HomeMy WebLinkAboutEngineering E ENGINEERING, LLC
T.< E-T0`SR
CTURAL ENGINEERS
January 20, 2021
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563 RECEIVED
RE: Plan Approval
FEB 19 2021
Superior Sheds Permitting Dvaartment
Plan# BUNG-20 St. Lucie county
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 71h Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Respectfully,
William E. Neary, 1J Il
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
*** Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title block of the plans.
10649 Oakview Pointe Terrace • Gotha • Florida 34734 • Phone 407-421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
Please note;.Any questions regarding local perrnitting,should be directed to the Manufacturer.
NOT APPROVED FOR HVHZ The Manufacturer's contact information can be found in the title block of the plans:
STRUCTURAL LOAD LIMITATIONS .�'.
LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
WIND LOAD CRITERIA =-� BUILDING CODE FBC, 7TH EDITION (2020)
1. 132 Vasd/170 V.,1 WIND SPEED(MPH) RESIDENTIAL CODE FRBC, 7TH EDITION (2020)
2. I RISK CATEGORY 2323 S.VOLUSIA AVENUE ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE
3. II BUILDING CATEGORY BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
4. ENCLOSED ENCLOSURE CATEGORY
CLASSIFICATION ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC
5. GCpI=0.18 INTERNAL PRESSURE COEFFICIENT (877 439-7433 AGENCY TOP LINE ENGINEERING, LLC
AGENCY PLAN NUMBER BUNG-20
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR(Kd) GENERALNOTES CONSTRUCTION TYPE V-B
7. 0.85 GUST RESPONSE FACTOR(Gh) 1.FOUNDATION PLANSARE NOT PARTOF THISPLAN SETAND ARE GOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO
S. 0.85 .0 PSF MAIN RESPONSEFRAME FACTOR
2.BUILDINGS AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THISBUILDING IS EXEMPT FROMTHEFECC PERSECTIONS R101A2A,R402.1. OCCUPANCY UTILITY
4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEETCODE. ALLOWABLE # OF STORIES 1
9. COMPONENT&CLADDING LOAD 5.ALLLUMBERFORCONSTRUCTIONWILLBE#2SYPEXCEPTASNOTED. WIND VELOCITY 170 MPH, EXPOSURE C
6.GUTTERS SHALL BE SITE INSTALLED PERTHE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0
(ROOF) REQUIREMENTS. FLOOR LIVE LOAD - STANDARD 75 PSF
Pr=ZONE 1:-35.63 PSF,ZONE 2:-35.63 PSF,ZONE 3:-65.26 PSF 7.ALL WINDOWSAND DOORS TO MEETTHE MINIMUM SPECIFICATIONSPERTHE APPROVED PLANS AND THE FLOOR LIVE LOAD - OPTIONAL 125 PSF
(WALL) FLORIDA BUILDING CODE. FLOOR DEAD LOAD 10 PSF
PW=ZONE 4:-39.14 PSF,ZONE 5:-46.89 PSF 8.IN ACCORDANCEWITH FBC 1609.1.2,-STORAGESHEDSTHATARE NOT DESIGNED FOR HUMAN HABITATION ROOF LIVE LOAD 30 PSF
AND THAT HAVEA FLOORAREAOF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLYWITH THE ROOF DEAD LOAD 10 PSF
10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE MANDATORYWINDSORNE DEBRIS IMPACT STANDARDS OFTHISCODE'. -R- RATING OF FLOOR,WALL,&ROOF N/A
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET 9•IN ACCORDANCEWITH FBC 1010.1.1.EXCEPTION(10.)BUILDINGS THATARE400 SQ-FTOR LESS AND THAT MODULES PER BUILDING 1
IN HEIGHT. AREINTENDED FORUSEIN CONJUNCTION WITHONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO SQUARE FOOTAGE 719SO/FTMAX.
THEODOR HEIGHTAND WIDTH REQUIREMENTSOF THIS CODE.STRUCTURES 400 SO-FTOR MORE SHALL HURRICANE PROTECTION USAGE NO
SEISMIC LOAD: N/A HAVEAN 80'MINIMUM DOOR. HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10.IN ACCORDANCEWITH FLORIDA STATUTE553.80(1)D,LAWN STORAGE BUILDINGSAND STORAGESHEDS HVHZ APPROVED NO
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR BEARING THE INSIGNIA OFAPPROVALOF THE DEPARTMENTARE NOT SUBJECTTO 553.842(FLORIDA
PRONEORDTO WAVE AREA.ACTION
SHFHENLOCLOOR LOCATED
N FLOOD
UST E PRITION. PPROVALS)BUTSHALLMEETTHEDESIGN WIND LOAD REQUIREMENTS OF THE2020 FBC 7TH TOP LINE ENGINEERING, LLC
EDITION.
