HomeMy WebLinkAbout401 Bella Rosa CirCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: t U— ( � 1-0--- Documented Construction Value: ` L- �S_uU
Job Address: LV) V\`3 .t1c� �` t� u- ("
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Description of Work: __—_tVtm L
Plan Review Contact Person:
Phone:L(%q l CS JA('0 Fax:
Historic District: Yes ❑ No ❑
Zoning:
Title: I"Ii^ _\- j�p2
E-mail:
I Property Owner Information
Name i��L1�1y�tF-tel �Vi S L�C�
Street; `G \ •` lt.�����G �� i�r� _�17
City, State Zip:
Phone:
Resident of property?
Contractor Information
Name r_�� _( � �C� i� ��{ � l ') � �t_L Phone:
Street: ����� !J 0o1ki-�N\-0- e Fax:
City, State Zip: �,l � k State License No.
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Information
Nance:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage =Lender;
Address:
PERMIT INFORMATION
Building Permit ❑�
Square Footage: Construction Type: �« , No. of Storks:
No. of Dwelling Units: i Flood Zone:
Electrical ❑ Plumbing El-'"-'
New Service - No. of AMPS:- New Construction - No. of Fixtures:
Mechanical 11 (Duct layout required for new systems') Fire SprinklerlAlartn 11 No. of heads:
STRUCTURAL LOAD LIMITATIONS:
DESIGN CODES
FLORIDA BUILDING CODE 2004
ASCE 7-02 CODE
BUILDING DEAD LOADS
A. ROOF = 25 PSF
B. FLOOR= 10 PSF
C. WALLS= 5PSF
BUILDING LIVE LOADS
A. ROOF = 30 PSF
B. FLOOR= 50/100 =2000# CONCENTRATED LOAD.
C. CORRIDOR= 100 PSF OVER 30 INCH C 20 INCH AREA
LOCATED ANYWHERE ON FLOOR.
ROOF SNOW LOAD: N/A
WIND LOAD CRITERA:
1. 130 MPH WIND SPEED
2 1 w = 1.0 WIND IMPORTANCE FACTOR.
3. II BUILDING CATEGORY
4. ENCLOSURE CLASSIFICATION: ENCLOSED
GCpI =0.18 INTERNAL PRESSURE COEFFICIENT.
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR (Kd)
7. 0.85 GUST RESPONSE FACTOR (Gh)
8. MAINFRAME STRUCTURE OVERTURNING
LOAD
Pr = -93 PSF
9. COMPONENT & CLADDING LOAD:
(ROOF)
Pr = 123,70 PSF
( WALL )
PW = 55.6 PSF ZONE 5 PW = 40 ZONE 4 .
10. ENCLOSED BUILDING ENCLOSURE CLASSIFICATION
11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
IN HEIGHT.
SEISMIC LOAD: N/A
FLOOD LOAD:
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL.
MECHANICAL NOTES:
1. ALL SUPPLY AIR REGISTERS SHALL BE 10 INCHES X 10 INCHES ADJUSTABLE w / 10 INCHES X 20 INCHES
(INSIDE) OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENILATED
ATTIC SPACES SHALL HAVE AN R-6 INSULATION VALUE. DUCTS LOCATED IN UNCONDITIONED INTERIOR
SPACE. INTERIOR SPACES SHALL HAVE AN R-4.2 INSULATION VALUE.
2. RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM PER WATER CLOSET AND / OR URINAL.
3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP.
4. HVAC EQUIR*"T"SHALL BE EQUIPPED WIYH OUTSIDE FRESH INTAKES PROVIDING 20 CFM FOR EACH
OCCUPANT OR 50 CFM FOR EACH WATER HEATER CLOSET AND EACH URINAL, WHICH EVER IS GREATER.
PLUMBING NOTES:
1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
AND SERVICE SINK WHEN NOT SHOWN ON THE FLOOR PLAN.
2. TOILETS SHALL BE ELONGATED WITH NON-ABSORBENT OPEN FRONT SEAT.
3. RESTROOMS WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF
48 INCHES A.F.F.
4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES,
5. WATER HEATER SHALL HAVE SAFTY PAN WITH 1 INCH DRAIN TO EXTERIOR, T & P RELIEF VALVE WITH
DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE.
6. DWV SYSTEM SHALL BE EITHER ABS OR PVC - DWV.
7. WATER SUPPLY LINES SHALL BE POLYBUTYLLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE SUPPLY
LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS 180° F. THE POLY-
BUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES LIMITATIONS AND
INSTRUCTIONS.
8. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED.
9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS.
SUBJECT TO LOCAL JURISDICTION APPROVAL
10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET
TEMPERATURE OF 120° F (48.8° C ).
11. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON
PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION
AND APPROVAL,
AS -BUILT BUILDING NOTES:
RELOCATION OF THIS BUILDING IS SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTION
THESE PLANS HAVE NOT BEEN PREPARED BASED ON THE CURRENT CODES, BUT THE
CODES THAT WERE IN EFFECT AT THE TIME OF INITIAL CONSTRUCTION.
THE ARCHITECT OR ENGINEERS ARE NOT RESPONSIBLE FOR ANY DAMAGE TO OR .
ALTERATOINS IN THE BUILDING, BUILDING DESIGN, OR CODE REVISIONS THAT WERE MADE
AFTER THE INITIAL APPROVAL OF THE BUILDING.
IF THE STATE LABEL HAS BEEN LOST, REMOVED OR STOLEN THEN IT UP TO THE
LOCAL JURISDICTION TO REVIEW AND APPROVE THE ATTACHED BUILDING PLANS.
