HomeMy WebLinkAboutModular StructureRECEIVED
MAR 2 8 2022
ST. Lucie County, Permitting
MODULAR STRUCTURE FOR:
MECHANICAL NOTES:
1. ALL SUPPLYAIR REGISTERS 6XALL BE IO INCHES X IO INCHTB AQJU6TABLE- ID INCHES X 201NCHFS
(INSIDE) OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENILATED
ATTICS ES SHALL HAVE AN Ro INSULATION VALUE DUCTS LOCATED IN UNCONDITIONED INTERIOR
SPACE INTERIOR SPACER SRALL HAVE AN R42INSULATION VALUE
1 REETROOM VENT FANS SHALL PROVIDE 50 CM MINIMUM PER WATER CLOSET AND I OR URINAL
3. VENT FANS SHALL BE DUCTED TO IKE EXTERIOR AND TERMINATEATAN APPROVED VENT CAP.
4. HVAC EQUIPMENT SHALL BE EQUIPPED WIYH OUTSIDE FRESH INTAKES PROVIDING 20 CFM FOR EACH
OCCUPANT OR 50 CFI1 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 VMEN NOT SHOWN ON THE FLOOR PLAN.
2. TOILETS SHALL M ELONGATED WITH NONAB60RRENT OPEN FRONT SEAT.
3. RESTROOMS WALLS SHALL BE COVERED WITH NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF
72INCHES OFF.
4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-0FF VALVE..
5. WATER HEATER SHALL HAVE SAFTY PAN WITH 1 INCH DRAIN TO EXTERIOR, T 8 P RELIEF VALVE WITH
DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON ACOLD WATER SUPPLY LINE
6. DW V SYSTEM SHALL BE EITHER Ass OR PVC- DWV.
T. WATER SUPPLY LINES SHALL BE POLYBUTYLLENE CPVC. OR COPPER: WHEN POLYBUTYLENE SUPPLY
LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS IN' F. THE POLY-
BUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES LIMITATIONS AND
INSTRUCTIONS.
B. WATER CLOSETS TINE TANK TYPE AN D URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED.
8. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTH ERB.
SUBJECT TO LOCAL JURISDICTION APPROVAL
Ia. SHOWERS SHALL BE CONTROLLED BY RN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET
TEMPERATURE OF 120• F (4BS' 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 LOCALNRISDICTKJN
ANDAPPROVAL
AS -BUILT BUILDING NOTES:
RELOC N OFTHL BUILDING IS SUBJECT TO THE APPROVAL OFTHE LOCAL JURISC
THIESE
THESE PLANS HAVE NOT BEEN PREPARED BASED ON THE CURRENT CODES, BUT THE
CODES THAT WERE IN EFFECT AT THE THE OF INITIAL CONSTRUCTION.
ARE NOT RESPONSIBLE FOR ANY DAMAGETO OR
BUILDING OESION, OR CODE REVISIONS WAT WERE MADE
F THE BUILDING.
IFTHE 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 IQ MPH. THE FEC, 67H
EDITION USES ULTIMATE DESIGN WIND SPEED, TABLE 1609.1.1 PROVIDES WIND SPEED
CONVERSIONS, WHERE THE NOMINAL DESIGN WIND SPEED AND THE ULTIMATE DESIGN
SPEEDS ARE COMPARED. THE 14D MPH NOMINAL DESIGN WIND SPEED IS EQUAL TO THE
THIS IS.. ASET OF STOCK ASUILT APPROVED U BUILDING PLANE. THE ORIGINAL SET OF
APPROVED PLANS L NO LONGER AVAILABLE THEREFORE THIS SET HAS BEEN PROVIDED
FOR ACQUIRING A BUILDING PERMIT. PER FLORIDA STATUTE RULE 81M.
W 1 C L 1 A M S
S C.'OTS MAN
GENERAL NOTES:
1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT
BY OTHERS AND SUBJECT TO ALL LOCALJUR6DCTIONS. AT LEAST s01A OF PUBLC ENTRANCES
(WCLUDUNG PRIMARY ENTRANCE) AND ALL REQUIRED EXITS MUST BE ACCESSABLE.
BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY 2. ALL DOORS SHALL
TOOL SPECIAL KNOWLEDGE OR EFORT. MAN UALLY OPERATED FLUSH BOLTS OR SURFACE
BLOTS SHALLNOT BE USED.
0. ALIVE ME WITHIN D AINCH LLGARCOFDOORS,WHOSE BOTTOM EDGE IS LESS THANEll NCHIES
PLASTIC
ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE 6AFTY, TEMPERED OR ACRYLIC PLASTIC
SHEET.
4. FLOORDESIGNLIVE LOAD V. PSF( LOBBIES 8CORRIDORS);50 PSF(REMAINDER ).
S.
MAXIMUM CYM BUSINESS.
40 Vaeb I180VW MPH (1NNZ)
6. OCCUPANCY C BUSINESS.
7. CONSTANT ION Is PEOPLE (BASED ON 1 PERSON PER 100 SQUARE FEET OF BUSINESS AREA).
B. CONSTRUCTION IS TYPE V-B.
B. ALL STEELCROW X11 REFERENCED ON FLOOR PLAN SHALL BENETRAINCH X28GAWP(B) 15 GA. %7116
INCH CROWNX11D HIS STAPLES WITH MINIMUM OF 1'PENETRATION EACH ENO OF STRAP OR
11. MIN. CORRIDOR WIDTH IS CL INCHES.
12. MIN. CORRIDOR FIN ISHL CLASS BORMCOVERINGS),
12. WINDOW SSUBJER TOLONDSTORNTIDNMPERCODEOVAL TO BE SUPPUED AND SITE INSTALLED
BYOTHERS SUBJECTTOLOCAL SQUIRED BY HA APPROVAL
13. PLAN REVIEW AND INSPECTION REQUIRED BY CMAPBR 63] F.S. TO BE DONE BY THE LOCAL FINE
SAFETY INSPECTOR.
td. PO RTABLEFIREDITNANERPERN.FPA-10f INSTALLED BYOTHERS ON SITE,AND SUBJECT
TO LOCAL JURISDICTION NANDAPPROVAL.