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. CH RDS.ET. STRAPS CAN BE BENTATHESE OUND STRUCTURAL MEMBERS OF WALL EN D DOES
NOT
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH CHORDS,ETC.TO HELP SECURE THESE MEMBERS,PROVID H THATTHEADDED BEND DOES NOT
THE LOCAL FLOOD ZONE REGULATIONS. INTERFERE WITH ANY OF THE EXISTING BREAKSIBENDS IN THE STRAP.
12.AS PERFBC SECTION 1628.1 EXCEPTION(F):STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN TOP UNEENGINEERING.LLC
HABITATION AND THAT I4AVEA FLOORAREA OF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQUIRED "1C-sTeucnllaa�NCINeE-as
DRAWING INDEX TO COMPLYWITH THE MANDATORYWINDBORNE DEBRIS IMPACTSTANDARDS OFTHISCODE.
13.COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. William E.Nea ry,Ill
C1 COVER SHEET 14.SHEDSLOCATED IN FLOOD HAZARDAREAS MUSTCOMPLYWITH THELOCAL FLOOD ZONE REGULATIONS. SMP-51,SMI-79,ICC5185040
Al FLOOR PLAN 15.IFA WALL IS FRAMEDFOR FUTURE HVAC UNITSTHATSHALL BEAPPROVEO BY THEAHJ AND SHALL
A2 SIDEWALL FRAMING COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 OakVIeW Pointe Terrace
16.WINDOWSAND DOORS INSTALLED BYTHECUSTOMER THATSHALLBEAPPROVED BYTHEAHJAND Gotha,Florida 34734
A3 FLOOR FRAMING SHALL COMPLY WITH LOCAL REQUIREMENTSFOR PERMITTING. CONSULTING ENGINEER
A4 ROOF FRAMING 17.HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.
JULIO ORBEGOSO
A5 CROSS SECTIONS
FLORIDA
o A6 ENDWALL FRAMING BUNGALOW SHED PE LICENSE#38769
i A7 SCHEDULES
P DESIGN PRESSURES
DOORS: -1-20 PSF MODULAR STRUCTURE FOR: D
DATE: 01-19-2021
SUPERIOR SHEDS Julio
WINDOWS: N-40.10 PSF (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Orbegos
MODULAR PLANS DESIGN,Co. , 2021.01.2 JOB: SS20-BU-NONH
fl o' =0 SHEET NO.
NOT APPROVED FOR HVHZ L. 1; -0 03:39a MODULAR m � -OS'0 '
Q PLANS DESIGN,CO. o�
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN r BUNG-20**"NOT HVHZ APPROVED _
SHED OVERALL LENGTH(MAX.40'-0°)
SKID RUNNER SPACING*
WIDTHS 6'-0" 8'-0" 10'-0" 1 V-8" 13'-6" 2"X6"P.T.FLOOR JOISTS @
24"O.C.OPTIONAL 125PSF
A U-10" 0'-9" V-7" 2'-B" V-10.5" @ 16"O.C.TYP W/%"T&G ^
B 51" 6'-6" 6'-10" 6'-4" V-10.5" °D
ih
C - - V-10.5°
'VALUES ARE FROM END OF JOIST TO CENTERS OF �^
o�
(2)4"X4"SKIDS ONLY.13'-8"WIDE SHEDS HAVE(4)
SKIDS. 00 cJ 319
2"X4"P.T.SYP#2 w o
PULLING BLOCK X.-
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m
0
4"X4°P.T.SKIDS ATTACHED
W/H24 OR EQUIV.SEE TABLE
2 FOR QUANTITY&SPACING
"7���TOO CINC ENGINEERING.L_L_C
-T SI'IiVCTVNAL ENGINEEIIS
¢
William E.Neary,III
SMP-51,SMI-79,ICC 5185040
2"X6"PERIMETER RAIL
10649 Oakview Pointe Terrace
Gotha,Florida 34734
FLOOR FRAMING PLAN FLOORSHEATHING:
SCALE 31e-=V-0- -%y"PLYWOOD
-% P.T.PLYWOOD
%"T&G
FLOOR SHEATHING 2-112"X 112'
THRU-BOLT - "P.T.T&G
SIMPSON HL33 HEAVY ANG�� 2"x6'CONTINUOUS
HEAVY ANGLE P.T.FLOOR JOIST _ - CONSULTING ENGINEER
i JULIO ORBEGOSO
1112 FLORIDA
NOTCH BUNGALOW SHED PE LICENSE#38769
m l i 4°X4"P.T.SKID j
MODULAR STRUCTURE FOR:
n 4-112'X 112'
SUPERIOR SHEDS D11,1,N,.;-,. Orbe9O
DATE: 01-19-2021
THRU-BOLT (877)439-7433 oDRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 FLOOR JOIST TO SKID CONNECTIONMODULAR PLANS DESIGN,CO.scALe.Nrs JOB' SS20 BU NONH
SHEET NO.