THIS IS A SET OF STOCK AS -BUILT APPROVED BUILDING PLANS. THE ORIGINAL SET OF
APPROVED PLANS IS NO LONGER AVAILIABLE, THEREFORE THIS SET HAS BEEN PROVIDED
FOR ACQUIRING A BUILDING PERMIT.
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GENERAL NOTES:
1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT
BY OTHERS AND SUBJECT TO ALL LOCAL JURISDICTIONS. AT LEAST 50% OF PUBLIC ENTRANCES
(INCLUDUNG PRIMARY ENTRANCE) AND ALL REQUIRED EXITS MUST BE ACCESSABLE.
2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY,
TOOL, SPECIAL KNOWLEDGE OR EFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE
BLOTS SHALL NOT BE USED.
3. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFTY, TEMPERED OR ACRYLIC PLASTIC
SHEET.
4. FLOOR DESIGN LIVE LOAD -100 PSF ( LOBBIES & CORRIDORS); 50 PSF( REMAINDER ).
5. MAXIMUM WIND LOAD -130 MPH ( EXP. C)
6. OCCUPANCY IS BUSINESS.
7. OCCUPANT LOAD: 7 PEOPLE. [ BASED ON 1 PERSON PER 100 SQUARE FEET OF BUSINESS AREA).
8. CONSTRUCTION IS TYPE V - B, UNPROTECTED.
9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH X 26 GA. W/ (8) 15 GA. X 7/16
INCH CROWN X 1 1/2 INCH STAPLES WITH A MINIMUM OF 1" PENETRATION EACH END OF STRAP OR
10. MINIMUM COORIDOR WIDTH IS 44 INCHES.
11. MINIMUM CORRIDOR FINISH IS CLASS B (GYPSUM).
12. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE TO BE SUPPLIED AND SITE INSTALLED
BY OTHERS SUBJECT TO LOCAL JURISDICTION AND APPROVAL.
13. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S. TO BE DONE BY THE LOCAL FIRE
SAFETY INSPECTOR.
14. PORTABLE FIRE EXTINGUISHER PER N.F.P.A.-101 INSTALLED BY OTHERS ON SITE, AND SUBJECT
TO LOCAL JURISDICTION AND APPROVAL.
15 THIS BUILDING REQUIRES A FIRE SEPARATION DISTANCE OF GREATER THAN OR EQUAL
TO 30 FEET.
16. WHEN LOW SIDE OF ROOF PROVIDES LESS THAN 6" OF OVERHANG GUTTERS AND DOWNSPOUTS WILL
BE REQUIRED, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION.
17. IN WIND BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE PROTECTED WITH AND IMPACT
RESISTANT COVERING OR WITH MINIMUM 7/16" WOOD STRUCTURAL PANELS PER SECTION 1609.1.4 OF
THE FBC. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
PROVIDED PER TABLE 1
609.1.4 THE IMPACT RESISTANT COVERING OR WOOD STRUCTURAL PANELS
ARE TO BE PROVIDED ON SITE BY THE BUILDING OWNER SUBJECT TO LOCAL JURISDICTION AND APPROVAL.
WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER LINE`
WHERE THE BASIC WIND SPEED IS 110 MPH OR GREATER AND AREAS WHERE THE BASIC WIND SPEED
IS 120 MPH OR GREATER.
18. ALL MATERIALS USED IN THE CONSTRUCTION OF THE BUILDING WHICH ARE COVERED BY THE FLORIDA
BUILDING COMMISSION CHAPTER 913- 72 RULES SHALL HAVE CURRENT FLORIDA PRODUCT APPROVAL,,
19. THESE PLANS COMPLY WITH THE 2004 FBC w / 2005 and 2006 AMMENDS.
20. THE RAISED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCY'S OFFICE AS DIRECTED
BY DCA.
21. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT IS ATLEAST AN
AVERAGE OF 1 FOOT-CANDLE AND A MIN. OF .1 FC MEASURED ALONG THE EGRESS AT THE FLOOR LEVEL.
ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 C AVERAGE AND A MINIMUM AT ANY POINT OF
.06 FC AT THE END OF THE EMERGENCY LIGHT TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION,
UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. THE EMERGENCY POWER SYSTEM
SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES.
ELECTRICAL NOTES:
1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE
ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC).
2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED.
INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACEMOUNTED
INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES
SHALL HAVE A MININMUM CLEARANCE OF 6 INCHED FROM " STORAGE AREA" AS DEFINED BY NEC 410-8 (a)
3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE
DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT
BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH
OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR CAPABLE OF BEING LOCKED
IN THE OPEN POSION.
4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE
EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED " OFF " POSITION THAT IS A PART OF THE HVAC
EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE
DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY
ACCESSIBLE CIRCUIT BREAKER.
5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER
MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY
LOCAL ELECTRICAL CONSULTANT.
6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT
TO LOCAL JURISDICTION APPROVAL
7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED
ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS.
8. REFERENCE STATE APPROVED PACKAGE FOR ELECTRICAL RISER DIAGRAM.
9. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES ABOVE THE FLOOk.
FIRE ALARM HORN / STROBE DEVICE SHALL BE WALL MOUNTED WTH THE BOTTOM EDGE 80 INCHES
ABOVE THE FLOOR.
10. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR
TIMER.
11. ALL RECEPTICALS INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (W.P.)
ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS
INSERTED OR REMOVED.
12. WHEN NOT SHOWN ON THE PLANS PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EXIT
DISCHARGE EMEGENCY LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDINGS
OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL.
