HomeMy WebLinkAboutPLANS` FEE COPY
Y
ABBREVIATIONS:
A. B.
ANCHOR BOLT
MAS
MASONRY
AFF
ABOVE FINISHED FLOOR
MATL
MATERIAL
ADJ
ADJACENT
MAX
MAXIMUM
ARCH
ARCHITECTURAL
MECH
MECHANICAL
BLDG
BUILDING
MIN
MINIMUM
BM
BEAM
NTS
NOT TO SCALE
BOT
BOTTOM
OC
ON CENTER
BRG
BEARING
OPT
OPTIONAL
CJ
CONTROL JOINT
OSB
ORIENTED STRAND BOARD
CL
CENTERLINE
PLY
PLYWOOD
CMU
CONCRETE MASONRY UNIT
PSI
POUNDS PER SQUARE INCH
COL
COLUMN
PSF
POUNDS PER SQUARE FOOT
CONC
CONCRETE
PT
PRESSURE TREATED
COND
CONDITION
REINF
REINFORCEMENT
CONT
CONTINOUS
READ
REQUIRED
CONST
CONSTRUCTION
RO
ROUGH OPENING
CLG
CEILING
SCH
SCHEDULE
DBL
DOUBLE
SHTHG
SHEATHING
DIA
DIAMETER
SIM
SIMILAR
DR
DOOR
SMS
SHEET METAL SCREWS
DWG
DRAWING
SP
SOUTHERN YELLOW PINE
EA
EACH
SPF
SPRUCE PINE FIR
EJ
EXPANSION JOINT
STL
STEEL
ELECT
ELECTRICAL
STIR
STRUCTURAL
FOR
ENGINEER OF RECORD
SGD
SLIDING GLASS DOOR
EQUIP
EQUIPMENT
SQ
SQUARE
FF
FINISH FLOOR
TOB
TOP OF BEARING
FT
FOOT/FEET
TYP
TYPICAL
GA
GAUGE
UNO
UNLESS OTHERWISE NOTED
GC
GENERAL CONTRACTOR
VERT
VERTICAL
GYP
GYPSUM
W/
WITH
HGT
HEIGHT
WIC
WALK IN CLOSET
HORIZ
HORIZONTAL
WD
WOOD
HB
HOSE BIB
WWF
WELDED WIRE FABRIC
INS
INSULATION
W/o
WITHOUT
KSI
KIPS PER SQUARE INCH
WDW
WINDOW
Sheet List
Page No
Sheet Name
Sheet Number
1
General Notes and Details
SO.1
2
Floor Plan, Elevations, and Section
S1.1
GENERAL NOTES:
1. DESIGN CODE
A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED
WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553
AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.
b. 2017 FLORIDA MECHANICAL CODE, FBC-M.
C. 2011 NATIONAL ELECTRIC CODE, NEC 2011.
d. 2017 FLORIDA PLUMBING CODE, FBC-P.
e. 2017 FUEL GAS CODE, FBC-FG
f. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.
g. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.
2. DESIGN CRITERIA
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.
B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.
C. STEEL SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).
3. DESIGN LOADS
A. ROOF DEAD LOAD:
a. TOP CHORD (ROOF) 5 PSF (METAL)
B. ROOF LIVE LOAD: 20 PSF
4. STRUCTURE SPECIFICATIONS
A. BUILDING OCCUPANCY CATEGORY: II
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION: S-2
D. WIND SPEED
a. ULTIMATE (LRFD) = 158 MPH
b. ALLOWABLE (ASD) = 122 MPH
E. WIND EXPOSURE CATEGORY: C
F. ENCLOSURE CLASSIFICATION: ENCLOSED
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
H. WIND-BORNE DEBRIS AREA: YES
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD)
UNLESS NOTED OTHERWISE.
S. PROJECT REQUIREMENTS:
A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE
COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL,
MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION
REQUIREMENTS.
B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN
PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO
CONSTRUCTION.
C. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND
METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE
WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE
ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ECT.
E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND
SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR
TEMPORARY SHORING OR LIFTING PROGRAMS.
F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE
INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL
CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE
MINOR SIMILAR VARIATIONS.
G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED
WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.
METALS:
1. GENERAL
A. METAL BUILDING ERECTOR SHALL BE RESPONSIBLE FOR ERECTION OF THE STEEL AND ASSOCIATED WORK IN
COMPLIANCE WITH THE METAL BUILDING MANUFACTURERS ASSOCIATION.
B.
2. MATERIALS
A. ALL STRUCTURAL PLATES, CHANNELS AND MISCELLANEOUS METALS SHALL BE IN ACCORDANCE WITH ASTM
SPECIFICATION BELOW.
MATERIAL ASTM DESCRIPTION YEILD STRENGTH (min)
STRUCTURAL STEEL PLATE A529/ A572 / A1011 50 KSI
HOLLOW STRUCTURAL A500 42 KSI
HOT ROLLED STR. SHAPES A500 / A572 / A592 / A992 50 KSI
HOT ROLLED ANGLES A36 36 KSI
COLD FORMED SHAPES A653 / A1011
ROOF AND WALL SHEETING A653 / A792
BOLTS A3007 / A325
RODS A572 / A108
ANCHOR RODS F1554 36 KSI
B. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.
