HomeMy WebLinkAbout2014 - (#12) Architectural DrawingsIm.T.T.1
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. (4) IN SECTION C/A-8
NEW DOCK. SEE CIVIL DRAI INGS
FOR ALL DETAILS THIS AR A 24
WOOD
GUARD
RAIL
4 n1 nit
KEYED FLOOR PLAN NOTES
ONEW COVERED DOCK ON EXISTING WOOD PILES.
THE 30'-2" WIDTH IS SUBJECT TO MINOR ADJUSTMENT AS REQUIRED
I NEW LOCATION FOR EXISTING FLOOR MOUNTED SCALES. (BY G.C.)
19 REQUIRES ELECTRIC. SEE SHEET A-3. PROVIDE BACKBOARD OF
TO LINE NEW STRUCTURAL WOOD BEAMS UP OVER EXISTING ROWS
I TWO PT 2X8'S.
OF PILES. THE 47'-4" LENGTH IS TO BE ADJUSTED AS NECESSARY TO
EXISTING SHOWER HEAD 1 CONTROLS IN THIS APPROXIMATE
FILL THE AVIALABLE LENGTH BETWEEN EXISTING DOCKS AS SHOWN.
20 LOCATION TO BE REPLACED WITH NEW ON NEW PILE.
O
ALL FOUR CORNERS TO BE 90 DEGREES.
OEXISTING DOCK THIS AREA TO BE DEMOLISHED AND RECONSTRUCTED.
2 THIS AREA IS TO HAVE A PARTIAL ROOF.
EXISTING RAMP (USED TO TRANSPORT ROLLING CONTAINERS OF
21 FISH) TO BE RECONSTRUCTED DUE TO NEW ELEVATION OF
NEW DOCK. RISE IS APPROX. 7". SEE DETAIL 6/A-9.
O EXISTING SLOPED DOCK IS TO BE ALTERED TO PROVIDE NEW SLOPE.
FOR TL RANSPOTING OF FISH
22 OM
SEE SECTION C/A-8.
DOCK LLEVERAMP
FRN TO BUL D NGRLEVELLI. R SErIS AINERS
PPROXIIMATELY
10".SEE SECTIONS D?LEIA-8.
ONEW DOCK WITH GUARDRAILS. SEE CIVIL PLANS FOR DIMENSIONS
AND DETAILS. DOCK EXTENDS TO EXISTING BUILDING ON SHORE.
1
23
ACCESSIBLE RAMP HANDRAILS. SEE CIA-7, C/A-8 AND 5/A-9.
REPLACE EXISTING WOOD DECKING WITH NEW 2X6 PT WOOD DECKING
rj ) ON EXISTING DOCK FRAMING. NOTIFY STRUCTURAL ENGINEER FOR
4
ACCESSIBLE RAMP HANDRAILS. CONSTRUCT AS SHOWN IN
DETAIL 5/A-9. (SIMILAR) PROVIDE 18" EXTENSION AT TOP AND
FRAMING INSPECTION FOLLOWING REMOVAL OF EXISTING DECKING.
BOTTOM AS SHOWN N SECTION C/A-8
O TYPICAL SYMBOL FOR NEW 12" DIAMETER PILE. (19 TOTAL)
25
48" ALUMINUM GATE SIMILAR TO GATE SHOWN IN SECTION BIA-7.
SEE SHEET AA FOR SPECS. LATCH TO BE ADA COMPLIANT.
TYPICAL SYMBOL FOR EXISTING PILE TO REMAIN. (SHOWN WITH O
SOLID THIN LINE) CUT TOP OF RILE AS NEEDED FOR CURRENT USE.
26
48" ALUMINUM GATE SEE SECTION IN SECTION BIA-7. SEE SHEET
A-4 FOR SPECS. GATE LATCH TO BE ADA COMPLIANT. PROVIDE
LAMINATE ENGRAVED SIGN " EMERGENCY EXIT ONLY". SIGN
$ TYPICAL SYMBOL FOR EXISTING PILE AND FRAMING BELOW
M LETTERS TO BE 112" HIGH MIN.
EXISTING DOCK. (RELEVANT TO NEW WORK.)
1
r
36" ALUMINUM GATE SEE SECTION A/A-6. SEE SHEET AEI FOR
9 TYPICAL SYMBOL FOR NEW PILE. (SHOWN WITH SOLID DARK LINE)
27
SPECS. PROVIDE LAMINATE ENGRAVED SIGN "AUTHORIZED
PERSONS ONLY" SIGN LETTERS TO BE 1/2" HIGH MIN. PROVIDE
ADA COMPLIANT LATCH.
1 O NEW GUARDRAIL ATTACHED TO EXISTING STRUCTURE BELOW
EXISTING DOCK
PAIR 36" X 80" DOORS. SEE SHEET A-4 FOR DOOR AND HARDWARE
2$ SPc_CS
11 NEW GUARDRAIL ATTACHED TO EXISTING PILES. EXISTING PILES TO
BE CUT TO PROPER HEIGHT.
'
29 WOOD BENCH BOLTED TO FLOOR. SEE 10IA-9.
NEW 6" DIAMETER PILE (PARTIAL HEIGHT) ATTACHED TO EXISTING
12 PILE. NEW GUARDRAIL IS ATTACHED TO NEW PILE,
SLAB EDGE RECESSED FOR RAMP. SEE D&E/A-8
S
4
13 NEW GUARDRAIL ATTACHED TO NEW BUILDING FLOOR
STRUCTURE BELOW CONCRETE DECK. , {
'+ ;� 2 X 36" ATTIC ACCESS SCUTTLE
STYPICAL SYMBOL FOR NEW 4X4 GUARDRAIL POST �� •
s , 2' lb BC FIRE EXTINGUISHER ON WALL BRACKET. MOUNT AT 5'-0" AFF
32 T4 TOP. NOTE: ONE LOCATED IN NEW BUILDING AND ONE LOCATED
NEW 42" HIGH WALL FOR MOUNTING OF ELECTRIC WATER COOLERS. •
. WiERE DOCKS MEET SHCjRE. PROVIDE NEW 4X4 PT WOOD POST IN
i;NC. FOOTING FOR MOUNTING.
15 WALL HAS 4X4 POST AT EACH END THAT MOUNTS TO FLOOR
STRUCTURE BELOW DECK
3 PROVIDE LAMINATE ENGRAVED SIGN ON FIRE EXTINGUISHER POST
0 "
16 NOT USED
t1.ECTRICAL DATUM PLANE: 5.15 NAVD". (1" HIGH WHITE LETTERS
ON BLACK BACKGROUND)
16]436"ALUMINUM
17 LINE OF NEW FLOOR BEAM BELOW.
GATE. SEE SHEET A-4 FOR SPECS. PROVIDE LAMINATE
ENGRAVED SIGN "AUTHORIZED PERSONS ONLY" SIGN LETTERS TO
8E 1/2" HIGH MIN. PROVIDE ADA COMPLIANT LATCH.
18 EDGE OF NEW FLOOR SLAB. SEE DETAIL 31A-9.
1
_
35
4T4 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 0= 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 REQMD BY THE CITY OF SFI3ASTIAN 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 DISPOSELOF IN A LEGAL MANNER, COORDINATE ALL ACTIVITIES WITH THE
OWNER AND FISHERMEN USING THE DOCKS TO KEEP IT AVAILABLE FOR USE ANY PERIODSWERE CONSTRUCTION ACTIVITIES WILL REQUIRE THE DOCKS,
OR PORTIONS OF THE DOCKS TO BE TEMPORARILY INACCESSIBLE ARE TO BE SCHEDULED ICH AND APPROVED BY THE OWNER.
