HomeMy WebLinkAbout38108 15th AveRENOVATIONS FOR NEW LOCATION
MEALS ON WHEELS PASCO COUNTRY
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNEC TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
6TH EDITION
T L HANSON & ASSCCIA.TES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL
ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOOR:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD - 20 P.S.F.
DEAD LOAD - 10 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
BUILDING CODE 6TH ADDITION SECTION 1609
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/_ 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
SOIL BEARING & COMPACTION
COMPONENT & CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.31-47.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIE I°LE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
T L HANSON & ASSOCIATES INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING F..-,!S RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE i REATMv ::NT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
BUILDING DATA:
USE AND OCCUPANCY: MIXED
BUSINESS GROUP B 4117 SQ. FT.
ASSEMBLEY A-2 FUTURE 2169 SQ. FT.
TOTAL AREA
6286 SQ. FT.
NO ADDITIONAL AREA ADDED TO BUILDING
INTERIOR RENOVATIONS ONLY
TYPE CONSTRUCTION: VB
FIRE PROTECTION: NON SPRINKLED
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS 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 & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, -FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
PLUMBING PEF2017 FLORIDA BUILDING CODE
PLUMBING 6TH EDITION CHAPTER 4, TABLE 403.1.
_- D E S I G N S I N C
BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077 FAX 352-567-2070
38120 15TH AVE
ZEPHYRHILLS, FLORIDA
SITE LOCATION MAP JOB SITE
6TH EDITION FLORIDA FIRE PREVENTION
6TH EDITION 2017 FLORIDA BUILDING CODE
6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE
6TH EDITION 2017 FLORIDA ENERGY CONSERVATION CODE
6TH EDITION 2017 FLORIDA MECHANICAL CODE
6TH EDITION 2017 FLORIDA PLUMBING CODE
2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)
2014 NATIONAL ELECTRICAL CODE (NFPA 70)
CONTRACTOR TO PROVIDE TACTICAL SIGNS AS PER NFPA 1:14.14.1.3
CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF
ROOF CONSTRUCTION PER FAC 69A-3/012 (6)
BUILDING HAS WOOD ROOF SYSTEM
LIGHT FRAME CONSTRUCTION SIGN REQUIRED
CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1:18.2.2.1
RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL
RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL
MINIMUM 60" ABOVE FINISH FLOOR
INTERIOR FINISHES
TABLE 803.11
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY"
SPRINKLERED'
NONSPRINKLERED
GROUP
Inferior exit stairways and ramps.
and exit passageways" °
Corridors and
enclosure for exit
access stairways
and ramps
Rooms and
i enclosed
I spaces`
Interior exit stairways and
rampsand eways, o
passageways'
Corridors and
enclosure for exit
access s mrp'says
and ram s
Rooms and
enclosed
spaces`
A-1 & A-2
B
---Cq
B
C
A
Ad
B°
A-Y, A-4, A->
.a
B, H. NI, R-I
B
C
C
A
B
C
F
C
C
C
B
C
C
H
B
B
Cr
A
A
B
I -I
B
C
C
A
B
B
I--2
B
B
B"'
I A
A
B
I-3
A
Al
C
A
A
B
I-4
B
B
B" '
A
A
B
I
R-2
C:
C
C
B
B
C
R-�
C
C
C
C
C
C
s
C
C
C
B
B
C
IJ
No restrictions
No restrictions j
For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929m-.
a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby
where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.13:1.
b. In other than Group 1-3 occupancies in buildings less that. three stories above made plane, Class B interior finish for nonsprinldered buildings and Class C
interior finish for sprindlered bulldings.shall be permitted in interior exit stairways and ramps.
c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions_ Where afire -resistance rating is required for structural
elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the
rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed space,, the specific occupancy
thereof shall be the governing factor regardless of the group classification of the building or structure.
d. Lobby areas in Group A-1. A-2 and A-3 occupancies shall not be less than Class B materials.
