HomeMy WebLinkAbout4826 Airport RdEly
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WALL SCHEDULE
STEEL PERLIN WALL WITH
STEEL EXTERIOR SIDING
2X4 WOOD STUD WALL
EXISTING BUILDING DATA:
SQUARE FOOTAGE TABULATION
OFFICE SPACE
103
STORAGE
815
RESTROOMS
6e
WAREHOUSE
5132
COVERED
ENTRY
155
COVERED TRUCK
PARKING
1015
TOTAL 8609
OCCUPANCY: MIXED
BUSINESS GROUP B
STORAGE GROUP 6-2
CONSTRUCTION TYPE. V
NON SPRINKLED
OCCUPANCY LOAD
WAREHOUSE 5132/500 • 12 PEOPLE
OFFICE AND
RESTROOM 111/100 • 8 PEOPLE
STORAGE 815/300 • 3 PEOPLE
ENTRY AND
COVERED PARKING N/A
TOTAL OCCUPANCY LOAD . 23 PEOPLE
C
d9' In" 2.411
AS BUILT FLOOR PLAN 311ro" = V O"
Please be advised this review of plans submitted is a
gory review to assist the contractor in compliance with
epplicablo fire safety codes. This review is not intended
io be a final approval of the submitted plans. It is the
cOnVWtor's sole mWnsibility to ensure that the plans are in
oon>piete compliance with all applicable NFPA codes and
local ordinances. In the event that further examination or
site inspection reveals areas of non-compliance, it shall be
the contractor's sole tlesponsibility, at their sole expense to
brkV those areas in compliance. The City assumes no
Fesponsb ity for the contractor's failure to be in compliance
wOh all applicable NFPA Codes and local ordinwoes,
OUBMITTEt,1 LAN(S) AVE EEN RRViEWED
BY ZEPHYRHILLS'T AL'S ICE
Date:
-wiewer:
SIC-
XR4
`
, r EWDAr
k,/ CITY OF ZEPHYRHILLS �
-PLANS S
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L)Ds`r' P.r
FLOreIDA LICFNESE N1 o- . ER 31'1`36
I HERBY CERTIFY THAT I WESE PLANS ANC SPECIFICATIO NS
WERE PREPARED e�,r ME p. UNDER MY G1REvT SUPERVISION
ARE IN COMPLIANCE WITH-H4APTER !:o, SECTION 1609 O F THE
FLORIDA BUILDING, CODE' 2001 FOR IPO MPH (3 SECOND GUST)
WIND ZONE - 100 MPH i^ASTEOT Ot EED .AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 200E SUPPLEMENTS
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EXISTING TRUCK PARKING AREA
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0ELEVATION CUT OPENING IN EXISTING BLOCK WALL
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- - AND INSTALL NEW FIXED GLASS WINDOW.
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- - INSTALL LINTEL ABOVE OPENING
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EXISTING
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EXISTING (5)RISERS . 6" TO LOADING DOCK - -
-
EXISTING WAREHOUSE
o, o"
FLOOR ELEVATION
-
WALL SCHEDULE
8" BLOCK WALL
T.
STEEL PERLIN WALL WITH
STEEL EXTERIOR SIDING,
2X4 WOOD STUD WALL
REVISED BUILDING DATA:
SQUARE FOOTAGE TABULATION
OCCUPANCY: MIXED
BUSINESS GROUP 15
OFFICE SPACE
l86
STORAGE GROUP 6-2
STORAGE
69
RESTROOMS
135
CONSTRUCTION TYPE: V
WAREHOUSE
6389
NON SPRINKLED
COVERED TRUCK
PARKING
1015
OCCUPANCY LOAD
WAREHOUSE 6389/500 • 13 PEOPLE
TOTAL
5545
OFFICE AND
RESTROOM 921/100 ■ 10 PEOPLE
STORAGE 69/300 - I PEOPLE
ENTRY AND
COVERED PARKING N/A
TOTAL OCCUPANCY LOAD - 24 PEOPLE
NEW
"19' 10"
EXISTING RAISED LOADING DOCK
FLOOR ELEVATION
OIL
DEMO NOTES:
(A) CUT FRONT !WEST) BLOCK WALL DOWN TO BE FLUSH
WITH LOADING DOCK FINISH FLOOR.
