MAX 12" OC D t� 4x1' P i BE 4M 4x1: P7 BE 4M _2-8 FT JCIST:, — — ® MAX 12' OC E; A,IS:,.2 (7YP, S' LI CE ,3EAM c10 PT BENT —_ A!;F'�EQ�If FD — — '.c12 PT 1015 fS � � M; ,X 12" CC S3.1 �F :ac10 PT BEN T x12 PT BE/ M -ZZ FT JP' IST'': �@ MAI,: 12' 0k 2x1_; P1 JOI;iTS ®NAX 12" DC 2x1 'i P` B 1 / 402 PT 3EAM 2 (10 ''T Bf:RT _2>3 P1 JOI! TS ~® MAX 12" DC_ 2),10 F T BE NT B/S3.2 EXISTING WOOD DOCK INDEPENDENT OF STRUCTURE 4x12 PI' BEAM CONCRETE CURB, SEE DETAIL EXISTING WOOD DOCK INDEPENDENT OF STRUCTURE m C w Q z J O � I I ;- �d o CL a d c W o O Ll q U U a aWio��F � p z >� pw SZUQOw}1=--NE �g �Wwa�zpzzW 3 zo�woowo�m wOw Uw W�-�C7w Kd \a33w0�3w�a�j U c:)0 N to N Q W �n 0 Z U- Q z J O � I I ;- �d o CL a d c W o O Ll q U U a aWio��F � p z >� pw SZUQOw}1=--NE �g �Wwa�zpzzW 3 zo�woowo�m wOw Uw W�-�C7w Kd \a33w0�3w�a�j U c:)0 N to N Q W �n Z U- Q Z 00 V WoWJ O m Q 0 zdow rL (/ o> �arn "' N ,.�t w d' Z o W WO � � ~ti ti Z0 _ �O.>< Z L) m LL W LLJ L '' 04 J j Qti ZN � ti ti e� 0.' � <C E -L W C� F --I '�FNGINEER CERRFICAT!%O ' ❑ JOSEPH W. SCHULKE FL. REG. N0. 47048 JODAH B. BITTLE F�. REG. NO. 57396 WjfLLIAM P. STODDA F. RLG N0. 57 5 t DAT,,Nn, v 24 SHEET S2.1 PROJECT NO. 14-032 O *7 SMV3 031nO3S0�u 0LL yNbr) ldOO s.d•M p�NN•`Mi/S dH01dO3°e3NJ M1nbN�awlwl sn oa�3uAapr/soro0a a3nll SI0lONa)o3as Nb,d_z�Q�l 3p •a0j ,,-p 3ab1n03X3 JN/lla33NIO ad 3 a3H OIHM 6cjp 3H� 3ab1SJ Mad Nd 096Z�aaulsuaSQs�o � bC11�,►p�� �ubIF 3 b1N3 1106 `Hp o� �p sg��0 0 :'ON pZ 311 <<101 .� �% 1 ' �N/NNS bZ1aoHlne _10���Nn78 y3n1 [ a�bJ"ft o���1�30 1 V bl pM la-u O„(, .1111 � �s �, ,kllo nH�s Nb3d ao o3� LU lif Y1 O U C] Qf O co 3 d CD Z W /) 5. 5. VAJU�' ` SArV-I,[ TVuf),Lo jj h W r1v Thi Y �I(WV� c l�I V ail cx o _� o v �zmz m� q W 4i W� 2W gW I" -N o L � Z M 0 ti �o COD Q o a �I 2x6 PT SUB -FASCIA CONTINUOUS 2x4 PT OUTRIGGERS ® 8" oC --��q J A o I/M) w 2X4 PT OUTRIGGERS m N 0 16" OC ^��� / v \ = V S3.3 0 0 FASTEN BEAM TO BEAM i? Q c W/ SIMPSON HUCQ41OSS w AND SIMPSON MSTAI8SS J ACROSS TOP OF BEAMS < 0 a 2x6 PT z � I x II SUB -FASCIA CONTINUOUS w 2x4 PT OUTRIGGERS 0 8" OCA G'ro SS. 5 CZ3 2X4 PT OUTRIGGERS 0 16" OC� w m U) c� } Y v W Q E s O O J = € a! d U V) � IrIc- z EL g m din � Y �3 Jx _ . GABLE END BRACING,___---_ II SEE DETAIL D/S3.3 ` 2x6 PT SUB-FASCIA---- CONTINUOUS UB-FASCIACONTINUOUS 2x4 PT OUTRIGGERS CS3.3 o 8" OC 2x6 PT SUB -FASCIA CONTINUOUS 2x6 PT SUB -FASCIA FASTEN EA TRUSS TO BEAM W/ SIMPSON H1OASS CONTINUOUS 2x4 PT OUTRIGGERS --® 8" OC 4x12 �f BEAM: L+�_j -4-1 A/W ( ) Qo w �v,N y m L' _ — o f'�S I €I €I I II i- cn = v om w w o CD '' 00 2X4 PT OUTRIGGERS z 0 a z� CSD 16" OC 0� I ., __ w= w ' f ¢ 0 I 0 v, z FASTEN BEAM TO BEAM Cn (I I a I I W/ SIMPSON HUCQ41OSS W = Q A AND SIMPSON MSTAI8SS � u- 3 ACROSS TOP OF BEAMS FASTEN EA TRLSS TO :AM W/,SIMPSOt H10ASi ' 4x12 T BEA` Fc! I 3 Ext PT� BE � M A/533 FAS N EP "R AST :AM W1 SIMF'SO HIIAS g W N H w 0 00 O (K} w O' m LLj w zZ zw wP Li a I .±30011 H -L-300i CS S� d� 93 t300,# ±3A I � PRE -FABRICATED CUPOLA, _CONTRACTOR TO COORDINATE WITH CUPOLA MANUFACTURER FOR MISC FRAMING I ((S NO2)3) x1O TI' ' I I e 412 BEAM — — —i`-- A S3.3 1 A/SU3 1= FASTEN EA TRUSS TO BEAM W/ SIMPSON H10ASS M M <CJ2 2x6 PT SUB -FASCIA CONTINUOUS 2x4 PT OUTRIGGERS ® 8" OC 2X4 PT OUTRIGGERS I —�0 16" 0C I ra w0 mIt ON 00 w Q c� J 0(n z aui -----.GABLE END BRACING, SEE DETAIL D/S3.3 2x6 PT /SUB -FASCIA CONTINUOUS I c/S ; -�,_2x4PT OUTRIGGERS 4 ®8"OC \� 2x6 PT SUB -FASCIA CONTINUOUS 0CIL� N r U � ur� r� - o S Q S \ U Q u) Q Lu ? U Q I) O O U u O waN�F � o ~ww o�U pm 3�C=j Q=&waaZ�~�= Nva QZWo�ad~3 zo=}oF-azo��w�5 �w o �KwF-W p�Zw�QC� �ii�=�wwwZ3�> woi=ww�-�c�w�a ,�d33 w,_3woa j U CID of J CM i Q:. Q� Q W O� Q) W Z 0CIL� N r U � ur� r� - o S Q S \ U Q u) Q Lu ? U Q I) O O U u O waN�F � o ~ww o�U pm 3�C=j Q=&waaZ�~�= Nva QZWo�ad~3 zo=}oF-azo��w�5 �w o �KwF-W p�Zw�QC� �ii�=�wwwZ3�> woi=ww�-�c�w�a ,�d33 w,_3woa j U CID of J CM i Q:. Q� Q W O� W Z Q ��U� Z Q Q W Lu O . o m< O Z�(LLIw N 0 0.) °6 2 =Wo W c� Q cn N (J r 0 W�>X m— ZQJQ Z 0 m LL LL W LU W �C)>N Jj ' Qo Z N U Lu E- L) E- R= in W 00 GINEER CERTIFICATOON []JOSEPH W. SCHULKL FL. REG- NO. 47048 ❑JODAH B. BITTLE FL. REG. N0. 57396 AILLIAM P. STODDARD L. R_ N0. 576 9 I } ? 