HomeMy WebLinkAboutReview Comments Planning it Developmemt Services
REVIEW COMMENTS
Buidinng a Code Regulaoon 13mrswn
2300 Vagina Avenue
Fort Pierce.FL 34982
Page 1
PROPERTY INFORMATION
Address: 1200 Kingswood Ln Owner(s):
Jerry Wayne Manning/Sandra Spicer
City/State/Zip: Fort Pierce,FI 34982 Manning
Parcel#: 3404-807-0004-000/4 Jurisdiction: SAINT LUCIE COUNTY
Zoning: RS-3 Lot#: 4 Block:
APPLICATION INFORMATION
Permit Number: 2101-0216 Stories: Automatic Sprinkler System? No
Permit Type: SHED GREATER THAN 144 SF
CONTRACTOR INFORMATION
Contractor Name: Fax Number:
Business Name:
Business Addr: Email:
City I State I Zip:
REVIEWS AND COMMENTS
Review Type Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING PENDING Deanna Givens 1/12/2021
1/1 212 021 Comment: VEG PERMIT IN DRAWER UNDER"M"MANNING
1/13/2021 Comment: THE SURVEY HAS BEEN ALTERED BY THE ZONING TECHNICIAN;PLEASE ASK MR MANNING TO INITIAL
WHERE HIGHLIGHTED.
ENVIRONMENTAL REVIEW COMPLETE Lynn Swartzel 1119.12021 1/20/2021 1/20/2021
Comment:
FRONT COUNTER REVIEW COMPLETE Deanna Givens 1/12/2021 1/12/2021 1/12/2021
Comment:
NOTIFIED FOR PICK UP PENDING
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Jpi,Inc-Andrew 1/21/2021
1/26/2021 Comment: 1)PLEASE PROVIDE PLANS UPDATED TO COMPLY WITH THE CURRENT 2020 FBC.([A]107.2.1)
ZONING REVIEW COMPLETE Angela Vassar 1/13/2021 1/13/2021 1/13/2021
Comment:
2'X2'GALVANIZED AS ER GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS
WITH)3'NUT Y�"THREADED R00 NOTCH OR C0UNTER81NK BOLT
OPTIONAL FOR"HIGH BET' THRU 2"X4"BOTTOM PLATE 112•THREADED ROD 2'X2"GALVANIZED WASHER I BUILDING ANCHORS SHALL BE"MOBILE HOME•TYPE HP-1 SINGLE HELD(EYE
12`X6`(400 LB)CONCRETE OPTIONAL FOR'HIGH SET` WITH)g"NUT AUGER ANCHORS BY HOME PRIDE OF BRISTOL,VA.OR BOUIVALENT,AVERAGE
EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB HOLDING STRENGTH 10 NOT LESS THAN 4,726 LBO.
WITH)4'X2'BOLT&NUT WITH Y['COUPLER THRU 2'u4"P,T.BOTTOM PLATE 12"COUPLER 2, ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
(2)2,2'GALVANIZED WASHERS (BEE TABLE 1 FOR SPACING) 2'X4"BOTTOM PLATE NAILED LOCATE ANCHORS PER TABLE 4A OR 48,
(2,000LB SMEAR CAPACITY) 4'MIN. TO 2'XB"P.T,BABE 3. THREADED R00 WITH EYEBOLTS SMALL BE PLACED THRU THE BOTTOM PUTS
1/2"X72"FORCED EYEBOLT (FLOOR BYOTEM)AND ATTACHED TO ANCHOR.THESE CAN SE EXTENDED WITH
______ 4'MIN. THREAOEO ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
NCRSTE SLAB BY OTHERS - EYES BOLTED TOGETHER W/1UN2" GRADE ELEVATED PORTION$OF SHEDS ON LEVELING BLOCKS,
15`X Y AMOR -����- -���� 00LT 6 NUT WITH 12)2'+2•GALVANIZED
N SIMPBON A•24 THROUGH LOCAL COOEB TYPE I,II,III,OR IV PAD WITH
CONCRETE WEDGE CM CONCRETE BLAB BY OTHERS WAT A NU WITH(2 SHEAR CAPACITY
(BEE TABLE/FOR SPACING) CLIP OR EQUAL AND JURISDICTION THROUGH LOCAL CODED ) BLOCKING AS REQUIRE TABLE 4A
AND JURISDICTION (SEE TABLE 3) 3W 0 C BP I IN WIDE
30'EARTH AUGER ANCHOR [�
BHEO1(yjj�lY1 IN No (SEE TABLE 4 FOR SPACING) Qy�_ �(�Q SHED WIDTH LW` PLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING
elu �Tfo- ANCH RE T CONCRETE TO P1AD3l 1(lN0 1T•8• 7.00 243 O'•0'T03'-0'
114' 8.00 208 00'TO T-D' 10'-0'
101-W 0.00 174 O'-0'TO T•C 10'-0"
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED nq 6'4• 4.00 135 0'a•TO3'•D' 10'a"
I, BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR I. BUILDING IS PLACED IN REQUESTED LOCATION.THE FIRST SECTION OF THE DOUBLE WIDE 19 lil( 8'-0' 3.00 104 D'-0'TO 3'-0' 10'-0"
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC, PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2, ONCE UNIT IB SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2, OLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL,ONCE THE TABLE 4B
