HomeMy WebLinkAboutModular structure, 36'X60'MODULAR STRUCTURE FOR:
MECHANICAL NOTES:
1. ALL SUPPLY AIR REGISTERS SHALL BE 101NCHES X 10 INCHES ADJUSTABLE w/ 10 INCHES X 20 INCHES
(INSIDE) OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENILATED
ATTIC SPACE$ $HALL HAVE AN R-6 INSULATION VALUE. DUCTS LOCATED IN UNCONDITIONED INTERIOR
SPACE. INTERIOR SPACES SHALL HAVE AN R-4.2 INSULATION VALUE.
2. RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM PER WATER CLOSET AND /OR URINAL.
3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP.
4. HVAC EQUIPMENT SHALL BE EQUIPPED WIVH OUTSIDE FRESH INTAKES PROVIDING 20 CFM FOR EACH
OCCUPANT OR 50 CFM FOR EACH WATER HEATER CLOSET AND EACH URINAL, WHICH EVER IS GREATER.
PLUMBING NOTES:
1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
AND SERVICE SINK WHEN NOT SHOWN ON THE FLOOR PLAN.
2. TOILETS SHALL BE ELONGATED WITH NON -ABSORBENT OPEN FRONT SEAT.
3. RESTROOMS WALL$ $HALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF
72 INCHES A.F.F.
4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
5. WATER HEATER SHALL HAVE SAFTV 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. DW V SYSTEM SHALL BE EITHER ABS OR PVC - DWV.
7. WATER SUPPLY LINES SHALL BE POLYBUTYLLENE,CPVC, OR COPPER; WHEN POLYBUTYLENE SUP PLY
LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS 180' F. THE POLY-
BUTYLENE PIPE $HALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES LIMITATIONS AND
INSTRUCTIONS.
8. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED.
9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS.
SUBJECT TO LOCAL JURISDICTION APPROVAL.
10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET
TEMPERATURE OF 120" F (48.8- C).
11. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON
PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHER$, SUBJECT TO LOCAL JURISDICTION
AND APPROVAL.
AS -BUILT BUILDING NOTES:
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 IS UP TO THE
LOCAL JURISDICTION TO REVIEW AND APPROVE THE ATTACHED BUILDING PLANS.
THIS BUILDING WAS DESIGNED APPROVED AND CONSTRUCTED UNDER THE THEN
CURRENT BUILDING CODES TO A NOMINAL DESIGN WIND SPEED OF 146 MPH. THE FBC, 6TH
ED. NOW USES ULTIMATE DESIGN WIND SPEED, TABLE 1609.3.1 PROVIDES WIND SPEED
CONVERSION$, WHERE THE NOMINAL DESIGN WIND SPEED AND THE ULTIMATE DESIGN
SPEEDS ARE COMPARED. THE 146 MPH NOMINAL DESIGN WIND SPEED IS EQUAL TO THE
188 MPH ULTIMATE DESIGN WIND SPEED.
THIS IS A SET OF STOCK AS -BUILT APPROVED BUILDING PLAN$. THE ORIGINAL SET OF
APPROVED PLANS IS NO LONGER AVAILIABLE, THEREFORE THIS SET HAS BEEN PROVIDED
FOR ACQUIRING A BUILDING PERMIT. PER FLORIDA STATUTE RULE 913-1.
E
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 DOOM, 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-146 Vasd/ 188 Vult MPH(HVHZ)
6. OCCUPANCY IS BUSINESS,
7. OCCUPANT LOAD: 21 PEOPLE. BASED ON 1 PERSON PER 100 SQUARE FEET OF BUSINESS AREA).
8. CONSTRUCTION IS TYPE V-B.
9. ALL STEEL STRAPS REFERENCED S FLOOR PLAN $HALL BE 1.5INCH X N GA.EACH
END O GA. X 7/16
INCH CROWN X 1 'IDTH IS STAPLES W ITH A MINIMUM OF 1"PENETRATION EACH END OF STRAP OR
10. MIN. CORRIDOR WIDTH IS 44 INCHES.
12. MIN. CORRIDOR FINISH IS CLASS B (GYPSUM).
12. WINDOW AND DOOR HIGH WIND STORM COVERING$ 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 IN ACCORDANCE WITH TABLE 6020E THE
FLORIDA BUILDING CODE, 6TH EDITION (2017). T
1
6. BE EN REQUIRED,
SIDE OF ROOFPROVIDESAND
SUBJECT TOHAN LOCAL JURISDICTION.
GUTTERS AND DOWNSPOUTS WILL
BE REQUIRED, SITE INSTALLED AND SUBJECT TO ZINGS ALL B CTION.
17. IN WIND BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE PROTECTED WITH AND IMPACT
RESISTANT COVERINGORWITH MINIMUM OVE WOOD STRUCTURAL PANELS PER SECTION T HARD A
THE EBC.PANELSSHALL 9. PRECUT TOCOVERTHE GLAZEDOPENINGS WITH ATTACHMENT HARDWARE
PROVIDED PER TABLE N SITE
THE IMPACT RESISTANT COVERING IS WOOD STRUCTURAL PANELS
ARE TO R PROVIDED E SITE BROTHERS. WITHINSUBJECTONE LOCAL JURISDICTIONAND APPROVAL
.
WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER LINE
WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER AND AREAS WHERE THE ULTIMATE
DESIGN WIND SPEED IS 140 GREATER.
18TH
. ALL MATERIALS USED IN THE CONSTRUCTION OFU THE BUILDING WHICH ARE COVERED R THE FLORIDA
BUILDING COMMISSION CHAPTER FLORIDA BUILDING
RULES $HALL HAVE CURRENT FLORIDA PRODUCT APPROVAL.
20. THESE PLANS COMPLY WITH THE ARE OA BUILDING CODE, 6TH EDITION (2017).
20. THE RAISED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCY'S OFFICE AS DIRECTED
BY DBPR.
21. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT IS ATLEAST AN
AVERAGE OF 1 FOOT-CANDLE AND A MIN. OF A 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 O
.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 $HALL HAVE COMPLETELY ENCLOSED LAMP$. $URFACEMOUNTED
INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES
SHALL HAVE A MININMUM CLEARANCE OF 6INCHES FROM" STORAGE AREA" AS DEFINED By NEC 410-8 1.)
3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE
DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT
BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH
OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED
IN THE OPEN POSION.
4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE
EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED" OFF" POSITION THAT IS APART OF THE HVAC
EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE
DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY
ACCESSIBLE CIRCUIT BREAKER.
5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER
MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY
LOCAL ELECTRICAL CONSULTANT.
6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT
TO LOCAL JURISDICTION APPROVAL.
T ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED
ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTOR$.
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 FLOOR.
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 EMEGENCV LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDINGS
OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL.
TM
ACCESSIBILITY NOTES:
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE
RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE.
INACCESSIBLE ENTRANCE$ $HALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST
ACCESSIBILE ENTRANCE.
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE
FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEEL-
CHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE
DIFFICULTY IN BENDING.
3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT
LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING:
DOOR$ ETC. TO SUCH SPACES $HALL BE ACCESSIBLE ie. TOUCH LATCHES U-SHAPED PULL$ : SPACES
SHALL BE WITHIN 15 INCHES MINIMUM AND M, OF
E MAXIMUM OF THE FLOOR FOR FORWARD REACH OR
A MIMES MINIMUM AND 54 INCHES MAXIMUM OF THE FLOOR FOR SIDE REACH' CLOTHES RODS SHALL IBE
R
A MINIMUM DS 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
R INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR ANINCHES15 INCHES
ABOVE THE FLOOR FOR SIDE APPROACH.
RECEPTACLES IO WALLS SHALL BE MOUNTED NO LESS THAN SPECIAL
EQUIP
ABOVE THE FLOOR. EXCEPTION:
HEIGHT LIMITATIONS DO EPT APPLY LES 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
BO INCHES ABOVE THE FLOORPA ES SHALL
BELOW CEILING, WHICHEVER A IS LOWER.
6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE R. LEVER -OPERATED, PUSH TYPE, DOORS U - SHAPED) MOUNTED NO HIGHER THAN 48 FFORT. TH ABOVE THE FLOOR.
]. SHALLNOT EXCEED
INGING.THESAND5 UBORCER ALL SLIDING,
OPEN A LDING, OR
AND
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-REATER T. CHANGES IN LEVEL BETWEEN E0.25 ATERCHA
AND 0CH RE $HALL BE BEVELED WITH A SLOPE ES GREATER THAN INC CHANGES IN LEVEL GREATER THAN
0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL EC ION.DOORWAY
MAX. GRATINGS IN FLOOR SHALL
HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT
EXCEED 0.51NCH IN HEIGHT.
9. ACCESSIBILE WATER CLOSETS $HALL BE 17 INCHES FROM THE FLOOR R THE TOP OF THE SEAT. GRAB BARS
SHALL BE LOCATED
ES ALONG
MINIMUM WHEN LOCAWATER
CLOSET,
E T, A THE WATER MOUNT D 3 421N. & 39 M MAX.NINUM
FROM
WHEN LOCATED ALONG THE SIDE OF THE WATER CLOSET, AND SHALL BE MOUNTED 33" MIN.B 36" AX. FROM
FLOOR THE TOPTHE RAIL.
0. ACCESSIBLE URINALS $HALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT MAXIMUM OF 17
INCHES ABOVE THE FLOOR.
1. 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.
2. ACCESSIBLE SINKS SHALL BEMOUNTED WITH RIM HIGHER THAN 3CHESDINCHES ABOVE THE FLOOR TSINK.AND A
CLEARANCE OF AT LEAST 6.5INCHESINCHES
HIGH, 30 MUM.INCHES WIDE, AND 191NCHES DEEP UNDERNEAT SINK.
THE SINK DEPTH SHALL BE ES UNDER
N HER MAXIMUM.