15 THISBUILDING CODE,
AFIRESEPARATION DISTANCE INACCORDANCE WITH TABLE 602 OFTHE
FLORIDAHEN LO WLDEOFROE, STH EDITIS LEAST
1fi. WHEN UIRED.EOFROOFPROVIDESANDUBJECT TO LOCAL J RISDIC GUTTERS AND DOWNSPOUTS WILL
BE REQUIRED. SITE DEBRIS
REGIONS,
AND SUBJECT TO LOCALHAM BENT OT
17. INWIND BORNE DEBRISR WITH MEXTERIORGLAZING SHAMBEWITH ANDPAPACT
RESISTANTMC. PANELS
SING HALL WITHMINIMUMILLS• WOOD LAZEDWUL PANELSPER SECTION 1608.1EOF
A
THE FRO,PANELSSHALLBE M..2 THE IMPACT
COVERTHEGLAZEDRING OR,SWITHATTACHMENTANEL/WARE
PROVIDED PER TABLE 1609.1E THETHERS. SUBJECT TCOVERINGOR ICT)O STRUCTURAL PANELS
ARETOBEPROVIDED E IOE BY ARE AERS. SUBJECT TO ICE OF THEOASTAANDAPPROVAL
WINDBORNEDEBRIS REECNSAREAREAS ISIWONEMILER THECOASTALMEAN HIGH WATER LINE
WHERE THEULTIMATE 140 MPWIND REATE6I9D MPN OR GREATER ANO AREAS WHERE THE ULTIMATE
DES ON WIND SPEED L 14M MPH S RUCTION ,
1B. ALL MATERIALS USED INTHECONSTRUCTION OFTHE BUILDING WHICH ARE COVERED RDDU FLORIDA
BUILDING COMMISSION CHAPTER FLORIDA
RULES SHALL HAVE CURRENT FLORIDA PRODUCT APPROVAL
20. THESE PLANS COMPLY WITH THE E ON
LILE IN
CODE, 6THELATION(2B1]).
20. THE PALED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PAflTYAGENCYS OFFICE AS DIRECTED
BY DBPR.
21. EMERGENCY I FOOT-CANDLE
SHALL BECAPABLE OF PROVIDING INITIAL ALONG
NSSA L EFLO FLOOR
AVERAGE OF 1 FOOTS SHALE AND AMIN.OFA T FC MEASURED ALONE THE EGRESS AT THE FLOOR LEVEL
ILLUMINATION LEVELS SHALLBEPERMITTEDTO DECLINETOSCAVERAGEANDHNIMU ILLUMINATION
D6FCRMTHEEND OFTHE EMERGENCYLCNT TIME ERGEN Y OWERSYSILLUMINATION
UNIFORMITY RATS OF 40 TO 1 SHALL NOT BE EXCEEDED. THE EMERGENCY POWER SYSTEM
SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 80 MINUTES.
ELECTRICAL NOTES:
1. ALL CIRCUITS AND EQUIPMENT SHALL BE ROUNDED W ACCORDANCE WITH THEAPPROPRWTE
ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC).
2. WHEN LIGHT FIXTURES ARE W STALLED IN CLOSER THEY SHALL BE SURFACE MOUNTED OR RECESSED.
INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACEMOUNTED
WCANDEWMT FWTURESERALLHAVEAMINNUM CLEARANCE OF 12INCHW AND ALLOTHER FIRURE6
SHALL HAVE A MININMUM CLEARANCE OF S INCHES FRAM' STORAGE AREA' A6 DEFINED BY NEC 41m I.)
3. WHENWATERHEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH RFAOILYADCESSIBLE
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 L WITHIN SIGHT FROM THE WATER HEATER OR L CAPABLE OF BEING LOCKED
W THE OPEN POSION.
4. HVAC EQUIPMENT SHALL BE PROVIDED WITH RFADILYACCESSIBLE DISCONNECTS AQIACENT TO THE
EQUIPMENTSERVED.A UNITSWTICH WITH A MARKED' OFF' POSITION THAT IS A PART OF THE HVAC
EQUIPMENTAND DLCONNECTSALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE
DLCONNECTINO MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY
ACCESSIBLE CIRCUIT BREAKER.
S. PRIOR TO ENERGIZING THE ELECTRCALSYSTEM THE INTERRUPTING RATING OFTHE MAIN BREAKER
MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLDWCE WITH SECTION 110410F THE NEC BY
LOCAL ELECTRICAL CONSULTANT.
6. THE MAIN ELECTRICAL EL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT
TO LOCAL JURISDICTION APPROVAL
7. ALLCIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE CONNECTED WITH APPROVED
ACCESSIBLE JUNCTION BOXES OR GABLECONNECTORS.
B. REFERENCESTATE APPROVED PACKAGE FOR ELECTRIC LRLERDIAGRAM.
8. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES ABOVETHE FLOOR.
FIRE ALARM HORN I STROBE DEVICE SHALL BE WALL MOUNTED WTH THE BOTTOM EDGEBO INCHES
ABOVE THE FLOOR OF APPLICABLE).
Ia. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR
TIMER.
II. ALL RECEPTLdlB INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL SE W WEATHER PROOF DV.P.)
ENCLOSURES. THE INTEGRITY OF WHCH ISNOTAFFECTED MEN AN ATTACHMENT PLUG CAP IS
INSERTED OR REMOVED.
12. MWEN NOT SHOWN ON THE PLANS PROVBION9 FOR EXIT DISCHARGE LIGHTING ONCLUDWG EXIT
DISCHARGE EMEGENCY LIGHTING) ARE DESIGNED BYOTHEB AND THE RESPONSIBILITY OFTHE BUILDINGS
OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL.
M
1. THEINTERNATIONALSYMSOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED ATALLACCESSIBILE
RESMOOMIRE6AND ATACCESSIBLEBUILDING ENTRA
NCES UNLESSALLENTRANCESAREACCESSIBLE
INACCESSIBLE ENAANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST
ACCEWIENANCE
2 ACCESSISLEBLETRDRINKING SIN NO I SHALL AN 341N HES HEIGHT NO HIGHER THAN36IDUALS ABOVE ME
FLOORING EDGEAL BASIN N I HIGHER THAN ]I INCHES ABOVE THE FLOOR FOR INDIVIDUALS HAVE
TY IN ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS VINO HAVE
DIFFICULTY R BENDING.