ACCESSIBILITY NOTES:
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBILE
RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE.
INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST
ACCESSIBILE ENTRANCE.
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE
FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEEL-
CHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE
DIFFICULTY IN BENDING.
3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT
LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING:
DOORS, ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (ie. TOUCH LATCHES, U -SHAPED PULLS): SPACES
SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR
9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL BE
A MINIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO
ROD EXCEEDS 10 INCHES).
4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN
45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH.
RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION:
HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR'
WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS.
5. WHERE EMERGENCY WARING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL
ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED
80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER.
6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER - OPERATED, PUSH -
TYPE, U - SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR.
7. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT, THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR
SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND
INTERIOR SWINGING DOORS.
8. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISANT. CHANGES IN LEVEL BETWEEN 0.25 INCHES
AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, CHANGES IN LEVEL GREATER THAN
0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL
HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT
EXCEED 0.5 INCH IN HEIGHT.
9. ACCESSIBILE WATER CLOSETS SHALL BE 19 INCHS FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS
SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATEDBEHIND THE WATER CLOSET AND 42 INCHES MININUM
WHEN LOCATED ALONG THE SIDE OF THE WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES FROM THE
FLOOR TO THE TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION.
10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS 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 RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A
CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEAT 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 CONFIGURED TO PROTECT CONTACT, INSULATION OR PROTECTION MATERAL MAY BE SITE
INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND
SINKS.
14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER- OPERATED, PUSH -TYPE,
ELECTRONICALLY CONTROLLED).
15 WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH ITS BOTTOM
EDGE NO HIGHER THAN 40 INCHES ABOVE THE FIOOR.
16 WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO
HIGHER THAN 44 INCHES ABOVE THE FLOOR.
17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 1.5 INCHES IN DIAMETER WIRH 1.5 INCHES
CLEAR SPACE BETWEEN THE BAR AND THE WALL.
18. TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE.
19. A TOWEL DISPENCER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES.
20. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE CLOSET.
SITE INSTALLED NOTES:
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMITS THE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSULATION. ALL SITE RELATED ITEMS ARE
SUBJECT TO LOCAL JURISDICTION AND APPROVAL.
1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
3. PORTABLE FIRE EXTINGUISHERS (S).
4. DRINKING FOUNTAIN, BUILDING DRAINS, CLEAN -OUTS, AND HOOK-
UP TO PLUMBING SYSTEM.
5. ELECTRICAL SERVICE HOOK-UP ( INCLUDING FEEDERS) TO THE
BUILDING.
6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS ( MULTI -UNITS
ONLY).
7. CONNECTION OP ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATING LINES (S) - ( MULTI -UNITS ONLY).
8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
9. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE.
10. GUTTERS AND DOWNSPOUTS (IF APPLICABLE).
11. SINK AND CABINETS.
12. FIRE ALARM SYSTEM, WIRING, ETC.
13. THERMAL EXPANSION DEVICE IF REQUIRED.
STATE CODES:
FLORIDA
2007 FLORIDA BUILDING CODE
2004 FPC w/ 2005/2006 AMENDS
2004 FMC w/ 2005/2006 AMENDS
2003 NFPA 101
2008 NEC
FACBC
2004 FFPC
OCCUPANCY B
CONSTRUCTION TYPE V - B
DRAWING INDEX:
Cl COVER SHEET
Al FLOOR PLAN
A2 ELEVATIONS
A3 BUILDING CROSS SECTION ,,,�►
A4 FOUNDATION PLAN
ELEVATION NOTES (TYP.) W
1.) SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION
2.) HANDICAP RAM(S), STAIRS (S), AND HANDRAILS ARE TO BE DESIGNED AND SITE
INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION AND APPROVAL.
3.( FOUNDATION ENCLOSURE ( WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET
VENT AREA PER 1/1 1/150th OF THE FLOOR AREA, AND AN 18" X 24" MINIMUM F`
CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL
JURISDICTION AND APPROVAL. 0
REVISION DATE: DATE: 04/28/2009
DRAWN: R.C.S.
JOB #: STOCK UNIT
SHEET NO.
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1 I/2'
STUD HURRICANE
ANCHOR EQUAL x
5TU0 HURRICANE
MAX
(2)-2X4 SYP02
r
ao
"
ANCHOR EQl1AL
0
SIN L Y
/2 TO HUGHES HC20 I
TO HUGHES HC20
I
J
�../
(12500 UPLIFT)
3/4" INLET
(1250 UPLIFT)
SILL PLATE
C
CRIPPLE STUDS
(2)-2X4 SYP02
SINK
(2)-2X4 5YP02
3 n
a 16 ° O.C.
SUDS
INSTALL AT FACTORY INSTALL AT FACTORY .
(2)-2XLE
(2)-2X4 5YP02
3 ��
FA5TE
La
A 16" or-.
3" TO TERM. 3" TO ASTE TERM.
SUPPLY LINE IS BASED ON AN ASSUMED
A S 4 L 'S YIpI��p SIT 11/2"
SLIP JOIi�T CONNECTIONS.
AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN
-
TRAPS UJITH
INLET. ALL STUB -UPS I/2" TYPICAL DOOR FRAMIW3
TYPICAL WINDOW FRAMING
DWV
5U PPl.
TYPICAL FRAMING
PLUMBING RISER
SCALE: 3/8" =1'-0"
SCALE: 1/2" = V-0""
DATE:
04/28/2009
r--
DRAWN:
R.C.S.
JOB #: STOCK
SHEET NO.