3. HOT WATER AND DRAIN PIPES UNDE CTC CONTACT.
INSULATION
R D SINKSPROTECTION
ION MAT INSULATED B SI
OTHERWISE CONFIGURED TO PROTECT CONTACT. INSULATION OR PROTECTION MATE LAVATORIES
IE SITE
INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND
SINKS.
4. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER. OPERATED, PUSH -TYPE,
ELECTRONICALLY CONTROLLED).
5 WHERE MIRRORS ARE TO BE PROVIDED ABOVE A LAVORITORYHER THAN
COUNTERTOP, IT SHALL BE INSTALLED WITH
THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER SHALL B LOCATED
ABOVE FINISHED FLOOR.
6 WHERE MEDICINE CABINETS ARE PROVIDED AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO
HIGHER THAN 44 INCHES ABOVE THE FLOOR.
7. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.251NCHE5 TO 21NCHES IN DIAMETER WIRH 1.5INCHES
CLEAR SPACE BETWEEN THE BAR AND THE WALL.
8. TOILET STALL DOORS SHALL BE THE SELF -CLOSING TYPE.
9. WATER C DISET CER FLUSH
BE LOCATED SSHALL
BE JACENT MOUNTED
ON T ACCESSIBLE LAVATORIES.
:0. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE CLOSET.
ORB/
Julio
`�J�; ''VIGENSF '• lS/%
Orbegoso
No.38769
2020.06.23
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STRUCTURAL LOAD LIMITATIONS:
DESIGN CODES
FLORIDA BUILDING CODE, 6TH EDITION (2017)
ASCE 7-10 CODE
BUILDING DEAD LOADS
A. ROOF = 10 PSF
B. FLOOR - 10 PSF
C. WALLS PSF
BUILDING LIVE LOADS
A. ROOF = 30 PSF
B. FLOOR - 50 PST 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. 146 Vasd / 188 Vult MPH (HVHZ) WIND SPEED
2. II RISK CATEGORY
3. II BUILDING CATEGORY
4. ENCLOSURE CLASSIFICATION: ENCLOSED
GCPI =0.18 INTERNALPRESSURE COEFFICIENT.
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR(Kd)
7. 0.85 GUST RESPONSE FACTOR (Gh)
8. MAIN FRAME STRUCTURE OVERTURNING
LOAD
Pr - -93 PSF
9. COMPONENT & CLADDING LOAD:
(ROOF)
Pr = ZONE 1: 42.3 PSF, ZONE 2:71.0 PSF, ZONE 3:106.9 PSF
( WALL)
PW = ZONE 4: 45.9 PSF, ZONE 5: 56.6 PSF
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.
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 .
].CONNECTION OFELECTRICAL CIRCUITS CROSSING OVER MODULE
(S
MATING LINES (S) - ( MULTI -UNITS ONLY).
8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
9. WINDOW AND DOOR HIGH WINDSTORM 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
FLORIDA BUILDING CODE, 6TH EDITION (2017)
FLORIDA MECHANICAL CODE 6TH EDITION (2017)
FLORIDA PLUMBING CODE 6TH EDITION (2017)
FUEL GAS CODE 6TH EDITION (2017)
2014 NATIONAL ELECTRIC CODE
FLORIDA ACCESSIBILITY CODE 6TH EDITION (2017)
FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017)
OCCUPANCY BUSINESS
CONSTRUCTION TYPE V-B
DRAWING INDEX:
C1 COVER SHEET
Al FLOOR PLAN
A1.1 ELECTRICAL PLAN
A2 ELEVATIONS
A3 CROSS SECTION
A4 FOUNDATION PLAN
ELEVATION NOTES (TYP. )
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 1/11/150N OF THE FLOOR AREA, AND AN IB"X24"MINIMUM
CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL
JURISDICTION AND APPROVAL.
" NOTICE "
PLEASE REVIEW PLANS COMPLETELY, ANY
COMPONENTS CROSSING MATE. LINES WILL
BE SITE INSTALLED BY SET UP CREW.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
"NOTICE"
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THRU : JULY 14TH, 2020
REVISION DATE:
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND,FL 33813
PE LICENSE #38769
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DATE: 05-20-2019
DRAWN: R.L.G.
JOB #: CPX-114722
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TYPICAL DOOR FRAMING
HEADER STRAP
i— EQUAL TO
HUGHES HLSTA 24
(1260# UPLIFT)
swm
- X
O 16 4 O.C.
STUD HURRICANE
ANCHOR EQUAL
(1250# UPLIFT)
TYPICAL FRAMING
SCALE: 3/8" = P-O"
III
MAX
� vlhqh
\ ( -LX4 111f2
2 -2X4 SYPf2
2 -2X4 SYPf2
O f6' O.C.