(Es) REMOVE EXISTING STAIRS AND CONCRETE FILL AREA
WHEN POURING NEW LOADING DOCK AREA
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4' 0" 8' O 4' 0" 8l O" 4-0". 8' O
31 Q
ADD ON CANTILEVER ROOF AREA
EXISTING BLOCK WALL LINE
TWAT WAS REMOVED. GRIND
FLOOR IF NEEDED IN THIS AREA
4' 0"
CONNECT NEW FIXTURES INTO EXISTING
SANITARY LINES. CUT SLAB AS NEEDED. 3030 s030y
AREAS AND ��Oc6$,
TERMITE TREAT DISTURBED
COVER WITH 6 MILL VISQUEEN AND PATCH
WITH 3000 PSI CONCRETE
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FORMED AND POURED 12" CONCRETE I / in
YWALL
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STEPS WITH (5) RISERS s 6" TO LOADING I r
%
DOCK. LOCATION OF STAIRS MAY VARY ~
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NEW RAISED LOADING DOCK
- -
- FORMED AND POURED 12"
CONCRETE STEPS WITH (5)
2 6
FLOOR ELEVATION RISERS + T TO LANDING.
_ - CUT OPENING IN EXISTING 15LOOK WALL
AND INSTALL METAL DOOR AND FRAME
INSTALL LINTEL ABOVE OPENING
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8'011X8'0" O.H. DOOR , - - S'O1'X8'0" O.H. DOOR 6'O"X5'O" O.H. DOOR , 8b"X8'O" O.H. DOOR - - - - - _ - - 8'O"XB'O" O.N. DOOR -
8 0" 4' 0" a' O" 4' 0" 8' O" 4' O" D" 4' 0" e' 0" 4' 0" 4, 0"
ADD ON CANTILEVER ROOF AREA ADD ON CANTILEVER ROOF AREA
100,011
REVISED FLOOR FLAN 3I1(011 1' oil
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
s
FLORIDA ucc-NsE NUMBER 31296
HERBY CERTIF THAT THESE PLANS AMC) SPECIFICATIO NS
WERE PRE'AR-e.V '3Y ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE XITH C<444,PTER ib, SECTION 1609 O F THE
FLORIDA BU11..DING t30?DE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
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ARKAY * 13 -
LOADING DOCK FINISH FLOOR
MAIN BUILDING FINISH FLOOR
GENERAL NOTES:
THIS RENOVATIONS HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
AND 2009 SUPPLEMENTS
ARKAY ENGINEERING INC, A REGISTERED LICENSED, MO RIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALY 818" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD INGS SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS
FLOORS,
LIVE LOADS - 40 P.S.F.
DEAD LOADS - 10 P.S.F.
BLAB,
LIVE LOADS - 50 P.B.F.
DEAD LOADS - 10 P.S.F.
WIND DESIGN ASSUMPTIONS.
COMPLIES WITH SECTION 160E FBC
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR - LO
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE NT - LO
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT • + / - 0 .18
SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF
2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.S,F. FOUNDATION LOADING
ARKAY ENGINEERING INC, A. REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY, DESIGNED THESE FOUNDATION$ W ITHOUT VISITING THE CONSTRUCTION
SITE NOR PERFORMING ANY SOIL TESTING
ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT
THE BUILDING LOADS
FOUNDATION 4 SLAB - ON- GRADE NOTES :
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAC) AR EA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.:$.F, FOUNDATION LOADING. BLAB
$$H�ApLL�BREM TPLLAC�E�gOVER
p Agp6��MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
CONCRETE UTILPIZED IN THE FOUNDATION AND SLABS "A LL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE
WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR
o5 REBAR, 30" FOR o6 REBAR 4 35" FOR 01 REBAR
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGH T OF 4 COURSES ( AFTER
FINALSITE GRADING) THE CONTRACTOR BUILDING OW SHALL DETERMINE THE
RAC OR OR NER
EXACT STEMWALL HEIGHT BABE UPON 817E CONDITIONS P RIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS
MASONRY WALLS:
CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE MINIMUM F'M OF 1500 PAJ.
