HomeMy WebLinkAboutPlan Approval; Smithbilt ShedsTOP LINE ENGINEERING L-40-LC
STRUCTURAL ENGINEERS
December 28, 2020
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C c
op
Tallahassee, Florida 32399-6563 '4C C
RE: Plan Approval
Smithblit Sheds
Plan # SBS-S-170D-20
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, r Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61G20-3.006 (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
performed at the site, such as the foundation, is
Building Official.
is to be constructed in the factory. Any work
under the authority and jurisdiction of the local
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,
(#i�floam E. Neary, I
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 • Projecfs.TLE@yahoo.com
FL Certificate of Authorization 31785
E.
Please: nofe .4n ,questio(s regarding local permfHing}sftould. be dfrecfed to fh0.Manufacfurer; TE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO
ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL
the AAanufactUrei's contocflnfarmaflon can be found inibe title block of the plans. MEMBERS ARE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CUPS
- - BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0,040"
AL THICKNESS.
STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
ARE APPROVED FOR THE HEIGHTS OF ALL COMBINATIONS OF WALL
IS AND WIDTHS LISTED.
P ALUMINUM WALL SHEATHING
10NAL) d- COX PLYWOOD WITH D4 LAP ALUMI UM
ZONAL) JAMES HARDEE HORIZ. SIDING LAP OF ECG -ENGINEERING, LLCM
'ZONAL) VINYL SIDING TR L-N�.E— CT RALQ' E� uN TFffERS —
IONAL) j- COX PLYWOOD OR j- GYPSUM ON NTERIOR��nn William E. Neary, III o�xle
1.25" BRACING STRAPS ON INTERIOR OR IOR 9P" P-51, SM I-79, ICC 51850 -w"
REQUIRED ON WALLS GREATER THAN 24' LONGAND/o�y�9 0akview Pointe Terra PM
SIDEWALL OPENINGS ARE >= 50%. FASTEN H
.131'x2.25' GUN NAILS OR B8z2.25" SCREW. AT EACH Gotha, Florida 34734
ML rcumei u_ __
1. FOUNIXTIONaPLANS ARE NOT PART OF THIS PLAN SET AND ARE
SOLE PLATE GOVERNED BY LOCAL JURISDICTION.
2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
I FRAMING 3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS
R101.4.2.4, R402.1.
4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION
REQUIREMENTS TO MEET CODE
5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS
NOTED.
S. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY
HAVING JURISDICTION AND PERMITTING REQUIREMENTS.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE
a. IN ACCORDANCE WITH FBC 1609.1.2, 'STORAGE SHEDS THAT ARE
NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR
AREA OF 720 SQUARE FELT OR LESS ARE NOT REQUIRED TO
COMPLY WITH THE MANDATORY WINDSORNE DEBRIS IMPACT
STANDARDS OF THIS CODE•.
9.IN ACCORDANCE WITH FBC 1010.1.1. EXCEPTION (10.) BUILDINGS
THAT ARE 400 SO-Ff OR LESS AND THAT ARE INTENDED FOR USE
IN CONJUNCTION WITH ONE- AND TWG-FAMILY RESIDENCES ARE
NOT
SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF
1061 U.S. 92
ABURNDALE, FL 33823
NUMBER: (863) 665-376
NUMBER: (863) 665-0159
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2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED
FILE COPS(
MITE]( 2'x4'
OR EQUAL TYP.
12 1'x4- BRIDGING
5� 3,-7.
2'xa• COLLAR TIE
2'x6' TYP. AT EACH BM
ATTACH WITH (3) TOENAIL
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1'x4' BRIDGING k �j cox
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MIN. TO 14'-O' MAX.