1
S. PROVIDE 2 SETS OF STATE OF FLORIDA PRODUCT APPROVALS OR MIAMI-DADE NOTICES &ACCEPTANCE TO THE BUILDING DEPARTMENT FOR THE FOLLOWING
PRODUCTS PRIOR TO INSTALLATION: 5-V METAL ROOFING, ROOFING UNDERLAYMENT, LAP VING, SOFFIT IVATERUIL AND STORAGE ROOM DOORS. PROVIDE
LITURATURE & SPECIFICATIONS OF CUPOLA INCLUDING CERTIFICATION OF WEND LOAD COIF IANCE SEALED BY FLORIDA REGISTERED ENGINEER. PROVIDE
32
AT BASE TWO SETS OF ROOF TRUSS DRAWINGS SEALED BY FLORIDA REGISTERED ENGINEER
33
OF EXISTING
RAMP
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WOOD
GUARD
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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
t
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NEW DECKING ""' """`% --
5
;
;
;
;
EXISTING
DOCKTO
-�- 44 REM
20 13 \ \ - -
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48II' CHAIN 22 _
LIf K GATF _
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DIAGRAM OF REMOTE EXITS
(SEE CODE ANALYSIS BEOW)
+
2
33-2"
4'-8" +/-
LINE OF ROOF
OVERHANG
'-71 /2"
9'-8"
9'-8"
10'-0"
10 0
71/2"
17 ♦
`-AT-4"
SCALES 19
_
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❑
BIN H
- - - MAXI MUM
_COMMC�I
\ PATH OF TRAVEL. = 11' ,
19
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I COVERED DOCK(D
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9
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Li MAXIMUM PATH OF
23 I cwj I TRAVEL =180'
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WOOD 190 61-611
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32 �
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15 I WATER I 17 EXTINGUISHER ST GE o \
COOLERS -
I Fq- CL►SET � \
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18 ELE6ANEL
- ----- ---- ---------' v ------T
CI��_______ _________________ ___________________________
0 ----------I
9" V-1 1/2" 9" 1 1 co co
-7
EXISTING
DOCK TO
REMAIN
- ;
;
6'-8" +/- L 5'-5"
10 1 /2" 6'-7 1 /2" 8'-0111 11'4"
10'-0" 10'-011 7 1 /2'1
EXISTING -8
A-6 EXISTING
_9
DOCK TO
DOCK TO
REMAIN
REMAIN
PROPOED
0
FLOOR PLAN
ac .
Dat�- 12.
By:
CODE ANALYSIS
City of Sebwflan Btffl g Depc mac.
COVERED DOCK AIM 1,940 SF. (INCLUDES OVERHANGS)
MINIUM NUMBER OF EXITS: FBC TABLE 1021.1 AND FFPC 7.4 & 38.2.4.1 (2): TWO.
FIRE SPRINKLERS: FBC CHAPTER 9: NOT REQUIRED FOR ASSEMBLY -1 STORY UNDER 300 OCCUPANTS,
5.9.1: REQUI ALL WIRING TO COMPLY WITH ARTICLE 555, NFPA 70. SEE A-3 FOR COMPLIANCE.
NUMBER OF EXITS PROVIDED: TWO. (A NEW PIER WAS ADDED AS A SECOND MEANS)
BUSINESS - NO REQUIREMENTS.
PROJECT DESCRIPTION: THIS IS A RECONSTRUCTION OF EXISTING STRUCTURE
ALLOWABLE CONS'RUCTION TYPE: FBC TABLE 503 - TYPE 5B
SEE DRAWING IN UPPER RIGHT CORNER OF THIS SHEET FOR DIAGRAM OF REMOTE EXITS.
FFPC: SEE SPECIAL CODES BELOW.
621.1.1: RE(rES CLASS A,B & C FIRE EXTINGUISHERS AT THE LANDIPIER INTERSECTION AND
THAT WAS DESTROYED BY HURRICANES. WHILE THE ORIGINAL STRUCTURE WAS
ENCLOSED IN EXTERIOR WALLS, THIS PROJECT WILL PROVIDE AN OPEN-AIR COVERED
UNSPRNLERED OFFORASSEMBLY & BUSINESS.
FOR ASSEMBLY. NO
FFPC TABLE 12tt2,31-TYSI
MAXIMUM PATH OF TRAVEL TO EXIT: FBC TABLE 1016 AND FFPC 12.2.6.2 & 38.2.6.2: 200'. ..
STANDPIPES: FBC 905.3.7 MARINIAS & BOATYARDS: STANDPIPES SHALL COMPLY WITH FFPC.
V%'THN 75' TN'ELDISTANCE. COMPLIED. SEE FLOOR PLAN, THIS SHEET.
f
DOCK INSTEAD. IT IS USED BY COMMERCIAL FISHERMEN AS AN AREA TO UNLOAD
(OK
REQUIREXENTS F0'R E".lSINESS. (38.1.6)
BUSINESS.
MAXIMUM PATH OF TRAVEL PROVIDED: 180' - IDENTIFIED ON FLOOR PLAN THIS SHEET.
FFPC: SEE SPECIAL CODES BELOW.
E.3.1.1 & 3: P&JR!ES FIRE SPRINKLER SYSTEM FOR BUILDINGS OVER 500 SF BUT PERMITS
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.
CONSTRUCTION TYKE PROVIDED - TYPE 58 UNSPRINKLERED.
DM
THE BLRLG IS MOM TRUSSES ON A POST & BEAM SYSTEM
MAXIMUM COMMON PATH OF TRAVEL: (ASSEMBLY SPACE NOT AFFECTED)
RESTROOMS: THIS STRUCTURE SHARES RESTROOMS WITH A EXISTING MARKET LOCATED ON THE SAME
EXCEPTION�R EXISTING FACILITIES WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.
COMPLIANdA DRYSiAND PIPE SYSTEM HAS BEEN PROVIDED WITH A FIRE DEPARTMENT CONNECTION
USING 1t' DIAMETER P ERS.
FBC 1014.3 BUSINESS 75'. FFPC 38.2.5.3.3 BUSINESS 75'.
PROPERTY. IT IS LOCATED ON THE SAME LEVEL AS THE MARKET AND IS WITHIN 500' OF IT. (FBC 403.3.2)
ON SHORE M HOSE CONNECTIONS AT THE COVERED DOCK AND ON EACH OF THE TWO EXISTING
MAXIMUM PROVIDED: 28'- IDENTIFIED ON FLOOR PLAN THIS SHEET.
PIERS IN L�OF THE SPRINKLER SYSTEIM PENDING APPROVAL OF THE FIRE DEPARTMENT.
OCCUPANT LOAD FOR CDOCK: F8 ;TABLE 1004.1 AND
SPECIAL CODES: NFPA 1, CHAPTER 28 MARINAS & BOATYARDS
SEE FIRE P�'T'ECSION'NOTES, SHEET A-3 AND CIVIL SHEET C-100. THE SYSTEM IS REQUIRED TO
OCCUPANCY CLASSIFICATION: PRIMARY OCCUPANCY IS BUSINESS. (PUBLIC VIEWING
1.1
FFPC TABLE 7.3.12b 121a.1.1
MEANS OF EGRESS LIGHTING: PROVIDED. SEE SHEET A-3
LIGHTING: PROVIDED. SEE SHEET A-3 - BATTERY BACK-UP EGRESS LIGHTS.