Al
COPYRIGHT 2007 -MODULAR PLANS DESIGN, CO.
RIDGE BEAM CONSTRUCTION
4 LAYERS 3/4" X 24" PLYWOOD, RATED SHEATHING, EXP. - 1, STRUCT - 1,
5 - PLY / 5 LAYER, 48/24 EACH HALF CONTINUOUS ENTIRE LENGTH OF BUILDING
NOTES:
1. PLYWOOD FACE GRAINMUST BE PARALLEL TO THE RIDGE BEAM SPAN.
2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM.
3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH,
THICKNESS, AND GRADE OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES
ARE PERMITTED.
4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE W/ PSI - 95.
5. PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED
TO ADJACENT LAYERS IN ACCORDANCE W/ POS SUPPLEMENT #5, W/ AN
ADHESIVE COMPLYING W/ ASTM D2559, OR CA25-4.
6. PLYWOOD MUST NOT BE TREATED W/ A FIRE RETARDANT PROCESS,
7. MOISTURE CONTENT MUST BE LESS THAN 16%.
8. BEAMS MUST EXTEND CONTINUOUS OVER ENTIRE LENGTH OF ALL COLUMN
SUPPORTS.
9. INSTALL (2 X 4) X 20" SPF # 3 RIDGE BEAM BEARING STIFFENER OVER
SUPPORT COLUMNS. WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE
OF THE STIFFENER TO THE RIDGE BEAM W/ 100% GLUE COVERAGE AND
(6)15 GA. X 2 - 1/2" STAPLES.
APPROVED TRUSS DESIGN
TRUSS MFG. ALPINE ENGINEERED PRODUCTS
TRUSS DWG. NO. 25389
FLORIDA'S DADE/BROWERED COUNTY REQUIREMENT
INSTALL CONTINUOUS 3" WIDE PLWOOD BEARING STRIP OVER TOP PLATE
AT ALL BEARING WALLS (TYPICAL) (THE SAME THICKNESS AS CEILING FINISH)
NOTE:
TRUSSES WITCH DO NOT FALL DIRECTLY OVER WALL STUDS
SHALL BE STRAPPED TO TOP PLATE w/ (1) 26 GA. X 1 1/2" STRAP
AND FASTENED w/ (8) 15 GA. X 1 1/2" STAPLER WITH MIN. I"
PENETRATION PER STRAP END. STRAP WALL STUDS EITHER
SIDE OF TRUSS TO DOUBLE TOP PLATE AND FABRENED w/ (8)
15 GA. X 1 1/2" STAPLES WITH MIN. P PENETRATION.
ROOF COVERING OVER 1/4" DENS -DECK SEE HVAC PLAN FOR NOTE: TRUSSES WHICH DO NOT FALL DIRECTLY OVER WALL STUDS
OVER 5/8" APA IRATED PLYWOOD SHEATHING RETURN AIR DUCT SHALL BE TO TOP PLATE AND THE TOP PLATE SHOULD BE STRAPPED
MIN. EXP -I, 32/16. SEE ROOF SHEATHING SPECIFICATIONS AND t0 THE NEAREST ADJACENT STUD WITH EQUIVALENT FASTENING.
DETAIL THIS SHEET. MECHANICAL NOTES
F EC FILING DUCT
P CATION LISTED TRUSSES A 24" O.C.
2 X 4 SPF *2 BOTTOM PLATE
15'-8" MAX. MODULE WIDTH
LISTED TRUSSES m 16" O.C. MAX. LISTED ROOF TRUSS DESIGN LOADS:
11'-8" MAX. MODULE WIDTH
3/8" APA RATED SHEATHING EXPA, EXP EXT
LISTED ROOF TRUSS DESIGN LOADS:
- LIVE LOAD 20 PSS TOP CHORD
a
a
4'-0"
LIVE LOAD 20 PFS TOP CHORDmlljlllllllDEAD LOAD 4 PSS TOP CHORD
ENDWALLS) INSTALL DOUBLE STRAPPING
DEAD LOAD 6 PSF TOP CHORD SEE APPROVED PACKAGE FOR CEILING DEAD LOAD 6 PSF BOTTOM CHORD
-2,
STAPLES
DEAD LOAD 4 PSP BOTTOM CHORD -TO WALL FASTING RQUIREMENTS.