_
MODULAR �"�^�"�� 'm ��'�
O A3
PLANS DESIGN,CO. m ".� C p Op"
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20**"NOT HVHZ APPROVED
NOTE:INSTALLATION FOR ALL ROOF
SHEATHING OPTIONS AS PER
MANUFACTURER INSTRUCTIONS
SIDEWALL BELOW D4 ALUMINUM ROOFING
w w
O o
J J
2"X4"TRUSSES @ 24"O.C.
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SHED LENGTH(MAX.40'-0')
ROOF FRAMING PLAN
-----.........._.......__......._.._......................... CONSULTING ENGINEER
SCALE:318'=7'-0• JULIO ORBEGOSO
7-77-1
FLORIDA
g BUNGALOW SHED PE LICENSE#38769
i,
o MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
^r^ ,SOPSIRfiCNIUL 1111E EVG1N11RING,uc 2323 S.VOLUSIAAVE.ORANGE CITY,FL 32763 """" Ofbego
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN;;BUNG-20****NOT HVHZ APPROVED
r
SISTER STUDS FOR 4'-0" SISTER STUDS FOR 4'-0"
FROM ENDWALL(TYP) TYPICAL STUD SPACING 24'O.C.MAX FROM ENDWALL(TYP)
MIN.3:12 2"X4"ROOF TRUSSES ENDWALL
MAX.8:12 @ 24"O.C.
2'X4"SYP42 COLLAR TIE
2"X4'SYP#2 ROOF
TRUSSES @ 24"O.C.
2"X5'MITEK MT20
OR EQUIVALENT VARIES 12"MAX. VARIES
U y
w SEE HEADERw
YZ 2"X4"SYP#2 STUDS DETAIL
_ @ 24'O.C.
O
w
= 2"X4"SYP#2 BLOCKING
I a �
3
4'X4"P.T.SKID(CONT.) FLOOR DECKING CONT.) 2"X4"SYP#2 STUDS
N @ 24'O.C.
x FLOOR DECKING(CONT.) 2'X4"SOLE PLATE 2"X4"SOLE PLATE
FLOOR JOISTS @ 16"O.C. 2"X6"PERIMETER 2"X6"PERIMETER
/ IN v
SHED WIDTH 4"X4"P.T.SKID(CONT.)
(6'-0',8'-0",10'-0°,11'-8",13'-8') SHED LENGTH(MAX.40'-0')
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
A CROSS SECTION'A' AND FLOOR FRAMING W/0.039" XS OSB OR SHEATHING EQUIV.OR BETTER
A5 SCALE:ys•=T-0• (1MM)x12"STRAP w/4-10dNAILS CORRUGATED ALUMINUM
ON TOP INTO STUD,SECURING e CROSS SECTION'B' -D4 ALUMINUM SIDING WALE:3f6' T-0 Yi
INTO RIM JOIST ON BOTTOM = - OR%"T1-11 SIDING
WI 4-10d NAILS(TYPICAL) A5 JAMES HARDIE PANEL OR EQUIV.
NOTE: JAMES HARDIE HORIZ.SONG LAP OR EQUIV.
2"X4"STUDS TO BE Fb=1200 PSI OR GREATER -29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
THERMO-PLY BLUE(0.135 THICK) CONSULTING ENGINEER
W/VINYL SIDING JULIO ORBEGOSO
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA
gFOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED PE LICENSE#38769
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS MODULAR STRUCTURE FOR:
° SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS SUPERIOR SHEDS D22
U�10 DATE: 01-19-2021
THAN 0.040"NOMINAL THICKNESS.