BUILDING IB BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED.THE OTHER END OF THE BUILDING I8 LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(BEE TABLE 3), 90°AU !R ANCHOR SPA INS•D USLfi WIDB
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 SHED WIDTH LWUPLIFT(PLR)END ANCHOR••MAX,WTERIOR SPACING-
SUPPORTED TO LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION,THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)P941'
SPACING(BEE TABLE 3), BOLT AND NUT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE 20'•0' 10.00 400 0'-0'TO T4- I..,.3, AFTER THE BUILDING IS LEVEL,MORE BLOCK&ARE ADDED TO ACHIEVE THE CORRECT SPACING LINED UP AND BOLTED SECURE.THE REST OF THE BLOCKING IS THEN COMPLETED.THIS
(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 30"AUGER ANCHOR LOAD WIDTH UPLIFT ON RUNNER
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 45). (4'726 Le) •• LOCATION FROM END WALL OF AUGER ANCHOR
THRU THE 2'X4'BOTTOM PLATE WITH A 12'AUGER BIT.1l2"EYEBOLT OR OPTIONAL 112•THREADED 6. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING 16 INSTALLED PER MFRS ••• MAXIMUM SPACING BETWEEN ANCHORS
ROD(FOR A"HIGH BET")18 SECURED THRU THE HOLE, REMOVED, INSTRUCTIONS.EYELET AT ...
5, ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO B. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO MAXIMUM OF W ABOVE GRADE
FOOTER(GARAGE DOORS FOR EXAMPLE),HEADER DESIGN TRANSFERS THESE LOADS. FOOTER(OARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. NOTED
S. IF THE UNIT HAS A FLOOR,EITHER A HOLE IB DUO FOR THE 30'AUGER ANCHOR AND 1.ANCHOR SPACING IB DESIGNED AS PER ASCE•7
BACKFLLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE CONCRETE 2.ALL MEASUROMENTS ARE CENTER•TOCENTER
1.12.OFF THE RIM JOIST.THE EYEBOLT I&FASTENED THRU THE BOTTOM PLATE AND A SIMPSON enb[II+F[,RunTION 3,THE MINIMUM NUMBER P ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER.
A.24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 12"WEDGE ANCHOR. _-_„� _ _ ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
7. IF THE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 12'X6'WEDGE ANCHOR THRU THE 2'X4'BOTTOM u0[ L Nu _ __ BBTWEBN ANCHORS,
PLATE. rwturut,.Xi? _ wnua.sows 4,ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IB PLACED NEXT TO AN
EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
- J'Fa.•"wNtl�.vm,_A m_ TO THE SIDE AD POBSIBLB.
TABLE 1 TABLE 2 TABLE 3A axBra c1,ax,{^N "' X
HPL Fmm�twxu
N � IN TO CON R TB SKID RUNNER SPACING* F --^ - """ GENERAL NOTES: '�'4-N. ";i
fln[sLn+P"11_c,st[u '•"'L 1.FOUNDATION PLANS ARE NOT PART OF THIS -
BNlDWIDTH UPLIFT(PLR)ANCHOR BPAC'G SHED WIDTH X1 %1 X3 TYPE PAD DIMS MAX LOAD' MATERIAL c eaP.[1cr •" meP.ol PLAN SET AND ARE GOVERNED BY LOCAL ' I
20'-0• 400 3'-0• 13'4" 1'•10I' 1'•101' 1'•10]" 1 2'xe'X16' 4776 LOS [,LLawA6L[xu«6Ln�or xiGP4s ! JURISDICTION, /
W-0' 400 3'-0' 11'•B" 2'4" 5,1 e.si.Mop:Pe[c _ 2.THIS BUILDING IS EXEMPT FROM THE FSC
It 4'XB'X10' 3300 LBS --- ---- -` ^-^ ENERGY CONSERVATION CODE PER SECTION •, ,,,
101022
11'4' 240 T4^ 10'-0" 1'•7" 6.10, IN 18'X1B' 3/60 LOS ASS PLASTIC PADS tHCLa1YRf _ cuaww 3.REFER TO TIBAOWN DETAILS FOR PROPER
10'-0` 200 3'{' IV YXS'%1B' 1SW LBB 'u!LRu^!rnlaSunC Gttr�'Kitn*W w/-o,,P INSTALLATION REQUIREMENTS TO MEET CODE,
Digitally signed by
4P,,,,x L nctoo Julio Orbegoso
6'-0• log 3'4' B'-0' 10" 51' 'BASED ON 2000 POP SOIL BEARING CAPACITY(2000 POP IB TYPICAL) !p+??*�? ' _ Detr 2021.01.21
S-0` 120 3'4^ 'VALUED ARE FROM END OF JOIST TO CENTERS OF(2)4'X4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(518"Xle')MAY BE STACKED fLppq%pPO NOTEC 16:51;55-0S�UO�
ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING.