2 4AM DA SHEET S2.3 PROJECT NO. 14-032 2x8 PT TOP RAIL 7'-0" - FASTENED W/ #10x3)!r 6" 6'-0" _ 6" SS WOOD SCREWS 2x6 PT DECKING FASTENED W/ (2) #10x3)2" SS DECK SCREWS AT EACH CROSSING \ 2x8 PT INSIDE TOP RAIL \\ FASTENED W 2x2 PT PICKET FASTENED AT ( SS WOOD SCREWSx3 " TOP AND BOTTOM W/ (1) #10x3" SS WOOD SCREWS 6" DIA PT BUTT PILES to 1 SPACING MAX 10'-0- 2x10 PT JOISTS AT 12" OC MAXG ( 2x10 PT SPLICE BLOCKS FASTENED W/ (4) #10x3" SS CENTERLINE OF PILE WOOD SCREWS TO EA JOIST FASTEN W/ (2) 3/4" DIA SS _ _THREADED ROD W/ HEAVY SS 311 } ® ® WASHERS EACH SIDE O 2x12 PT (SP NO2) BENTS FASTEN EA JOIST TO BENTf--- (1 EACH SIDE OF PILE) WITH SIMPSON H5 SS ® 2X PT BLOCKING BETWEEN 2x6 PT X -BRACING ONE EACH I -X-BRACING FASTENED W/ 5/8" SIDE (TYP EVERY OTHER BENT) SS THREADED ROD AND SS L .. WASHER (TYP EVERY OTHER ONE) o :. - FASTEN X -BRACE W/ 5/8" SS MHWL 0.69' NAVD ( ) ( ) .. TREADED ROD W/ SS WASHER (TYP EVERY OTHER ONE) MLWL (-)1.04' (NAVD) PILES MUST EXTEND THROUGH CAPROCK � 0.030" THICK HIGH DENSITY IF EXISTING AND A MIN OF AT LEAST 4'-0" INTO CLEAN SAND. CONTRACTOR POLYETHYLENE PILE WRAP MUST VERIFY CAPACITY OF PILE 3,500 LBS REQUIRED ALLOWABLE LOAD, ULTIMATE LOAD 10,500 LBS - A SCALE 1/2"=1'-0" EXISTING BUTT PILE VSPLICE 4x12 PT BEAM CUT EXISTING 2x6 PT DECKING FASTENED PILES FLUSH W/ W/ (2) #10x33" SS DECK SCREWS AT EACH TOP OF DECK SCCROSSING 200 PT JOISTS AT 16" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS EXISTING 402 PT BEAM FASTENED TO BUTT PILE, EA EXISTING BUTT PILE W/ (2) 3/4" SS THREADED RODS W/ HEAVY SS WASHERS EA SIDE MHWL (-)0.69' (NAVD) MLWL (-)1.04' (NAVD) E SCALE 1/2"=1'-0" i� 12" DIA PT BUTT PILE (BEYOND) 3" THICK 5,000 PSI EXTERIOR WOOD FRAME FIBERMESH REINFORCED BEARING WALL, SEE CONCRETE SLAB TYPICAL DETAIL " 2x6 PT DECKING FASTENED EXISTING _8 1 34" CURB W/ (2) #10x3)2" SS DECK DECKING SCREWS AT EACH CROSSING you 1..,._ Q. . ply....:. .::R.. , EXISTING - I 1 1 I ( I ( I I �I_ Il �� n) I tl rl d rl 1l r FLOOR JOISTS 2x12 PT JOISTS AT 12" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS I 4x12 PT BEAM II EXISTING BUTT PILE I II (BEYOND j MHWL (—)0.69' (NAVD) I MLWL (-)1.04' (NAVD) � J( J I II I L -]L- SCALE ]LSCALE 1/2"=V-0" '-0" 2x6 PT DECKING FASTENED W/ (2) #10x3X" SS DECK SCREWS AT EACH CROSSING I D 1-1 I, I, I, I, I l 1fil-n T1 2x10 PT JOISTS AT AT 16" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS 4x12 PT BEAM FASTENED TO EA BUTT PILE W/ (2) SIMPSON EXISTING OR NEW MTS20SS (1 EA OPP CORNERS) BUTT PILE MHWL (-)0.69' (NAVD) MLWL (-)1.04' (NAVD) F SCALE 1/2"=l'-0"` 2x2 PT PICKET FASTENED AT TOP AND BOTTOM W/ (1) #10x3" SS WOOD SCREWS ( 2x6 PT DECKING FASTENED CO W/ (2) #10x3)2" SS DECK ( ih SCREWS AT EACH CROSSING EXISTING DECKING 2x8 PT RIM JOIST FASTENED TO R 1 ° d EXISTING END OF JOISTS W/ (2) 16D FLOOR JOISTS 2x10 PT BENT FASTENED W/ (2) �., FASTEN NEW JOISTS I 3/4" DIA SS THREADED ROD W/ TO EXISTING JOISTS HEAVY SS WASHERS EACH SIDE t W/ MIN (6) 16D EXISTING BEN IS 6" DIA PT--- BUTT PILE 2x8 PT JOISTS, MATCH EXIST SPACING o } MHWL (-)0.69(NAVD) ...... MLWL (-)1.04' (NAVD) Iy \\/\\/Ip :::::: \\\/\\/\\/\\ PILES MUST EXTEND THROUGH CAPROCK IF EXISTING AND A MIN OF AT LEAST 4'-0" INTO CLEAN SAND. CONTRACTOR MUST VERIFY REQUIRED CAPACITY OF PILE. B SCALE 1/2"=1'-0" 12" DIA PT BUTT PILE (BEYOND)GI 2 6 PT DECKING FA 12" DIA PT BUTT PILE I I I I I } NO SPLICE 4x12 PT BEAM 12" DIA PT BUTT PILE (BEYOND) I I I I I I I I 2x6 PT DECKING FASTENED W/ (2) #10x3)" SS DECK SCREWS AT EACH CROSSING 2x12 PT RIM JOIST BETWEEN PILES FASTENED TO END OF JOISTS W/ (3) 16D 2x12 PT JOISTS AT 16" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS 4x12 PT BEAM I I I I I I MHWL (-)0.69' (NAVD) I I MLWL (-)1.04' (NAVD) ,\,\�, I I U� J I I C SCALE 1/2"=V-0" '-0" 3" THICK 5,000 PSI W/ (2) #10x3)2" SS DECK FIBERMESH REINFORCED SCREWS AT EACH CROSSING CONCRETE SLAB 4x4 PT WHEEL GUARD FASTENED W/ Y2"x6" SS 2x6 PT DECKING FASTENED LAG BOLTS 0 12" OC � ( SCREWS (REWW #1S ATT EACH SS DECK ( ( ACH CROSSING I 1 ADD'N 2x12 PT AT 4x4 PT WHEEL GUARD4 ' 1 II� II III I� IIIII�_d� �.d 2x12 PT JOISTS f'l rl r AT 12" OC MAX 2x10 PT JOISTS / AT 16" OC MAX FASTEN EA JOIST TO BEAM FASTEN EA JOIST WITH RIPPED 2x12 PT1 _\ WITH SIMPSON H5 SS SIMPSON H5 SS AT 16" OC MAX l 6" DIA PT BUTT FASTEN EA JOIST TO BEAM PILE (BEYOND) WITH SIMPSON H5 SS I II I I II I MHWL (-)0.69' (NAVD) I MLWL (-)1.04' (NAVD) I II I J v��� I II I 3" THICK 5,000 PSI FIBERMESH REINFORCED CONCRETE SLAB 2x6 PT DECKING FASTENED W/ (2) #100)" SS DECK SCREWS AT EACH CROSSING p" 2x12 PT JOISTS AT 12" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS 4x12 PT BEAM FASTENED TO EA BUTT PILE W/ (2) EXISTING SIMPSON MTS20SS BUTT PILE G SCALE 1/2"=1'-0" H SCALE 1/2"=1'-0" 12" DIA PT BUTT PILE (BEYOND) 3" THICK 5,000 PSI FIBERMESH REINFORCED CONCRETE SLAB 2x6 PT DECKING FASTENED W/ (2) #10x332" SS DECK SCREWS AT EACH CROSSING EXISTING I �_ 2x12 PT JOISTS DECKING AT 12 OC MAX 4x12 PT BEAM EXISTING FLOOR JOISTS FASTEN EA JOIST TO BEAM EXISTING BENT " A PT BUTT WITH SIMPSON H5 SS J) PILE I(BEYOND) EXISTING _--- II BUTT PILE MHWL (-)0.69' (NAVD) I I II MLWL (-)1.04' (NAVD) I I LlI I L SCALE 1/2"=1'-0" 2x8 PT TOP RAIL FASTENED W/ #100)j" SS WOOD SCREWS 2x6 PT TOP RAIL FASTENED W/ #10x3)" MHWL (-)0.69' (NAVD) MLWL (-)1.04' (NAVD) 12" DIA PT`_ 2x6 PT DECKING FASTENED BUTT PILE " W/ (2) #10x3 SS DECK SCREWS AT EACH CROSSING �11'' T-tl-.11" If - COUNTERSINK "-IIf- COUNTERSINK 2x10 PT JOISTS FOR NUT AND----�� AT 16" OC MAX WASHER �_ FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS 4x12 PT BEAM FASTENED TO EA BUTT PILE W/ (2) 3/4" SS THREADED RODS W/ HEAVY L SS WASHERS EA SIDE o MHWL (-)0.69' (NAVD) 111MLWL (-)1.04' (NAVD) - /\\/\\/\\/\ ............... PILES MUST EXTEND THROUGH CAPROCK IF EXISTING AND A MIN OF AT LEAST 6'-0" INTO CLEAN SAND. CONTRACTOR MUST VERIFY REQUIRED CAPACITY OF PILE. D SCALE 1/2"=V-0" '-0" I 12" DIA PT BUTT I I PILE (BEYOND) ----J 3" THICK 5,000 PSI FIBERMESH REINFORCED CONCRETE SLAB EXISTING 2x6 PT DECKING FASTENED DECKING W/ (2) #10x3)2" SS DECK SCREWS AT EACH CROSSING EXISTING ' FLOOR JOISTS 9 2x12 PT JOISTS AT 12" OC MAX FASTEN EA JOIST TO BEAM WITH SIMPSON H5 SS —FASTEN 4x12 PT BEAM TO TOP �) OF BUTT PILE W/ (2) SIMPSON > MTS20SS (1 EA OPP CORNERS) EXISTING BUTT PILE. I MHWL (-)0.69' (NAVD) I MLWL (-)1.04' (NAVD) I I J SCALE 1/2"=V-0" '-0" SSS WOOD SCREWS 2x8 PT TOP RAIL CUT EXISTING PILES 4'-8" FASTENED W/ #10x3X" 3'-6" ABOVE DECK 2x6 PT DECKING FASTENED �x8 PT INSIDE TOP RAIL SS WOOD SCREWS W/ (2) #10x3)2" SS DECK 14ASTENE6 W/ #10x3)¢" SCREWS AT EACH CROSSING SS WOODI SCREWS 2x8 PT INSIDE TOP RAIL F' x8 PT INSIDE TOP RAIL ASTENED W/ #10x332" FASTENED W " 2x2 PT PICKET FASTENED AT �S WOOD SCREWS SS WOOD SCREWS TOP AND BOTTOM W/ #100SS WOOD SCREWSi 2x2 PT PICKET FASTENED AT i 3" THICK 5,000 PSI TOP AND BOTTOM W/ (1) Po 2x8 PT JOISTS �44 PT POST FIBERMESH REINFORCED #100" SS WOOD SCREWS�\� AT 12" OC MAX CONCRETE SLAB CENTERLINE OF PILE I I i I I SHORT 6" DIA PT_ ( I BUTT PILES-- ' i 2x6 PT DECKING FASTENED 3 FASTEN W/ (2) 3/4" DIA SS I1 W/ (2) #10x3X" SS DECK THREADED ROD W/ HEAVY0 2 © 4x12 PT BEAM SCREWS AT EACH CROSSING SS WASHERS EACH SIDE 3- - - 00 lN2x10 PT (SP FASTEN EA JOIST TO BENT 1 WITH SIMPSON H5 SS NVN02) BENTS 00 (1 EACH SIDE FASTEM POST TO EXISTING FASTEN PILE TO EXISTING OF PILE) 3 "�—PILE W/ (3) 3/4" DIA SS PILE W/ (3) 3/4" DIA SS THREADED ROD W/ HEAVY THREADED ROD W/ HEAVY EXISTING MHWL (-)0.69' (NAVD) SS WAPHERS EACH SIDE SS WASHERS EACH SIDE BUTT PILE I I MLWL (-)1.04' (NAVD) � I Ll I I M SCALE 1/2"=V-0" '-0" 2x6 PT TOP RAIL FASTENED W/ #10x3)2" SS WOOD SCREWS 2x8 PT \—FASTENEDSW/ # 0x3)1."IDE TOP IL SS WOOD SCREWS I �� 4x4 PT POST EXISTING DECKING I I I EXISTING BENT N EXISTING, � — EXISTING FLOOR JOISTS STING qPILETWN POST T0"EXISTING SS BUTT PILE 1, 32 THREADED ROD W/ HEAVY MHWL (-)0.69' (NAVD) SS WASHERS EACH SIDE MLWL (-)1.04' (NAVD) Ll Ll N SCALE 1/2"=1'-0" v o - Q o � w 0 o CL El- cn z Y 0 0 0 U) C- w p 12 'o H r o c7�w ZOS}OH���mH �a�=wowwz3-D o\a33w�N3w�ao% Z U� U j (N i J Q a0i c o•�, W O ry o QCID=0 �00Q Q Z 0 Q - 0 W0Lu 0 mQ 0 2002 Lu !- Zow UN Oi 06 20NO� �v �0Luo W Q �~ J Li co Z 0 ti Z�-jQ M �L)mILL W �0�04 ti J Qo zN r ) UT V // C� Z 0 U w V) (f) (%•i 0 U Q� W � ENGINEER CERTIFICATION ❑ JOSEPH W_ SCHULKE FL. REG. N0. 47048 ❑ JODAH B. BITTLF FL. REG. NO, 57396 WILLIAM, P. STODDARD FL- R, NC. 576 ,A 242 SHEET S3.1 PROJECT NO. 14-032 W 0 v o - Q o � w 0 o CL El- cn z Y 0 0 0 U) C- w p 12 'o H r o c7�w ZOS}OH���mH �a�=wowwz3-D o\a33w�N3w�ao% Z U� U j (N i J Q a0i c o•�, W O ry o QCID=0 �00Q Q Z 0 Q - 0 W0Lu 0 mQ 0 2002 Lu !- Zow UN Oi 06 20NO� �v �0Luo W Q �~ J Li co Z 0 ti Z�-jQ M �L)mILL W �0�04 ti J Qo zN r ) UT V // C� Z 0 U w V) (f) (%•i 0 U Q� W � ENGINEER CERTIFICATION ❑ JOSEPH W_ SCHULKE FL. REG. N0. 