HomeMy WebLinkAboutPLANS 1GENERAL NOTES: FLORIDA
HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FACBC
PLUMBING NOTES:
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1. HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND
SUBJECT TO LOCAL JURISDICTION.
2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
KEY, TOOL SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS
OR SURFACE BOLTS SHALL NOT BE USED.
3. ALL GLAZING WITHIN A 24 NCH AND OF DOORS. WHOSE BOTTOM EDGE IS LESS THAN
60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,
TEMPERED OR ACRYLIC PLASTIC SHEET.
A FLOOR DESIGN LIVE LOAD -100 PSF CORRIDDRS. LOBBY.50 PSF ELSEWHERE
S. MAXIMUM WIND SPEED - 146 MPH
6. SEISMIC PERFORMANCE CATAGORY-A
7. OCCUPANCY IS BUISNESS
S. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA.
S. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA WITH
7)- 18 GA. x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP
OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR
10. PORTABLE FIRE EXRNGUISHER(S) PER N.F.P.A.-10 INSTALLED BY OTHERS ON
SITE, AND SUBJECT TO LOCAL JURISDICTION.
1t. MINIMUM CORRDOR WDTH IS 44 INCHES.
12. MINIMUM CORRIDOR FINISH IS CLASS A (GYPSUM).
I ELECTRICAL NOTES:NEC NFPA70
I
3.
4.
ALL
S. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BONG IN COMPLIANCE
WITH SECTION 110-9 OF THE N.E.C. BY LOCAL ELECTRICAL CONSULTANT.
6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS STE
INSTALLED AND SUBJECT TO LOCAL JURSDIC71ON APPROVAL
7. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE STE
CONNECTED VATH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS
S. RECESSED PORTIONS OF LIGHTING FIXTURE EHCLOSURESOTHER THAN AT THE POINTS
OF SUPPORT. SHALL BE SPACED AT LEAST 1/2' FROM CUMBUSTIBLE MATMIALS.
9. THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3' OF THE RECESSED
FIXTURE ENCLOSURE, WRING COMPARTMENT. OR BALLAST. AND SHALL NOT BE
INSTALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENT THE FREE
CIRCULATION OF AIR.
MECHANICAL NOTES:
INTERIOR SPACES SHALL HAVE AN INSULATION VALUE OF R 4.2.
2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR
FOR AIR RETURN. ANY ON -SITE ADJUSTMENTS OF DOORS AFTER SET-UP
ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER
a VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN
APPROVED VENT CAP.
4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE
PROVIDING 20 CM FOR EACH OCCUPANT, OR 50 CFM FOR EACH
WATER CLOSET OR URINAL WHICHEVER IS GREATER
a IN PRIVATE RESTROONS CONTAINING ONE TOILET AND ONE LAVATORY,
RESTROOM VENT FANS SHALL PROVIDE ONE CM PER SQUARE FOOT OF FLOOR AREA
IN OTHER RESTROOMS FANS SHALL PROVIDE A MINIMUM OF TWO CM
PER SQUARE FOOT OF RESTROOM SQUARE FOOT.
S. IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS AND/OR SHOWERS,
MECHANICAL EXHAUST MAY BE OMITTED WHEN NATURAL VENTILATION OR
AN APPROVED RECIRCULATING AIR TREATMENT SYSIEY IS PRODDED.
7. IF UNIT IS EQUIPPED WITH MECHANICAL ATTIC VENTILA170K
VENTILATOR SHALL BE CONTROLLED BY A HUMDASTAT CALIBRATED TO ACTIVATE WHEN
REUTAVE HUMIDITY EXCEEDS SOX
INTERIOR FINISH 2O0lFBC SEC. 409.2.9 & CHAPTER 8 I
ALL CORRIDORS AND CEILING FINISH ARE CLASS -A' GYPSUM
WITH FLAME SPREAD 0-25. ANDSMOKE DEVELOPED 0-450
ALL INTERIOR WALL FINISH IS CLASS -C' PANEUNG
WITH FLAME SPREAD 76-200. ANDSMOKE DEVELOPED 0-450
CARPET HAS A CRITICAL RADIENT FLUX OF 0.22 WATTS/SQ. CM
AS TESTED IN ACCORDANCE WITH NFIPA 253
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
2.
a
WITH THE
4. CONTROLS. DISPENSERS. RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO
NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTH
ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE
OCCUPANTS.