BARN STYLE TYPICAL TRUSS
2x4 SOLE PLATE
END ELEVATION
1061 U.S. 92
DOOR ABURNDALE, FL 33823
PHONE NUMBER: (863) 665-37f
FAX NUMBER: (863) 665-0159
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
LENGTH VARIES J MIR
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2020-12-28TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED FILE COPY
MAXIMUM DESIGN PRESSURES
170mph BASIC WIND SPEED
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ROOF SHEATHING:
— D4 LAP ALUMINUM SIDING
— (OPTIONAL)" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING (EXTERIOR)
— (OPTIONAL) �" CDX PLYWOOD OR 4" GYPSUM ON INTERIOR
VARIES 8'-0" TO 50'-0"
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1061 U.S. 92
ABURNDALE, FL 33823
PHONE NUMBER: (863) 665-376'
FAX NUMBER: (863) 665-0159
1"x4" BRIDGING (SEE WALL DETAll) I
"-T 5 l 8 U N�EE�II➢�LC
ROOF FRAMING PLAN William E.Neary,III
SMP-51, SMI-79, 1CC5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED
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OPTIONAL PORCH TO WALL CONNECTION
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OPTIONAL PORCH TO FLOOR FRAMING
William E. Neary, III
SMP-51, SMI-79, ]CC 518
10649 Oakview Pointe Tei
SECURED WM STRAPS AS Gotha, Florida 34734
PER FASTENER SCHEDULE
IPORCN END
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BURNDALE, FL 33823
0HON NUMBER: (863) 665-3767
FAX NUMBER: (863) 665-0159
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HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS
,NOTES a __
1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
3SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
Z WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER SPUDS CAN BE SUBSTITUTED
(2) 2'x4' WITH OPTIONAL SINGLE PLAT
244' HEADER
1/2' PLYWOOD OR OSB
FILLER rn OR 4'z4'
(2) 2'x4' WITH OPTIONAL
1/2' PLYWOOD OR OSB
FILLER OR 4'x4' 200A. 1' WIDE STRAP OR
EQUN. (SEE SHEET 5) VLW
2 2"x4"
1/2 PLYWOOD OR OSBNAL
FILLER OR 4'xS'
20GA. 1' WIDE STRAP OR
EQUIV. (SEE SHEET 8)
'A6* WITH OPTIONAL
PLYWOOD OR OSB
I OR 4'x8'
20GIL 1' WIDE STRAP OR
FAUN. (SEE SHEET 5)
11 -- A11n11
SIDE WALL HEADER SCHEDULE (170D)IDI
BUILDING WIDTH
SREId,gj
FASTENERS StPAP
UP TO 14' WIDE
(EACH END)NO)ICI
MAX. SPAN
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1-2YH•jlj
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A TABUAIFD WOOS ME FOR NO GRADE SPRUCE PINE M W MSEA
B. NJ - NUMBER OP J STUDS REQUIRED TO SUPPORT EACH EIRO.
C. F OIDR O' SPM MD NO STPAPS ME USED IRAOEN MUSE RUN TO NDR SR10
0. SE OPOOWL PLY FOR OR O50 RIIER 5 NOT SRDiCNR& AND ONLY POR AESl1ER6
E. SEHEADER •Afl9 i1zl uTERN1TE IAMM. k 2-21P OR 4•F-
F. WPIDDW NFMR MR'_Oh-IdNOS DMT HAVE MORE MMN SON � S1U0 WALL MOVE AM MUM.
onERNaE DOOR HEADER SCRDUIE
G. THE HUGER M DE ATTAGMD TO THE TOP PATE MO THUSLY IMV COMONE0 SMEN'OM EWRVAIDRT MD USE
T!E MAWUM SPM SMTER SEE IOIDEN DEP PRO EwUNYENT SO.
WINDOWS* 3'
WIDE OR LESS
WALL STLIDST 1141
William E. Neary, III
SMP-51, SMI-79, ICC 518504(
10649 Oakview Pointe Terrace
--Gotha. Florida
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION DETAIL
HYDROVENT DETAIL
END WALL HEADER SCHEDULE (170D)IDj
SrzEI01
MAX. SPAN
NJjbj
FASTENERS W/O STRAP
(EACH END)(CI
1-axY
0'-0•
0
O rS 101' NMS
A UBIIAIED VNMES ARE MR NG2 GRME SPRUCE ME M WMBEH.
S. NJ - NUMHR Of — SRRS RW-M TO SUPPORT EACH END.
G M O.ER 0' SPM MD NO SMMS ARE USED NTADEA 1RSf RUN TD NENf STUD
O. IRE OPOONAL PL\YAOD OR OSB FLW 6 NOT STRUM MD OR.Y TOR AETINERCS
E SEE HEADER •AM1S Fdt ADFAWIE AlD1115, LP. 2-2W OR 4'.4'
F. WINOOW IE.1OR FOR MOOW OPERNOS MT HAW MORE THAN = ODMMOM STUD WALL MOTE MD B[USN.
OMERIOSE DOOR HEADER SCRHDUIE
a TIE HUDQI GUI K ATTACFBD M IRE TOP PATE MO THUSY RAZE COMBNED STRENGTH EQWN ENT MD USE
THE MW V S•M WAIEA SEE HEADER ORMS PRO EEUX IEM WM
'P.