47048 ❑ JODAH B. BITTLF FL. REG. NO, 57396 WILLIAM, P. STODDARD FL- R, NC. 576 ,A 242 SHEET S3.1 PROJECT NO. 14-032 i 3" THICK 5,000 PSI FIBERMESH REINFORCED CONCRETE SLAB 2x6 PT DECKING FASTENED W/ (2) #10x4" SS DECK SCREWS AT EACH CROSSING • � ` , , k.... •• I .. <.,. I. ; I . . _ I 2x12 PT JOISTS AT 12" OC MAX 4x12 PT BEAM 4x12 PT BEAM \ FASTEN EA JOIST TO BENT WITH SIMPSON H5 SS PROVIDE (2) SIMPSON� MSTA18SS ACROSS BEAM _ FASTEN EA BEAM TO BUTT SPLICE (1 EA FACE) PILE W/ (2) SIMPSON MTS20SS EXISTING (1 EA OPP CORNERS) BUTT PILE-� A SCALE 1/2"=l' -O" MHWL (-)0.69' (NAVD) MLWL (-)1.04' (NAVD) 12" DIA 3" THICK 5,000 PSI BUTT PILE— FIBERMESH REINFORCED CONCRETE SLAB S TING 2x6 PT DECKING FASTENED DEI CKING W/ (2) #10x4" SS DECK SCREWS AT EACH CROSSING EXISTING 2x12 PT JOISTS FLOOR JOISTS (BEYOND) _ _ — 4x12 PT BEAM FASTENED TO \ 3 EA BUTT PILE W/ (2) 3/4" i SS THREADED RODS W/ HEAVY SS WASHERS EA SIDE J MHWL (-)0.69' (NAVD) MLWL (-)1.04' (NAVD) ... i PILES MUST EXTEND THROUGH CAPROCK IF EXISTING AND A MIN OF AT LEAST 6'-0" INTO CLEAN SAND. CONTRACTOR MUST VERIFY REQUIRED CAPACITY OF PILE. B SCALE 1/2"=l' -O" 12" DIA 3" THICK 5,000 PSI BUTT PILE �� FIBERMESH REINFORCED CONCRETE SLAB 2x6 PT DECKING FASTENED W/ (2) #10x4" SS DECK 2x6 PT DECKING FASTENED SCREWS AT EACH CROSSING W/ (2) #10x4" SS DECK 10" STEP SCREWS AT EACH CROSSING 2x12 PT JOISTS (BEYOND) 2x12 PT JOISTS — ------- (BEYOND)— — L— i 4x12 PT BEAM FASTENED TO EA BUTT PILE W/ (2) 3/4" SS THREADED RODS W/ HEAVY SS WASHERS EA SIDE 0 MHWL (-)0.69' (NAVD) :: MLWL (-)1.04 NAVD PILES MUST EXTEND THROUGH CAPROCK IF EXISTING AND A MIN OF AT LEAST 6'-0" INTO CLEAN SAND. CONTRACTOR MUST VERIFY REQUIRED CAPACITY OF PILE. C SCALE 1/2"=1'-0" FASTEN EA STUD TO TOP PLATE W/ (2) 2x6 PT SIMPSON SPH6Z� TOP PLATE FASTEN CRIPPLE STUDS TO HEADER W/ SIMPSON MSTA12SS 111 III II JOINTS AT TOP PLATES �J SHALL HAVE A MIN 4 FT LL IIJJ LAP SPLICE AND BE J HEADER SEE PLAN FASTENED WITH A MIN OF (20) 16D NAILS 1%2" APA RATED CDX PLYWOOD -\ FASTEN HEADER TO SHEATHING FASTENED W/ 8D STUDS W/ SIMPSON RING SHANK ® 6" OC EDGE MSTA24SS EA SIDE AND 6" OC FIELD j''_ HEADER SPAN PROVIDE BLOCKING, SEE DETAIL MAX SPACING 4'-0" PT WALL STUD -// HEADER STUD I I I 2x6 PT (SP NO2) WALL STUDS @ 16" OC, UNLESS FASTEN EA STUD TO NOTED OTHERWISE ON PLAN 2x6 PT SILL PLATE BOTTOM PLATE W/ SIMPSON SPH6Z a a�R s d I 3/4" SS OR HDG THREADED SEE SECTION FOR CONCRETE SLAB AND FRAMING ROD @ 24" OC W/ HEAVY SS WASHERS EA SIDE D EXTERIOR WOOD FRAME BEARING WALL SCALE NTS U r v W 0 n w o � <� 4 r w Z 0 0 ZC'J�w pw}HNA U — rwWQc�am3�w = w z = Q�a�z�o�aaF-3 �W wa�spzZ Wo zap>�awpwm�g w ��w��o�zwJQ paH=w�wwz3umii wUU dk— a33w�N3w�a� U Zt oE M i c L O u- Q 00 o= o 00 010 z0Q-- W 0 M o z 0W �o> CD Q N �O m ,.�c w 20 W Wo gD J N 0 W jQZ Q J M � m LL Z L'i Lu W Qc) > 04 N �� j Qo _ zN lidff ti �Lu r � \ � V/~ V Z O U LL] GO V) 0 O ry U :2101a �E- L) x� w INGINEER CERTIFIC 4Tl []JOSEPH W. SCHULKE FL. REG. N0. 47048 ❑JODAH B. BITTLE „FL.; REG. N0. 57396 WI 71AM P. SXDA Q F - RENO >0 24 amlir DATE: SHEET S3.2 PROJECT NO - 14 -032 . SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 FASTEN EA TRUSS 5 I PRE-ENGINEERED ROOF TRUSSES TO BEAM W/ IA -A (DESIGNED BY OTHERS) SIMPSON H10ASS 2X PT BLOCKING AT 2X PT BLOCKING ALL PANEL JOINTS BETWEEN TRUSSES 2x6 PT ✓ 1%2" CDX APA RATED PLYWOOD SUB -FASCIA SHEATHING FASTENED W/ 10D CONTINUOUS RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD 3"� �3" SOFFIT BY - - - - OTHERS HOLD TOP OF PILE DOWN 3/4" TO ALLOW 5" 4x12 PT BEAM FOR SHEATHING 4x12 PT BEAM 4 12 PT BEAM NOTCH PILE MAX 2" FASTEN EA BEAM TO ACCEPT BEAM TO PILE W/ SIMPSON MTS20SS _ x,_12" DIA PT BUTT PILE A SCALE 3/4"=1'-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING - REQUIREMENTS 2x4 PT BLOCKING BETWEEN TRUSSES FASTEN W/ SIMPSON LUS24Z \ 2x6 PT SUB -FASCIA __N� CONTINUOUS - FASTEN EA OUTRIGGER TO GABLE END TRUSS_/ W/ SIMPSON H10ASS 2x4 PT STRONG BACK FASTENED TO EA VERTICAL WEB OF GABLE END TRUSS W/ 16D ® 6" OC GABLE END TRUSS FASTEN 2x4 PT LATERAL BRACING TO GABLE TRUSS - - WEB W/ 16 GA STRAP I 1 (SEE PLAN VIEW) i EQ- EQ- FASTEN Q- x EQ I II FASTEN EA BEAM TO PILE - FASTEN EA BEAM W/ (2) 3/4" DIA SS -�_TO PILE W/ THREADED RODS W/ HEAVY SIMPSON MTS20SS SS WASHERS EACH SIDE - -' SPLICE BEAMS AT `_ BUTT IPI ET CENTER OF PILE SECTION A -A 2x4 PT OUTRIGGERS 0 24" OC 2X PT BLOCKING AT RIDGE