TYP. WINDOW SILL
FROM TOP FLANGE OF OUTRIGGER
'
EXTERIOR WALL STRUCTURAL BRACING
;
INTO FLOOR AND / OR RIM JOIST
BRACING MATERAIL:
1/6" STRUCTURAL RED THERMO FASTENED
SIDEWALLS:
z
OUTRIGGER ANC> CROOSMEMBER SPACING
Im In
RIM MEMBER 2X4 SPF "3 MIN. BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
48" O.C. MAX. -
130 MPH
30 GA. X 1 1/2" STEEL STRAP FROM 4' MINIMUM WDITH SHEET EXTENDING
- PLY
�� �:
OR GALV. BOX NAILS 3 O.C. EDGES AND 12 O.C. FIELD
TRUSS TO WALL STUD 16" O.C. WITH c CONTINUOUSLY FROM TOP t0 BOTTOM PLATE
-I-16
C
6
GA. X I" STAPLES PER STRAP END WITH ALL SHEATHING EDGES EXTENING 3/4"
DOUBLE STRAPPING AT EACH STUD FORMINIMUM OVER NA
EXTERIOR WALL PINISNt 019 ALUM. R 2" NOMINAL LUMBER OF OF THE
FIRST 4' IN FROM EACH CORNER SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
R - 11 KRAFTBACK WALL
BRACING SHALL BE LOCATED AS CLOSE TO EACH
R19 KRAFTBACK INSULATION
ON EDGES AND 6" OC IN THE FIELD
CORNER OF BUILDING AS POSSIBLE,
WINDOW HEADER, SEE SPAN CHART -/BRACING
MATERAIL:
Lo m s
POR SPECS. 5/8" APA RATED SHEATHING EXR I, EXP -2, EXT O N o QQc
OR 5/6" APA RATED SIDING EXT. FASTENED W/ GLUE AND 10d COMON ♦ ♦ o
TYP. WINDOW, SEE SHEET 02 FOR OR GALV. BOX NAILS 6" O.C. EDGES AND 6" O.C. FIELD WITH 10090 PER V a p °O
EXTERIOR WALL STRUCTURAL BRACING p °O a
SPECS. GLUE COVERAGE. � 19 `4
SIDEWALLS: .. c� co>
BRACING INSTALLATION: ENDWALLS: 00 -<
2 X 4 SPF 02 WALL STUDS 16" O.C. STRUCTURAL SHEATHING SHALL CONSIST OFA BRACING INSTALLATION: ¢ a
1"� ❑
4' MINIMUM WDIH SHEET EXTENDING. STRUCTURAL SNEA?HIND SHALL EXTEND CONTINUOUS
CONTINUOUSLY FROM TOP TO BOTTOM PLATE FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM .... a
WITH ALL SHEATHING EDGES EXTENING 3/4" BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES O
MINIMUM OVER 2" NOMINAL LUMBER OF OF THE SUPPORTED BY 2" NOMINAL LUMBER OF THE GRADE LL u
SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. AS EXTERIOR WALL FRAMING. w 2
BRACING SHALL BE LOCATED AS CLOSE TO EACH ® c
CORNER OF BUILDING -c AS POSSIBLE BRACING MATERIAL
INSULATION.x L SMART PANEL SHEATING JOINTS SHALL BE CENTERED ALONG ui
THE DOUBLE TOP PLATE. SHEATHING SHALL 13E FASTENED ft �-
2 X 4 SPF *2 BOTTOM PLATE
15'-8" MAX. MODULE WIDTH
30 GA. X 1 1/2" STEEL STRAP FROM WALL
11'-8" MAX. MODULE WIDTH
3/8" APA RATED SHEATHING EXPA, EXP EXT
(�
a
a
4'-0"
PER STRAP END. (TYPICAL SIDEWALLS t '
ENDWALLS) INSTALL DOUBLE STRAPPING
2x4 BLOCKING TYP.
-2,
STAPLES
INSTALL (2) 3/8" X 3" LAG SCREWS
TYP. WINDOW SILL
FROM TOP FLANGE OF OUTRIGGER
'
STAPLES
INTO FLOOR AND / OR RIM JOIST
BRACING MATERAIL:
1/6" STRUCTURAL RED THERMO FASTENED
OR 3/8" APA RATED SIDING EXT. FASTENED W/ ed COMMON
z
OUTRIGGER ANC> CROOSMEMBER SPACING
RAIL SIZE
48" O.C. MAX. -
130 MPH
2X10
- PLY
�� �:
OR GALV. BOX NAILS 3 O.C. EDGES AND 12 O.C. FIELD
1
C
6
WITH 16 GA. X P X 1 - 1/4" STAPLES 3" O.C.
R - 11 KRAFTBACK WALL
ON EDGES AND 6" OC IN THE FIELD
NOTE:
INSULATION.x L SMART PANEL SHEATING JOINTS SHALL BE CENTERED ALONG ui
THE DOUBLE TOP PLATE. SHEATHING SHALL 13E FASTENED ft �-
TYPICAL CROSS SECTION
SCALE: 3/4" -1'-0"
tH WELDS ONE SI
rts AND uAs At r--12 GA. OUTRIGGER5
22-1/4"
12 GA. CROSSMEMBERS
(t0 BE LOCATED OPPOSITE OUTRIGGERS
AS SHOWN)
FRAME DETAIL
SCALE: NOT TO SCALE
GENERAL CROSS - SECTION NOTES:
I. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
YIELD STRENGTH = 3(o KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI / ASME 518),1,
Fyb ■ 60 KS.I. MIN
3. TRUSS BOTTOM CHORDS MUST BE BRACED IN ACCORDANCE WITH
SPECIALTY ENGINEERS DESIGN DRAWINGS.
ENDWALLS:
TO THE TOP PLATE. A 6 O.C. USING bd COMMON NAILS.
BRACING INSTALLATION: z u)
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS O ¢
FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM 7
BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES p
SUPPORTED BY 2" NOMINAL LUMBER OF THE GRADE -'
U.
A$ EXTERIOR WALL FRAMING. _ = o
BRACING MATERIAL: ®o z g
3/8 CDX PLYWOOD EXP -1 24/0 FASTENED WITH -1/16 0 0 - Lu
X 1 1/2" X 16 GA. STAPLES 3" O.G. EDGES 6" O.C. FIELD. to Y
1-3/8"
C�
7 1/2" MAX 3.r
1-3/8"
1
OUTRIGGER SECTION CROSSMEMBER SECTION
ry0
LL
RAIL REQUIRED AT TOP AND FASTEN ROOF SHEATHING TO (2) 2x6 SYP. "2 W
BOTTOM, EXTENDING CONTINUOUS ROOF SHEATHING TOP PLATE WITH BOUNDRY FASTENER SPACING.
4'-0" MINIMUM PAST END WALL SEE ROOF SHEATHING DETAIL.