]. LEASTO TO OF
TYPE
ES SUCHROVID D CABINETS. SHELTORAGE CLOSETS. PACECOMDRAWERS WITH
EFOLED AT
LOWI
LEAST ONE . T EACH TYPE PROVIDED BEACCONTAIN STORAGE SPACE COMPLYING WfTH THE FOLLOWING:
DOORS,ETC.HESUCH SPACES SHALL AND
INCHES (b.TOUCH LATCHES, U-MRF RILLSD SPACES
SHALL BE W4TXW 15 INCHES MINIMUM AND 48INCHES MAXIMUMOFTHESIDE FLOOR FOR FORWARD REACH OR
8 INCHES MINIMUM OF54INCHEAND S MOVE
EFLOOR,OF THE FLOOR FORSIBEEN DISTANCE BIE AMWIMCEDS 10I C ES ABOVE THE FLOOR (0 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO
ROD ON EXCEEDS 10 INCHES).
4. CONSOLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO OCHER THAN
INCHES LES VIETHE ABOVE FLOOR FOR SIDE APPROACH.
RECEPTACLES ON WALLS SHALL BE MOUNTED NO E O THAN IA INCHES ABOVE THE FLOOR. EXCEPTION:
HEIGHT UMRATICAL RENOT ALES WHERETNO USEOFSTENDEEQUIPMENTDICTATES OCCUPANTS.
WHEREELERGENCLRECEPTACLESARE NOT PROVIDED.
MINDEDFOR USE BVBUILDING OCCUPANTS.
5. ALARMS.
THEGEUALALAING SHALL RE LOCATE THROUGHOUT. ICLDLUDEEOTHAUDIB AND PLACED
UAL
ALARMS.THEOVE THE FLOOR SHALLRELOCATEDTHROUGHOUT,N VERISL REETROONB, AND PLACED
BOWCXES ALL ACCESSIBLE
FLOOR A fiINCHES BELOWCEILING, WHICHEVERLLOWER.
6. DOORS TOALLACCEOUNT SPORTS ALLHAVE ACCEb6BL EIHEWMEOa.LEVER-OPEMTED,PU6N-
TYPE,U-SHAPED)MOUNTEDNO HIGHERTHAN4B EFFORT. ME
MAXI THE FLOOR.
7. ALL DOORS EXCEED
BE DISABLE EBYA XTSINGLEEFFORT.THERS ANDS
FORCE REQUIRED TO OPENN DOOR
SHALL NOT EXCEED BS ORS FOR EXTERIOR SWINGING OODRS ANDS LIB. FOR ALL SLIDING, FOLDING, AND
INTERIOR SURFACES
SHALL DOORS.
S. FLOOR INCH S ALLEBE BESTABLE,WITH
FIRM,ANDNo GREATER THAN 12. CH N CHANGES
I LEVEL EN 025 GREATER INCHES
AND DS INCH SHALL BE BEVELED WITH A SLOPE ES GREATER THAN CH TAX. GRATINGS
IN LEVEL LOOK S R THAN
HA INCH REQUIRE RAMPS. CARPET PRE THICKNESS IN SHALL BE OS INCH MAX GRATINGS IN FLOOR SHALL
HAVE SPACER H GREATER THAN OS INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT
EXCEED OS INCH INE HEIGHT.
9. SHALL BE 36I WATER OW MIN SHALL BE N LOCATE FROM THE FLOOR R THE ET AOF TXE SEAT. GRAB BAITS
SHALL SEATED ALOLONGMINOVUM WIZENATER COET,ATHEWATERCLOSETAND42IN.& MAX.R
MININUM
WHEN LOCATED ALONG THE SIDE OF THE WATER CLOSET, AND SHALL BE MOUNTED ]]• MIN.89C MA%. FROM
FLOOR ES IB EU TOP OFTHE RAIL
10. ACCESSIBLE U ME F SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS ATA MAXIMUM OF 77
INCNEe ABOVE THE FLOOR.
11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITHTHEF RIM NO OCHER THAN ]d INCHES ABOVE THE FLOOR
AND ACLLARANCE SHALL
L E MOO INCHES ABOVE THE FLOOR TO THE BOTTOM OF BOTHE APRON.
12. ACCESSIBLE SINKS SHALL 7I MOUNTED WITH RIM ES HIGHER THAN 3d INCHES ABOVE THE FLOOR KANDA
.
CLEARANCEOFATLEAST 6.5INCH HIGH,]MUNCHES WVIDE,AND 18INCNE&DEEP UNDERNEAT SINK.
THE SINK DEPTH SHALL BEES UNDER MAXIMUM.
13. HOT WATER AND CONDRAINPIPESUNDERACCESSIBLE LAVATORIES AND &INKS IXALLBEINSULATED SITE
OTHERWISE CONFIGURED TO O SHIRT OR ABRASIVE
SURFACES
OR PROTECTION MATERAL MAY IE SITE
INSTALLED. THERE SHALL BE NO SHARP OR ABRPSNE SURFACES UNDER ACCESSIBLE LAVATORIES AND
SCCES
14. ELECTRIBLELAVATORIESANDSINKSSHILL HAVE ACCESSIBLE FAUCETS (b. LEVER -OPERATED, PU6H•TVPE
ELECTEMIRR RSARE TBEPR).
/5 WHESOTTOMOR6 ARE TO THE
PROVIDED ABOVE CE N ORITORY TOR HANCOUNTERM0INCHES , MOVE
FINISHED
WITH
THE BOTTOM EW1E OF THE REFIECTINO SURFACE NO OCHER THAN 401NCHE6 ABOVE FINISHED FLOOR.
16 WHERE THAN"I INCHES
TOVE PROVIDED, AT LEA6TONE 6XALL BE LOCATED WITIIA USABLE SHELF NO
HIGHER THAN QUIRE FABOVETHEFLOOR.
1]. GRAB BARS REQUIRED FORE SAJI AND
ME SHALL BE 1S INCHES TO2INCHES IN DIAMETER WIRH 15INCH ES
CLEAR SPACE BETWEEN THE BAR AND THE WALL
18. TOILET STALL DOOEB SHALL BE THE SELF�CLOSINGADJACENT
TYPE.