FASTEN OUTRIGGER AND AT ALL SHEATHING TO TRUSS W/ LUS24Z JOINTS (48" OC) LENGTH FROM KICKER TO KICKER �.5..I... \APPROX 45- PROVIDE 2x4 PT BLOCKING BETWEEN TRUSS WEB AND 2x4 KICKER. FASTEN KICKER TO BLOCKING W/ (2) 16D AND (1) SIMPSON H2.5ASS CLIP 2x4 PT KICKER 48" OC FROM TOP OF GABLE WEB TO 2x4 BOTTOM CHORD LATERAL BRACING FASTEN KICKER TO CONT 2x4 PT LATERAL BRACING W/ (2) 16D AND (1) SIMPSON t H2.5ASS CLIP (TYPICAL) . . . FASTEN GABLE END TRUSS TO BEAM W/ SIMPSON-,---, CONT 2x4 PT LATERAL HGA10KTHDG ® 24" OC BRACING FASTENED W/ (2) 2x4 PT BLOCKING BETWEEN 16D NAILS TO THE BOTTOM 1%2" CDX APA RATED PLYWOOD PILES FASTENED TO BEAM CHORD OF EA TRUSS SHEATHING FASTENED W/ 10D RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD 4x12 PT BEAM 7 W/ 16D ® 12" OC * ALL ADDITIONAL LATERAL BRACING SPECIFIED BY TRUSS MANUF SHALL BE INSTALLED IN ADDITION TO THE BRACING DEPICTED ON THIS DETAIL D SCALE 3/4"=1'-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 2x4 PT BLOCKING 2x4 PT OUTRIGGERS BETWEEN TRUSSES 24" OC FASTEN OUTRIGGER FASTEN W/ TO TRUSS W/ LUS24Z SIMPSON LUS24Z 2x6 PT� \ SUB -FASCIA CONTINUOUS - FASTEN EA OUTRIGGER TO GABLE END TRUSS---// W/ SIMPSON H10ASS GABLE END TRUSS FASTEN GABLE END TRUSS TO BEAM W/ SIMPSON HGA10KTHDG 0 24" OC 1%2" CDX APA RATED PLYWOOD SHEATHING FASTENED W/ 10D RING SHANK NAILS 0 6" OC EDGE, 6" OC FIELD 52x4 PT BLOCKING BETWEEN PILES FASTENED TO BEAM W/ 16D 0 12" OC 4x12 PT BEAM SCALE 3/4"=1'-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 5 FASTEN EA TRUSS TO BLOCKING W/ SIMPSON H2.5ASS FASTEN EA TRUSS 5 PRE-ENGINEERED ROOF TRUSSES TO BEAM W/ ( (DESIGNED BY OTHERS) SIMPSON H10ASS 2X PT BLOCKING AT 2X PT BLOCKING ALL PANEL JOINTS BETWEEN TRUSSES 2x6 PT /� �2X PT BLOCKING CDX APA RATED PLYWOOD SUB -FASCIA I SHEATHING FASTENED W/ 10D CONTINUOUS _ RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD SOFFIT BY OTHERS FASTEN BEAM TO TOP OF 4x12 PT BEAM WALL W/ SIMPSON HGA10KTHDG 0 24" OC k`12" DIA BUTT EXTERIOR WOODPILE (BEYOND) FRAME BEARING WALL,_ SEE TYPICAL DETAIL E SCALE 3/4"=V-0" -0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 FASTEN EA TRUSS 5I PRE-ENGINEERED ROOF TRUSSES TO BEAM W/ (DESIGNED BY OTHERS) SIMPSON H10ASS 2X PT BLOCKING AT 2X PT BLOCKING ALL PANEL JOINTS BETWEEN TRUSSES 2x6 PT %2" CDX APA RATED PLYWOOD SUB -FASCIA SHEATHING FASTENED W/ 10D RING SHANK NAILS ® 6" OC CONTINUOUS EDGE, 6" OC FIELD SOFFIT BY OTHERS I 2x4 PT BLOCKING BETWEEN TRUSSES FASTENED TO 412 PT BEAMTI BEAM W/ 16D 0 12" OC -,12" DIA PT BUTT PILE (BEYOND) B SCALE 3/4"=l' -O" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) FASTEN EA TRUSS TO BLOCKING W/ SIMPSON H2.5ASS 2x4 PT BLOCKING BETWEEN 1%2" CDX APA RATED PLYWOOD TRUSSES FASTENED TO TOP SHEATHING FASTENED W/ 10D OR WALL W/ 16D ®12" OC RING SHANK NAILS 6" OC EDGE, 6" OC FIELD EXTERIOR WOOD FRAME BEARING WALL, SEE TYPICAL DETAIL H SCALE 3/4"=V-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS FASTEN EA TRUSS TO BEAM W/- SIMPSON H10ASS 2X PT BLOCKING BETWEEN TRUSSES SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 5 PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) lC " - 7 5" - - - 2x6 PT 7 -EQ 4x12 PT BEAM SUB -FASCIA 4 -EQ CONTINUOUSr SOFFIT BY OTHERS B -B 4" 412 PT BEAM w�FASTEN EA BEAM TO PILE W/ SIMPSON MTS20SS NOTCH PILE MAX 2" TO ACCEPT BEAM 21 FASTEN EA TRUSS TO BEAM W/ SIMPSON H10ASS 12 -�12" DIA PT BUTT PILE C SCALE 3/4"=V-0" -0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS SIMPSON MTS20SS 4x12 PT BEAM NOTCH POLE FOR NUT AND WASHER NOTCH PILE MAX 2" 12" DIA PT TO ACCEPT BEAMS BUTT PILE SIMPSON MTS20SS 7j„ \ / \ ,� L7"� 402 PT BEAM SECTION B -B 2x12 PT NAILER FASTENED W/ (3) 16D AT EA TRUSS CROSSING 1%2" CDX APA RATED PLYWOOD 2x4 PT BLOCKING BETWEEN 1%2" CDX APA RATED PLYWOOD TRUSSES FASTENED TO SHEATHING FASTENED W/ 10D SHEATHING FASTENED W/ 10D RING SHANK NAILS 0 6" OC BEAM W/ 16D CSA 12" OC RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD T EDGE, 6" OC FIELD 4x12 PT BEAM �12" DIA PT BUTT PILE (BEYOND) 12 _ - - 21 --_ - - PRE-ENGINEERED ROOF TRUSSES (BEYOND) 12 S► A -A �I G�-------- 1%2" CDX APA RATED PLYWOOD , \� 2x4 PT BLOCKING BETWEEN SHEATHING FASTENED W/ 10D TRUSSES FASTENED TO RING SHANK NAILS ® 6" OC \ BEAM W/ 16D ®12" OC EDGE, 6" OC FIELD FASTEN EA BEAM TO PILE W/ (2) 3/4" DIA SS 4x12 PT BEAM THREADED RODS W/ HEAVY SS WASHERS EACH SIDE 12" DIA PT__— BUTT PILE J SCALE 3/4"=V-0" F SCALE 3/4"=1 V-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 - - 21 __----- �- rT_- PRE-ENGINEERED ROOF TRUSSES (BEYOND) 12 5 Ir mo. . 