WITH NO END JOINTS
ROOF SHEATHING EXTEND END WALL SHEATHING CONT.
TO ROOF SHEATHING AND FASTEN t0
112'-1 O" BLOCKING TOP PLATE WITH THE SAME FASTENER U
o - - - - - - - - SIZE AND SPACING REQUIRED FOR THE
END WALL.
(3)-15 GA x 1/16" x 2-1/2" STAPLES EACH END (�
�- FASTEN EACH
m RAIL t0 EACH (3) -0.148 DIA x 3" NAILS FROM RAIL t0 EACH
ALo
PPROVED TRUSS ` '
TRUSS (SEE CHART) STUD �' /1 X
2x3 SYP 03 FRAMING At 24" O.C. MAX
N
EXTERIOR FINISH INSTALL FIREBLOCKING AT EACH MATE LINE.
MATERIALS NOT FIREBLOCKING SHALL BE AT LEAST ONE LAYER L1..
SHOWN OF 3/4" PLYWOOD EXTENDING FULL HEIGHT AND
110 -10 WIDTH of ovERHANG. J
- - - (3)-15 GA x 1/16" x 2-1/2" STAPLES EACH END
2x6 FIRE STOP ACTUAL OVERHANG LENGTH 6" O
SIDE WALL BLOCKING BETWEEN
ALL STUDS AT o
CEILING LINEL 2x6 SYP 01 STUDS A 16" OC
RAIL AND RAIL FASTENING CHART
2 X 4 SPF *2 BOTTOM PLATE
15'-8" MAX. MODULE WIDTH
30 GA. X 1 1/2" STEEL STRAP FROM WALL
11'-8" MAX. MODULE WIDTH
STUD TO FLOOR JOIST AT OPENING STUDS
AND 16" O.G. WITH "1- 16 GA. X P STAPLES
4'-0"
PER STRAP END. (TYPICAL SIDEWALLS t '
ENDWALLS) INSTALL DOUBLE STRAPPING
2x4 BLOCKING TYP.
AT EACH END CORNER.
STAPLES
INSTALL (2) 3/8" X 3" LAG SCREWS
\ / /
FROM TOP FLANGE OF OUTRIGGER
'
STAPLES
INTO FLOOR AND / OR RIM JOIST
RAIL SIZE
ABOVE ( TYP. EACH OUTRIGGER)
RAIL SIZE
OUTRIGGER ANC> CROOSMEMBER SPACING
RAIL SIZE
48" O.C. MAX. -
130 MPH
2X10
8
2X8
1
2X8
6
FULL LEW's
OF ALL FLANG
ALL OUTRI,
PLYWOOD ROOF SHEATHING NAILING PATTERN
5/8" PLYWOOD SHEATHING SHALL BE BLOCKED SCALE: 3/8" = 1'-0"
WITH 2x NOMINAL LUMBER OF THE SAME SPECIE
AND GRADE AS TRUSS TOP CHORD FOR A DISTANCE
OF 4'-0" FROM EACH END WALL WITH ROOF BOUNDARIES
NAILED AT 4'-0" D.C. AND OTHER BLOCKED EDGES NAILED At 6" O.C.
AND UNBLOCKED EDGES At 6" O.C- NAIL FIELD LOCATIONS AS FOLLOWS
4" O.C. IN AREAS WITHIN 4'-0" OF BUILDING CORNERS b" O.C. At ALL OTHER
-
LOCATIONS WITHIN 4'-0" OF EXTERIOR EDGES OF BUILDING 10" O.C. ELSEWHERE.
ALL NAILS SHALL BE 10d COMMON NAILS.
INTERIOR FINISH MATERIAL
EXTERIOR FINISH MATERIAL
CEILING: T -GRID CEILING INSTALLED PER MANUFACTURER'S SPECS.
ROOF: 45 MIL BLACK RUBBER ROOF COVERING (EPDM) INSTALLED
PER MANUFACTURE'S SPECIFICATIONS.
WALL: 5/16 INCH HARDI-PANEL OVER APPROVED MOISTURE
WALL- I/2" VINYL COVERED GYPSUMWALLBOARDt
BARRIER AND BRACING MATERIAL FASTEN w/ 8d COMMON
INSTALLED PER MANUFACTURER'S SPECS.
NAILS a 4" O.C. (EDGE) AND 8" O.C. (FIELD).
FLOOR: BLOCK TILE IN BATHROOM AND WET AREAS.
NOTE: ALL ROOF COVERINGS SHALL MEET CLASS C OR BETTER REQ.
CARPET IN ALL OTHER AREAS.
ROOFING AND SIDING MATERIALS AND THERE FASTENINGS
SHALL BE DESIGNED AND INSTALLED SO AS TO RESIST THE
COMPONENT WIND LOAD SHOWN ON THE COVER SHEET.
ALL ROOF COVERINGS SHALL MEET CLASS C OR BETTER
REQUIREMENTS.
WALL FINISH SHALL BE INSTALLED OVER APROVED MOISTURE
PROTECTION AND BRACING MATERIAL.
MOISTURE PROTECTION BEHIND WALL COVERING SHALL BE
AS REQUIRED BY EXTERIOR WALL FINISH MANUFACTURER'S
SPECIFICATIONS, BUT NOT LESS THAN ONE LAYER OF NO. 15
ASPHALT FELT, COMPLYING WITH ASTM 0226 FOR TYPE I FELT
ATTACHED IN SUCH A MANNER A$ TO PROVIDE A CONTINUOUS
-
WATER - RESISTIVE BARRIER BEHIND THE EXTERIOR WALL
FINISH.