S. WHERE EMERGENCY WARNING M713AS ARE PROVIDED, THEY SHALL
INCLUDING RESTROONS AND PLACED 50 INCHES ABOVE THE FLOOR OR 6 INCHES
BELOW COUNG. WHICHEVER IS LOWER.
6. ODORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE N. LEVER -
OPERATED, PUSH -TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE
THE FLOOR.
7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SUP -RESISTANT. CHANGES IN
SPACES NO GREATER THAN 0.5 NCH WIDE IN ONE DIRECTION. DOORWAY THRESHOI US
SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
B. ALL DOORS SHALL BE OPENABIE BY A SINGLE EFFORT, THE MAXIMUM FORCE
REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR SWNGNG
DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING AND INTERIOR SWINGING DOORS.
9. ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO
THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN
LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG
SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT W INCHES FROM THE FLOOR TO THE
TOP OF THE RAIL WITH 0.5 INCH MAXMUM VARIATION.
10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG WITH ELONGATED RUS AT
A MAXIMUM OF 17 INCHES ABOVE THE FLOOR
11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO
THE BOTTOM OF THE APRON.
12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WDE,
AND 19 INCHES DEEP UNDERNEATH SINK THE SINK DEPTH SHALL BE 6.5 INCHES
MAXIMUM.
13. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
INSULATED OR OTHERWISE CONFICURED TO PROTECT AGAINST CONTACT. THERE SHALL
BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS
14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH
ONE HAND AND REQUIRING LESS THAN SIBS. OF FORCE TO ACTIVATE (to LEVER -OPERATED,
PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR
PHISICALLY HANDI-CAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF CLOSING VALVES.
15. WHERE MIRRORS ARE PRODDED IN RESTROOMS AT LEAST ONE SHALL BE PROVIDED
YAM ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR.
15. WERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ORE SHALL BE LOCATED WTM
A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR.
17. GRAB BARS REWIRED FOR ACCESSIBILITY SHALL RE 1.5 INCHES IN DIAMETER WITH
1.5 INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL
11L TOILET STALL DOORS SHALL BE THE SELF -CLOSING TYPE
19. A TOWEL DISPENSER SHALL BE LOCATE ADJACENT TO ALL ACCESSIBLE LAVATORIES
1. CUSTOMER ASSUMES ALL NESPONSIBIUTY FOR DRINKING WATER FACILITIES
DRINKNG FOUNTAINS SHALL BE INSTALLED IN ACCORDANCE WITH SECTON
407 EPIC 2001 EDITION. AND SECTION 410 OF THE FLORIDA ACCESSIBILITY CODE
2 ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
I STORAGE TYPE W/H SHALL HAVE A STINT-OFFVALVE WITHIN 3 FEET ON COLD WATER SUPPLY UNE.
4. WATER SUPPLY UNES SHALL BE POLYBUTTI.ENE„ CPVC. OR COPPER; WHEN POLYBUTYIENE
SUPPLY LINES ARE INSTALLED, THE MAXMUM WATER HEATER TEMPERATURE 15 LED DEGREES F.
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT ITS USE WILL BE RESTRICTED
TO THE PRODUCT MANUFACTURER'S CONDITITONS AND LIMITATIONS INCLUDING CHLORINE
CONCENTRATION LEVELS.
5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
OTHERWISE SPECIFIED.
S. DWV SYSTEM SHALL BE EITHER ASS OR PYC-DWV.
7. BUILDING DRAIN AND CLEANOUTS ARE DESGNED AND SITE -INSTALLED BY OTHERS,
SUBJECT TO LOCAL JURISDICTION APPROVAL
R. TOILETS SHALL BE ELONGATED TYPE WITH NON -ABSORBENT OPEN FRONT SEATS
S. RESTROOM WALLS SRALL BE COVERED WTH NON -ABSORBENT MATERIAL TO A
MINIMUM HEIGHT OF 48' AF.F.
10. HOT WATER SUPPLY TO A FIXTURE REQUIRNG HOT WATER SHALL BE INSTALLED ON LEFT SIDE
OF FIXTURE.
It. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED
FERROUS PIPING. OR 3/4' INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON
CORROSIVE PIPE OR TUBE
12 SHOMERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MUONG VALVE WITH A
MAXIMUM WATER OUTLET TEMPERATURE OF 120 DEG. F.
13. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH UNIT
THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM.. OR BE EQUIPPED WIN SELF-CDSNG
VALVES (NON HANG -CAPPED APPLICATIONS ONLY). MAXIMUM WATER TEMPERATURE IS 110 DEG.
SITE -INSTALLED ITEMS:
NOTE THAT THIS LIST DOES NOT NECESSARILY LAIR THE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL
1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING.
3. PORTABLE FIRE EXDNGUISHER(S).
4. DRINKING WATER APPARATUS (MEN NOT SHOWN ON PUN),
BUILDNG DRAINS, CEANOUTS AND CONNECTION TO THE
PLUMBING SYSTEM.
5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
THE BUILDING.
6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY).
7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATING UNE(S) (MULTI -UNITS ONLY).
B STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
MODULES (MULTI -UNITS ONLY).
9. REQUIRED PLUMBING FACILITIES NOT PRODDED IN THE MODULAR
BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
11. FIRE ALARM SYSTEM (IF APPLICABLE)
11 SPRINKLER SYSTEM (INSTALLED BY A UIPNCED INSTALLER)
13. EMERGENCY UGHTING IF REQUIRED PER LOCAL GOVERNMENT SMALL BE PROVIDED AND INSTALLED
NSTAI I m BY OWNER/LEASE-HOLDER.
IC GUTIERS AND DOWNSPOUTS WHEN REQUIRED AND NOT ON BUILDING ARE TO BE SITE
INSTALLED BY OWNER/LEASE-HOLDER.
15. FIRE SAFETY INSPECTION COMPLYING WIN CHAPTER 663
RYfi LOU LOUD 3D PDI
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TO THE FOLLOWING
CLNST TYPE VI
OCCUPANCY B
ALLOWABLE /
OF FLOORS 1
WIND VELOCITY 148
FIRE RATING of
SCANNED
BY
St. Lucie County
DATE 08/23/17 PLAN NO MOSD05702 'CUECILER'.
2001 FBC WIN 2OD3 AMENDMENTS '.SENT
BUILDING WAS REINSPECTED AND REMAINS ULRNN NOpInm
AS OUMNED IN 20{ 5}h ed. FBC f0222 `3) (6) .. x.�,..
ALSO SEE 2014 5th ed. FBC 102.7 FOR MOVED BUODINGS
ALL STE WORK TO BE PER 2014 Sth Od FBC AND LOCAL CODES :SFFT'a3;•;;
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ALLOWABLE 6
9F FLOORS
WHOyEL00TY w
TIRE RATING OF
EXTERIOR WAL15 0
PLAN N0, MDS005T02
ALLOWABLE
APPROVAL DALE OB 23
ER T
MANUFACTURER POCA LETTER
VOLT
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6 ELECTRIC
GENERAL uL21RN0
.=1KW3FN 5W SF.1.0 _
s RECFPTS O t,b VA/f000 _
HVAC _
2 FAN 0.3 NW A 1.2s _
TOTAL 15.21
TOTAL/240AI000 G&M
INSTALL1 W AMP PANELPANEL 120/240V 10
PANEL "B"
G,ENERu uomNG
A035 KW SP 2 SOT A/ A 1.25
5 REOP15 O 1B0 VA/IODO _
WITATOTAL 1L111
TOTAL/24 IRO SM25
INSTALL ro0 AMP PANELPANEL. 120/240V 10
PANEL "C"
GENERAL uOTTRO
LOON ILYI 9 N Sol SF F Im _
S RECEPTS O 11b VA/1000 _
WVAC
TOTAL 14.40
TOTAL/24 1000 EMM
INSTAL ro0 ANP PAXM 120/240V 10
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JOHN A. BODZIAK 2325 ULMERTON RD. SUITE 21
ARCHITECT —AIA— I F oAD'A`UCENSE ROAR 005065
M.D.S. 2b+m maET¢wR MDS005702
LISTING AGENCY Pr�aa 4l1E50 iTIA'
DATE _ I SCALE twolE I SER, N0.