MORTAR SHALL CONFORM TO ABTMC -210 AND SHALL BE E ITHER TYPE M OR 8
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE
WITH A6TMA-615. LAP SPLICES WHERE REQUIRED $4AL1 BE A MINIMUM OF 25" FOR 05 REBAR
30" FOR 06 REBAR AND 35" FOR 01 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH of
2000 P.S.I. ( WHEN TESTED PER ASTM C-1019 )
PROVIDE CLEAN OUT OPENINGS ( 12 So. IN, ) IN CELL S CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
TIMBER MATERIALS:
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATER ,POST , STUDS PACKS AND BEAMS
SHALL BE 02 YELLOW PINE (OR BETTER)
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD E ACH SIDE,
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION,
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REG16TERE D TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR
USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE
SHALL STATE, (PER FBC)
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN
TERMITES, THE TREATMENT 18 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICES
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AF TER ALL EXCAVATION
BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC)
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED
INCLUDING ANY BOX OR FORMED AREAS ( PER FBC)
BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANC E OF THE SOIL AFTER THE
INITIAL TREATMENT ( PER FBC)
A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
BE REQUIRED (PER FBC)
ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL 8 ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC)
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
VERTICAL BARRIER 18 APPLIED, SHALL BE RETREATED (PER FBC)
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDING
SIDE WALLS (PER FBC)
AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM
BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOS E CONTAINING MATERIALS
PER (FBC)
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONSf PAINT AND DECORATIVE
CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" T O ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFESTATIONS (PER FBC)
EXTERIOR WINDOWS 4 DOORS:
ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
ANSI/AMMA/NWWOA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES $HALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING S UBBTRATE
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
ELECTRICAL, PLUMBING, 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003 (2) (I) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DORESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, WITHIN 6' FE ET OF SINKS
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N. E,C,
SAFETY GLAZING,
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
GLAZING
(U GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS
ASSEMBLIES
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS AND 8 4OWERS, GLAZING IN ANY P ORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60" ABOVE THE DRAIN INLET
(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24" RAO IU8 OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 6 0" ABOVE THE FINISH FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NFL OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT M EETS ALL OF THE FOLLOWING
(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 9 $Q. FT,
(B) BOTTOM EDGE LESS THAN 1S" ABOVE THE FLOOR
(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
OF THE PLANE OF THE GLAZING
NEW WEST ELEVATION 3/16" = 11 O"
BLOCK WALL BEYOND OF
OFFICE AREA WITH OPENING
CHANGES
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TOP OF BLOCK WALL o LOADING DOCK
LOAOING DOCK FINISH FLOOR
fLDING
NEW NORTH ELEVATION 3/16" = V O"
12
_ VERIFY� 1
.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ...
.. ... .. ... .. ... ... .. ... ... .. 0.. ..
. .. . .. .. ..
OA ING K FINISH F O L .. .. .. . D DOG LO R - ...
.... ... .. ... .. ... .. ... .. ... I'.'..'.'..'.'..�...
MAIN BUILDING. FINISH FLOOR I.
NEW SOUTH ELEVATION 3/1611 = 11 0
11
ARKAY ENGINEERING INC,
STRUCTURAL ENGINEERS
a
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RIC1 ARD t . GIDDEY PIE,
FLORIDA OCENIAE NUMBI="R 31296
I HERBY CERTIFY THAT THESE PLANA- AND SPECIFICATIO NS
WERE PREPARE BY t-tv OR UNDER m)- DIRECT SUPERVISION
ARE IN COMPLIANCE WITH rMAP?! R 16, SECTION I&OS O F THE
FLORIDA BUILDING COl : 20 1 FOR 120 MPH (3 SECOND GUST)
UJIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
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3 OF
ARRAY 0 1382-�
54" MIN TOILET 18" MIN 18" MIN 24" MIN
LD HOLDER
NOL.DER
1 42" MIN
77 LAY
if M
71cp M CLEAR FLOOR
SPACE
HANDICAP TOILET DETAIL ---------------
60" MIN
GRAS BARS
A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES
FROM AND PARALLEL TO THE FINISHED FLOOR, MEASURED
VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF
NOT MORE THAN 1/2 INCH AND:
I. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES
2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN
THE RAIL AND THE WALL
3, SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND
A LOAD OF NOT LEW THAN 250 LBS APPLIED AT ANY POINT.