W. A TOWELWATER
CLOG
ENCERSHALL R LOCATEDDEMOUNTED TO ALL ACCESSIBLE LAVATORIES.
W. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE ME SIDE OF THE CLOSET.
" NOTICE "
PLEASE REVIEW PLANS CQMPLETELY, ANY
COMPONENTS CROSSING MATE.ONES WILL
BE SITE INSTALLED BY SET UP CREW.
STRUCTURAL LOAD LIMITATIONS:
DESIGN CODES
FBC 6TH EDITION (2017)
ASCE7-1DCOOE
BUILDING DEAD LOADS
A ROOF � 10 PSF
B. FLOOR : 10 PSF
C. WALLS 5 PSF
BUILDING LIVE LOAM
A ROOF - W PSF
B. FLOOR-W PSF CONCENTRATED LOAD.
C. CORRIDOR -IM PSF OVERMINCHC201NCHAREA
LOCATED ANYWHERE ON FLOOR.
ROOF SNOW LOAD: WA
WIND LOAD CRI ERA.
1. 740 Vas4lIE0 VWL MPNUNH2) WIND SPEED
1 B RISK CATEGORY
3. D SUILDWGCATEWRY
4. ENCLOSURE CLASSIFICATION: ENCLOSED
GCPI -0.18 INTERNAL PRESSURE COEFFICIENT.
S. C EXPOM E FACTOR
B. 0.. WIND DIRECTIONALITY FACTOR(Kd)
7. 045 GUST RESPONSE FACTOR(GI)
B.MAIN FRAME STRUCTURE OVERTURNING
LOAD
N-4M PSF
9. COMPONENTA CLADDING LOAD:
(ROOF)
P, - 93X PSF
(WALL)
PW °48J
IM ENCL08ED BUILDING ENCLOSURE CLASSIFICATION
11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
UPPER HALF OFA HILL OR ESCARPMENT EXCEEDING 15 FEET
IN HEIGHT.
6EISMCLOAD: WA
FLOOD LOAD:
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONE OR ZONEAREA. FINISH FLOOR ELEVATION MUST BE
LOCATED ABOVETNE BUILDING SITE FLOOD PLANE LEVEL
SITE INSTALLED NOTES:
NOTE THATTHIS LIST GOES NOT NECESSARILY LIMITS THE
ITEMS OF WORKAND N4TRIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSULATION. ALL SITE RELATED ITEMS ARE
SUBJECTED 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, CLEANOUTS, AND HOOK-
UP TO PLUMBING SYSTEM.
S. ELECTRICAL SERVICE HOOK-UP ( INCLUDING FEEDERS) TO THE
BUILDING.
6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS
ONLY).
7. CONNECTION OF ELECTRICALCIRCUIT9 CROSSING OVER MODULE
MATING ONES (S) - (MULTW NITS ONLY).
B. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
9. WINDOWAND DOOR HIGHLMNDSMRMCOVERINGS PER CODE
10. BUTTERS AND DOWNSPOUTS (IFAPPLICABLE ).
11,SINKANDCABINETS.
12. FIRE ALARM SYSTEM. WOMING, ETC OFAPPLCABLE).
13.THERMALEXPANSCN DEVCEIFREQUWE6.
STATE CODES:
FLORIDA
FLORIDA BUILDING CODE STH EDITION (2017)
FLORIDA MECHANCALCODE 6TH EDITION
FLORIDA PLUMBING CODE 6TH EDITION
FUELGAS CODE6TH EDITION W SUPPLEMENTS
201I NATIONAL ELECTRICCODE
FLORCAACCESSIBILITY CODE MIN EDITION
FLORIDA FIRE PREVENIMM CODE STH EDITION
OCCUPANCY BUSINESS
CONSTRUCTION TYPEV-B
DRAWING INDEX:
C1 COVER SHEET
Al FLOOR PUN
A2 ELEVATIONS
A3 CROSS SECTION
A4 FOUNDATION PLAN
ELEVATION NOTES (TYP. )
I-) SEELROSSSECTIONFOR NETHODOFROOFVENTILATION
2.) HANDICAPRAM(S),STAIflS(5), AND IWNDRAILS ARE TO BE DESIGNED AND SITE
INSTALLED BY OTHERS, SUBJECT TO LOCAL JV RISDCTION ANDAPPROVAL.
3.) FOUN DATION ENCLOSURE(WM EN PROVIDED) MUST RAVEISOUARE FOOT NET
VENTARFA PER 1/1 1HSOW OF THE FLOOR AREA. AND AN 18' X 2C MINIMUM
CRAWLSPACE ACCESS.SINE I.T.HT ED BY OTH ERE. SUBJECT TO LOCAL
JURLOCTION ANDAPPROVAL
0 FC"'''., Digitally signed
O
.O
HuM 69 by Julio Orbegoso
:t-
Date:2022.01.27
•'SS70HALG?``
10:35:14-05'00'
g
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
BY ORBEGOSO P.E. THE DATE TIME STAMP
IG INTER
SHOWN USINGA DIGITAL SIGNATURE PRINTED COPIES OF
SHOWN
THIS"DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
Q
AND THIS SIGNATURES MUST BE VERIFY ON ANY ELECTRIC
COPIES.
O
CONSULTING ENGINEER
"NOTICE "
JULIO ORBEGO50
THESE DOCUMENTS WILL NO LONGER BE
202 DORMS DR.
VAUD 21 DAYSAFTER THE DATESIENED
SUITE 103
VAIJDTHRU: FEBRUARY 16TH, 202E
LAKELAND, FL 33813
PE LICENSE 038769
REVISION DATE
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DUPLEX RECIT 0 42' A.F.F.
® EXHAUST FAN / LIGHT
RECOPY 220 VOLT
EMERGENCY LIGHT
♦ WAD RECIT 016' A.F.F.
J❑ J BOX FOR MANUAL PULL STATION
SWITCH
® 127 X 12' SUPPLY AIR REGISTER
PHONE JACK 0 42' A.F.F.