PER PRINT 2001 FBC M B
2 OF
USTED TRUSSES AT 16' O.C.
USTED ROOF TRUSS DESIGN LOADS:
UVE LOAD 30 PSF TOP CHORD
DEAD LOAD 10 PSF TOP CHORD
DEAD LOAD 10 PSF BOTTOM CHORD
RIM MEMBER 20 SYP /2 MIN.
28 GA. . 1-1/2' STEEL STRAP FROM
TRUSS TO WALL STUD 0 16' O.C. WITH
6-14 GA X 1' STAPLES PER STRAP
END. (TYPICAL SIDEWALLS)
DOUBLE STRAPPING AT EACH STUD FOR
FIRST IV IN FROM EACH CORNER.
TRUSSES THAT DO NOT FALL DIRECTLY
OVER WALL STIIDS SHALL BE STRAPPED TO
TOP PLATE AND TOP PLATE SHALL BE
STRAFED TO NEAREST AJACENT WALL
STUD WITH EQUIVALENT STRAPPING
. END -WALLS
2.6 SYP J2 WALL STUDS OI6' O.C.
.SIDE -WALLS
2Y4 SYP /2 WALL STUDS 016' D.C.
WINDOW HEADER, SEE
SPAN CHART FOR SPECS
TYP. WINDOW, SEE
SHEET /2 FOR SPECS
WALL INTERIOR FINISH, SEE —
SHEET 01 FOR SPECS
TYP. WNDOW SILL 2X4 SYP/2
108' WALL HEIGHT
R-11 KRAFTBACK
WALL INSULATION
2. 4 SPF /2
BOTTOM PLATE
R-11 UNFACED
FLOOR INSULATION
26 GA . 1-1/2' STEEL STRAP FROM WALL —
STUD TO FLOOR JOIST AT OPENING STUDS AND
16' O.C. WITH 6- 14 GA.. 1' STAPLES PER
STRAP END. (TYPICAL SIOEWALLS & DMWALLS)
INSTALL DOUBLE STRAPPING AT EACH STUD
FOR FIRST 4' IN FROM EACH CORNER.
INSTALL (3) 3/8-XY LAG
SCREWS FROM TOP RANGE OF
OUTRIGGER INTO FLOOR.
AND/OR PoM JOIST ABOVE
(TIP. EACH OUTRIGGER)
OUTRIGGER AND CROSSMEMBET INSTALLED IN ACCORDANCE WITH STATE PACKAGE
RIDGE BEAM
THERMOPLASTIC SINGLE PLY ROOF COVERINGNTH ASTM D4434 OR CGS837-GP-54M
FIBERTICHT BY MULE -HIDE PRODUCTS
SPACE PLY LAPS 51' O.C. NTH 4 MINIMUM OVERLAPS
FASTEN WITH FIR MAGNUM FASTENERS AT ALL
EDGES AND PLY LAPS AT THE FOLLOWING SPACINGS
4' D.C. WITHIN 4' OF THE BUILDING CORNERS
6' O.C. WITHIN 4' OF ALL OTHER EDGES
W O.G ELSEWHERE
ROOF COVERING OVER 3/4' PLYWOOD 3 LAYERS 3/4'. 18' TIED LAM'
RATED SHEATHM MINIMUM EXP-1 32/16 RIDGE BEAM BOTH UNITS
SEE ROOF SEE SPAN CHART IN
SHEATHING DETAIL APAPPOVE STRUCTURAL
6.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/OR
SITE INSTALLED 3/8' X 5' LAG SCREWS
CABLE VENTS,
STAGGERED FROM SIDE TO SIDE
AT 16' O.O MAMMUM. LAG SCREWS
MUST PENETRATE 1 3/4' MINIMUM INTO
ADJACENT MODULE RIDGEBEAN OR
TRUSS DESIGN UNIVERSAL FOR HIGH VELOCITY WINOSTRUSS.
TRUSS.