666_ 4x12 PT BEAM _ �X 1 C -C 2x4 PT BLOCKING BETWEEN TRUSSES FASTENED TO SIMPSON HUCQ41OSS� BEAM W/ 16D ®12" OC FASTEN BEAMS TO PILE W/ 412 PT BEAM (2) 3/4" DIA SS THREADED RODS W/ HEAVY SS WASHERS EACH SIDE 12" DIA PT --- BUTT PILE K SCALE 3/4"=1 '-0" 402 PT BEAM--,,,, SIMPSON HUCQ41OSS SIMPSON MSTA18SS ACROSS TOP OF BEAMS (, 4x12 PT BEAM 12" DIA PT / SIMPSON MTS20SS BUTT PILE /\ NOTCH PIE MAX 2" TO ACCEPT BEAMS 6"� 4x12 PT BEAM SECTION C -C c F - w � cn N tP, CJ U1 0 0 f1 Q �: Q z Q 0 -T w Q n- �, T cn w Z } V =W F- e W wC7H W aw �wwQ�om'3�w K O Q= K w p a Z p~ O= N�aQzwo�Qa�3 zo=>O�wpwm Fg 4 U woloow�wz3vwii w Oisw W�-�(�W�d Ln 3: U of 0 U ■ 04 M i Q N J D G Q W O�LLL ch Z 00 0 Z00 10 CD< PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) lC " - 7 5" - - - 2x6 PT 7 -EQ 4x12 PT BEAM SUB -FASCIA 4 -EQ CONTINUOUSr SOFFIT BY OTHERS B -B 4" 412 PT BEAM w�FASTEN EA BEAM TO PILE W/ SIMPSON MTS20SS NOTCH PILE MAX 2" TO ACCEPT BEAM 21 FASTEN EA TRUSS TO BEAM W/ SIMPSON H10ASS 12 -�12" DIA PT BUTT PILE C SCALE 3/4"=V-0" -0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS SIMPSON MTS20SS 4x12 PT BEAM NOTCH POLE FOR NUT AND WASHER NOTCH PILE MAX 2" 12" DIA PT TO ACCEPT BEAMS BUTT PILE SIMPSON MTS20SS 7j„ \ / \ ,� L7"� 402 PT BEAM SECTION B -B 2x12 PT NAILER FASTENED W/ (3) 16D AT EA TRUSS CROSSING 1%2" CDX APA RATED PLYWOOD 2x4 PT BLOCKING BETWEEN 1%2" CDX APA RATED PLYWOOD TRUSSES FASTENED TO SHEATHING FASTENED W/ 10D SHEATHING FASTENED W/ 10D RING SHANK NAILS 0 6" OC BEAM W/ 16D CSA 12" OC RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD T EDGE, 6" OC FIELD 4x12 PT BEAM �12" DIA PT BUTT PILE (BEYOND) 12 _ - - 21 --_ - - PRE-ENGINEERED ROOF TRUSSES (BEYOND) 12 S► A -A �I G�-------- 1%2" CDX APA RATED PLYWOOD , \� 2x4 PT BLOCKING BETWEEN SHEATHING FASTENED W/ 10D TRUSSES FASTENED TO RING SHANK NAILS ® 6" OC \ BEAM W/ 16D ®12" OC EDGE, 6" OC FIELD FASTEN EA BEAM TO PILE W/ (2) 3/4" DIA SS 4x12 PT BEAM THREADED RODS W/ HEAVY SS WASHERS EACH SIDE 12" DIA PT__— BUTT PILE J SCALE 3/4"=V-0" F SCALE 3/4"=1 V-0" SEE SCHEDULE FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 - - 21 __----- �- rT_- PRE-ENGINEERED ROOF TRUSSES (BEYOND) 12 5 Ir mo. . 666_ 4x12 PT BEAM _ �X 1 C -C 2x4 PT BLOCKING BETWEEN TRUSSES FASTENED TO SIMPSON HUCQ41OSS� BEAM W/ 16D ®12" OC FASTEN BEAMS TO PILE W/ 412 PT BEAM (2) 3/4" DIA SS THREADED RODS W/ HEAVY SS WASHERS EACH SIDE 12" DIA PT --- BUTT PILE K SCALE 3/4"=1 '-0" 402 PT BEAM--,,,, SIMPSON HUCQ41OSS SIMPSON MSTA18SS ACROSS TOP OF BEAMS (, 4x12 PT BEAM 12" DIA PT / SIMPSON MTS20SS BUTT PILE /\ NOTCH PIE MAX 2" TO ACCEPT BEAMS 6"� 4x12 PT BEAM SECTION C -C c F - w � cn N tP, CJ U1 0 0 f1 Q �: Q z Q 0 -T w Q n- �, T cn w Z } V =W F- e W wC7H W aw �wwQ�om'3�w K O Q= K w p a Z p~ O= N�aQzwo�Qa�3 zo=>O�wpwm Fg 4 U woloow�wz3vwii w Oisw W�-�(�W�d Ln 3: U of 0 U ■ 04 M i Q N J D G Q W O�LLL ch Z 00 Z00 10 CD< 0 W 0 M O z�OW w rn �JJ �W O> CLNoM 0 Z 0 N W 1 WO J Q?ti UL�(nN z X co ZoJLL Z m W�� W QU >N .J � Q F- RE Z N � ti ti r H V) z O F_ U w LO V) O ry U cn U) E- E- cn - E-cn EN(IUVEER CERTIFICATION ❑JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE -FL. REG. N O. 57396 WILLIAM P.�STODDARD r' ' FL. R�E'G�NO 5760 f� DATE:'` SHEET 53.3 PROJECT N0. A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY 4"**N /000 LEGAL DESCRIPTION LEGAL PESCRIPTION FOR SUBMERGED LEASE AREA A PARCEL OF LAND LYING IN SEC77ON 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL OF LAND AS DESCRIBED IN COMMENCING AT A NAIL & DISK STAMPED WEIZ AT THE INTERSEC77ON OF THE NORTH LINE OF PARCEL OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PACE 596, PUBLIC RECORDS OF INDIAN INDIAN RIVER DRIVE, THENCE RUN S25*39'00"E, (BASIS OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED RIVER COVNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE LB 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, S25 -39'00"E, 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF FLORIDA; THENCE S88'17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 120.18 FEET TO THE MEAN HIGH WATER OF MIDIDELTIMS SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08*39'49"W, 