�LOADPPr
1.HOLLOW 08 SOLID CONCRETE BLOCKS(B'XB'X1B')MAY BE 2.ASS PADS REQUIRED ON IV-8-AND 13'.B'WIDE SHEDS ONLY. viooP wt u0 ._ aM.loti2wr an
STACKED ON PADS FOR HIGH BETS UP T048'WITHOUT "G`PP1,NL of WM1ILf.FLP4,A
REINFORcwo. N �LLs P[P 6a,L CONSULTING ENGINEER
2.ADS PADS REQUIRED ON 11'4'AND 13'-0'WIDE SHEDS ONLY. �----�-----
NW,n,ux[Pnatecnox ue+e[ Po JULIO ORBEGOSO
„nnkexE sxu+iF uwa ro _ FLORIDA
$ TX13LE 3 Lpf`aat'0[ ^� " """` PE LICENSE#38768
SUPPORT FOOTING PA SPACING FOR RUNNER BLOCK NG FOR SINGLE B DOUBLE WIDE SHE08
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
SHED WIDTH TYPE LW'(PLF) END PAD MO.SPACING END PA13 SI RE�FFI1NER I TER R SIDERUNNER SHED STRUCTURE FOR:
OTVPE PAL PAD TYPE DATE: 01-21-2021
131-3' SW/DW 4,15/332 WTO0' B-0' 13381.5 1,0,IN,ORIV 10791.8 I,It.III,ORN SUPERIOR SHEDS
[S tr4• SW/DW BAa480 0"To O• 04" 25N LB I,II,IN,OR IV 255BLD 1,D,IN,OR Iv (AVE.ORANGE
DRAWN: R.L.G.
2323 S.VOLUSIA AV .ORANGE CITY,FL 32763
I0'-0" SW/DW 8.001400 0-TOW W-V 2400 LB 1,11,111,OR IV 2400LB 1,11,IN,OR N
JOB: SS FOUNDATION
SW 4100/320 0"TOS' ew" 2020US 1.11,8I,ORIV 2133LB 1,11,IN,ORIV MODULAR PLANS DESIGN,CO.
SW 3.DG240 0'TO S• 6'41• 1068 L& 1,11,IN OR IV 18091.9 1,11,10,OR N SHEET NO,
'LOAD WIDTH OF UPLIFT ON RUNNER •rw o^ ,oe Al-
NOTES;
1.PAD SPACING IS END TO CENTER PAD MODULAR
2.PADS OTHER THAN END PADS SPACICIN019 CENTER TO CENTER mow.�.,u e
Q 3,USE SAME MAXIMUM SPACING FOR INTERIOR SPACING PLANS DESIGN.CO. ow,e ` � ca,wo Ul ma P'c , ICD
TOP LINE ENGINEERING, LLC
L k_a,„'STP,UCTURAL ENGINEERS
TJanuary 20, 2021
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Superior Sheds
Plan# BUNG-20
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business 8, Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7"' 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.
r fromcomplyingwith all
the builder manufacture f o
Third Party Agency approval in no way alleviates /
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. Ne iry,`II
Business Partner
Top Line Engineering, LLC
BILL.TLEawahoo.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.Authohzation 31'85
Please notw Any questions regarding local permitting should be directed to the Manufacturer.
NOT APPROVED FOR HVHZ The Monuracturer's contact Intomtation can be found In the fills block of the plan'+,.