e_ Clatis C interior finish materials shall be permitted in places ofassembly with an occupant load of 300 persons or less.
f. For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.
g. Class B matc
h. Class C inter
i. Chrss C inter
; Class B naau to finished floor in corridors and exit access stairways and
tamps.
k. Finish mater
L. Applies he .3.1.1 or 903.3.1.2.
RYMAN CONSTRUCTION INC
36413 STR RD 54
ZEPHYRHILLS, FL 33541
OFFICE 813-782-0825
PLAN INDEX:
SHEET B 1 : EXISTING BUILDING FLOOR PLAN
SHEET B 2: DEMOLITION BUILDING FLOOR PLAN
SHEET B 3: PROPOSED BUILDING FLOOR PLAN
DOOR SCHEDULE
CUT DOOR OPENING DETAIL
INTERIOR WOOD WALL DETAIL
WOOD FIRE WALL DETAIL
SHEET E1 : EXISTING ELECTRICAL DRAWINGS
SHEET E2 : PROPOSED ELECTRICAL DRAWINGS
SHEET M1 : MECHANICAL DRAWINGS
SHEET P1 : PLUMBING DRAWINGS
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(352) 521-5540
T. L. H,4N&ON
4 ,4550CIATES/ INC;,
CO141SULTING ENGINEERS
EN&INEERING; 5U6INE88 NO. E55030
Post Office Box 1-728
Dade City, Florida 33526
THOMA5 L. HAN50N, PE 35654
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a A'dIFL 33526
1 HERBY CER NS AND SPECIFICATIONS
WERE PREPARED, DER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 1
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
FOR 139 MPH WIND ZONE RISK CATEGORY II
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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2. REMOVE ALL EXISTING SURFACE MOUNT LIGHTS
AND REPLACE WITH LED RECESSED CAN LIGHT
3. CUT SLAB AS NEEDED TO INSTALL NEW PLUMBING
COMPACT AND TERMITE TREAT DISTURBED SOIL
COVER WITH 6 MILL VISQUEEN AND PATCH FLOOR
~ CONVERT THIS WALL TO 2 HOUR
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•
T. A ON P.E. I•'ICEhZE NO. 38654
P.`c, DAB', FL 33526
• •
I H TF I I NS AND SPECIFICATIONS
WER • � is )ER MY DIRECT SUPERVISION
ARE IN �� PTER 16, SECTION 1609 OF THE
B 2
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA �I 114 ,0 17 6TH ADDITION AND ASCE 7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND FOR 139 MPH WIND ZONE RISK CATEGORY II
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
UL Product iQ'
BXUVU308 - FIRE -RESISTANCE RATINGS -
ANSI/U!_ 263
Design/System/ConstrucLion/Assembly Usage Disclaimer
• Authorities Having Jurisdictionshould be consulted in all cases as to the particular requirements covering the
installation and use of UL Certified products, equipment, system, devices, and materials.
• Authorities Having Jurisdiction should be consulted before construction.
• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL
for compliance with applicable requ'Irements. The published information cannot always address every
construL-tion nuance encountered in the field.
When field issues arise, it is recommended the first contact for assistance be the technical service staff provided
by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the
general Guide Information for each product category and each group of assemblies. The Guide Information
includes specifics concerning alternate materials and alternate methods of construction.
• Only products which bear UL's Mark are considered Certified.
BXUV -'Fire Resistance Ratings - ANSI/UL 263 Certified for
United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
"See General Information forFire-resistanceRatings - ANSI/UL 263 Certified for United States
Design Criteria and Allowable Variances
See General Information for Fire Resistance Ratings - CAN/ULC-S101 !Certified for Canada
Design Criteria and Allowable Variances
Design No. U308
October 10, 2017
Bearing Wall Rating — 2 Hr
This design was evaluated using a load design method other than the Limit
States Design Method (e.g., Working Stress Design Method)..For
,jurisdictions employing the Limit States Design Method, such as Canada, a
load restriction factor shall be used — See Guide BXUV or BXUV?
it
Indicates such products shall bear the UL or cUL Certification Mark for
d s a
jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
,
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5*•,,.:ref �
Alternate Construction
1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC, effectively cross -braced.