(877)439-7433 DRAWN: R.L.G.
'GY„T'TOP LINE[NGINCBRING�tc 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 rbegO
21 01 JOB: SS20-BU-NONH
William E.Neary,III .___I MODULAR PLANS DESIGN,CO. 2SMP-51,SMI-79,ICC 5185040 ' i p0` SHEET NO.
106490akvlewPointeTerrace9:04:52A5
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@ PLANS DESIGN,CO.
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20 NOT H✓HZ APPROVED
2"X5'MITEK MT20
2'X5"MITEK MT20 OR EQUIVALENT
MIN.3:12 OR EQUIVALENT MIN.3,12 2"X4'ROOF TRUSSES MIN.3:12
MAX.8:12 MAX.8:12 MAX.8:12
@ 24"O.C.
' Ew
X4•S P#2S7 JDS (2)2"X4"SYP#2
@ 24 .C. HEADER 2"X4'SYP#2 STUDS
@ 24-O.C.
HEADER
2"X4"SYP#2 BLOCKING
2' "SYP BLOC ING w
u1
w
r
MAX 108" 2"X4"SYP#2
2"X4]�OLEIfTE—,, SOLE PLATE MAX 36"
I I J ��2-X6"PERIMETER
29
7' SHED WIDTH SHED WIDTH I SHED WIDTH
(6'-0',8'-0',10'-0",11'-8",13'8") (6'-0',8'-0",10'-0",1 V-8",13'-8') I (6'-0",8'-0",10'-0',11'-8",13'-8")
4'X4•P.T.SKIDS ATTACHED W/ 4"X4"P.T.SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT. SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING. SEE TABLE 2 FOR SPACING.
eENDWALL
FRAMING e ENDWALL FRAMING B ENDWALL FRAMING
ENDWALL
•I'SCALE:318 -0' A6 SCALE:318'•T- A6 SCALE:38'=P-0'
CONSULTING ENGINEER
r� JULIO ORBEGOSO
FLORIDA
g BUNGALOW SHED PE LICENSE#38769
o MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
1 TOP LINE ENGINLERING._LLC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 oReE',,,, Orbego O
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R SMP-51,SMI-79,ICC 5185040 -' ) ;'b``. ...a .:2�w 0 SHEET NO.
10649 Oakview Pointe Terrace t.. Fss'"�`�"°'"" ° Q
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20***NOT HVHZ APPROVED
SIMPSON STRONG DRIVE 8 STRAP-SD SCREW SCHEEULE FASTENING SCH EDULE
(cOC TABLE .1
MTAtESG URRI WAUCASiENER RAFTE CASTF]ER TE FASTENE CpNECTId FASTEN- CDIa•ECTd N.BU4TLP CJROE AIO BGI' COuuOH H'n0.1927 AT JY O.G FACENLLATTOPAtABOTTCN
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p-SOAIS S-SOg.tS' 2-m CDLNCAJ(21?n0.1J1').21
J-YX¢I]1•NAlS ENLLAT E1mSAIp wT
S-SDD.IS S-SWa15 2-rH WUGE STAPLES ]-rN WUGE STARES EACH SRIIX
H2.BT 5•SOA13' 3-509xI.S xr SU.-OR LESS TO EACH JOIST mCOuuON 2UT%0.111 RANKS
SLS )-SD•hIS S-SDB.1S ]'1• ]m EACH BFARNG
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L WG ATITC LTS1p RRS 1 6-SDg.13' B-SW.1S TAT Ir .-YU WUGESTARES
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN''),BUNG-20***NOT HVHZ APPROVED
-
GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
270 GALVANIZED WASHER )IS
•7HREAOED ROD NOTCH OR COUNTERSINK BOLT
WITH J5'NUT 12'x5'(400 LB)CONCRETE THRU 2'x4'BOTTOM PLATE 1 M1'THREADED ROD 2•x2'GALVANIZED WASHER 1, BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE
OPTIONAL FOR'HIGH SET WITH K•NUT
OPTIONAL FOR"HIGH SET' AUGER ANCHORS BY HOME PRIDE OF BRISTOL.VA OR EQUIVALENT.AVERAGE
EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB HOLDING STRENGTH IS NOT LESS THAN 4,725 LBS.
WITH Y2Sa'BOLT 8 NUT WITH K'COUPLER THRU 7x4'P.T.BOTTOM PLATE 1/2'COUPLER 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
(2)2'x2'GALVANIZED WASHERS _ (SEE TABLE 1 FOR SPACING) 2'x4'BOTTOM PLATE NAILED w LOCATE ANCHORS PER TABLE 4A OR 4B.