STRUCTURAL LOAD LIMITATIONS LISTING AGENCY APPROVAL; TOP LINE ENGINEERING, LLC,
WIND LOAD CRITERIA BUILDING CODE FBC, 7TH EDITION (2020)
1. 132 Vs.d/170 Vult WINO SPEED(MPH) RESIDENTIAL CODE FRBC, 7TH EDITION 2020))
2. I RISK CATEGORY 2323 S.VOLUSIA AVENUE ELECTRICAL CODE 2017 NATIONAL ELE TRICAL CODE
3, II BUILDING CATEGORY BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
4. ENCLOSED ENCLOSURE CLASSIFICATION ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC
6. GCPI-0.18 INTERNAL PRESSURE COEFFICIENT 877 439-7433 AGENCY TOP LINE ENGINEERING, LLC
6, C EXPOSURE FACTOR AGENCY PLAN NUMBER BUNG-20
8, 0.85 WIND DIRECTIONALITY FACTOR(Kd) GANERA NOTFQ CONSTRUCTION TYPE V-B
7. 0.88 GUST RESPONSE FACTOR(Gh) 1,FOUNDATION PLANSARENOT PARTOF THISPLANSETAND AREGOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO
S. Pr--93.0 PSF MAIN FRAME STRUCTURE 2.BUILDINGS AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THIS BUILDING IS EXEMPT FROMTHEFECC PERSECTIONS R101.4.2.4,R402A. OCCUPANCY UTILITY
4.REFER TO TIE DOWN DETAILS FORPROPER INSTALLATION REQUIREMENTSTO MEETCODE. ALLOWABLE N OF STORIES 1
9. COMPONENT&CLADDING LOAD B.ALL LUMBER FORCONSTRUCTION WILL BE02SYPEXCEPTASNOTED, WIND VELOCITY 170 MPH, EXPOSURE C
B.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 1:46.63 PSF, ZONE 2;•38.03 PSF,ZONE 3:-86.26 PSF ?.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 6:-46.BB PSF 8.IN ACCORDANCE WITH FBC 1W9.1.2.'STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION ROOF LIVE LOAD 30 PSF
AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE ROOF DEAD LOAD 10 PSF
10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE'. "R" RATING OF FLOOR,WALL,&ROOF N/A
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 16 FEET 9.IN ACCORDANCE WITH FBC 1010.1.1,EXCEPTION(10.)BUILDINGS THAT ARE 400 SQ•FTOR LEGS AND THAT MODULES PER BUILDING 1
IN HEIGHT, ARE INTENDED FORUSE IN CONJUNCTION WITHONE-AND TWO-FAMILY RESIDENCEBARE NOT SUBJECTTO SQUARE FOOTAGE 719 SO/FT MAX.
THE DOOR HEIGHT AND WIDTH REQUIREMENTBOF THIS CODE,STRUCTURES 4008Q-FTOR MORE SHALL HURRICANE PROTECTION USAGE NO
SEISMIC LOAD: N/A HAVE AN 80•MINIMUM DOOR, HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10.IN ACCORDANCE WITH FLORIDA STATUTE683.80(1)0,LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENT ARE NOT SUBJECTTO 553.642(FLORIDA
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD EDITION.TAPPROVALS)BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE2020 FBC 7TH
PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE 11, LATMETAL STRAPS CAN BE SENTAROUND STRUCTURAL MEMBERS OF WALL STUDB,TRU93E8, TOP LINE ENGINEERING, LLC
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. CHORDS,ETC,TO HELP SECURE THESE MEMBERSYROVIDED THATTHEADDED SEND DOES NOT
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH INTERFERE WITHANY OF THE EXISTING BREAKS/BENDS IN THE STRAP.
THE LOCAL FLOOD ZONE REGULATIONS. 12,AS PER FBC SECTION 1628.1 EXCEPTION(F):STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN
HASITATIONAND THAT HAVE A FLOORAREAOF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQUIRED
LIN11N,;lwlll�w.. Ir.
DRAWING INDEX TO COMPLY WITH THE MANDATORYWINDSORNE DEBRIS IMPACTSTANDARDS OFTHISCODE. L +T1lUt`IINt41 rNUIM I'u+
13.COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION, William E.Neary,III