3. EXECUTION
A. INSTALL METALS AS DETAILED ON METAL BUILDING DRAWINGS.
B. STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDING AS ADOPTED BY THE AISC AND METAL BUILDING MANUFACTURERS
ASSOCATION.
C. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF PRIMER AND SHALL BE TOUCHED UP AFTER INSTALLATION.
DOORS AND WINDOWS:
1�e7VkI*:T_L
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN
THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
2. MATERIALS
A. THE DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).
B. THE DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE
PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.
C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL
REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.
D. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL
EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH.
3. EXECUTION
A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF
SQUARE.
B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO
ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO
PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.
D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
Florida Product Approval Listin s
Category - Subcategory
Approval Number
Manufacturer
Model Number
Building Design Pressures
(+PSF / -PSF)
Product Design Pressures
(+PSF / -PSF)
Exterior Doors - Swing
FL 23223.1
Daybar Industries Ltd
Outswing Commercial Galvanneal
+32/-35
+70/-70
Roll Up Garage
FL 6964.3
DBCI
Roll -up Door
+27/-30
+36.8/-42.1
Wall Panel
FL 11917.5
PER
PER Wall Panel - 26 GA
+30/-40
-80/+90
PRODUCT APPROVAL NOTE:
I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD
FOR SPECIFIED BY CURRENT CODE PROVISIONS.
SCOPE OF WORK:
1. ADD END WALL FRAMING AND PANELS TO ENCLOSE CARPORT ON WEST SIDE OF BUILDING. ADD DOORS AS
REQUIRED.
2. NO CHANGE TO MECHANICAL, OR PLUMBING ROUGH IN COMPONENTS. KEEP EXISTING FLOOD LIGHT AND SWITCH
IN PLACE NEAR EXTERIOR DOOR.
3. ADD DOOR "11" PER DETAILS 2 AND 3 ON S0.1.
LIFE SAFETY: FLORIDA BUILDING CODE
1. CONSTRUCTION TYPE
A. TYPE "V" UNSPRINKLERED (FBC)
2. GENERAL OCCUPANCY PER FBC TABLE 1004.1.2
A. S-1 (STORAGE)
3. MAXIMUM OCCUPANCY
A. STORAGE AREA: 6,623 SF / 300 SF/PERSON = 23 PERSONS
4, NUMBER OF EXITS REQUIRED = 2 PER FBC TABLE 1006.3.2(2)
A. NUMBER OF EXITS PROVIDED = 2
5. CORRIDOR LOAD AREA CALCULATION
A. NO CORRIDORS.
6. TRAVEL DISTANCE (WORST CASE FROM FBC TABLE 1017.2)
A. MAXIMUM TRAVEL DISTANCE
a. REQUIRED = 300'
b. PROVIDED = 60.5'
B. COMMON PATH OF TRAVEL
a. REQUIRED = 75' MAX.
b. PROVIDED = 60.5'
C. SEPARATION OF EXITS (FBC 1007.1.1)
a. DIAGONAL OF BUILDING = 108.5'
• REQUIRED =108.5'/2=54.3'MIN.
• PROVIDED = 88.7
D. DEAD END CORRIDOR
a. REQUIRED = 20' MAX.
b. PROVIDED = N/A
7. EGRESS WIDTH CORRIDOR (FBC 1005.3.2)
a. REQUIRED =23x0.2"=4.6"
b. PROVIDED =36"
8. EGRESS WIDTH DOOR
(FAC 404.2.3 & FBC 1005.1)
a. REQUIRED = 32"
b. PROVIDED =36"
LIFE SAFETY: FLORIDA FIRE PREVENTION CODE
1. CONSTRUCTION TYPE
A. TYPE "V" (000) UNSPRINKLERED (NFPA 220 AND NFPA 5000)
2. GENERAL OCCUPANCY PER NFPA TABLE 7.3.1.2
A. STORAGE (CH 42)
3. MAXIMUM OCCUPANCY PER ROOM USE
A. STORAGE AREA: 6,623 SF / 200 SF/PERSON = 34 PERSONS
B. TOTAL OCCUPANCY: = 34 PERSONS
4. NUMBER OF EXITS REQUIRED = 2
A. NUMBER OF EXITS PROVIDED = 2
5. CORRIDOR LOAD AREA CALCULATION
A. NO CORRIDOR
6. TRAVEL DISTANCE (WORST CASE FROM NFPA 101 TABLE A.7.6)
A. MAXIMUM TRAVEL DISTANCE
a. REQUIRED = 200'
b. PROVIDED = 60.5'
B. COMMON PATH OF TRAVEL
a. REQUIRED = 50' MAX.
b. PROVIDED = N/A
C. SEPARATION OF EXITS (NFPA 7.5.1.3.2)
a. DIAGONAL OF BUILDING = 308.5'
• REQUIRED= 108.5'/2 = 54.3' MIN.