22.12 FEET, FLORIDA;_- THENCE S88'1 726"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIWSION 116.14 FEET Doc$ THENCE N09'03'01"W, 22.40 FEET, THENCE NO2'39'19"W, 22.82 FEET, THENCE N04*35'57"W, 22.64 FEET; THENCE N01 -22-37"W, 25.61 TO THE MEAN HIGH WATER OF THE INDIAN RIVER, THENCE ALONG THE SAID MEAN HIGH WATER THE 0 FEET, THENCE N25*15'42-W, 19.25 FEET, THENCE N43 -49'16-W, 13.99 FEET; THENCE N44 -13'09"W, 20.01 FEET; THENCE N52 -42'12-W, FOLLOWING CALLS, THENCE N07*50#15"E. 32.54 FEET, THENCE N13*56'13"W, 15.89 FEET; THENCE N 17.68 FEET; THENCE N43'36'13"W, 12.41 FEET TO A POINT ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL G FD 41x4a �G T,, N02145�"E, 42.86 FEET; THENCE N21 -5442"E, 14.69 FEET TO 50AIS 4 RECORDS BOOK 564, PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUN S79*29'04"W ALONG SAID NORTH LINE 0 % THE POINT OF BEGINNING, THENCE F CCNCRE AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGI ING. moNumewr CONTINUING ALONG SAID MEAN HIGH WATER N28*31'48"W, 13.04 FEET, THENCE LEAVING SAID MEAN V, NO HIGH WAtER N69 -04'47"E, 32.41 FEET, THENCE N21*1947"W, 120.07 FEET, THENCE N645924"E, 1;4 4' IDENnRCA naV 3 1-1 SAID LANDS CONTAINING: 0.61 ACRES MORE OR LESS 122.46 FEET, THENCE N6737*58"E, 31.12 FEET, THENCE S21,11'23E, 43.0 FEET; T ENCE S22,06'09"E, 47.14 FEET, THENCE S23 -39-34"E, 43.70 FEET, THENCE S68*41'41"W, 77.52 FEET, THENCE S25'05'08"E, ��o L70 bc, poo >1 �-4 .2.35 FEET, THENCE S67 -5324-W, 22.27 FEET, THENCE S24135'64"E, 3.63 FEET; THENCE S67 -5522"W, 13 87.00 FEET BACK TO THE POINT OF BEGINNING. INDIAN RIVER 050C :,�LJN� 0 CONTAINING 0.48 ACRES (20854.71 SQ. FT) MORE OR LESS. 0 L -6..39 GRAPHIC SCALE -<0 20 0 10 20 40 50 FD J"xJ" t-4 CONCRE7E mawmEw NO -4 % IN FEET IDEN70CA 77CN I inch 20 ft. w a5l' ji" N TOWNSHIP 30 SOUTH Lk U .48' — — — — — — — — — — — — — — — — — — — — — — — — — — Lt N0R7H LINE LOT i, HLocK i TOWNSHIP 31 SOUTH Ftx\'R 1,05 g5 M 1 -STORY RESTAURANT q -44 CRAB -E -BILLS SEAFOOD MARKET & EATERY #1540 F.F. ELEV.=5.98 ks 0 mo Z MIDDLETOMS SUBDIVISION >01 Z 4. 99x ,z� A 18 01 114 LOT 1, BLOCK I 2.7 PLA T BOOK 2, PA GE 56 SUBMERGED LAND LE�A SE FD 7,, 12 N 1268221.0676 �,-20854.7090 S- F C5 W77VESS E 827358.612J 0.46 ACREt. NORTH LINE OF PARCEL DESCRIBED N . ..... Off 76YAL RECORDS BOOK 56-4 PA C -E (HATCHEDIAR PYR-fl U.- EA) INDIAN RIVER 'd 5.98 MERGEDLEAS U. A PER 9ASWLLER,'WOb T01 0 6'13"W N H16VI WA TOR LINE 4R,`R&V`4 .5.757-p^LA 7rR "5.5J 129.73 q,- 1-- (aEvAncw=-a6-o1NAw 88)-1 "p-1 BOUNDARY 5V#WtZ � SUBYkRGED LA V PLV 4 FD.EP, LETTER LEASE A T DABROWSMI MARINA P6 R THE w -11- 1 � WOOP, 4" 6 1 v 7�- f 7LE NAME 6483, DRA MWO NAME: 6 19 Nelp 310512014 AM0 j.u.1 ��0 - 12' FD PK cw, 623 42'12 7ED ua OCA 7ED 3/11112014 31 4 24 7- 5k, WZ- 6446 7.68' 3.91 v J 58 B4 Z 3 "a 4" - N44013'09"W h� 0"J? 31 R R D uav 5 .0 R 4.27 0 WRO 08 2 .01, 7 PORTION OF 0.9r7f. N11F AN � 5eg" 6 LOT 1, BLOCK I -571 /1.. 7 4.46 9 g, Z & y 4 364, qq .00 7� & 48 ZOUTH LINE LOT t,, &ocK 1 — — — — — — — — — — — -w IF 2 .0, NORTY LINE LOT Z BLOM 7 v` 4 & 11 '0 P. � � M, � ,, LJ VVUU FR MED Ir STRUCTURE �7 J. 82 UMITS 6.48 2- 44 HVCV OrER 71 "W-040, iV6�%A �-ITM -1- 4 1 � `1�1�1�. - I'll %I* - ORA kwEL 59 1 Z05 11. . Z� S25*05'08"E 2.35' CONCRETE BLOCK %� - I - "'y I'll tp 5' 3.63' 0.66* 6.4 �- -,j i " �.g S77?UC7Z1RF w sy6yv 5.93 (SMOKE HOUS J.0 V- 'A� 4.J1 'Al S67*5324"W 22.27' AZ3 4 ?L -4 IrE t 5.50 ADAGRA -4 "N AU, MIDDLETON'S SUBDIVISION 1.49 b 69 r -N 15 w. rr% LOT2, BLOCK2 73\ LOT2, BLOCK 1 s, 4Ar 3 U) x PLAT BOOK 2, PAGE 56 J COaNCRE7E U.20 IN& 7Z- 4.38 HEADWALL 95'. 99 701 6.43 12 �,Nm N69*04'47*E 32.41' 4 4.19 6,26 *31*48"W 13.04' N28 6. VEL f AM L)MIT 3.26 S -4.12 J '37"W ------P. 0. B. .61' INDIAN RIVER -4.59 AJ4 2. 5.90 r 4 N21' 54' 41"E SUBMERGED LEASE S kE FOR Zkl PER UAS7ELLEi� MOLAR, REED, & TAYLOR BOUNDARY UR Y — — — — — — — — — — — — — -- -1.04 14.68' SUBMERrED LAND LEASE A r DABRONSKI MARINA 114- 'Tt PXENAME 64&Y, DRAWNG NAME 6483.D*V 01 77 4 VffA zz- N 1268133.1722 27 2.79 1 E 827434.7290 5.78 ............. .... N0403557"E 5.77 J %, 'S -3.85 a79 ��-22,64' A U oNlll\� REPORT OF SURVEY: rM Ab 6.19 5.59 IP _1.0 2* 14' WE MEAN HIGH WA TER LINE M VA 6 0 1.00 0 42.85' (EL E vA 77oN= - a 721 NA vD 88) -4.52 TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC PER THE' FO.E.P. LETTER THIS SURVEY PERFORMED BY: DATED 511312010 AND w NO 039'19 "E LOCA 7ED 5113120f 0 -4.72 .82' MERIDIAN LAND SURVEYORS LB#6905 525 (2.44 % % PER MASrELLER, MOLAR, REED, & TAYLOR BOUNDARY SURkEY FOR ,"fi;r' 0" IZ) 1 1717 INDIAN RIVER BLVD. SUITE 201 SANDIGRASS SUFUERGED LAND LEASE A r DAsRowsKl uARINA 4.47 05 VERO BEACH, FLORIDA 32960 flE NAME 6483, DRA WNG NAME 6483.DW N 3* 56, 11311w PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: 4.71 z, A am - N1. LOT3, BLOCK2 No" 5.84 %1 �98 �t: 5.89' CHARLES H. BLANCHARD P.S.M. #5755 04 5. 