TYPICAL WINDOW FRAMING
FLOOR PLAN
SCALE: 1 /4" = F-0"
LAV LAV
SUPPLY LINE IS BASED ON AN ASSUMED
AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN
INLET. ALL STUB -UPS 1/2'
SUPPLY
COLUMN STRAPPING SCHEDULE
A INDICATES TYPE OF STUD
TI INDICATES TYPE OF TIE DOWN STRAP
INDICATES WITH RIDGE BEAM BEARING
■ STIFFENER ( SEE RIDGE BEAM NOTES
FOR SPECIFICATIONS)
COLUMN STRAPPING SCHEDULE
0(2) 2x4 SPF #2 THIS HALF O(2) 2x4 SPF #2 EACH HALF
0(3) 2x4 SPF #2 THIS HALF &3) 2x4 SPF #2 EACH HALF
0(4) 2x4 SPF #2 THIS HALF F&4) 2x4 SPF #2 EACH HALF
(0, (5) 2x4 SPF #2 THIS HALF D(5> 2x4 SPF #2 EACH HALF
(6> 2x4 SPF #2 THIS HALF 0(6> 2x4 SPF #2 EACH HALF
0(7) 2x4 SPF #2 THIS HALF L&7) 2x4 SPF #2 EACH HALF
M (8) 2x4 SPF #2 THIS HALF N&8) 2x4 SPF #2 EACH HALF
NOTES -
I, ALL COLUMN STUDS SHALL BE NAILED TOGETHER PER NDS AND
FASTENED TOGETHER WITH 100% PVA GLUE COVERAGE.
2. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED.
3. INSTALL ONE TIE DOWN STRAP FROM RIDGE BEAM TO COLUMN AND
FROM COLUMN TO FLOOR RIM JOIST FOR EACH STUD OF COLUMNS.
(le- 3 STUD COLUMN WILL REQUIRE 4 TIE DOWN STRAPS)
4. STRAPS SHALL NOT BE OVERLAPPED OR DOUBLED UNLESS SPECIFIE
OTHERWISE.
TIE DOWN STRAP DESCRIPTION
TI 20 GA. X I - 1/2' GALV. STEEL STRAP WITH (7) 0.148'OX3' NAILS
EACH END. TWO 26 GA. X 1.5' GALV. STEEL STRAPS MAY BE
SUBSTITUTED FOR ONE 20 GA. X I - 1/2' STRAP. NAILS MUST
PENETRATE 2' MININUM INTO ALL MEMBERS. PENETRATION MAY
BE REDUCED TO I - 1/2' IF 8 NAILS ARE USED IN LIEU OF 7.
IN NO CASE SHALL SPLITTING OF WOOD BE PERMITTED.
2' VTR
1
SINK 3,
INSTALL e
FACTORY
3'
3' TO WASTE 3' TO WASTE 3' TO WASTE
TERMINAL TERMINAL TERMINAL
AALLLL SINK 6 LAV'S PROVIDEED WITH 1 1/2'
TRAPS WITH SLIP JOINT CONNECTIONS.
DWV
PLUMBING RISER
SCALE: 3/8" = F-0"
e
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THIRD: JULY 14TH, 2020
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No.38769
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2020.06.23
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STATE of
TF OP 16:11:08-04'00'
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�'s`SfONAL
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
0
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENTARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
O
VERIFIED ON ANY ELECTRONIC COPIES.
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND, FL 33813
PE LICENSE #38769
REVISION DATE:
DATE:
05-20-2O19
DRAWN:
R.L.G.
JOB #.
CPX-114722
0
SHEET NO.
Al
ELECTRICAL PANEL 'A' SIZING
DESCRIPTION,
.0035 KW SF X 672 SF X 1.25
2.94
1 HVAC 2 10.9 KW
10.9
12 RECEIPTS B 180 VA / 1000
2.16
1 WATER HEATER E 1.9 KW x 1.25
6.50
2 FANS 2 .3 KW X 1.25
.75
TOTAL 23_25 KW
TOTAL / 240 X 1000 9688 AMPS
INSTALL 100 AMP PANEL 120 / 240V 10
ELECTRICAL
SCHEDULE
CIRCUIT
NOMENCLATURE
BREAKER
(AMPS)
WIRE SIZE
CU. NM.
W/G.
1 & 3
HVAC
160A 2P
6-2
2
LIGHTING
20A IP
12-2
4,6
RECEPTS
20A IP
12-2
5 & 7
EEMAX
30A 1P
10-2
ALL PORTABLE APPLIANCES, INCLUDING W/H. TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL
\ I I _ r•L, iH —�� r•:y1 Ali` � IH
- W
►ter ►� r�� ►�
ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
ELECTRICAL PANEL 'B' SIZING
DESCRIPTION-
.0035 KW SF X 672 SF X 1.25 2.94
1 HVAC E10.9 KW 10.9
10 RECEIPTS 8 180 VA / 1000 1.80
TOTAL 15_64 KW
TOTAL / 240 X 1000 6517 AMPS
INSTALL 100 AMP PANEL 120 / 240V 10
ELECTRICAL
SCHEDULE
CIRCUIT
NOMENCLATURE
BREAKER
(AMPS)
WIRE SIZE
CU. NM.