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.
COMPLYPA 14.
4-4 h-EMERGENCY
}
AREA TREATED AS ASSEMBLY FOR OCCUPANT LOAD BUT IS ACCESSORY OCCUPANCY.
PUgLx AREA"SEVSLY): 133.8 SF @ lit NSF
IT HAS LESS THAN 50 OCCUPANTS AND IS LESS THAN 10% OF COVERED AREA -)
ADDITIONAL CLASSIFICATION UNDER THE FFPC IS 'BOATYARD'.
PLUS 1/18"CF tt BENCH SPACE = E
( )
FIRE ALARM: FBC 907.2.2 BUSINESS: NOT REQUIRED-1STORY UNDER 300 OCCUPANTS
3.3.7 5.3.1, 5.3.2, & 5.3.3: REQUIRE ESTABLISHMENT OF ELECTRICAL DATUM PLANE 2' ABOVE HIGHEST HIGH TIDE UNDER
BiJS*tES SF� 1/100 GSF 15.09
FFPC 12.3.4.1.1 ASSEMBLY, 38.3.4.1 BUSINESS - NOT REQURIED -1 STORY UNDER 300 OCCUPANTS
NORMAL CONDITIONS, POSTING OF INFORMATION ON A SIGN, AND INSTALLATION OF ALL ELECTRICAL CONNECTIONS AT
CUR T
TOTAL OCCUPILYTS: 49.85
49.85
LEAST 12" ABOVE THE DECK OF A FIXED PIER BUT NOT BELOW THE DATUM. ALSO REQUIRES THE ELECTRICAL SERVICE
O' 1' T 6' 10, 15,
TO DISCONNECT FROM THE POWER SOURCE WHEN THE WATER REACHES THE BENCH MARK. SEE ELECTRICAL NOTES;
-
ON SHEET A-3 FOR COMPLIANCE.
-
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ARCHITECT SEAL
DATE:
10-13-14
PROJECT NO:
SCALE:
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SHEET NO:
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OF 9 SHEETS
3
REVISIONS: I
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DEMOLITION PLAN �!
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ARCHITECT SEAL
I
. t e a
I ,
DATE:
10-13-14
PROJECT NO:
SCALE:
1/4" = V
SHEET NO:
A=2
OF SHEETS
�
I
-
TOP OF WOOD PILE TO BE @ 8' ABOVE
4 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
FOR ALL DETAILS THIS AREA
KEYED ELECTRICAL NOTES
TWO EXISTING ELECTRICAL JUNCTION BOXES EACH FEEDING AN
E-1 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 METERSIFUSED DISCONNECTS LOCATED TO THE WEST BY
INDIAN RIVER DRIVE.
E-2 (2) CONDUITS W/CONDUCTORS LEAD TO METERS AT INDIAN RIVER
DRIVE - DUE WEST FROM THIS POINT. SEE SITE PLAN.
OPROVIDE 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 NEW LOCATION FOR EXISTING FLOOR MOUNTED SCALES.
E-4 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
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 PEPNIT 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
1 1rr 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.
SEE OVERALL DOCK PLAN, THIS SHEET
FOR EXISTING POST LIGHT AND NEW
DRY STANDPIPE
EXISTING
DOCK WITH
101
JL
P-6
I
"54 < I EXISTING FIRE
jHYDRANT 75' +1- FP-3
I EXIST E-3 FIRE HOSE
I
57' CONNECTION
i
i I
I I DRY STANDPIPE LINE.
j33' +/- 33' +/-
SEE CIVIL DRAWINGS
jFOR THIS AREA
` 1 COVERED
I NEW POST LIGHT DOCK
I j
(TYP. OF 4)
�EDGE OF STREET PAVEMENT
i I I DRY STANDPIPE LINE.
� � I
•�� DRY STANDPIPE LINE.
65' +/- FP-3 a
��•-.-.-.-•-.-.-• .-.-.-.-.-. .--.-._._._._._.1. ._._._.-.-.-.---.-.-•-
I � . -p EXIST
EXIST. ELEC. PNLS- FIRE HOSE
FIRE HOSE 51, L 23' CONNECTION
CONNECTION
OVERAL DOCK PLAN
1
LINE OF ROOF
P-6 OVERHANG
s I
P-6
E-5 OF PLYWOOD. RUN FEED FOR PANEL INSIDE WALL AND INTO BACK OF CABINET. NEW DECKING
RUN CIRCUIT CONDUITS SURFACE MOUNTED ON PLYWODD TO ABOVE CEILING. P-3
LEAVE ROOM FOR FUTURE CONDUITS. I EXISTING
❑ DOCK TO
LIGHT FIXTURE TYPES KEYED PLUMBING NOTES I I REMAIN I
I I
CEILING SURFACE MOUNT 8' FLOURESCENT 9
NEW 1" CPVC POTABLE WATER LINE.
LIGHT ON WALL SWITCH. XEM 8 2 32 RA 4E 4EU P-8
O P_2 SEE CIVIL DRAWINGS FOR CONTINUATION OF NEW POTABLE WATER I - )
CEILING SURFACE MOUNT 8' FLOURESCENT ❑ Li TC POINT OF CONNECTION a I rp 1 48" WP I
LIGHT ON WALL SWITCH. SAME AS ABOVE Fi QUAD GFI
BUT WITH EMERGENCY BATTERY BACK-UP
P EXISTING FrJC WATER LINE TO EE CUT AND CAPPED I I •
NEW POLE MOUNTED DOCK LIGHT WITH BATTERY -
BACK UP. SEE FLOOR PLAN FOR INSTALLATION
METHOD. INSTALLS ON WOOD PILE. INSTALL ON O
I�
P11 NEIAl1" CPVF WATER LINE ,
NEW TIMECLOCK/PHOTOCELL 42. LUMENCIA � � ' I
NAUTICALLL151 L900C 4000K BW. BATTERY BACKUP '' I 47 GP
TO BE DUAL LITE ESSENTIAL LIGHTING INVERTER
P-5 TIE NEW 1" LINE IN TO EXISTIN(; 1" LINE HERE SCALES
i
LITE GEAR SERIES LG2S. INSTALL AT PANEL.El
O I E 4
WALL MOUNT (ON FACE OF PT WOOD PILE)
P-6 EXISTING 1' WATER LINE TO REMAIN ------ -----
7777-
DECORATIVE. SEE SECTION AIA-6 FOR - -'----
OVERHEAD FEED METHOD. INSTALL ON NEW
TIME CLOCK/PHOTOCELL #1. p_7 INSTALL_ NEW HOSE BIBB IN EXISTING WATER LINE AT EDGE OF DECK.