4J 5. a c� 'A czIN09 003'0 1 W VICINITY MAP THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM uu TECHNICAL STANDARDS,'5JA7, FAC) IS COMMERCIAL/ HIGH RISK. THE MINIMUM 1 22.40' 1 1.29 NOT TO SCALE V-A I RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT % -4.57 q IN 10,000. THE MEASUREMENT AND CALCULATION OF A CLOSED 5. 63 %4.41 02 GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY A a25 REQUIREMENT. 10 saa a65 0-r 50' 15-E THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM -13 32.53 77 1� vkc\ 03949"W TECHNICAL STANDARDS AS CONTAINED IN 5J-17, FAC., .5587 12' ELEVATIONS AND DIMEMSIONS SHOWN HEREON ARE MEASURED IN FEET E 82 - — — — — — — — — — — — — — — — — — — — — — — — a &Y68 516 5- 75 FLA T BOOK 1,; pA S881 2 56 AND DECIMAL PARTS THEREOF. 14" -- WE MIDDLEMWS qt FD J j7 7� A 37 S0801 W -PON "7' THE LAST DATE OF FIELD WORK WAS: 3/11/14 IR01V PIPE BUILDING SETBACK LINES, IF SHOWN ARE BASEbON THE BEST AVAILABLE N " I rCH BASY 1" PLAS77C PIPE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE k VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. 0 q� .PARCEL: 1000002.0 ATA 18"x 107' CUL WR NO IDEN77ROA 776N S:0 amE. a le, 4Z THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF S25*39'00"E PLUME \Z 46,719.06 SQ. FT. (1.0725 ACRES) V- 8.34* ALONG THE EA I ST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE. IN V ELE (VACANT) 104E -A THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY ON511" PARCEL: 1000002.1 UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, (VACANT) EXCEPT AS SHOWN. 18ox 62' CUt WRT F Uj _WAYS, --V3 07�p- NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT -0 CONCRETE HEADWALL r—FOUND 112' OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. IRCN ROD AND .. IAIII NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. CAP "SUITH /-B 7426' UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. t LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. VINO C, E� UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. Legend & Abbreviations: (symbols not scaleable for size) THE SURVEYED PROPERTY LIES IN FLOODZONES X, AE-6',AE-7 AND AE -8' :: PILS PROFESSIONAL LAND SURVEYOR 00 (PRM) PERMANENT REFERENCE MONUMENT CERTIFIED TO: AS SHOWN ON FLOOD INSURANCE RATE MAP 12061 C01 03 H, DATED DEC 4TH,2012 q. 29 TELEPHONE SERVICE PIRM - PERMANENT REFERENCE MONUMENT SURFACE INLET R\W - RIGHT OF WAY THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN PSM - PROFESSIONAL SURVEYOR & MAPPER 0 - (IP) IRON PIPE CABLE T.V. BOX MITERED END SEC11ON AB - AS -BUILT 1.) THE BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST LB - LAND SURVEYING BUSINESS IP IRON PIPE ELECTRIC BOX VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK USED IS USC&G N MONUMENT F-200 1960; ELEVATION 18.30'NAVD 1988. CONCEPTUAL DRAINAGE P/K PARKER-KALON FUND OF THE STATE OF FLORIDA CENTERLINE R RADIUS (IRC)IRON ROD & CAP - LIGHT POST STREET SIGN - WELL IRON ROD & CAP 2.) THE CITY OF SEBASTIAN L - LENGTH C - HYDRANT PROPOSED GRADE EI - (CM) CONCRETE MONUMENT STRANGLER FIG BOUNDARY INFORMATION IS BASED ON A BOUNDARY SURVEY PREPARED A - DELTA ANGLE A - GATE VALVE NAVID NORTH AMERICAN VERTICAL DATUM Ig E/P - EDGE OF PAVEMENT CM - CONCRETE MONUMENT - IRRIGATION VALVE W, BY THE OFFICE OF MASTELL :R, MOLER, REED, TAYLOR, INC. DATED 5/19/2010 TYPICAL ELEVATION B.M. BENCHMARK Ou-E Z*< B/C BACK OF CURB FID - FOUND (M) - MEASURED WATER METER A/C - AIR CONDITIONER PALM TREE THIS IS A FIELD SURVEY" (P) - PLAT SANITARY MANH CONC. - CONCRETE POC POINT OF COMMENCEMENT SANITARY (C) SERVICE POB POINT OF BEGINNING _ CALCULATED SEPTIC TANK F.F. - FINISH FLOOR 0 (PCP) PERMANENT CONTROL POINT E— - GUY WIRE DRAINAGE MANHOLE BSB - BUILDING SETBACK LINE PCP PERMANENT CONTROL POINT - WOOD UTILITY POLE CURB INLET EL /ELEV. ELEVATION