W/G.
1 & 3
HVAC
60A 2P
6-2
2
LIGHTING
20A 1P
12-2
4,6
RECEIPTS
20A 1P
12-2
ALL PORTABLE APPLIANCES, INCLUDING W/H. TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL
3T� woo a-0 Pryl� T�p[p
MOM INTN(E. CRT t1,3H
�fi1PSIt4(T1TJ
3 TRI HVAC V/10 KV IfAT
2 ., NV/iC UNIT mPRO Ev
VIIH FRESH AIR INTAKE. CRT *IX
ELECTRICAL PANEL 'C' SIZING
DESCRIPTION-
.0035 KW SF X 672 SF X 1.25 2.94
1 HVAC E 10.9 KW 10.9
14 RECEIPTS 8 180 VA / 1000 2.52
TOTAL 16_36 KW
TOTAL / 240 X 1000 6817 AMPS
INSTALL 100 AMP PANEL 120 / 240V 10
ELECTRICAL
SCHEDULE
CIRCUIT
NOMENCLATURE
BREAKER
(AMPS)
WIRE SIZE
CU. NM,
W/G.
1 & 3
HVAC
60A 2P
6-2
2
LIGHTING
20A IP
12-2
4,6
RECEPTS
20A IP
12-2
ALL PORTABLE APPLIANCES, INCLUDING W/H. TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL
I ELECTRICAL LEGEND I
&DUPLEX RECEPT 0 16" A.F.F.
DUPLEX RECEPT 0 42" A.F.F.
@ERECEPT 220 VOLT
$ SNITCH
PHONE JACK 0 42" A.F.F.
p PHONE JACK 0 16" A.F.F.
C) THERMOSTAT
+INCANDESCENT UGHT 15/25W MAX
+EYEBALL UGHT 4OW MAX
(4EXHAUST FAN
® EXHAUST FAN / UGHT
EMERGENCY LIGHT
Q J BOX FOR MANUAL PULL STATION
® 12" X 12" SUPPLY AIR REGISTER
® 12" X 12" RETURN AIR GRILLE
4V EMERGENCY EXIT LIGHTING
® FLUORESCENT FIXTURE 87.6W. MAX
UGHT 4OW MAX
OOF PORCH UGHT 60W. MAX = EEMAX W/H
mi I
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THRU:JULY 14TH, 2020
``III ORB ITS//
Julio Orbegoso
- No.BBTB9 =
2020.06.23
Q'... STATE OF �[[/�
1 6: 1 1: 1 7
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-04 00
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE
AND/OR TIME STAMP SHOWN USING A
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC
COPIES.
REVISION DATE:
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND,FL 33813
PE LICENSE #38769
L"1_
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DATE: 05-20-2019
DRAWN: R.L.G.
JOB #: CPX-114722
SHEET NO.
A1.1
LEFT SIDE ELEVATION
SCALE: 1/4" = F-0"
RIGHT SIDE ELEVATION
SCALE: 1/4" =1'-0"
FRONT ELEVATION
SCALE: 1/4" = l'-0"
° = Julio Orbegoso
Na.36769
2020.06.23
STATEOF :• �(/�� 16:11:26-04'00'
F<ORIDP.•'G��
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
DIGITAL SIGNATURE, PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND, FL 33813
PE LICENSE #38769
REVISION DATE:
�Dc W
0
LL
LU
D O ..
DU Q0
v! x
U) J C'M
J
0
O
2
DATE: 05-20-2019
DRAWN: R.L.G.
JOB #: CPX-114722
BACK ELEVATION
SCALE: 1/4" - F-0"
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THRU : JULY 14TH, 2020
A OOT�RliIO�N IIM� �i m
A2
2)
MI 32FI IFUROOF R.-It�MNC,
DETAIL
CONNECT EACH TRUSS WITH SIMPSON
H10 HURRICANE TIE FASTENED WITH 8d
1 S1 22" NAROIpI-SMaFS8 INT�L�pp TRUSS, WW1& 8 JN;rO TOP
STAPLE S 6PER STR++AD T(Y ICAL"SI/WALLS)
110 -10"
50
102"-0"
ROOF R U.ATION
WINDOW HEADER, SEE SVOPV CHART
TYP. WINDOW, SEE SHEET 5EIT
ppSILL PLATE 2x4 SPF g2
INSULATIONAFTBACK WALL
2 X 4 SPF #2 WALL STUDS 0 16"
2 X 4 SPF /2 BOTTOM PLATE --_ IN R-11 FLOOR INSULATION
u a a n woLc mrcnrrinu
(V N �FLpppR. pR LUp� gg
100r_0. ABOVE(TYP�WTRiRIG �
- - - - - - W]ROGC#R AND CROSSNEMBER SPACING
4 BLOCKING TYP.
\\ --
�j
/ \
PLYWOOD ROOF SHEATHING NAILING PATTERN
5/8- PLYWOOD SHEATHING SHALL BE BLOCKED A— =1-
WITH 2x NOMINAL LUMBER OF THE SAME SPECIE
AND GRADE AS TRUSS TOP CHORD FOR A DISTANCE
OF 4'-O' FROM EACH END WALL WITH ROOF BOUNDARIES
NAILED AT 4'-0" O.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 6" 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
CEILING: T-GRID INSTALLED PER MANUFACTURER'S SPECIFICATIONS
WALL: 1/2" VINYL COVERED GYPSUM WALLBOARD;
INSTALLED PER MANUFACTURER'S SPECS.