(2,000LB SHEAR CAPACITY) LXJI �4-MIN. TO 2'x6'P.T.BASE _ 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
• • V2x12'FORGED EYEBOLT - (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
___� _C4'MIN. . THREADED ROD OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
C NCRETE SLAB BY OTHERS u____�__' ____: EYES BOLTED TOGETHER W/1/2'x2' GRADE ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
"Z 3'(400 LB) SIMPSON A-24 THROUGH LOCAL CODES BOLT 8 NUT WITH(2)2'x2 GALVAN ZED TYPE 1,II,III,OR N PAD WITH
CONCRETE WEDGE NO
CONCRETE SLAB BY OTHERS z
CLIP OR EQUAL AND JURISDICTION WASHERS(2,000LB SHEAR CAPACITY) 7I BLOCKING AS REQUIRE
4
(SEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES p E TABLE 4A
AND JURISDICTION J/CIVJL ;• IS
TABLE 3) 30'gUGER ANCHOR SPACING•SINGLE WIDE
30'EARTH AUGER ANCHOR
SHED WITH SKID SHED WITH'NO FLOOR'OPTION (SEE TABLE 4 FOR SPACING) SHED WIDTH LW UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING-
ANCHORED TO CONCRETE ANCHORED TO CONCRETE SHED WITH SKID
TO PAD OR BLOCKING 13'43' 7.00 243 0'-0'TO 3'-0' 10'-0'
111-61 6.00 208 0'-0'TO 3•-0' 10'-0•
t0'-0' 5.00 174 0'-0'TO 3'-0' 10'-0'
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
B'-0• 4.00 138 0'-0'70 3•-W 10'-01
1. BUILOING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION.THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 6'-0' 3.00 104 0'-0'T03'-0• 10'-0'
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE ENO,CENTER,AND OTHER ENO TO LEVEL.ONCE THE
BUILDING IS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED.THE OTHER END OF THE BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). TABLE 4B
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED.THEN THE CENTER OF THE BUILDING IS 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE 30'AUGER ANCHOR SPACING-DOUBLE WIDE
SUPPORTED TO LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1);'x4} SHED WIDTH LW UPLIFT(PLF)END ANCHOR^MA%.INTERIOR SPACING-
SUPPORTED
(SEE TABLE 3). BOLT AND NUT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
3. AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING LINED UP AND BOLTED SECURE.THE REST OF THE BLOCKING IS THEN COMPLETED.THIS 20'-0• 10.00 4DD 0'-0-TO T-W 5'-V
(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE --.-
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). 30'AUGER ANCHOR LOAD WIDTH UPLIFT ON RUNNER
THRU THE 2'X4'BOTTOM PLATE WITH A 1/2'AUGER BIT.12'EYEBOLT OR OPTIONAL 112-THREADED S. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS (4,725 LB) LOCATION FROM END WALL OF AUGER ANCHOR
ROD(FOR A-HIGH SET-)IS SECURED THRU THE HOLE REMOVED. INSTALLED PER MFRS ••• MAXIMUM SPACING BETWEEN ANCHORS
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS.EYELET AT ...
FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6'ABOVE GRADE
6. IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHOR AND NOTES
BACKFILLED AND SECURED AS PER THE DETAIL OR 1/T HOLE IS DRILLED INTO THE CONCRETE ------------- ---------- 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7
1-1/2.OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON CODE INFORMATION 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A M-WEDGE ANCHOR 3.THE MINIMUM NUMBER F ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER
7. IF THE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 1/2•XS WEDGE ANCHOR THRU THE 2-x4'BOTTOM CODE VERSION FBC,TTH EDITION ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-W
PLATE (2020),ASCE-7-16 BETWEEN ANCHORS.
I MANUFACTURER SUPERIOR SHEDS 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
' BUILDING TYPE MANUF,SHED EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
CONSTRUCTION V.B TO THE SIDE AS POSSIBLE
TABLE 1 TABLE 2 j TABLE 3A CODE VERSION NONE
ANCHORING TO CONCRETE SKID RUNNER SPACING* PAD TYPES GENERAL NOTES: �.•o`opaFe.,,•,
FIRE SUPPRESSION SYSTEM NONE 1.FOUNDATION PLANE ARE NOT PART OF THIS
;, ,.. „7....