TMS CALVIN 2-M-120-FO9-GBR A6-F09
EXISTING POLE MOUNTED AREA LIGHT TO BE PROVIDE NEMSHOWER HEAD I CONTROL VALVE ON PT WOOD PILE. I I I
FED FROM NEW PANEL THROUGH NEW TIME a
(THERE IS It EXISTING ONE HERE THAT WILL BE REMOVED IN THE K-8
CLOCKIPHOTOCELL #2 COURSE Of DEMOLITION)
EXIST
P_g NEW ELECTRIC HI -LOW WATER COOLERS TO BE OASIS 14 GAUGE VANDAL . � •
RESISTANTUNIVERSAL BARRIER -FREE VERSACOOLER 11 MODEL PGV8ACSL-14G
OR EQUALEXTEND DRAIN LINE TO 6" +/- BELOW DECK FRAMING. i
GENERAL ELECTRICAL NOTES G
INSTALL NEW HOSE BIBB ON FACE OF PILE ABOVE DECK • _ -
FISHERMEN N
N
1. THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF NFPA 303-12.
ALL WIRING IS TO COMPLY WITH ARTICLE 555, NFPA 70, MARINAS & BOATYARDS. -11 INSTALL NEW HOSE BIBB AT STORAGE CLOSET WALL. TIE INTO EXISTING I PUBLIC AREA
PO WATER LIRE M i
2. NFPA 303-12 (3.3.7) REQUIRES THE ESTABLISHMENT OF THE ELECTRICAL AREA
DATUM PLANE FOR THE PROJECT. IT IS DEFINED AS A HORIZONTAL LINE
TWO FEET (7) ABOVE THE HIGHEST TIDE LEVEL FOR THE AREA OCCURING I ❑
UNDER NORMAL CIRCUMSTANCES, THAT IS, HIGHEST HIGH TIDE. A SIGN I
INDICATING THE ELECTRICAL DATUM PLANE IS REQUIRED ON SHORE. N
(SEE SHEET A-1 FLOOR PLAN NOTES FOR SIGN BY G.C.) Lo
STORAGE '
NFPA 303-12 (5.3.3) REQUIRES THAT ALL ELECTRICAL CONNECTIONS N '
CLOSET � I EXISTIN I
BE LOCATED AT LEAST 12" ABOVE THE DECK BUT NOT BELOW THE I DOCK T
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 \ II I REMAIN
FOR THIS PROJECT IS ELEVATION 4.0 NAVD, WHICH WOULD RESULT IN A i GWFlP p_11
MINIMUM HEIGHT ELEVATION FOR ALL ELECTRICAL CONNECTIONS OF 5.0. 3 O
I, avAD �"
TO SATISFY BOTH REQUIEMENTS, ALL ELECTRICAL CONNETIONS ARE TO
BE AT ELEVATION 5.5. (18" ABOVE FINISH FLOOR) THE CONTRACTOR IS TO - '.}..
. P-9 HI -LOW v
VERIFY FINISH FLOOR ELEVATION WITH THE PROJECT SURVEYOR PRIOR TO I WATER
INSTALLATION OF ANY ELECTRICAL, AND NOTIFY THE ARCHITECT IF IT EXCEEDS 4.0. LWP O I I
I COOLERS FIRE O �
3. PROVIDE SHUNT TRIP FOR ELECTRICAL SERVICE OPERATED BY FLOAT EXTINGUISHER ( I P-6
SWITCH. FLOAT SWITCH TO BE INTALLED FOR ACTIVATION WHEN WATER I WP GFI TO HO C EL
FP-2 LEVEL REACHES ELECTRICAL DATUM PLANE. ELEC. PANEL 8� PHO OCEL #
O ._._
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L-
�•` FRI i I 3 FP-3
EXISTING EXISTING
DOCK TO DOCK TO E-1
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REMAIN REMAIN
E-1
1;
- - - - - - -�-�- --�-�- �-�---�-�-�-----�-�-------�---------------- — - — - — -- — - — - — - — — - — - — - — - —
—- - —- — - — - —
---
i E_2 SEE OVERALL DOCK PLAN, THIS SHEET -
'' FOR EXISTING ELECTRIC PANELS,
Le EXISTING METERS
POST LIGHT AND NEW DRY STANDPIPE
AT STREET rM M. TA #7 F1 P.4 Z n, M
ELECTRICAL, PLUMBING & FIRE PROTECTION PLAN E�AI
b
SCALE: 1l4"' =1'
C$ty of Selmdan Bu ldhT Yepar
F7REVISIONS:
11-11-14
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ARCHITECT SEAL
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DATE:
10-13-14
PROJECT NO:
SCALE:
114" =1'
SHEET NO:
A=3
OF 9 SHEETS
� WEST ELEVATION
EAST ELEVATION
1 /4„ = 1'-011
KEYED NOTES
O
PREFINISHED 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)
13 12" DIAMETER PT WOOD PILE -UNFINISHED
O
SEALED CONCRETE FLOOR SLAB. SEE SPECS SHEET A-4.
S
O
5-V CRIMP METAL ROOF. SEE SPECSSHEETA-4. SEE ROOFING
DETAILS, SHEET A-5AND A-6 (CUPOLA)
��
[ ZS j
�/
PAINTED (COLOR #1) VENTED CEMENT PANEL SOFFIT.
SEE 7&8/A-9. NOTE: INTERIOR CEIING & CEILING TRIM
ALSO TO BE PAINTED COLOR #3.
14 1X1 VERTICAL PT WOOD STRIPS - UNFINISHED. SEE A-6.
20 PT FLOOR DECKING AND/OR FRAMING - UNFINISHED.
OVENTED
RIDGE. SEE DETAIL SHEET A-S.
O
PAINTED (COLOR #1 - ALL EXPOSED SIDES) WOOD BEAM
1 rj DECORATIVE LIGHT FIXTURE. SEE A-3.
21 EXISTING DOCK FRAMING TO REMAIN.
OROOF
TRANSITION. SEE DETAIL SHEET A-S.
1 Q
PAINTED CEMENT SIDING (COLOR # 2)
16 PT WOOD GUARD RAIL - UNFINISHED.
22 NEW PT WOOD DECKING - UNFINSHED - OVER EXISTING FRAMING.
ORAKED
GABLE ROOF EDGE SEE DETAILS S"EET A-5 & 1/A-9.
1
PAINTED 1X4 CEMENT TRIM (COLOR #1)
1 % NOT USED
23 NEW PT - UNFINISHED - DECK FRAMING
G)( (� )
J
SEE EAVE DETAIL, SHEET A-6 AND DETAILS 7 98/A-9
,� 2
PAINTED DECORATIVE NON-FUNCTIONAL GABLE END VENT
(COLOR #1)
18 PAINTED FIBERGLASS DOORS. SEE SPECS ON SHEETS A-1
& A-4. (COLOR #1)
PRODUCT SPECIFICATIONS
1
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-0 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)
1
SIDING AND SOFFIT
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-10BC), 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 BRACKETS/ESCUTCHIONS, 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.
1 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 HANDLE,STAINLESS 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 GATES4
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 21/2" 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
ALL GATE LATCHES TO BE "Z LOKK", LEVER ACTION ADA CO P AN
BY D&D TECHNOLOGIES OR EQUAL (HARDWARE SOURCE.CO
ROOF CUPOLA & WEATHER VANE Bytom ��
By: /
PREMANUFACTURED PREFINISHED .032 ALUMINUM CLAD CUPOLA AS
SHOWN. CAMPBELLSVILLE INDUSTRIES MODEL RC-20B IN T
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 800-467-8135 OR 270465-8135 OR
msapp@cvilleindustries.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
1 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
0111 3' 6' 10' 15'
F
IONS:11-11-14
W COMMENTS
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ARCHITECT SEAL
�v�
O]PUireuill.;VATE:
10-13-14
PROJECT NO:
SCALE:
1 /41'=1'
SHEET NO:
A=4
OF 9 SHEETS
REVISIONS:
11-11-14
1 REVIEW COMMENTS
KEYED NOTES
OPREFINISHED
MANUFACTURED CUPOLA. SEESPECS SHEET A-4.
7
DRIP EDGE OVER 1X2 PT OVER PAINTED 2X8 WOOD FASCIA
OVER
SEE DETAILS, SHEETS A-6& A-8.