FLOOR: BLOCK TILE IN BATHROOM AND WET AREAS
FLOORING ALL OTHER AREA TO BE PROVIDED BY OTHERS.
]Su Q Y IAVF$ tt� CfEST PRODUCTS
Inu nn 1� nn�u aarr�u D�uu
77Ep �3Rp�g� �Lpp TgCREyWpS�
01 O�LAG SCREWSOMUST
MIN
//-
�pgT�N I GE g�p� Q 7�USS
W77H N9�S5 THAN �8) 15 GA. STAPLES
WITHPENETRATION
VNCfOR
M ANiib
D
O
1 3' INJIp�IEAAC�NM�F
POST EQUNLANNNNTOFS7ENING
Up
5 CI TIa 5
SECTION A -A
x X
AFA
//
RIM MEMBER 1x3 SYP #3SEE
J
><
I
L
TO WALLRFASTIINGAREO REQUIREMENTS.
7 1/2' MAX
AA!!
EXTERIOR WALL FINISH: ALUMINUM SIDING
77 difxx / y)� RRp2 XX55 y�ry/
N050 A,'k II �ASFPp� 151?`B$TRAP
qSPSN
®15
GA X 1 1%2 $ A��TN MIN. 1 NET1R`�A�IONE.
G�s?OUTRIGGER
CH
H
SECTION
O
UNIT "AW
n CEX7���p�
E8A$ �8 8 � 8PTT8U MORDUNIT
WALL STRUCTURAL BRACING
SI IRMS:
Z
Q
��BRACI1�2"JJANI CONSIST OF A
WITH ALL A PGE E(_Sj#Oj;FJ
PFmAF
1-3
aQ
Ua
gMINMIMUM Epp GpNppp�,�INpAgL ELU p �THRREA� N�
IEENGTH
z
THE WALLAHE ENTIRE
Q
a
55Lpp�� 75p RSE�pWFSOF
1 �� X LpAG SCREIYS MUST
MODULE
Po�AM
g IF Mp-A L�:gp Epp I EXETX� p N E �d p�,�0ry p�Lg
7R16 XT
N100X
Z
O
ORTO UDJACENT
TR SS
p/�BAyPABOA� N0ILS 6" O.CG EDGESID��2Q.C� FlELCD YATH PER
LU COVERAGE.
3"
Q
WALLS:
ENDDwwwwwwwwwwww jAq�
T �� G I R ,CQNTIN000SppFF �p�,� OR TO jl3}fp47}{MIGNIM�p7MGBI fRAIIM .LUM ERS THENGRADEES
J
Q
N
2x8 PLATE P.T. _
BRACING
��ppggMATTpE��RIIAA�L 7Tgg���� gg GG X p �EEExXN , LOMON
ORSGALVABOX RNAILSE4I1IOC. SEDGES ANDE�j,''
Fl
a
pQ
.
0
1E
EXISTING GRADE
CROSSMEMEER SECTION
O
TYPICAL CROSS SECTION
SCALE: 3/4" = 1'-0"
RAIL AND RAIL FASTENING CHART
WIND
15'-8" MODULE WIDTH
13'-8" MODULE WIDTH
11'-8' MODULE WIDTH
SPEED
(� C)
MININUM
RAIL SIZE
STAPLES
PER RAIL
MININUM
RAIL SIZE
STAPLES
PER RAIL
MININUM
RAIL SIZE
STAPLES
PER RAIL
188 MPH
2X10
8
2 X 8
7
2 X 8
6
NOTES:
1. THIS DESIGN IS BASED ON ASCE 7 - 02 WITH A ROOF ANGLE OF LESS THAN 10".
2. ALL RAILS ARE SYP /2 LUMBER OR BETTER.
3. ALL FASTENERS ARE 15 GA. X 7/16- X 2 - 1/2" STAPLES OR EQUAL
OF ALL FLANGESAND MiBS AT
ALL OUTRIGGERS AND CROSSMEMBERS
EXTERIOR FINISH MATERIAL
ROOF: .45 MIL BLACK RUBBER ROOF COVERING (EPOM) INSTALLED
PER MANUFACTURE'S SPECIFICATIONS.
WALL: 0.19 ALUMINUM SIDING OVER APPROVED MOISTURE
NAAIILSE0 4N OCR ACIN(EEDGGE)MAND 8 O.C. EWATERIAL, FASTEN .. Bd COMMON
NOTE: ALL ROOF COVERINGS SHALL MEET CLASS C OR BETTER RED.