SEE STATE APPROVED PKG. FOR USTED TRUSSES
/i
20
SEE STRUCTURAL PRIG. FOR J R-10 KRAFTBACK
DUCT SPECIFICATIONS RO)FINSULAOON FASTEN RIDGE BEAM TO EACH TRUSS
NTH NO LESS THAN 6-15 GA STAPLES
WITH 1' PENETRATION INTO TRUSS XING
POST OR EQUIVALENT FASTENING
— DOUBLE TOP PLATE
N2X4OT SPF p2 / INSTALL TIRE BLOCKING AT CEUNG UNE
NOTE INSTALL A 3 1/2' PLYWOOD STRIP AT TOP PLATE THE SAES THICKNESS AS THE CEWNG FINISH
3 LAYERS 3/4'. 24' TEC LAN LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
TEC-LAM FS - 2850 PSI
RIDGE BEAU MUST BE CONTINUOUS OVER CLEAR SPAN
BEANS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
COLUMNS TO EXTERIOR FAKE OF E IOW'ALL.
MULTIPLE UNITS ARE TO BE GLUED & NAILED TOGETHER
TO ACT AS ONE UNIT.
INSTALL ZX4 X DEPTH OF BEAM SPF (O BEARING STIFFENER OVER
SUPPORT OLUMNS WHEN SPECIFIED ON FLOOR PUN; FASTEN THE FACE
OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND
6 - 16 GATE 2 1/2' . 7/16' CROWN STAPLES.
SEE STRUCTURAL PKG FOR ALTERNATE 3 LAYER EXP. I STRUCTURAL 1
5 PLY-5 LAYER 48/24 BEAM EACH HALF
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
';�2. SYP /2 FLOOR JOISTS SEE
2X8 O 1C O.GSEE SHEET ®1 FOR 100/ LOAD AREAS
M10A&5 I -BEAM
INSTILL (1) 3/B'XS' LAG
SCREW INTO FRAME CUP, TYP. EACH FLOOR JOIST
-INSTALL STUDS 12' OG WITHIN W-0' FROM ENDS
OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS
' TWIG
SITE INSTALLED 3/8' LAG SCREWS
STAGGERED FRO! SIDE TO SIDE
AT 48' O.C. MAX LAG SCREWS
MUST PENETRATE 1 3/4' MINIMUM INTO
ADJACENT MODULE RIM JOIST.
III GENERAL CROSS SECTION NOTES 11 DESIGN CRITERIA II
1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WTH
ASTM A36, YIELD STRENGTH - 36 KSI, AND COMPLY MIN AIM
FLOOR LOAD 50 PSF LL
2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B1&2.1
FLOOR LOAD 10 PSF DL
5/16' - 60 NSI MINIMUM
J. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
WIND LOAD 148 MPH
HOOP; 30 PSF LL
LOCATIONS. ORUENTATONS, AND SPECIFICATIONS
ROOF 10 PSF DL
4. SEE FBC TABLE 2324.1 FOR FASTENING REQUIREMENTS
NOT OUTUNED ON THIS PAGE
5. ALL STRAPS SHALL BE GALVANZED WITH A CURRENT PRODUCT
CONTROL APPROVAL
EXTERIOR WALL FINISH: T-1-11
12 W NRIIaSR 1
/2
]�Y
EXTERIOR WALL STRUCTURAL BRACING _JIJ_I Ile
SOEWALLS:
BRACING INSTALLATION: CROSSNO� SECTION
STRUCTURAL SHEATHING SHALL CONSIST OF A
4 MINIMUM WDIH SHEET DM24DING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4'
MINIMUM OVER 2' NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL
5/8' APA RATED SHEATHING EXRmSy,2LARyMN ODGGNG
OR 5/6' APA RATE) SIDING EKT. FASTENED
LWTI 84 GALVANIZED COMMON OR BOX
AT 4' O.C. EDGES, 8' O.C. FIELD.
ENDWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4' MINIMUM 'WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TCP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4'
MINIMUM OVER 2' NOMINAL LUMBER OF THE
SAME SIZE AND GRACE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE
BRACING MATERIAL
5/8' APA RATED SHEATHING EXP. 1.-2 EXT
OR 5/8' APA RATED SIDING EXT. FASTENED
WITH 84 GALVANIZED COMMON OR BOX
AT 4' OG EDGES. 8' O.C. FIELD.