TYPICAL CROSS SECTION
SCALE: 3/4" -1'-0"
tH WELDS ONE SI
rts AND uAs At r--12 GA. OUTRIGGER5
22-1/4"
12 GA. CROSSMEMBERS
(t0 BE LOCATED OPPOSITE OUTRIGGERS
AS SHOWN)
FRAME DETAIL
SCALE: NOT TO SCALE
GENERAL CROSS - SECTION NOTES:
I. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
YIELD STRENGTH = 3(o KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI / ASME 518),1,
Fyb ■ 60 KS.I. MIN
3. TRUSS BOTTOM CHORDS MUST BE BRACED IN ACCORDANCE WITH
SPECIALTY ENGINEERS DESIGN DRAWINGS.
ENDWALLS:
TO THE TOP PLATE. A 6 O.C. USING bd COMMON NAILS.
BRACING INSTALLATION: z u)
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS O ¢
FROM TOP OF TRUSS TOP CHORD TO 3/4" MINIMUM 7
BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES p
SUPPORTED BY 2" NOMINAL LUMBER OF THE GRADE -'
U.
A$ EXTERIOR WALL FRAMING. _ = o
BRACING MATERIAL: ®o z g
3/8 CDX PLYWOOD EXP -1 24/0 FASTENED WITH -1/16 0 0 - Lu
X 1 1/2" X 16 GA. STAPLES 3" O.G. EDGES 6" O.C. FIELD. to Y
1-3/8"
C�
7 1/2" MAX 3.r
1-3/8"
1
OUTRIGGER SECTION CROSSMEMBER SECTION
ry0
LL
RAIL REQUIRED AT TOP AND FASTEN ROOF SHEATHING TO (2) 2x6 SYP. "2 W
BOTTOM, EXTENDING CONTINUOUS ROOF SHEATHING TOP PLATE WITH BOUNDRY FASTENER SPACING.
4'-0" MINIMUM PAST END WALL SEE ROOF SHEATHING DETAIL.
WITH NO END JOINTS
ROOF SHEATHING EXTEND END WALL SHEATHING CONT.
TO ROOF SHEATHING AND FASTEN t0
112'-1 O" BLOCKING TOP PLATE WITH THE SAME FASTENER U
o - - - - - - - - SIZE AND SPACING REQUIRED FOR THE
END WALL.
(3)-15 GA x 1/16" x 2-1/2" STAPLES EACH END (�
�- FASTEN EACH
m RAIL t0 EACH (3) -0.148 DIA x 3" NAILS FROM RAIL t0 EACH
ALo
PPROVED TRUSS ` '
TRUSS (SEE CHART) STUD �' /1 X
2x3 SYP 03 FRAMING At 24" O.C. MAX
N
EXTERIOR FINISH INSTALL FIREBLOCKING AT EACH MATE LINE.
MATERIALS NOT FIREBLOCKING SHALL BE AT LEAST ONE LAYER L1..
SHOWN OF 3/4" PLYWOOD EXTENDING FULL HEIGHT AND
110 -10 WIDTH of ovERHANG. J
- - - (3)-15 GA x 1/16" x 2-1/2" STAPLES EACH END
2x6 FIRE STOP ACTUAL OVERHANG LENGTH 6" O
SIDE WALL BLOCKING BETWEEN
ALL STUDS AT o
CEILING LINEL 2x6 SYP 01 STUDS A 16" OC
RAIL AND RAIL FASTENING CHART
WIND
15'-8" MAX. MODULE WIDTH
13'-8" MAX. MODULE WIDTH
11'-8" MAX. MODULE WIDTH
SPEED
(EXP. C)
MININUM
STAPLES
MININUM
STAPLES
MININUM
STAPLES
RAIL SIZE
PER RAIL
RAIL SIZE
PER RAIL
RAIL SIZE
PER RAIL
130 MPH
2X10
8
2X8
1
2X8
6
Nom:
I. THIS DESIGN IS BASED ON ASCE 1 - 02 WITH A ROOF ANGLE OF LESS THAN 10".
2. ALL RAILS ARE SYP n LUMBER OR BETTER
3. ALL FASTENERS ARE 15 GA. X 1/16" X 2 - 1/2" STAPLES OR EQUAL.
SECTION A -A ENDWALL DETAIL
SCALE: 1- 1/2" = F-0" SCALE: V = P-0"
FA5TEN IN511DE RIM JOIST TO FLOOR J015T REVISION DATE: DATE: 04128/2009
WITH 3- 1(oD NAILS PER FLOOR J015T,
FA5TEN OUTSIDE RIM JOIST TO INSIDE RIM `'�, DRAWN: R.C.S.
J015T WITH I(oD NAILS 5PACED 51,
O.C.
UNIT#:
FLOOR JOIST 1 SHEET No.
SCALE: V =1 I -,oil
A3
Q COPYRIGHT 2007 -MODULAR PLANS DESIGN, CO.
FRAME TIE -DOWN STRAP AND GROUND
ANCHOR ON CENTER SPACING CHART.
WIND SPEED
WITHIN 6'-0" OF END WALLS
ELSEWHERE
90 MPH
10' - 4" „
12' - 0"
100 MPH
8' - 4" -,
12' - 0"
110 MPH
6'-10"0,
10'-4"
120 MPH
5'
8"
130 MPH
4' - 6"
l' - 4"
140 MPH
3' - 9"
V - 4"1
150 MPH
31 - 411 to
5' - 4"
ALL POINTS ALONG I -BEAMS SHALL BE WITHIN 1/2 OF THESE
DIMENSIONS OF A STRAP/ANCHOR LOCATION.
so THE FIRST STRAP/ANCHOR LOCATION FROM EACH END SHALL
NOT EXCEED 1/2 OF THIS DIMENSION.