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 B€
AS REWIRED BY EXTERIOR WALL FINISH MANUFACTURERS
SPECIFICATIONS, BUT NOT LESS THAN ONE LAYER OF NO. 15
ASPHALT FELT, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT
ATTACHED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS
WATER - RESISTIVE BARRIER BEHIND THE EXTERIOR WALL
FINISH.
GA OUTRIGGERS
FRAME DETAIL
SCALE: NOT TO SCALE
GENERAL CROSS — SECTION NOTES:
1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
YIELD STRENGTH = 36 KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI / ASME B18,2,1,
Fyb = 60 K.S.I. MIN.
3. TRUSS BOTTOM CHORDS MUST BE BRACED IN ACCORDANCE WITH
SPECIALTY ENGINEERS DESIGN DRAWINGS.
��12'-10' _—
FASTEN EACH
RAIL TO EACH
TRUSS (SEE CHART)
EXTERIOR FINISH
MATERIALS NOT
SHOW
1
1011o'_—___
SIDE WALL
FASTEN INSIDE RIM JOIST TO FLOOR JOIST
WITH 3- 16D NAILS PER FLOOR JOIST.
FASTEN OUTSIDE RIM JOIST TO INSIDE RIM
JOIST WITH 16D NAILS SPACED 5" O.C.
RAIL REQUIRED AT TOP AND
BOTTOM, EXTENDING CONTINUOUS
FLOOR JOIST'
4'-0" MINIMUM FROM END WALL
WITH NO END JOINTS
SCALER"=1'-0"
SECTION A -A
SCALER. 1/2" = V-0"
FASTEN ROOF SHEATHING TO (2) 24 SYP. /2
TOP PLATE PATH BOUNDRY FASTENER SPACING.
ROOF SHEATHING
SEE ROOF SHEATHING DETAIL
ROOF SHEATHING
EXTEND END WALL SHEATHING CONT.
BLOCKING
TO ROOF SHEATHING AND FASTEN TO
TOP PLATE WITH THE SAME FASTENER
SIZE AND SPACING REQUIRED FOR THE
END WALL
(3)-15 GA x 7/16' x 2-1/2' STAPLES EACH END
(3) -0.148 DIA x 3' NAILS FROM RAIL TO EACH
STUD
II (3GA x 7/16" x 2-1/2* STAPLES EACH END
2.6 FIRE STOP STOP SIT= FLOORR PLAN
AN FOR
]0NG BETWEN ACTUAL OVERHANG LENGTH
ALL STUDS AT
CE]UNG LINE II --�-2x6 SYP 12 STUDS 016" O.C.
ENDWALL DETAIL
SCALE -I" = F-0"
I RIDGE BEAM C❑NSTRUCTI❑N I
5 - PLYS/ 54LAYER,"48/24EACH HALLF CONTINUOUS ENTIRE I 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 UST 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 B TREATED W/ A FIRE RETARDANT PROCESS.
7. MOISTURE CONTENT MUST BE LESS 'THAN 16X
8. BEAMS MUST EXTEND CONTINUOUS OVER ENTIRE LENGTH OF ALL COLUMN
SUPPORTS.
9. INSTALL (2 X 4 1 X 20" SPF t 3 RIDGE BEAM BEARING STIFFENER OVER
SUPPORT COLUMNS. WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE
�6)
THE STIFFENER T THE RIDGE BEAM W/ 100% GLUE COVERAGE AND
15 GA. X 2 - 1%2' STAPLES.
No. UM
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
,p0' SraTE or
ORBEGOSO, P.E. ON THE DATE ANDAOR TIME STAMP SHOWN USING A
:'tv�;
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
Julio Orbegoso
CONSULTING ENGINEER
JULI
DOREGOSO
2 0 2 0.0 6. 2 3
LAKELAND, FL 3
PE LICENSE #38 69769
16:11:36-04'00'
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THRU: JULY 14TH, 2020
REVISION DATE:
DATE: 05-20-2019
DRAWN: R.L.G.
JOB #: CPX-114722
A3
OAR lilO6Af 11M0Ill..i m
FLORIDA BUILDING CODE. 6TH EDITION (2017)
COMPLIANCE STATEMENT:
2 �— 180 MPH (HWZ)
2. II
3. C
4. INTERNAL PRESSURE COEFF.: t0.18
GROUND ANCHOR NOTE
GENERAL NOTE:
STABILIZER PLATES ARE NOT REWIRED PATH
INSTALLATION. HOWEVER, ANY UNSTABLE SOIL
CONDITIONS THAT MAY IMPACT THE GROUND
ANCHORS ABIUTY TO RESIST UPUFT MUST BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
GROUND ANCHORS ARE TO BE INSTALLED PER THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
SYMBOLS
VF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
FOUNDATION DIMENSIONS
A. MODULE WIDTH
B. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
11' - 8'
N/A
VARIES
D. MAX. PIER SPACING
MINIMUM SOIL BEARING CAPACITY
6' - 1"
2000 PSF
I F.T. F.T. F.T. F.T.