DOWNWARD OR HORIZONTALLY.
4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTI RE
LENGTH.
SPECIAL NOTES GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS
ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF
THE LAW WI4ETHER CENTER SUPPORTS EXIST OR NOT.
S. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED
AT THE LEADING EDGE OF THE WATER CLOSET.
------------------
6" MAX. -------
TOE CLEARANCE r1l,
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III' MAX LAV DEPTH 8" MIN KNEE CLEARANCE
HANDICAP SINK DETAIL
SINK
I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM
NO HIGHER THAN 34N FROM THE FINISH FLOOR. EACH
SINK SHALL BE MIN@MUM OF Fs 1/2" DEEP,
2, CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 52" BY v FINISH INSIDE DIMENSIONS ADJACENT TO
THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL
ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL
EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY
OR SINK
RIOR STAIR DETAIL
k loo' o"
FOUNDATION FLAN 3/1t0 011
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
fts-
.
. —HAS* D L. KIDDEY" P.E.
FLORIDA ur-Ewwz: NUM£5>:2 3ivuo
I HERBY CERTIFY T14AT THESr- ',=LANE+ AND SPECIFICATIO NO
WERE PREPAREI> EBY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE
FLORIDA BUILDING, CODE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FA6TEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
by
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1/2" GYPSUM BOARD
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ON EACH SIDE OF STUD
2X4 •2 SPRUCE STUDS m W' OC
WITH -II INSULATION REQUIRED IN
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2X4 P.T. BOTTOM PLATE ATTACHED
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2X4 P.T. BOTTOM PLATE ATTACHED
TAP CONS 24" OC
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TAP CONS 24" OC
RESTROOM WALL SECTION DETAIL
TYPICAL WOOD STUD WALL DETAIL NOT TO SCALE
NOT TO SCALE
ELECTRICAL LEGEND
STANDARD QUAD 100 VOLT TELEPHONE/DATA LINE WALL MOUNT 65 WATT
SWITCH RECEPTACLE EXTERIOR LIGHT FIXTURE
T"( EXIT
3 WAY DUPLEX 100 VOLT EXIT/EMERGENCY LIGHT EMERGENCY LIGHT
SWITCH RECEPTACLE COMBO UNIT WITH BATTERY UNIT WITH BATTERY
BACK UP BACK UP
2'X4' WRAPPED CEILING MOUNT 80 CFM BATH FAN
4 LAMP 40 WATT FLUORESCENT VENTED THRU WALL
LIGHT FIXTURE OF BUILDING
ELECTRICAL / LIFE SAFETY PLAN 311ro11 11 011
ARKAY ENGINEERING INC.
STRUC RAL ENGINEERS
RUCHARD L. K1'I;JDEY P,E,
FLORIDA L'.CENSE NUMBER 312S6
1 HERBY CERT;t1=Y THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARCD 131 ME O.P. Utn'DER MY DIRECT SUPERVISION
ARE IN COMPL'.ANCE WITS! CF4APTER 16, SECTION I6OS O F THE
FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 200E SUPPLEMENTS
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ROOF PERLINS PER STEEL
BUILDING MANUFACTURE
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8" STEEL TRACK ATTACHED TO ROOF
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MANUFACTURE TO ATTACH TO EXISTING
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CAP AREA AT LANDING
LAY BLOCK FOR STAIRS AND ALLOW
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EXTERIOR STAIR SECTION DETAIL
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12' 6" CLEAR SPAN (MAX)
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SUPERIMPOSED LIVE LOAD 133 PSF
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
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RlCHARD L.. K DDT'!' = ,M
FLORiOA LICENSE NUMBER 3-1296
I HERBY CERTIFY T,4AT TWTAE PLANS AND SP£CIFICATIO NS
WERE PREPARED BY. ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CWAPTEP. 16, SECTION WOOS O F THE
FLORIDA BUILDING CCDE 2oo-i FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
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