THERMOSTAT
0 PHONE JACK 0 IV AF.F.
® 127 X 12' RETURN AIR
V DATA OUTLET 0 16' A.F.F.
® EXIT SIGNAGE LIGHTING, COUNG MNT
INCANDESCENT LIGHT 15/25W MAX
A00ETMORGOICY / EXIT UGHTING COMBO
p EYEBALL UGHT 4OW MAX
WMAXW/PPHO70 CELL UGHT BOX
FLUORESCENT FIXTURE
® FIRE ALARM PULL STATION
0 COAX W/H
FIRE ALARM HORN STROBE
® FIRE ALARM STROBE
HEADER STRAP
EQUAL TO
HUGHES HLSTA 24
(12600 UPLIFT)
— 2 -2X4 SYPd'2
® 16" O.C.
STUD HURRICANE
ANCHOR EQUAL
TD HUGHES HC20
(12508 UPLIFT)
END ZONE 1ST 4 FT. AA7
FEDM EACH END. STUDS
SET 12' D.C. (TYP) Wp
EMAX W/H 6.5 KW
240V., 1.0 CRT05,7
23'-B'
300 Anp PDnel
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(TYPICAL ALL UNITS)
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FROM EACH END. STUDS
OVERHANGS
OVERHANG-
SET 12' D.C. (typ!cGD
24'
ENDWALLS-9'-10,
SIDEWALLS, 2'
44'-0'
011
TYPICAL DOOR FRAMING TYPICAL WINDOW FRAMING
TYPICAL FRAMING
SCALE: 311'-1'-0'
EEMAX W/H Ie
SUPPLY LINE IS BASED ON AN ASSUMED
AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN
INLET. ALL STUB -UPS 1/2,
SUPPLY
FLOOR PLAN
SCALESCALE 3M
ELECTRICAL PANEL 'A' SIZING
DESCRIPTION,
.0035 KW SF X 528 SF X 1.25 2_31
_Z HVAC @ 105 KW 10.5
8 RECEPTS @ 180 VA / 1000 1.44
1 EMAX W/H @ 65 KW 6_50
_L FANS @ .3 KW X 1.25 0—.38
TOTAL 21_13 KW
TOTAL / 240 X 1000 88_04 AMPS
INSTALL 100 AMP PANEL 120 / 240V 10
ELECTRICAL SCHEDULE
TYPICAL DOOR FRAMING TYPICAL WINDOW FRAMING
TYPICAL FRAMING
SCALE: 311'-1'-0'
EEMAX W/H Ie
SUPPLY LINE IS BASED ON AN ASSUMED
AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN
INLET. ALL STUB -UPS 1/2,
SUPPLY
FLOOR PLAN
SCALESCALE 3M
ELECTRICAL PANEL 'A' SIZING
DESCRIPTION,
.0035 KW SF X 528 SF X 1.25 2_31
_Z HVAC @ 105 KW 10.5
8 RECEPTS @ 180 VA / 1000 1.44
1 EMAX W/H @ 65 KW 6_50
_L FANS @ .3 KW X 1.25 0—.38
TOTAL 21_13 KW
TOTAL / 240 X 1000 88_04 AMPS
INSTALL 100 AMP PANEL 120 / 240V 10
ELECTRICAL SCHEDULE
CIRCUIT
N13MENCLATURE
BREAKER
(AMPS)
WIRE SIZE
CU. NM.
W/G.
I & 3
HVAC
60A 2P
6-2
2
LIGHTING
20A 1P
12-2
-
RECEPTS
PDA 1P
12-2
-
WATER HEATER
30A 1P
30-2
ALL PDRTABLE APPLIANCES, INCLUDING W/H. TO
HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC
PANEL
2' VTR
SINK 3'
INSTALL @
FACTORY
3'
3' TO WASTE 3' TO WASTE 3' TO WASTE
TERMINAL TERMINAL TERMINAL
NOTED
ALL SINK & LAV'S PROVIDEED WITH 1 1/2'
PLUMBING RISER TRAPS W11H SLIPDWICONNECTIONS.
SCALE: 318'-1'-0'
DOORSCHEDULE
#
SIZE
DESCRIPTION
QTY
HEADER
JACKS
KINGS
COMMENTS
STEEL/STEEL FRENCH EXTERIOR
1
DBL 2.4
1 1 1
1
1 EXISTING
O36x80
1
HARDWARES PASSAGE LOCK SET, DEAD BOLT,
CLOSER, &ADA
THRESHOLD
STEEL/STEEL EXTERIOR W/10x10 V.B. I 1
DBL 2.4 1 1
1
EXISTING
O36x80
2
HARDWARES PASSAGE LOCK SET, DEAD BOLT,
CLOSER, &ADA
THRESHOLD
I HOLLOW CORE - STEEL REDIFRAME
1 1
SGL 2x4 1 0
2
EXISTING
O36xB0
3
HARDWARES PASSAGE LEVER
HOLL13W CORE - STEEL REDIFRAME
1
I SGL 2.4 1 0
2
EXISTING
O36xBO
4
HARDWARES PRIVACY LOCKSET
2
UQ
m
6 O
Q >0C?
N F
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KINGS COMMENTS
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1 EXISTING
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.........
Ip N41I.
° sf�oso;
Digitally signed
v(D
X
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D
N..38169 *S=
by Julio Orbegoso
moo'. °
Date: 2022.01.27
(q
J
9TATE� : ��
'�'csS�ONALG�°�
10:35:27 -05 00I
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
BY JUUO ORBEGOSO P.E ON THE
DATE ANDIOR TIME STAMP
SHOWN USING A DIGITAL SIGNATURE PRINTED COPIES OF
THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED
Q
AND THIS SIGNATURES MUST BE VERIFY ON ANY ELECTRIC
COPIES.
O
CONSULTING ENGINEER
"
JULIO ORBEGOSO
NO LONGER BE
=D—A1".MA'—'R-E--.-...
EDATESK3NED
202 DORIS DR.
SUITE 103
RY I6TH,2022
L41(ELAN., FL33B13
PE LICENSE 038769
WINDOW SCHEDULE
#
SIZE
DESCRIPTION
IQTYIHEADER
JACK
OA
46x27
HS/BRONZE/BRONZE/CLEAR
7
DBL 2.4
1
REVISION DATE DATE: 01-26.2022
DRAWN: R.C.S.