2. Gypsum Board* —5/8 in, thick, with square or tapered edges, applied vertically or horizontally with vertical
joints centered over studs. Horizontal joints need not be backed by framing. Base layer fastened to studs and
plates with 1-7/8 in. long 6d cement coated nails or 1-7/8 in. tong Type S or W screws spaced 6 in. OC. Face layer
fastened to studs and plates: over base layer with 2-3/8 in. long-6d cement coated nails or 2-1/4 in. long Type S or
W screws spaced 8 in. OC. Face layer joints offset min 12 in. from base Layer joints_ When used in widths other
than 48 in., gypsum panels to be installed horizontally.
CGC INC — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SIX, SHK ULX, USGX, WRC or WRX (Joint tape and compound, item 3,
optional for use with Type USG)O,
UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1; IP-X2, [PC -AR, SCX, SHX, ULIX, ULX; WRC, WRX, USGX
(Joint tape and compound, Item 3, optional for use with Type USGX)
PROPOSED FLOOR PLAN 1/411 = 1' 0"
USG BORAL DRYWALL SFZ LLC — Types C, SIX, USGX (Joint tape and compound, Item 3, optional for use with Type USG)O
USG MEXICO S A DE C V —Types AR; C, IP-AR, fP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC or WRX (Joint tape and
compound, Item 3, optional for use with Type USG)().
2a. Gypsum Board* —As an Alternate to Item 2-5/8 in. thick applied either horizontally or vertically. Base
layer fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.
OC, with last screw 1 in. from edge of board. Face layer fastened to framing with 1-7/8 in.. long Type W coarse
thread gypsum panel steel screws spaced a max 8 in. OC with last screw 1 in, from edge of board. Face layer
joints offset min 12 in. from base Iayerjoints. When used in widths other than 48 in., gypsum board to be
installed horizontally.
AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, LightROC
3, Joints — Exposed joints of gypsum boards covered with joint compound and paper tape._Joint compound and
paper tape maybe omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum
veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with
paper tape.
4. Batts and Blankets* — Min 3 in. thick; mineral wool baits, friction fit between studs.
THERMAFIBER INC —Type SAFE, SAFE FF
ROCKWOOL — Type SAFEnSOUND
e ntitious Backer Units* —12 or in. this installed vertically or horizontal{ with vertical joints
5. C me t 518 k, tal 1 y y }
centered over studs. Fastened to studs and plates with corrosion resistant 2-1/4 in. long chamfered, ribbed wafer
head screws with a minimum head diameter of A00 inch spaced 8 in. OC. Joints offset min 12 in. from base layer
joints.
UNITED STATES GYPSUM CO — Type DCE
6. Joints —Joints of cementitious backer units covered with glass fiber mesh tape and latex modified portland
cement mortar or basecoat, or Type I organic adhesive.
7. Vapor Retarder, Water Barrier or Weather Resistive Barrier —(Optional, not shown) —As required.
' Indicates such products shall bear the UL or cUL Certification Mark
for jurisdictions employing the UL or cUL Certification (such as
Canada), respectively,
Last Updated on 2017-10-10
The appearance of a company's name or product in this database does not itself assure that products so identified have been
manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and
covered under UL's Follow -Up Service Always look for the Mark on the product.
GREASE TRAP
150 LEIS CAPACITY
75 GPM
CONTRACTOR TO VERIFY THE
LOCATION IN THE FIELD.