2X6 SUB -FASCIA (COLOR #1)
O
5-V CRIMP METAL ROOF. SEE SPECS SHEETN. SEE ROOFING
DETAILS, SHEET A-5 AND A-6 (CUPOLA)
HO
PAINTED (COLOR #1) VENTED CEMENT PANEL SOFFIT.
SEE 7 . NOTE: INTERIOR CEIING &CEILING TRIM
OVENTED
RIDGE. SEE DETAIL SHEET A-5. I
O
ALSO TO BE PAINTED COLOR #3.
TO BE
PAINTED (COLOR #1 -ALL EXPOSED SIDES) WOOD BEAM
4
O
ROOF TRANSITION. SEE DETAIL SHEET A-5.'
Q
PAMTED CEMENT SIDING (COLOR # 2)
j
O
i
RAKED GABLE ROOF EDGE SEE DETAILS SFEf Ab & 1/A-9.
11
O
PAINTED 1X4 CEMENT TRIM (COLOR #1)
O6
SEE EAVE DETAIL, SHEETA-5AND DETAILS'' &VA-9
' 2
PANTED DECORATIVE NON-FUNCTIONAL GABLE END VENT
(COLOR #1)
13 12" DIAMETER PT WOOD PILE -UNFINISHED
S1X7 VERTICAL PT WOOD STRIPS - UNFINISHED. SEE A-6.
15 DECORATIVE LIGHT FIXTURE. SEE A-3.
16 PT WOOD GUARD RAIL - UNFINISHED.
1 ALUMINUM GATE WITH ADA LATCH. SEE SPECS ON
17 SHEETS A-1 & A-4
18 PAINTED FIBERGLASS DOORS. SEE SPECS ON SHEETS A-1
& A-4. (COLOR #1)
NORTH ELEVATION
1 /4" = 1'-011
SOUTH ELEVATION
1 /4" = 1'-0"
19 SEALED CONCRETE FLOOR SLAB. SEE SPECS SHEET A-4.
ZQ PT FLOOR DECKING AND/OR FRAMING - UNFINISHED.
21 EXISTING DOCK FRAMING TO REMAIN.
22 NEW PT WOOD DECKING - UNFINSHED - OVER EXISTING FRAMING.
RIDGE VENT PRV4
WRIDGE CAP RC-6
FASTENER PER NOA SCHEDULE
1C-6 5-V CRIMP
_ F PANEL
OUTSIDE
CLOSURE
VENTED RIDGE DETAIL
5-V CRIMP
INSIDE PANEL
FASTENER PER CLOSURE
NOASCHEDULE
OUTSIDE
CLOSURE
FLASHING TFA
ROOFING TRANSITION DETAIL
5-V CRIMP
PANEL
FASTENER PER NOA SCHEDULE
INSIDE CLOSURE
1" MIN. -�
OVERHANG
DRIP EDGE
EF-1
BUM SEALANT TAPE
ENTIRE LENGTH OF EAVE
EAVE DETAIL
5-V CRIMP FASTENER PER
PANEL NOA SCHEDULE
F� L —
GR-4 -k
FASCIA BUTYL SEALANT TAPE
ENTIRE LENGTH OF GABLE
RAKED GABLE DETAIL
(ROOFING DETAILS
THIABOVE ROOFING DETAILS AND PRODUCT NUMBERS
ARIAS MANUFACTURED BY SEMCO SOUTHEAST METALS
(SE ROOFING SPECS ON SHEET A-4.) THE POLYGLASS
POVSTICK MTS SECONDARY ROOFING MEMBRANE
SPCIFIED IS NOT SHOWN IN THESE DETAILS AND IS TO
BE (STALLED PER ITS NOTICE OF ACCEPTANCE. SEE
SHET A-6 FOR FLASHING DETAIL AT THE CUPOLA.
By:
City of Sehastw:
Otis 3' 6' 10' 15'
MOEN
SCALE: 1/4" =1'
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ARCHITECT SEAL
DATE:
_ 10-13-14
gPROJECT NO:
SCALE:
1 /4" =1'
SHEET NO:
A=5
OF 9 SHEETS
REVISIONS:
11-11-14
REVIEW COMMENTS'
KEYED NOTES
(ALL MATERIALS IDENTIFIED ARE NEW URLESS NOTED /S E)ISTING)
O12' DIAMETER PILE
O2 EXISTING 6" DIAMETER VVOW PILE TO REMAIN. CJT TO CORRECT
HEIGHT FOR NEW WOOD FLOOR STRUCTURE BE>t]I
O4X12 PT WOOD FLOOR SUPPORT BEAM. SEE STIUC'TURAL DRAWINGS
O2X12 PT WOOD JOISTS. SEE STRUCTURAL DRAW%CGS
Or CONCRETE SLAB OVER 2X6 PT WOOD DECKIN"-v- SEE STRUCTURAL
DRAWINGS.
6 NEW 2X6 PT WOOD DECKING -SEE STRUCTURALDRAWNGS
FOR ATTACHMENT
Q2X12 PAINTED PT WOOD BEAM. SEE STRUCTURAL DRAWINGS.
SEE PAINT SPECS, SHEET A-4.
QPRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE STRUCTURAL
DRAWINGS FOR STRAPPING.
CEILING TO BE PAINTED 19/32" TREATED ROUGH SAWN PLYWOOD
W/8" O.C. GROOVES. ATTACH TO TRUSSES PER STRUCTURAL
DRAWINGS. INSTALL PAINTED 1X2 BATTENS USING STAINLESS
STEEL FINISH NAILS OVER ALL JOINTS AND NAIL LINES. WILL
RESULT IN A 2'X4' GRID. NOTE: HOLD TOP OF 12" PILES
314" DOWN TO ALLOW SHEATHING TO PASS THROUGH.
SEE PAINT SPECS, SHEET A-4.
1 Q PAINTED 1X2 PT WOOD TRIM AT FULL PERIMETER OF CEILING
11 LIGHT FIXTURE. SEE SHEET A-3
5-V CRIMP METAL ROOFING SYSTEM OVER PEEL & STICK BASE
12 SECONDARY ROOFING MEMBRANE OVER STRUCTURAL GRADE
PLYWOOD. SEE STRUCTURAL DRAWINGS FOR PLYWOOD. SEE
SHEET A-4 FOR ROOFING SPECS. SEE EXTERIOR ELEVATIONS
FOR ROOFING DETAILS.
NORTH / SOUTH BUILDING SECTION LOOKING EAST ZA
1 /2" = 1' -0" A-6
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
AND IN STRUCT. DRAWINGS. SEE SHEET A-4 FOR SIDING AND PAINT SPECS.
VERTICAL 1X4 PAINTED HARDIE TRIM BOTH SIDES OF OUTSIDE CORNERS.
0
42" HIGH WALL CONSTRUCTED AS SHOWN FOR CLOSET WALL IN
SECTION 1/A-9. (NO CONCRETE CURB REQUIRED). 4X4 PT WOOD
14
SEE ALSO SECTION B/A-7.
POST AT EACH END OF WALL ANCHORS TO 2X12 FLOOR JOISTS.
SEE SECTION B/A-7. CLOSE ENDS OF WALL WITH HARDIE TRIM.
15
1X1 PT VERTICAL STRIPS (UNPAINTED) ATTACHED TO ALL 12" DIAMETER
PILES TO HEIGHTS INSTALL WITH 6d STAINLESS STEEL FINISH
PROVIDE 1X4 VERTICAL HARDIE TRIM AT ALL 4 OUTSIDE CORNERS.