• PROVIDED = 88.7'
D. DEAD END CORRIDOR
a. REQUIRED = 20' MAX.
b. PROVIDED = N/A
7. EGRESS WIDTH CORRIDOR
a. REQUIRED = 23 x 0.2" = 15"
b. PROVIDED = 36"
8. EGRESS WIDTH DOOR
(NFPA 5000 11.2.1.2.1 & NFPA 101 7.2.1.2.3.2)
a. REQUIRED = 32"
b. PROVIDED = 36"
PLUMBING FIXTURE COUNT: FBC-P TABLE 403.1
1. TOTAL OCCUPANCY = 23 PERSONS
2. WATER CLOSETS: 1 PER 100
A. FEMALE: 12/100=0.12
B. MALE: 12/100=0.12
C. PROVIDED:
a. 1 WATER CLOSET FOR FEMALE
b. 1 WATER CLOSET FOR MALE
3. LAVATORIES: 1 PER 100
A. FEMALE: 12/100=0.12
B. MALE: 12/100 = 0.12
C. PROVIDED:
a. 1 LAVATORY FOR FEMALE
b. 1 LAVATORY FOR MALE
4. DRINKING FOUNTAIN: 1 PER 100
A. DRINKING FOUNTAIN IS NEEDED,
S. SERVICE SINK:
A. SERVICE SINK IS NEEDED.
COMPONENTS AND CLADDING WIND PRESSURE FOR
WALL SHEATHING (PSF)
LRFD ASD SCREWS
ZONE 4 - INTERIOR: +47 / -51 +28 / -31 6 PER PANEL
ZONE 5-CORNER: +47/-60 +28/-36 6PER PANEL
NOTES: EDGE DISTANCE = 5'-0"
WALL SHEATHING SHALL BE 26 GA. MIN. PBR PANEL.
SCREW SHALL BE 12-14 x 1-1/4" SD W/ WASHER.
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Attachment Detail
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REVTF1A'F,D FOR CONIPLL-
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FIRE MARSHALS OFF
REVIEWED AND AP
REVIEWED BY:
DATE:
THESE PLANS AND ALL PRCPO"EDTORK
ARE SU3JECT TO AtiY CORRECTIONS
fi€QUUIT0-BY-F-IELD NSPECTOASTHAT
MECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLEODES.
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ST. LUCIE COUNTY
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BLDG:
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i MECH•
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i 60.5' 10 EXIT RECEIVED
J U N 0 7 2018
61' - 0 3/8"ST. Lucie County, P4rm
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Project Number:
18BO13
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1 Existing Floor Plan
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80' - 0"
Plan
NEW WALL INFILL —
South Rear
1" = 10'-0"
s�1 North Front
EXISTING BUILDING
RIDGE
18'-95/ 6"
_TOB----_..
16' - 0 5/8'
_ Loft
7,-_ 3"
First Floor � HH
01-0'0'_J0"
2 West Right
1.1 1" = 10'-0"
EXISTING BUILDING RIDGE
— — — 18'
NEW WALL INFILL
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Connector Schedule
Mark
Connector Type
Connectors at Primary Member
Connectors at Support
A Column
(2) 6"W'x1/2" Angles
(4) 5/8" Thru Bolts
(2) 5/8" Thru Bolts each Angle
B Column Base
6"x8"x1/2" Base
(4) 5/8" Thru Bolts
(4) 5/8" x8" D&E A.B.
C Girt
411x4"x1/4" Angle
(2) 5/8" Thru Bolts
(2) 5/8" Thru Bolts
D Jamb
411x4"x1/4" Angle
(2) 1/2" Thru Bolts (min.)
(2) 1/2" Thru Bolts (min.)
E Jamb Base
411x4"x1/4" Angle
(2) 5/8" Thru Bolts
(2) 5/8" x 6" D&E A.B.
7' - 6" �' - 5 12' - 0" ;' - 6"
SOUTH END FRAMING IS SIMILAR, BUTTHERE IS NO MAN DOOR
:nd Wall
7'_6"
12'-10" to 15'4'
Ht. VARIES
6"xVxl/2" ANGLE W/ (2) 5/8" THRU BOLT.
EACH SIDE OF COLUMN,'
BEAM AT LARGE DOOR OPENING C
PBR WALL PANEL FOR SCHEDULE, 1/4x14x
SD AT 20" O.C. N
8"x2.5" 14 GA GIRT, TYP. W/ 4"x4"x'A" AN
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COLUMN AND I
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TAPCONS AT 24" O.C. MAX. T1
SLOPE GRADE AWAY FROM FOUNDATIO
COMPACT 24" OUTSIDE OF BLDG MI
1" = 10'-0" " "ma 114" = 1'-0y 3/4" = 1'-0"
on
INC. W/6" EMBED. TYP. AT
AB W/ 6x6-W1.4xW1.4 OR
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Project Number:
18BO13
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Floor Plan, Elevations,
and Section
S1■1
2 OF 2