FOUNDATION DIMENSIONS
A. MODULE WIDT
5. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
11' - S"
2211
EJ — 1/2 11
D. MAX. PIER SPACING
MINIMUM SOIL BEARING CAPACITY
2000 P5F
3000 PSF
FOUNDATION NOTES:
NOTE: ALI, REQUIRED BUILDING AND/OR CONSTRUCTIONPERMITS MUST BE
APPLIED FOR AND
OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO ANY
WORKED BEING
DONE ON THE ABOVE SHOWN FOUNDATION DESIGN.
1. THE ABOVE FOUNDATION DESIGN IS TO BE SUBMITTED TO THE LOCAL
JURISDICTION HAVING AUTHORITY. THE APPROVAL OF THIS FOUNDATION IS
6-0" TYP. SUBJECT TO LOCAL JURISDICTION:
r------------------ ----
2. TIE -DOWN STRAPS TO BE I-1/4" X.035 GALVANIZED STEEL FEDERAL
I F.T. F.t. F.T. T. F.T. F.T. F.T. F.T. F.T. F.T. SPECIFICATIONS QQS-781-H
TYPE -I FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO
--
---
1I- -- ----} I----- --I (----- -----} __ _--�- -�—_-----•---F- -I------ —I ,--F- 1 T- 17—mm --I F_ — F —1 F 8 —1 HAVE 4,725#
L L- — J L _ J L _ Lr — MINIMUM ULTIMATE CAPACITY (3,150 # X 1.5).
A 3. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 6,500 LB. CAPACITY AND
SHALL BE INSTALLED IN ACCORDANCE WITH THEIR FL LISTING APPROVAL. o
( A4
6 4. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING, Q
Q� ,c
5. ALL PIERS SHALL BE 8" X 8" X16" MASONRY BLOCKS ON 16" X 16" X 4" (DEEP) a p ` a
u CONCRETE PADS EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. M �'
¢ (0 0 a
6. MINIMUM SOIL BEARING CPACITY IS 2 000 PSF. TO BE VERIFIED BY BUILDING'S Z 4k °° °° °`
F 7 F 7 r >
OWNER. a
__ _ � — L _ L _ L. _ L — L_ — 7. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL ®" o �-
F.T. T. T. t. T. T. T. T. T. T.
GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING U- u,
uj
— — — — _ — — — — — — — _ — — J (FOOTING) AND THAT THE GROUND IS LEVELED TO WTHIN 6" AND FIRMLY ❑ a
v
MAXIMUM WIND SPEED 130 MPH. PER ASCE-1-02
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 47125 LB.
CAPACITY AND ASHALL BE INSTALLED IN ACCORCANCE WITH
THEIR APPROVAL.
FOUNDATION PLAN
SCALE: 1/4" = 1'-0..
P.T. 2x8 SHIMS . p I'-7"
4"x8"Ab" CAP BLOCK
19"x19"x7/8" A85 PAD 8"x8"Aiv" CAP BLOCK
NOTE: MAXIMUM OF (2) LAYERS
L OF 11100D MAY BE USED
19"xl9"x3/4" AB5 PAD
NOTE: AT LEAST (1)4"x4"xlb" CAP MODEL *3083 (MINUTE MAN INC)
BLOCK MUST BE USED AT ALL PIERS (OR APPROVED EQUAL)
A PIER ��A�� EQUAL OR EXCCEAD Ea .55 5F. MIN
SCALE: 3/4" = 1'-0"
SIDE WALL
FRAME TIE-DMI4
STRAP t0 BE 1113TALLED
ABOVE I -BEAT^
PERIMETER RAI
FRAME I -,SEAM
FRAME OUTRIGG R BEYOND ---
E CROSS 111`115ER BEYOND
PIER TYPE A (TYP)
EXISTING GRAME
NOTE: CRIMP STRAP WITH
a A LISTED STRAP CRIMP OR J -HOOK
WRAPPED AROUND 17BEAM
rt
TYP. GROUND ANCHOR
, tr
16
n
17,
COMPACTFD.
n
8. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM a
AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, z
AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER OR CEDAR AND
BEARING PRIOR TO ADDING THE SHIMS.
9. MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL uj
JURISDICTION.
10. OVERALL WIDTH DIMENSIONS IS NOMINAL AND IS BASED ON UNIT WIDTH X �/ ® w o
NUMBER OF UNITS, ACTUAL OVERAL WIDTH MAY INCREASE DUE TO SITE w a
CONDITIONS, MATERIAL TOLERANCES, FAILURE 2
TO REMOVE CLOSE-UP MATERIAL AND/OR OTHER FACTORS BEYOND THE coo
CONTROL OF THE BUILDING MANUFACTURERS. 9 Z
11. FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34" SHALL ® Z
_w
REQUIRE FONDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL. C,� �' N g c
12. WHERE REQUIRED BY LOCAL JURISDICTION ALL MASONRY PIERS MAY LAID
IN TYPE "M" OR "S" MORTAR IN COMPLIANCE w/ASTM C887, OR SHALL HAVE
SURFACE BONDING MORTAR IN COMPLIANCE w/ASTM C 946. ✓�
PL
SYMBOLS
TF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
• HURRICANE STRAP
SHEET NO.
�.�-. SECTION TIE DOWN, SIDEWALL TYP.
�.� SCALE: 3/4 F-0"
A4
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