INSIDE SIDING TO BE HARDIE SIERRA 8. SEE SPECS, SHEET A-4.
SHOWN.
NAILS @ 12" O.C.
ALL SURFACES TO BE PAINTED. SEE SHEET A-4 FOR SIDING AND
PAINT SPECS.
16
EDGE OF CONCRETE SLAB. SEE DETAIL 3/A-9.
1x4 HARDIE TRIM BASE BOTH SIDES. INSTALL BOTTOM IN FULL BED
21
O
OF SEALANT. PROVIDE HARDIE WRAP PRO -FLASHING STRIP BEHIND
175
7
5
GUARDRAIL @ 42" AFF. 4X4 WOOD POSTS ATTACH TO DOUBLE
BASE. PROVIDE ALUMINUM 7 FLASHING AT TOP OF BASE.
1
O18
2X12 WOOD FLOOR JOISTS. SEE SECTION B/A-7.
ALUMINUM GATE WITH ADA LATCH, SEE A-1 FLOOR PLAN AND
22
SEE SHEET A-4 FOR SPECS.
lx2 HARDIE TRIM THIS SIDE ONLY. SEAL AT FULL PERIMETER.
SPECS ON SHEET A4.
23
2X8 PAINTED PT WOOD WALL CAP. SEAL AT FULL PERIMETER.
24 HI -LOW WATER FOUNTIAN. SEE SHEET A3.
25 EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN.
TYPICAL SYMBOL -SHOWN WITH SOLID FADED LINE
26 CUT TOP OF EXISTING PILE TO UNDERSIDE OF DECKING
27 PREMANUFACTURED CUPOLA TO BE INSTALLED PER
MANUFACTURER'S ENGINEERING DRAWINGS. SEE SPECS
ON SHEET A4.
t
I A
I
BY: I
City of Sebastian Bid
0' 1' 3' 6' 10'
SCALE: 1/2" =1'
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ARCHITECT SEAL
DATE:
10-13-14
PROJECT NO:
SCALE:
1 /2"' =1'
SHEET NO:
A=6
OF 9 SHEETS
REVISIONS:
REVIE11-11-14
W COMMENTS'
i
EAST /WEST BUILDING SECTION LOOKING SOUTH
KEYED NOTES
(ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXSTt4G)
O12" DIAMETER PILE
3
OEXISTING 6" DIAMETER WOOD PILE TO REMAIN. CUT CORRECT
HEIGHT FOR NEW WOOD FLOOR STRUCTURE BEAM
O4X12 PT WOOD FLOOR SUPPORT BEAM. SEE STRUCVRAL DRAWINGS
4 2X12 PT WOOD JOISTS. SEE STRUCTURAL DRAWIN(
O
O5 3" CONCRETE SLAB OVER 2X6' PT WOOD DECKING SEE STRUCTURAL
DRAWINGS.
ONEW 2X6 PT WOOD DECKING OVER NEW 2X8 PT WOOD .JOISTS
OVER NEW 2X10 PT VVOOD FRAN!NG TO CREATE NEif RArP.
SEE SECTION C/A-8 AND STRUCTURAL DRAWINGS
P
1 /2" =11.0"
O012 PAINTED PT WOOD BEAM. SEE STRUCTURAL DRAWINGS.
SEE PAINT SPECS, SHEET A-4.
OPRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE STRUCTU RAL
DRAWINGS FOR STRAPPING.
OCEILING TO BE PAINTED 19132" TREATED ROUGH SAWN PLYWOOD
W/8" O.C. GROOVES. ATTACH TO TRUSSES PER STRUCTURAL
DRAWINGS. INSTALL PAINTED 1X2 BATTENS USING STAINLESS
STEEL FINISH NAILS OVER ALL JOINTS AND NAIL LINES. WILL
RESULT IN A 2'X4' GRID. NOTE: HOLD TOP OF 12" PILES
3/4" DOWN TO ALLOW SHEATHING TO PASS THROUGH.
SEE PAINT SPECS, SHEET A4.
10 PAINTED 1X2 PT WOOD TRIM
11 LIGHT FIXTURE. SEE SHEET A-3
12 5-V CRIMP METAL ROOFING SYSTEM OVER PEEL & STICK BASE
SECONDARY ROOFING MEMBRANE OVER STRUCTURAL GRADE
PLYWOOD. SEE STRUCTURAL DRAWINGS FOR PLYWOOD. SEE
SHEET A-4 FOR ROOFING SPECS.
13 PAINTED HARDIE LAP SIDING OVER VAPOR BARRIER OVER PLYWOOD
OVER 2X6 PT WOOD STUDS. CONSTRUCT AS SHOWN IN SECTION 1/A-9
AND STRUCTURAL DRAWINGS. SEE A4 FOR SIDING AND PAINT SPECS.
14 VERTICAL 1X4 PAINTED HARDIE TRIM BOTH SIDES OF OUTSIDE CORNERS
SEE ALSO SECTION BIA-7.
S1X1 PT VERTICAL STRIPS (UNPAINTED) ATTACHED TO ALL 12" DIAMETER
PILES TO HEIGHTS SHOWN. INSTALL WITH 6d STAINLESS STEEL FINISH
NAILS @ 12" O.C.
16 EDGE OF CONCRETE SLAB. SEE DETAIL 3/A-9.
0GUARDRAIL @ 42" AFF. 04 WOOD POSTS ATTACH TO DOUBLE
2X12 WOOD FLOOR JOISTS. SEE SECTION B/A-7. NOTE: THESE
GUARDRAILS HAVE 2X6 VERTICAL RAILS INSTEAD OF 2X8'S SHOWN
IN DETAIL4/A-9. TYPICAL FOR GUARDRAIL AT ALL SIDES OF
1 PUBLIC AREA
18 ALUMINUM GATE WITH ADA LATCH. SEE A-1 FLOOR PLAN AND
SPECS ON SHEET A-4.
19 PAIR OF 3'-0" X 6'-8" DOORS. SEE FLOOR PLAN
Z2042" HIGH WALL CONSTRUCTED AS SHOWN FOR CLOSET WALL IN
SECTION 1/A-9. (NO CONCRETE CURB REQUIRED). 4X4 PT WOOD
POST AT EACH END OF WALL ANCHORS TO 2X12 FLOOR JOISTS.
SEE SECTION B/A-7. CLOSE ENDS OF WALL WITH HARDIE TRIM.
PROVIDE 1 X4 VERTICAL HARDIE TRIM AT ALL 4 OUTSIDE CORNERS.
ALL SURFACES TO BE PAINTED. SEE SHEET A-4 FOR SIDING AND
PAINT SPECS.
21 lx4 HARDIE TRIM BASE ALL SIDES. INSTALL IN FULL BED OF SEALANT.
PROVIDE HARDIE Z FLASHING AT TOP OF BASE. SEE SHEET A-4
FOR SPECS.
22 lx2 HARDIE TRIM THIS SIDE ONLY. SEAL AT FULL PERIMETER.
28 2X8 PAINTED PT WOOD WALL CAP. SEAL AT FULL PERIMETER.
24 HI -LOW WATER FOUNTIAN. SEE SHEET A-3.
25 EXISTING WOOD DECKING AND/OR FRAMNG TO REMAIN.
TYPICAL SYMBOL -SHOWN WITH SOLID FADED LINE
26 PREMANUFACTURED CUPOLA TO BE INSTALLED PER
MANUFACTURER'S ENGINEERING DRAWNGS. SEES PECS
ON SHEETA-4.