P
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FLORIDA MANUFACTURED BUILDING
ACT OF 1078 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOW
CRTERA: JOHN A. BODZIAK 2325 ULMERTON RD. SUITE 21
mMT, TA FLRDA"
CP CB AEC TECT AOLICENSE /ARC 5065
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WHO VELOCITY 146
FIRE RATING OF LISTING AGENCY IWIx AT2r—mertm4 -
D ER OR WALLS 0 ,
PLAN NO, MDS005702 DATE, I SCALE lQUOTE I SER. NO.
PRINT 2001
08/23/17
MDS005702 1 3 OF 4
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FOUNDATION NOTES
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ANOIOR
SECTION C-C
FDI ISOLATED PIER TIE -DOWN AT MATELINE
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SECTION D-D
FDI KENDWALL PIER TI-DOW1 AT MATELINE
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SECTION A -A
NOTE'STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
FRAME TIES ONLY. NO OVER ROOF
STRAPS REOUIRED.SEE DETAIL F-FDI
FIRST STRAP FROM END WALLS NOT TO EXCEED 2'-4"
CUMF'ANISUN WINU CHANT
STRAP SPACING HEQNT ADJUSTMENT FOR EXP. -C- - 1.21 INCLUDED
5)RAP SPACING HEIGHT ADJUSTMENT FOR EXP. -0- - 1.2111.47 -.a
RISK CATAGORY 11
awrnrsf®u. on.r MmDAc
NOTESTRAP SPACING MAY VARY DUE TO SITE CONDITIONS
N07ESTRAP SPACING MAY VARY DUE TO SITE CONDITIONS
PENSACOLA
155 MPH
NOTE -STRAP SPACING 4=0" O.C. MAX FOR 175 MPH
4-0" IT = 3-2" O.C. MAX FOR 175 MPH
TAM
45 MPH
NOTESTRAP SPACING 4' 6" O.C. MAX FOR 170 MPH
.8
4'-6" x = 3'-7" O.C. MAX FOR 170 MPH
ANDO —7
MIAMI DARE-175ORL
5 MPH
MPH
N07ESTRAP SPACING 5'-4" O.C. MAX FOR 160 MPH
.8
5'-4" x .8 = 4'-4" O.C. MAX FOR 160 MPH
BROWARD —170
MPH
N07ESTRAP SPACING 5'-7" O.C. MAX FOR 150 MPH
5'-7" x 8 = 4'-5" O.C. MAX FOR 150 MPH
TALLAHASSEE-118
MPH
NO7E•S7RAP SPACING 6•-6" O.C. MAX FOR 140 MPH
6'-6" x .8 = 5'-2" O.C. MAX FOR 140 MPH
GAINSWLLE
125 MPH
NO7E:S7RAP SPACING 6'-8" O.C. MAX FOR 130 MPH
6'-B" x .8 = 5'-4" O.C. MAX FOR 130 MPH
JACKSONNLLE-125. MPH
LEE COUNTY —160 MPH
FRAME TIES ONLY, NO OVER ROOF
6 R ELL rE w IERD0f0 oMEAS RL4'W9WIlTY
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x M1E ALL MASONRY WFRG WY 6E INBTFIIm d A p1Y STACK
FRAME TIES ONLY, NO OVER ROOF
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G IDR IMAM er WAIL ltf A
1nUM M!I M M ERGNEv®
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ALL TIE M14AM ANLIYA4 WWL WAE MEN
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A PERIMET R PIER N CORNERS AND ALONG I EMS
_ E: PAD WY BE = <1A 1310' PAD I (2)'♦�O•,IB- P A9 910K1
°6: %IVIl b.A W (Fai OPu W ABL PADS
MlE PAD MAY K DnAR r<I011r PAD OP (2)-AM'Mr vADA AS SIIaMI
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MOTE CONOKIE WITS MAY K A <S19NATI0II W r X r x Jr. AM ♦' x IV x IV IMM
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IND ANCHOR
ANCHOR TYPES
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JOHN A. BODZIAK 2325 UUAERTON RD. SUITE 21
CLEARWATER MPoDA 33T62
— MPoDA UCENSE1pAR00050e5
M.D.S. MDS005702
11STRVG AGENCY a, -- - -
DSrAIE QWR WA. NO
A aATE AT -Nis IAmw
TYP. MULU.JjJWft NDATION A 0 JL�/
ED.v a I YDSC I. I Y05006J01