JOB AMI-1244S
SHEET NO.
Al
Q 1XA-�11 m13-IOAIM MAI6 D}mL [6 1C)l
LEFT SIDE ELEVATION
SCALE: 1/4" —1'-0"
RIGHT SIDE ELEVATION
SCALE: 1/4' — V-0"
Iml
FRONT ELEVATION
SCALE: 1/4' -1'-0"
BACK ELEVATION
SCALE: 1/4' —1'-0'
g
F-
L
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LL
W
Di
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J�Od FCQiT°:
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byJulio
No. 38769
Orbegoso
X
~
FAQ'•• STATE OF � ''
Date:2022.01.27
V)
cV
� � •..�ORIOP.: •G\��\
VJ
10:35:38-05'00'
w
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
Q
AND THIS SIGNATURES MUST BE
VERIFY ON ANY ELECTRIC
COPIES.
O
CONSULTINGENGINEER
" NOTICE "
JUL[O ORBEGOSO
THESE DOCUMENTS WILL NO LONGER BE
202 DORIS DR.
SMITE 103
VALID 2I DAYS AFTER THE DATEBIGNED
VAUD THRu: FEBRUARV I6TH, 2022
LAKELAND, FL 33S13
PE LICENSE #38769
REVISION DATE DATE: 01-26-2022
DRAWN: R.C.S.
JOB M AMI-1244S
SHEET NO.
A2
D coPrwmrt mis•wueAR PmDDiOL m
ROOF SHEATHING I-PLAYVDOD SHEATHING
TRUSS
�—FINISHED CEILING
7/16' USE RATEDNAILSHEATH"3/8' X 6- LAG BOLTS AT
FASTENED WITH B1 NAILS AT 8' O.C. INTO EACH JOIST•
@ 4' O.C. EDGES, 12' O.C.
FIELD. ALL PANEL EDGES
SHALL BE SUPPORTED BY INTERIOR FINISH
2X NOMINAL LUMBER.
\ —INTERIOR
SYP 8 2 @ 16' G.C.
SHEAR WALL,
3/8' X 6' LAG BOLTS AT
INTERIOR FINISH AT 8' O.C. INTO EACH JOIST.
SHEATHING
L(2) 2X6 SYP M 2 FLOUR JOISTS
CENTERED UNDER WALL.
DA INTERIOR SHEARWALL TO ROOF & FLOOR
A3 SCALE 318• 1'-O"
FASTEN DOUBLE STUDS (TYP FOR SHEARWALLS)
TOGETHER WITH 0.131' X3' VERTICAL TIE DOWN STRAPS TO
NAILS AT 6' O.C. GROUND ANCHOR. SEE PLAN
ADJACENT TO SHEAR WALL FOR STRAP SPECIFICATIONS
AND FASTENING.
3/8' X 6' LAG SCREWS AT
12' O.C. FROM DOUBLE STUDS
AT END OF SHEAR WALL TO
EACH STUD IN SIDE WALL.
%AIINTERIOR SHEARWALL TO SIDEWALL
2x
S'{ /SCALE: 3/8— V-O"
7 1/r MAX
OUTRIGGER SECTION_
CROSSMEMBER SECTION
I BLOCKING TYP.
/ \
ROOF COVERING OVER 1/4' DENS -DECK —
OVER 5/8' APA RATED PLYWOOD SHEATHING
MIN, EXP-I, 32/16. SEE ROOF SHEATHING
DETAIL THIS SHEET.
LISTED TRUSSES @ 16' O.C. MAX, —
LISTED ROOF TRUSS DESIGN LOADS)
LIVE LOAD 20 PFS TOP CHORD
DEAD LOAD 6 PSF TOP CHORD
DEAD LOAD 4 PSF B12TTEIM CHORD
RIM MEMBER 2X4 SPF M3 MIN,-
30 GA. X 1 1/2' STEEL STRAP FROP
TRUSS TO WALL STUD @ 16- D.C. W:
7-16 GA. X V STAPLES PER STRAP
DOUBLE STRAPPING AT EACH STUD I
FIRST 4' IN FROM EACH CORNER
WINDOW HEADER, SEE SPAN CHART -
FOR SPECS.
TYP. WINDOW, SEE SHEET N2 FOR
SPECS.
2 X 4 SPF 02 WALL STUDS @ 16'-G
TYP. WINDOW SILL-
R - 11 KRAFTBACK WALL -
INSULATION.
2 X 4 SPF N2 BOTTOM PLATE
AT EACH END CORNER.
INSTALL (2) 3/8' X 3' LAG SCREWS -
FROM TGP FLANGE OF OUTRIGGER
INTO FLOOR. AND / OR RIM JOIST
ABOVE (TYP. EACH OUTRIGGER)
OUTRIGGER AND CROOSMEMBER SPACING
46' D.C. MAX.
PLYWOOD ROOF SHEATHING NAILING PATTERN
5/8' PLYWOOD SHEATHING SHALL BE BLOCKED SCALE: 3/8'-V-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' 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' DC. AT ALL OTHER
LOCATIONS WITHIN 4'-T OF EXTERIOR EDGES OF BUILDING 16' O.C. ELSEWHERE
ALL NAILS SHALL BE 10d COMMON NAILS.
U14FACED FLOOR INSULATION
E.