27 DECORATIVE (NON-FUNCTIONAL) GABLE END LOUVER.
SEE 2/A-9
2$ NEW 2X10 FRAMING. SEE STRUCTURAL DRAWN GS
By.
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ARCHITECT SEAL
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DATE:
10-13-14
PROJECT NO:
SCALE:
1 /2" =1'
SHEET NO:
A=7
OF 9 SHEETS
AL. BASE < BY C.I.
STEEPLE/CUPOUA TOWER
LEG <'S BY C.I.
ANCHOR BOLTS AS REQD.
BY C.I.
AL. ARCH. < BY C.1
FLAT SEAM METAU OR
RUBBER MEMBRANE ROOF
UNDER STEEPLE / CUPOUA
BASE BY G.CJOTHERS
FLASHING Ik
NOTE:
ALTERNATE ANCHOR DTU. FOR SLATE,
CONCRETE TILE, ASBESTOS, WOOD,
OR STANDING SEAM METAL ROOFS
OTHER THAN ASPHAUTOR
FIBERGUAS SHINGLE ROOFS.
G.C./OTHERS PROVIDE ADDED
REINFORCEMENTTO RAFTERS
UNDER STEEPUE / CUPOLA
BASE AS REQD.
ASPHALT OR FIBERGLASS
SHINGLES OVER FEUT, PUYWD.
DECK AND WD. RAFTERS OR
TRUSSES BY G.C./OTHERS —�
* NOTES:
• ALL DIMENSIONS PENDING STEEPLE/
CUPOLA DESIGN SELECTED.
• RECOMMENDED FOR STEEPLES/
CUPOLAS UP TO 40'-0" H.
• AREA UNDER STEEPUE/CUPOLA
TO BE MADE COMPLETELY WATER-
PROOF PRIOR TO INSTALLATION
RIDGE
AU. ARCH. <'S BY C.I.
THRU BOUTS AS REO'D.
BY C.I.
STEEPLE/CUPOLA TOWER LEG
<'S BY C.I.
2X WD. RAFTERS !TRUSSES
AS REQD. BY G.CJOTHERS-SIZE
DETERMINED BY G.CJOTHERS
ALL BASE <BYC.I.
TRIPLE 2X WD. BLOCKING W/A
CONTINUOUS 2 X 6 FLAT UNUE / 1 NEATH BY G.CJOTHERS-
CORRECT BLOCKING LAYOUT
TO BE SHOWN ON STEEPLE /
CUPOLA SHOP DRAWNGS
-—G.CJOTHERS PROVIDEA
uL
WATERPROOF ROOF DECK
_
UNDER STEEPLE PRIOR TO
INSTALIATION
PLAN @ BASE
SCAUE: NONE
NOTE:
ANY PORTION OF
2" MIN.
STEEPLEAA)POIA
NOTE:
EXCEEIMG 11' 1o^
TOP OF FINISHED RAISED DECK MUST BE 1/7 HK�'IER
TO BE E F R
MOVABLE
THAN TOP OF STANDING SEAMS OR RIDGE CAP
TA
TP.AltSPCP.TATgN
G.C./OTHERS PROVIDE A2" MIN.
RAISED DECK UNDER STEEPLE/
CUPOLA BASE W/ A WATERPROOF
ROOF ON TOP
* O.S.M. BASE < BY C.I. (DIMENSION PENDING) AL APCI? <$ EYC.I. `t
AU. GU STEEPLECL'PaA TOWER US
PLATE,( BY C.I. � S
BY C.1 I
�AL B+E <EI YC
RIDGE
STL. BACK-UP eS BY C.I.
TYP. ANCHOR DETAIL
SCALE! NONE
TYPE "C-3" ANCHOR
TRIFLE 2X WC_ BLOCKING W/ A
CflhTN OU'S 2 X 6 FLAT UNDER
INSATH BY G C/OTHERS
�TPP.0 BOLTS AS REQD. BY C.I.
SEAL XPOLN'n BOLTS
2X YtC. RAFTERS / TRUSSES
—AS PECD. EY G.C./OTHERS - SC
GETEFS� %--EL BY G.C./OTHERS
\ 12
PENDING
DATE: 12-1-2006
Campbellsvil
Industries, InE.
PC 8=2781440 Taylor Blvd
CrvitellsvBle, Ky 42718 1
CUPOLA MOUNTING DETAIL ^F r
THIS DETAIL HAS BEEN PROVIDE BY THE CUPOLA MANUFACTURER SPECIFIED, -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.
■ V l■■ ■■ V i� ■ 19 IL. r up
12" DIAMETER PILE
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.
42" HIGH GUARDRAIL INSTALLED AT AREA OF EXISTING
WOOD DOCK. THE 4X4 PT WOOD POST ATTACHES TO THE
FACE OF THE EXISTING WOOD JOIST BELOW
EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN,
TYPICAL SYMBOL -SHOWN WITH SOLID FADED LINE
EXISTING 6" DIAMETER WOOD PILE TO REMAIN
EXISTING DECKING AND/OR WOOD FRAMING TO BE REMOVED.
TYPICAL SYMBOL - SHOWN WITH DASHED FADED LINE.
23'-5" EXISTING RAMP
----------------
_---------�—
6 6 ICI
T-1
5
EXISTING CONDITIONS
AT HDCP RAMP
one
W
12
KEYED NOTES
(ALL MATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING)
1 NEW 2X6 PT DECKING OVER NEW W PT JOISTS AND
PT FRAMING. SEE STRUCTURAL DRAWINGS.
RIPPED 2X1TS @ 16" O.C. SEE STRUCTURAL DRAWINGS
O2X10
7
NOTE: DECKING TO BE INSTALLED WITHOUT ANY
12
O
FOR ATTACHMENT TO JOISTS BELOW
GAPS BETWEEN BOARDS ALONG LENGTH OF RAMP.
S
2X8 PT ATTACHD TO ADJACENT JOIST
$
O
EDGE OF CONCRETE BUILDING SLAB
2X6 PT DECKING. SEE STRUCTURAL DRAWINGS FOR TYPICAL
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
RUN DECKING PARALLEL WITH SLOPE HERE
ELSEWHERE. SEE DETAIL 3/A-9.
S
2X10 PT WOOD JOISTS 16" O.C.. SEE STRUCTURAL DRAWINGS
16
4X4 PT WHEEL GUARD. SEE STRUCTURAL DRAWINGS FOR
ATTACHMENT
S4X12
WOOD BEAM. SEE STRUCTURAL DRAWINGS
n@�)
ALUMINUM GATE THRU-BOLTED TO EXISTING DOCK FRAMING
BELOW. BOLTS TO BE 318" DIA. STAINLESS STEEL.
SEE FLOOR PLAN, SHEET A-1
item-41
Ifr I
813TYPICAL OF (4)
1 112" DIAMETER RAMP HANDRAIL AT 34" MIN. TO 38" MAX.
O18
ABOVE LINE OF FINISHED DECK. SEE DETAIL S/A-9 FOR MORE
NOTE HANDRAIL IS BOTH
INFORMATION. THAT REQUIRED ON
SIDES OF RAMP. SEE ALSO SECTION B/A-7. RAILING MUST
EXTEND 18"MINIMUM BEYOND BOTH ENDS OF RAMP AND
RETURN BACK TO 4X4 POST AT TOP END AND 2X2 PICKETS AT
BOTTOM.