DOOR
:RIOR
'NO -STRAP' HEADER DETAIL
MAX. 8' SPAN
2020-12-28TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ ��Copy
1061 U.S. 92
ABURNDALE, FL 33B23
PH NE NUMBER: (B63) 665-3767
NUMBER: (863) 665-0159
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2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20' HVHZ APP
William E. Neary, III
SMP-51, SMI-79, ICC518
10649 Oakview Pointe Ter
1061 U.S. 92
ABURNDALE, I'L 33823
PHONE NUMBER: (863) 665-376
FAX NUMBER: (863) 665-0159
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ELECTRICAL
SYMBOL KEY
HHH
RECEPTACLE
240V
40
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
E=
FLUORESCENT
LIGHT FIXTURE
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JUNCTION Box
-0" MAXIMUM BUILDING
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
/ NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
SEE VARIOUS END WALL \ . / \ SEE VARIOUS END WALL
FRAMING SECTIONS FOR FRAMING SECTIONS FOR
WALL AND DOOR FRAMING \ / WALL AND DOOR FRAMING
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
ELECTRICAL NOTES:
1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
2.FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER
CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO
LOCAL APPROVAL.
RMT— RIGID METALLIC TUBING
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH
300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B).
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (1OFT). IN ADDITION,
EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BOX,
JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION.
EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT).
SMITH8118f
1061 U.S. 92
ABURNDALE, FL 33823
PHONE NUMBER: (863) 665-3767
FAX NUMBER: (863) 665-0159
ST��Ii�NG, LLC.
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2020-12-28 TOP LINE ENGINEERING APPROVAL PLAN # SBS-S-170D-20 *** HVHZ APPROVED
FILE COPY
eo 00 oo_ou TABLE 1 — 170D
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
24'-0" 4'-0"
20'-0" 6'-0"
TYPE 1 TYPE 2A TYPE 2B
30" DRIVE 30" AUGER 30" AUGER 1 6'-0" e-s"
ANCHOR ANCHOR ANCHOR
FOR ROCK/CORAL FOR SOIL/CLAY FOR SOIL/CLAY 14'-0" 7'-O"
INSTALLED PER Ut O® t MANUFAEYELET CTURE LlS IN _ OF BTION& 1 .Zr—O„ 8,_On
ABOVE GRADE. 1 O'-0„
TYPE 3
(CONETE ANCHOR
WITH OR W/O BRACKET
TYPICAL ANCHOR TYPES 6'-0" 12'-0"
KD
TIE —DOWN STRAP
(SEE NOTES)
TIE —DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 6
BOLT MINIMUM WITH WASHERS
44 SYP 12 ON B' WIDE OR LESS.
2x8 OR (1) 4x6 P.T. SYP #2 SKIDS
ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
TABLE 2 - 170D
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-01f
8'-0"
161-11f TO 20'-01)
6'-0"
201-1" TO 24T-0"
4'-0"
0
TIE —DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2- GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT k BOLT OR JxW LAG BOLT)
1/2" x 30" EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8'
22x6WIDE OR LESS.
(ALL ELSE(CAN1BExSET ON GROUND).KIDS
• • , . j
4" CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0" MAX.
IIr_wuwN IVUILJ:
1. ANCHOR SPAGNG IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER —TO —CENTER.
3. TIE —DOWN STRAPS CAN BE MINIMUM: 1�" x 0.03V GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-7B1—H, TYPE-1, FINISH-8, GRADE-1 OR
1/4" STEEL CHAIN WITH MINIMUM 1,Y00 LB TENSILE STRENGTH
4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 US. x 1.5).
5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4.300 LB. CAPACITY.
B. EARTH ANCHORS LOCATED AT EACH CORNER, MMMUM IV FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB,C DEPENDING ON SHED WIDTH, WIND SPIED, AND EXPOSURE
8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
S. MINIMUM SOIL BEARING CAPACITY IS 2,C00 PSF (TYP.)
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCITON PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES. INC. MODEL#ORCB1, OTICB2 OR EOUIVALOM
12 HOLLOW OR SOW CONCRETE BLOCKS (8"x8"x18) MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
FILE COPY
SMITHRUT
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Digitatfy.signed-I
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Matthew Baldwii
Date:2021.01.01
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10:36:52 -05'00'
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