TRUSSES ES WITCH ➢O NOT FALL DIRECTLY OVER WALL STUDS
SHALL BE STRAPPED TO TOP PLATE r/ (1) 26 GA. X I I/2' STRAP
AND FASTENED r/ (8) 15 GA. X 1 1/2' STAPLES WITH MIN. V
PENETRATION PER STRAP END. STRAP WALL STUDS EITHER
SIDE OF TRUSS TO DOUBLE TOP PLATE AND FASRENED r/ (8)
15 GA X 1 1/2' STAPLES WITH MIN. 1' PENETRATION.
SEE HVAC PLAN FOR
RETURN AIR DUCT
SPECIFICATIONS AND
MECHANICAL NOTES
SPECIFICATIONS CT
R19 KRAFTBACK INSULATION
PIER TYPE A
EXISTING i
TYPICAL CROSS SECTION
SCALE: 3/4'- F-O'
RAIL AND RAIL FASTENING CHART
WIND
15-8' MODULE WIDTH
13'-8' MODULE WIDTH
ll'-B' MODULE WIDTH
SPEED
(� C)
MININUM
RAIL SZE
STAPLES
PER RAIL
MINIUM
RAIL SIZE
STAPl1S
PER RAIL
MINNUM
RAIL SIZE
STAPLES
PER RAIL
165 MPH
2X10
8
2 X 8
7
2X8
6
NOTES:
1. THIS DESIGN IS BASED ON ASCE 7 - 02 WITH A ROOF ANGLE OF LESS THAN 10'.
2 ALL RAILS ARE SYP 02 WMBER OR BETTER
3. ALL FASTENERS ARE 15 G& X 7/16- X 2 - 1/2- STAPLES OR EQUAL
FASTEN INSIDE RIM JMST TO FLOOR JOIST
W11H 3- 16D NAILS PER FLOOR JOIST.
FASTEN OUTSDE RIM JOIST TO INSIDE RIM
JOIST WHIN 16D NAILS SPACED 5' O.C.
FLOOR JOIST
SCALER' - I'
-0'
INTERIOR FINISH MATERIAL
CEILING: T-GRID INSTALLED PER MANUFACTURER'S SPECIFICATIONS
WALL 14/2' MNYL 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
AlLp421GGGFR-S A D C_R05.9AfTMBERS
ROOF: .45 MIL BLACK RUBBER ROOF COVERING (EPDM) INSTALLED
PER MANUFACTURES SPECIFICATIONS.
WALL 0.19 ALUMINUM SIDING OVER APPROVED MOISTURE
BARRIER AND BRACING MATERIAL; FASTEN r 8d COMMON
NAILS O 4' O.C. (EDGE) AND 8' O.C. (FIELD),
NOTE ALL ROOF COVERINGS SHALL MEET CLASS C OR BETTOR RED.
RDORNG AND SIDING MATERIALS AND THERE FASTENINGS
SHALL BE DESIGNED AND INSTALLED SO AS TO RESIST THE
COMPONENT WAND LOAD SHOWN ON THE COVER SHEET.
RALL ROOF
EQUIREMENTS COVERINGS SHALL MEET CLASS C OR BETTER
POCINII�AVEI APROVED MOISTURE
PROTECTION A)BRACNNGATERIL
MOISTURE PROTECTION BENWD WNJ. COVODNG SHALL BF
SPEGRCABQUONSB,YBUT NNOTT -_ THAN
ONE
EALLAAYER OF NO.
15 TI
ASPHALT FELT COMPLYING WITH A. D226 FOR TYPE 1 FELT
ATTACHED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS
WATER - IN
BARRIER BEHIND THE EXTERIOR WALL
FINISH.
WALL FINISH) .019 ALUM.
EXTERIOR WALL STRUCTURAL BRACING
SIDEWALLS,
BRACING INSTALLATION.
STRUCTURAL SHEATHING SHALL CONSIST OF A
4' MINIMUM WDITH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENING 3/4'
MINIMUM OVER 2' NOMINAL LUMBER OF OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING,
BRACING SHALL BE LOCATED AS CLOSE TO EACH
CORNER OF BUILDING AS POSSIBLE,
BRACING MATERAAL,
1/8' STRUCTURAL RED THERMO - PLY FASTENED
WITH 16 GA. X V X I - 1/4' STAPLES 3' O.C.
ON EDGES AND 6' D.C. IN THE FIELD,
ENDWALLS,
BRACING INSTALLATION,
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OF TRUSS TOP CHORD TO 3/4' MINIMUM
BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES
SUPPORTED BY 2' NOMINAL LUMBER OF THE GRADE
AS EXTERIOR WALL FRAMING.
BRACING MATERIAL,
3/B' COX PLYWOOD EXP -1 24/0 FASTENED WITH 7/16'
X 1 1/2' X 16 GA STAPLES 3' O.C. EDGES 6' D.C. FIELD.
GA OUTRIGGERS
OUTRIGGERS
FRAME DETAIL
SCALE: NOT TO SCALE
GENERAL CROSS - SECTION NOTES:
1: UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASIM A36,
YIELD STRENGTH = 36 KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI / ASME B182,1,
F)6 - 60 K.S.I. MIN.
3. TRUSS BOTTOM CHORDS MUST BE BRACED W ACCORDANCE WITH
SPECIALTY ENGINEERS DESIGN DRAWINGS
2
U4
RAIL
REQUIRED AT TOP AND
BOTTOM, EXTENDING CONTINUOUS
W
4'-0' NWIMUM FROM END WALL
Pj
WITH NO END JOINTS
C
112'-10°
_
Q o
i LU 0 N 0
LL
FASTEN EACH
1�. �U
r i S
RAIL TO EACH
TRUSS (SEE CHART)
- (n
W J J
EXTERIOR FINISH
MATERIALS NOT
W SS
Y m U "
SHOWN
M LL
110'-10'
-$-----------
0 CL 0
I—
V
SIDE WALL
J
J_
SECTION A -A
SCALE:1- IC' - V-6-
FASTEN ROOF SHEATHING TO (2) 26 SYP. 12
TOP PLATE WITH BOUNDRY FASTENER SPACING
ROOF SHEATHING
SEE ROOF SHEATHWG DETAIL
ROOF SHEATHING
EXTEND END WALL SHEATHING CONT.
BLOCKING
TO ROOF SHEATHING AND FASTEN TO
TOP PLATE WITH THE SAME FASTENER
SIZE AND SPACING REWIRED FOR THE
END WALL
(3)-15 GA x 7/16' x 2-1/2' STAPLES EACH END
r
(3) -0.148 DIA x 3' NAILS FROM RAIL TO EACH
PPRINED TR
S
STUD
0
0
(3)-15 GA x 7/16" x 2-1/2' STAPLES EACH END
,x6 FIRE STOP
KING BETWEEN
SEE FLOOR PLAN FOR
ACTUAL OVERHANG LENGTH
AT
ML STUDS AT
COUNG
2x6 SYP 82 STUDS O 16- D.C.