IN
F.T.
T.
F.T. ----- F.T. ------ F.T. ------ F.T.-------
NOTE: LESSEE/END USER IS RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS
NIX LESSEE D USER IS RESPONSIBLE FOR CONDUCTING
A PULL TES IF REWIRED FOR PERMITTING.
P.T. 2x8 SHIMS
OPTIONAL CAP BLOCK
16"x18"x7/8" ABS PAD 8"z8"z16" BLOCK
NOTE: MAXIMUM OF (2) LAYERS
OF WOOD MAY BE USED.
ePIER HAn
SCALE: 3/4" = 1'-0"
T
SIDE WALL
PERIMETER RAL
19
9 FRAME OUTRIGGER BEYOND
58,
TIE -DOWN STRAP
ti r3 EXISTING GRADE
6 F ui
s
0
TYPICAL GROUND ANCHOR DETAIL
SCALE: -NTS-
F.T.
wi
NpTE IF SITE CONDITIONS/BUILDING CONSTRUCTION DICTATE
ANY STATE OF FLORIDA APPROVED TIE -DOWN METHOD MAY BE USED
IN LIEU OF THE DETAIL SHOWN.
SM- CONTRACTOR TO FIELD VERIFY ALL COLUMN LOCATIONS TO INSURE
CORRECT PLACEMENT OF SUPPORT PIERS.
FOUNDATION PLAN
SCALE: 1/4" — F-0"
V-6"
Y
1CX18"x3/4" ABS PAD
(MINUTE MAN PRODUCT OR
AN APPROVED EQUAL)
FRAME DE —DOWN
STRAP TO WRAP
AROUND I —BEAM
I -BEAM
LCROSS MEMBER BEYOND
4. PIER TYPE A (TYP)
TYP. GROUND ANCHOR
-----------------
F.T. F.T.
v v
T.T. F.T.
Lri LJ
F.T.
I I
F.T. ---- F.T.------F.T-------F.TJI
l'-6" i. 1'-6"
P.T. 2x8 SHIMS
2 - Vx8"xl6" CAP BLOCK
(3) 16"X18" ABS PADS 2 - 8"x8"x16" BLOCK
NOTE: MAXIMUM OF (2) LAYERS 1 -6"
I, 2'-8" I OF WOOD MAY BE USED. 3'-0"
(3) 16"x18"x3/4" ABS PADS STACKED
(MINUTE MAN PRODUCT OR AN APPROVED
NOTE: EACH ADDITIONAL COURSE OF BLOCK EQUAL)
MUST BE SET PERPINDICULAR TO THE PREVIOUS
ePIER HBII COURSE
SCALE: 114" = F-W
SIDE WALL
PERIMETER RAIL
FRAME I-F-AM
PIER TYPE B (TYP)
TYPICAL STEEL
RE -DOWN STRAP EDASRNG GRADE
NOTE CRIMP STRAP OIH I z
A LISTED STRAP CRIMP IXt J-H00K
WRAPPED AROUND I -BEAM
v
TYP. GROUND ANCHOR
FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT,
2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFH,LED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS,
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS
MEET OR EXCEED THE REQUIREMENTS SHOWN.
BASE PAD:
1. PIER FOOTING TYPE "A" SHALL BE 16"X18" ABS PAD OR 16"X16"X4", 2500 PSI
CONCRETE PAD. PIER FOOTING TYPE "B" SHALL BE (3)16"X18" ABS PADS STACKED.
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
LESS THAN 2500 PSI AT 28 DAYS.
MASONRY UNIT:
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X16"X4" CONCRETE MASONRY
UNITS CONFORMING TO ASTM C-90.
WOOD & SHIM MATERIAL:
1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS:
1. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIE -DOWN STRAPS:
1. THE TIE -DOWN STRAPS SHALL BE I+ X 0.35" GALVANIZED STEEL QQS-781-H TYPE 1
FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS
SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM
THE FOUNDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE
SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL
REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF
VEGETATION AND FOREIGN MATERIAL.
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR
PARALLEL TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS
OTHERWISE NOTED.
2. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS.
3. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MASONRY WALLS WHEN
SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE
APPLICATION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH ASTM
C 946.
TIE -DOWN STRAPS:
I. THE FIRST TIE -DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED 2'-6", UNLESS
OTHERWISE SHOWN.
2. REFER TO ANCHOR & STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND
ANCHORS.
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE
VALID 21 DAYS AFTER THE DATE SIGNED
VALID THRU : JULY 14TH, 2020
Julio Orbegoso
N.. W769
* *= 2020.06.23
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
REVISION DATE:
CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND, FL 33813
PE LICENSE #38769
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DATE: 05-20-2019
DRAWN: R.L.G.
JOB #: CPX-114722
eSECTION TIE DOWN, SIDEWALL (TYP.)
SCALE: 114" — V-0"
eD SECTION TIE DOWN, MATELINE (TYP.)
SCALE: 3/4" = 1'-0"
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