SHED WIDTH UPLIFT(PLF)ANCHOR SPACG SHEDWIDTH %1 X2 %3 TYPE PAD DIMS MAX LOAD' MATERIAL OCCUPANCY STORAGE PLAN SET AND ARE ARE BY LOCAL '
I 2'x8•X16' 1778 LBS ALLOWABLE NO.OF STORIES 1 JURISDICTION. ( �•~ I.2
20-0' 40D 3'-0' 13'.W 1•-103 t•-101• 1'-70}• CEMENT ANO SAND MIX 2.THIS BUILDING IS EXEMPT FROM THE FBC
BASIC WIND SPEED 180 MPH(VULT)
II 4'x8'X76' 3500 LBS I
13'A' 280 3'-6' 11'-0' 2'-B' B'-0' - ENERGY CONSERVATION CODE PER SECTION
! AND N MI% ; EXPOSURE C 1015.22 '^��E"••-
111-8' 240 X-T ! 10'-0' 1'-T V-10' - i III 7MIW 39WLSS ADS PLASTIC PADS ENCLOSURE ENCLOSED 3.REFER TO TIE-DOWN DETAILS FOR PROPER Digitally signed
j B'-0• 9' 6'-6' - IV 8'%8'Xi6' 7900 LBS N INTERNAL PRESSURE COEF. -0.18 INSTALLATION REQUIREMENTS TO MEET CODE,
10'-01 200 3'-0' g Y 9 Y
H
8'-0' 160 3'4i' 6'-0' 10• 61' NOTE5:0 ON 2000 PSF SOIL BEARING CAPACITY(2000 P F IS TYPICAL f IMPORTANCE FACTOR 10 P Julio Orbegoso
ROOF DEAD LOAD 10 PSF Date:2021.02.01
ROOF LIVE LOAD 20 PSF OR 300LBS
6'-0' 120 3'4i' VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'%4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(9'x8•x16')MAY BE STACKED FLOOR DEAD LOAD 8 PSF 1 6:42:51-05'00'
................_..__.__..........._...-........__.._-_. NOTES: ON PADS FOR HIGH SETS UP TO 48-WITHOUT REINFORCING.
1.HOLLOW OR SOLID CONCRETE BLOCKS(e xB'x16')MAY BE 2.ASS PADS REQUIRED ON IT-8-AND 13'-8'WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF/125 PSF
STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT •R•RATING(WALL,FLOOR,ROOF) WA
REINFORCING. CONSULTING ENGINEER
2.ABS PADS REQUIRED ON 11'-8-AND IN-W WIDE SHEDS ONLY. HURRICANE PROTECTIONUSAGE NO
JULIO ORBEGOSO
__ __________ _ _ __ HURRICANE SHELTER USAGE NO
f SQUARE FOOTAGE LESS THAN720S.F. FLORIDA
TABLE 3 PE LICENSE#38769
u SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE 8 DOUBLE WIDE SHEDS L-----
S SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
o SHED WIDTH TYPE LW(PLF) ENO PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER SHED STRUCTURE FOR:
PAD TYPE PAD PAD TYPE DATE: 01-22-2021
13'-8' SW/DW 4.151332 WTO6' 6'-0• 1936LB I,IL Ill.ORIV 1879LB I,11,III,ORN SUPERIOR SHEDS
11•a• sviow 6.00/480 WTO6' 6'-0' 2558LB I,II,III,ORIV 2558LB 1.11,111,ORIV 2323S.VOLUSIAAVE.ORANGECITY,FL32763 439-7433 DRAWN: R.L.'G.
0 10'-0' SW/DW 5.00/400 0'TO 6' 2400 LB I,II,III.OR N 2400L8 1.II.III,OR N
$ JOB: SS FOUNDATION
8'-0' SW 4.00I320 0'TO 6' 6'-0' 2029 LB I.II,III,OR N 2133LB 1,11,III,OR N .,,. MODULAR PLANS DESIGN,CO.
R &.0, SW 3.00/240 0'TO 6' 6'-0• 1658 LB 1,11,Ill,OR N 1866LB I,11,III,OR NSHEET NO.
O LOAD WIDTH OF UPLIFT ON RUNNER I j AA
¢ NOTES: A l
1.PAD SPACING IS END TO CENTER OF PAD __
LQj 2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER MODULAR �'� �.�°°�;�:
O 3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING PLANS DESIGN, CO. vein' a� ccleouowxuwxruco.