1�
ENDWALL
DETAIL
SCALE:1'
- I'-0'
0
LL
NW
LL
O
Digitally signed
U)
by Julio Orbegoso
J
=A •. ��
Date: 2022.01.27
10:35:51-05'00'
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
0
AND THIS SIGNATURES MUST
BE VERIFY ON ANY ELECTRIC
COPIES.
O
CONSULTING ENGINEER
" NOTICE "
JULIO ORSEGOSO
MENTS WILL NO LONGER BE
EVAUDS AFTER THEDATESIGNEDSUITE
202 DORIS OR.
103
: FEBRUARYI6TH,2022
LAKELAND, FL 33813
PE LICENSE W3H769
REVISION DATE
DATE:
01-26-2022
DRAWN:
R.C.S.
JOB#:
AMI-1244S
0.
SHEET NO.
A3
0 CIPROMIf ROTE-11(013AR KMOL�L D0.
FBC 6TH EDITION (20171
COMPLIANCE STAIDUT:
SEE ANCHOR SCHEDULE
1.
4. C • ;0.18
r—
I
LY
ANCHOR &'STRAPPING SCHEDULE
I
44' BOX 130 MPH 5 STRAPS PER SDE
44' BOX 140 MPH 6 STRAPS PER SDE
44' BOX 150 MPH 7 STRAPS PER SDE
I
44� BOX 160 MPH B STRAPS PER SDE
44 BOX 170 MPH 9 STRAPS PER SDE (HVH2p1
44' BOX 180 MPH 10 STRAPS PER SDE (HVH2)
F
I
L-
SYMBOLS
TF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
-----------------------------)
F.T. �_j
F.T. I
rLJ LJ LJ
A I
A4 I
I
B N
A4 N
ri-i r-1 r1_1 r_1
J J U L
F.T. F.T. —
F.T. F.T. I
----------------------------J
B
A4 Il
V1.
NOTE: IESSEE/END USER IS RESPONSIBLE FOR LOCATING HIM IF SITE CONDITIONS/BUILDING CONSTRUCTION DICTATE
ALL UNDERGROUND URUTIES AND OBSTRUCTIONS ANY STATE OF FLORIDA APPROVED RE -DOWN METHOD MAY BE USED
PR UEU OF THE DETAIL SHOWN.
EQ]E;.LESSEE USER ED RESPONSIBLE FOR CONDUCTING
A PULL 1FST'VREQUR FOR PERMITTING. NOIEL CONTRACTOR TO HELD VERI ALL COLUMN LOCATIONS TO INSURE
CORRECT PLACEMENT OF SUPPORT PIERS
FOUNDATION PLAN
P.T.2x8 SHIMS
4"x8"x16' CAP BLOCK
FOUNDATION DIMENSIONS
8'x8'AS" CMU BLOCK
A MODULE WIDTH
B. PIER TO MODELS EDGE
C. STEEL BEAM SPACING
2O)¢0Y/,'ABS PAD
NOTE: MAXIMUM OF (3) LAYERS
OF WO_ff OD SHIM MAYBE USED.
SEE FRAMING
SEE FRAMING
1'-B'
WHEN MULTIPLE LAYERS ARE
BEING USED, THEY MUST BE
SCREWED OR GLUED TOGETHER.
D. MAX. PIER SPACNG
MINIMUM SOIL BEARING CAPACITY
c A
NOTE: AT LEAST (1) 4"x8-x16' CAP
BLOCK MUST BE USED AT ALL PIERS.
6' - 3'
20M PSF
�PIL'R"A"
A4 SCALE: 3/4' V-O'
a
a�
TYPICAL GROUND ANCHOR DETAIL
SCALE:-NTS-
SIDEWALL - SEE
SECTION FOR I
PERIMETER
OUTRIGGER FRAME
BEYOND
TYPICAL
TIE DOWN STRAP
20'x2 .W ABS PAD
MODEL AIOSS-7 (OLIVER TECH.)
(OR APPROVED EQUAL)
NOTE: ABS PAD SIZE MUST
EQUAL OR EXCEED 2-5 S.F. MIN
FRAME TIE TO WRAP
AROUND CONT. I -BEAM
CRUSSMEMBER
FRAME BEYOND
-PIER TYPE 'A'
EXISTING GRADE
GROUND ANCHOR
�B SECTION TIE DOWN, SIDEWALL (TYPJ
A4 SCALE: 3'4' - I'-0'
FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
L 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 ATTENRON OF THE ENGINEER
2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO AMINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTMD 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFE.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. PIERFOOTING TYPE "A' SHALL BE 20'X20'ABS PAD.
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 4725E MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED INACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIEDOWNSTRAP&
1. THE TIE -DOWN STRAPS SHALL BE 14' X 0.35' GALVANIZED STEEL QQS-781-H TYPE 1
FINISH-B, GRADE-L TIE DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE
47258 MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM AROOF 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.
MASONRYUNIT:
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.
TR3-DOWN STRAPS:
1. THE FIRST TIE -DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED 2'-6', UNLESS
OTHERWISE SHOWN.
2. REFER TO ANCHOR & STRAPPING SCHEDULE FORMENIMUMNUMBEROF GROUND
ANCHORS.
°o'oE�"'-
Digitally signed by
�"�JJ: ;x xse. °soas
Julio Orbegoso
Date: 2022.01.27
'ss/ONA�?
10:36.07-05'00'
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 THIS SIGNATURES MUST BE VERIFY ON ANY ELECTRIC
COPIES.
CONSULTING ENGINEER
"NOTICE" JULIO ORBEGOSO
THESEDOCUMENTS WILL ND LONGER BE 202 DORIS DR.
VALID 21 DAYS AFTER ME DATE SIGNED SUITE 103
VALIDTHRU: FEBRUARY I6TH,2022 LAKELAND, FL 33813
PE LICENSE O38768
REVISION DATE:
2
U
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2co
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a oLL; o
h }_:c
W WQt�fvlJ
YmU
H _jU_
a0
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J_
DATE:
DRAWN:
1 j JOB #. AMI-1244S
SHEET NO.
A4
CCPMCNT 2G15-M®UTAR PL-m Dm ' CO.