NEW 5 TON CONDENSER UNIT
III /�uW//i1 I II
FOR KITCHEN AREA ONLY
EXISTING BOTTOM CORD OF TRUSS
ATTACHED WALL AS NEEDED
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ADA LEVER PASSAGE LOCK. DOOR CLOSURE. LOW
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60"X68" FLUSH HOLLOW METAL DOOR AND STEEL FRAME. ASTRICAL
ON ONE DOOR WITH EDGE BOLTS. ADA LEVER KEY LOCK OPPOSITE
DOOR. LOW BUMPER SILL. 3 HINGES EACH DOOR
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DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
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1 HERBY ® AND SPECIFICATIONS
WERE PRE MY DIRECT SUPERVISION E 1
ARE IN COMPLI PTER 16, SECTION 1609 OF THE
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
FLORIDA BUILDING CODE 2017 6TH ADDITION AND ASCE 7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND FOR 139 MPH WIND ZONE RISK CATEGORY II
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER MILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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2. ADD 110V OUTLETS AT LOCATIONS IN KITCHEN. THESE APPLIANCES �J
ARE PROPANE GAS AND REQUIRE 110V TO START ONLY. NO 220V
OUTLETS REQUIRED
PROPOSED ELECTRICAL PLAN 1 /4" — 1 1 O11 3. ADD ELECTRICAL AS NEEDED FOR NEW AIR HANDLER IN KITCHEN AND Q-
CONDENSER UNIT AT EXTERIOR LOCATION.
ELECTRICAL CONTRACTOR TO VERIFY IN FIELD WHAT PANEL IN BUILDING
AN HANDLE ADDITIONAL LOAD FOR NEW ELECTRICAL
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T.L. HAW610N1P.E. LICENIE NO. 386t4
P.O. BI 172A'.DAC,'If fMr335$ 4r
I HERBY CERTIFY • L �' CATIONS
WERE PREPARED BY" wga'm ' PERVISION
ARE IN COMPLIANCE Ni N 1609 OF THE E 2
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BUILDING CODE' AND ASCE 7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND FOR 139 MPH WIND ZONE RIS GORY II
EXPENSES QNCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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ducted to exterior wall or to
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NEW 5 TON CONDENSER UNIT
damper, minimum of 10 ft from any FOR KITCHEN AREA ONLY
ADD DUCT TO THIS NEW RESTROOM
FROM EXISTING HVAC SYSTEM
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NEW AHU 5 TON AIR HANDLER 303 cfm
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REFRIG REFRIG 9 "
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EXISTING HVAC SYSTEMS AND 3'0"X6'8" 3'0"x6'8" Q
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EXISTING AIR DISTRIBUTION SYSTEM �LU TO BOTTOM OF CEILING. WALL TO HAVE
(3) EACH TEMP FIXED GLASS AS SHOWN
TO REMAIN. HVAC CONTRACTOR
FUTURE ASSEMBLEY AREA WILL MOVE REGISTERS TO
ACCOMMODATE RENOVATED AREAS.
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APPROXIMATE LOCATION OF SANITARY C.O.
SANITARY LAYOUT PLAN 1 /411 = 1' 0"
TILT MIRROR
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6"MAX.-------
TOE CLEARANCE
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17" MAX LAV DEPTH 8" MIN KNEE CLEARANCE
HANDICAP SINK DETAIL
SINK
1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM
NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH
SINK SHALL BE MINIMUM OF 6 1/2" DEEP.
2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 52" BY 72" 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
54" MIN TOILET
PAPER
HOLDER
42" MIN
HANDICAP TOILET DETAIL
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18" MIN � r 18" MIN 24" MIN
16" MIN
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CLEAR FLOOR C°
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SPACE I
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GRAB BARS 1 60" MIN
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:
1. 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 LESS THAN 250 LBS APPLIED AT ANY POINT.
DOWNWARD OR HORIZONTALLY.
4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE
LENGTH.
SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS
ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF
THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT.
5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED
AT THE LEADING EDGE OF THE WATER CLOSET.
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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
T.Li
P.O.
100
® NO. 386,54
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