19
NEW 2X6 PT WOOD DECKING OVER EXISTING FRAMING
4
0' 1' 3' 6' 10'
SCALE: 1/2" =1'
F
EVISIONS:11-11-14
REVIEW COMMENTS
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DATE:
10-13-14
PROJECT NO:
SCALE:
112" =1'
SHEET NO:
A=8
OF 9 SHEETS
STORAGE
CLOSET -9
2 1'-1 112" 2 "
n
BENCH 1^0
TWO REQUIRED. SEE CML A-9
DRAWINGS FOR BENCHES
REQUIRED ON SHORE
GABLE END
Lwa
d6l
7'
R
SLAB EDGE 3
GUARDRAIL
ROOFEDGE
KEYED NOTES
(ALIIIATERIALS IDENTIFIED ARE NEW UNLESS NOTED AS EXISTING)
C
12" DIAMETER PILE O PAINTED JAMES HARDIE LAP SIDING OVER VAPOR BARRIER O ATTACH 1R" HALF -ROUND TO TOP OF FORM BOARD TO
12 OVER 5/8" THICK 5-PLY APA RATED PLYWOOD SHEATHING 23 CREATE DRIP ON UNDERSIDE OF SLAB EDGE
EXISTING 6" DIAMETER VPILE TO REMAIN. CUT TOP AS OVER WOOD STUDS @ 16" O.C. INSTALL LAP SIDING
VOOA
IN STRICT CONFORMANCE WITH MIAMI-DADE NOTICE OF
2 REQUIRED FOR NEW USE ACCEPTANCE (NOA) NO. 13-0311.07. (EXPIRES 511/17) INSTALL 24 USE SULLNOSE TROWEL ON FULL PERIMETER OF SLAB
PLYWOOD PER STRUCTURAL DRAWINGS. SEE SHEET A-4
C412 WOOD BEAM. SEE STRUCTURAL DRAWINGS FOR PAINT AND SIDING SPECS. 25 CONTINUOUS 2X8 PT HORIZONTAL SEE STRUCTURAL DRAWINGS
O SEAL SIDING TO BEAM, SOFFIT AND TO TRIM AT ENDS FOR ATTACHMENT
13 SEE SHEET A-4 FOR SPECS.. SEE SECTION B/A-7 FOR TRIMS.
C 2X12 PT WOOD JOISTS. SEE gfiRUCTURAL DRAWINGS CONTINUOUS 2X8 PT. SEE STRUCTURAL DRAWINGS FOR
HARDIE LAP SIDING STARTER STRIP OVER HARDIE WRAP PRO 26 ATTACHMENT
3-CONCRETE SLAB CVM 2Y; PT WOOD DECKING. 14 FLASHING STRIP OVER PREFINISHED WHITE ALUMINUM DRIP EDGE.
C SEE STRUCTURAL DcZAV? 1GS. TYPL2X2 PICKETS @ 5" O.C. (MUST PROHIBIT THE PASSAGE OF A
31/2" HIGH X 8"VIDE Rk-TTZ CONCRETE CURB UNDER S
BUT SO SLAB EDGE AS SHOWN IN DETAIL 3, THIS SHEET 27 4" DIAMETER SPHERE.) SEE STRUCTURAL DRAWINGS
6 CLOSET WALL ALL Sr-> & � NOT EXTEND UNDER DOORS) BUT SLOPE TOP OF SLAB AWAY FROM CURB FOR ATTACHMENT
SEE STRUCTURAL DRJtri*WS'g FOR REINFORCING RE 'D.
� Q 16 SEE STRUCTURAL DRAWINGS FOR BLOCKING REQ'D. 28 4x4 PT WOOD POSTS FOR GUARDRAIL LOCATED AT EXISTING
C�t2" CDX PLYWOOD N"tPANTED) OVER 2X6 PT STUD WALL FRAMING DECK TO REMAIN. ATTACH TO EXISTING FRAMING
E 16" O.C. ATTACH P,-Y'M:Gp PER STRUCTURAL DRAWINGS
17 lX4 PAINTED HARDIE TRIM EXISTING WOOD DECKING AND/OR FRAMING TO REMAIN.
NOT USED 29 TYPICAL SYMBOL -SHOWN WITH SOLID FADED LINE
O18 1X2 PAINTED PT TRIM
30 NEW 6" DIAMETER PILE ATTACHED TO EXISTING PILE. SEE
O NOT USED � O PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE STRUCTURAL STRUCTURAL DRAWINGS
19 DRAWINGS FOR STRAPPING AND BRACING.
31 CUT TOP OF EXISTING PILE TO UNDERSIDE OF GUARDRAIL TOP
POOF & OVERHANG TO BE It DECORATIVE NON-FUNCTIONAL GABLE END LOUVER. PROVIDE
SHOWN IN DETAIL 7, THIS SHEET. 2O FLASHING AT TOP. FYPON 24x30 POLYURETHANE. (1 OF 2) 1 1 1/2" DIAMETER PIPE HANDRAIL FOR RAMP. FOLLOW SLOPE
r CEILING TO BE PAlISll? " TREATED ROUGH SAWN PLYWOOD SOLD AT HOME DEPOT 32
4'"ED OF RAMP AND EXTEND 18" MINIMUM HORIZONTALLY AT TOP AND
vn,, O.C. GROOVES. RTTA04 tO TRUSSES PER STRUCTURAL BOTTOM OF RAMP RUN. RETURN ENDS TO ADJACENT POST,
CRAWINGS. INSTALL PnW-%-'n 1X2 BATTENS USING STAINLESS 21 2X4 PAINTED PT WOOD. SEE STRUCTURAL DRAWINGS PILE OR OTHER FRAMING. PROVIDE 1 1/2" CLEARANCE
STEEL FINISH NAILS C`'T72 Alt JOINTS AND NAIL LINES. WILL BETWEEN HANDRAIL AND ADJACENT FRAMING. PROVIDE
F'fSULT IN A 2'X4' GRD_ 1P':; HOLD TOP OF 12" PILES NOT USED STAINLESS STEEL SUPPORT BRACKET AT EACH POST / PILE.
S4" DOWN TO ALLOW St THING TO PASS THROUGH. 22 BRACKET TO PROVIDE 1 1/2" CLEARANCE UNDERSIDE OF
SEE PAINT SPECS, SHEET A-4 HANDRAIL SEE HANDRAIL PIPE SPECS, SHEET A-4
GUARDRAIL 5
31
I I
33 2X12 PT GUARDRAIL TOP
G2X8 PT ATTACHED TO GUARDRAIL MEMBERS BEYOND.
35 2X8 GUARDRAIL MEMBER BEYOND
36 2X6 PT WOOD PERIMETER BAND
87 2X6 PT WOOD FRAMING @ 24" O.C.
88 2X6 PT SEAT DECKING @ 6" O.C.
39 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.
42 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
31 �1 j
I 1
I I
(25� 1 i
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
!�$ NEW 2X6 PT DECKING RUNNING PARALLEL TO RAMP SLOPE.
O49 INSERT NEW 2X6 & 2X8 FRAMING. ATTACH TO EXISTING 2X6
FRAMING WITH JOIST HANGERS EACH END
50 PT WOOD MISC. FRAMING
alp
, C
By:
City of SobasaLam EaUdtng Depnrttnont
01 611 1 , 21 51
SCALE: 3/4" = V- 0"
REVISIONS:
11-11-14
1 REVIEW COMMENTS
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UCIL
ARCHITECT SEAL
DATE:
10-13-14
PROJECT NO:
SCALE:
3/4" =1'
SHEET NO:
AM
OF 9 SHEETS
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