01 COVER SHEET 14.SHEDSLOCATED IN FLOOD HAZARD AREAS MUSTCOMPLYWITH THE LOCAL FLOOD ZONE REGULATIONS.
Al FLOOR PLAN 15.IF A WALL 16 FRAMEDIFOR FUTURE HVAC UNITS THAT SHALL BE APPROVED BY THEAHJ AND SHALL SMP-51,SMI-79,ICC5185040
A2 SIDEWALL FRAMING COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 OakV1eW Pointe Terrace
18,WINDOWSAND DOORS INSTALLED SYTHE CUSTOMER THATSHALL BE APPROVED BY THEAHJ AND Gotha,Florida 34734
A3 FLOOR FRAMING SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING,
A4 ROOF FRAMING 17,HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CONSULTING ENGINEER
AS CROSS SECTIONS JULIO ORBEGOSO
A6 ENDWALL FRAMING FENSE#
A7 SCHEDULES BUNGALOW SHED PE LICENSE#s38789
DESIGN PRESSURES
Dooas: +/20 PSF MODULAR STRUCTURE FOR: DATE: 01 19 2021
WINDOWS: +1-40.10P9F SUPERIOR SHEDS Julio
(877)439.7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 os Orbe;�4Reeo•..,,. 9
JOB: SS20-BU-NONH
MODULAR PLANS DESIGN,CO. 2OZ A1.I
N T APPROVED FOR HVHZ o -0 MODULARSHEET NO,
50 O O -0 03:'
I'LANN 1WHIGN.Co. C 1
o, o
IJC,20-NOT HVI-1 APPROVFF?
A
A5 �
CEILING J-BOX
_ LINE
SOURCE I N L 1 2"X4"SYP#2 STUDS Q
1 1 I 24"O.0 W/SISTER STUDS,
4-0"FROM ENDWALL
LINE 1 I 1
--'Y � t�
L" I LOAD I N II L"
8 _ J _ _ _ J B 7d y A
1 I A8 R��
SINGLE POLE NEUTRAL G.F.I. a _?
SWITCH OUTLET
ELECTRICAL NOTES 6 OPTIONS: 2%411 SYP STUDS
-AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE ®24"0.C,
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B
SECURED AT INTERVALS NOT EXCEEDING BFT.CABLES A5
CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO
LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN.OF
EVERY BOX,CABINET,FITTING,OR OTHER CABLE
TERMINATION,
ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE.
ENCASE IN ALL METAL BOXES. SHED OVERALL LENGTH(MAX.40'-0")
MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"W/6'-0"PORCH OPTION
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
SCALE;Yre^.V-0V-0• SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS
SCALE;NOT TO SCALE
NOTE: CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb JULIO ORBEGOSO
=1200 PSI OR GREATER FLORIDA
2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED PE LICENSE#38769
3.MIN.FLOOR SHEATHING:Y/q"PLYWOOD
4.MIN.WALL S :D4 ALUMINUM SIDING
MODULAR STRUCTURE FOR: DATE: 01-19-2021
NOTE: f SUPERIOR SHEDS D'� be
lio
23"SECTIONS OF 29GA CORRUGATED METAL SIDING (877)439-7433 DRAWN: R.L.G.
T r i INr Lncuv i iuNl;,i is 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 rbegO
FASTENED W/%"#8 HEX WASHER SELF DRILLING T L nuxrruuni rnwNrrll, ( 'SCREWS 4"ON EDGE 8 8"IN FIELD '>? JOB: SS20-BU-NONH
WilliamF.Newy,III MODULAR PLANS DESIGN,CO. ; 02�.0�.SMP-51,SMI-79,ICC 5185040 SHEET NO.
10649 Oakview Pointe TerraceGotha,Florida 34734 9:03:5A1
M c�I)l_11,n K .......TI,Po al�r,��,.,� 5�
U INUt.Nt✓.RO"P 1[:MfJM.fl,l
i'I,AN Ills.`iII;N, CCI. 0AE 0""R°""00°"
3"X!"M ITEK MT20
OR EQUIVALENT
ENDWALL
2'X4"SYP#2 ROOF TRUSSES
0 24"O.C.
SINGLE F "X4"
SYP#2 H D 2"X4"SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
Ir
4"X4"SYP#2 HEADER SEE HEA ER
n7,N,. Inui.�.n. j
2"X4"SYP#2 KI IG UD DETAIL 1�L� 4w7Wtin$,` 11M11N"
Wl1il"m F.Nea,y,111
2"X4`BYP#2 JACK STUD § sMPsL,sMlay,Icc s7.asu4U
11*49 U4WN Pol"le T-1,
2"X4'SYP#2 KING STUD wma,No&347'34
ENDWALL DOOR&WINDOW �
6'-0"WIDE OR LESS 4"X ."HEADER_ DETAIL FLoo KING( ONT.)
aCALE:NTa acALe NTa "X4"SYP#2 STUDS
L L 24"p.C.
2"X4"3YP#2 SOLE PLATE
2"X4"SYP#2 STUDS G 24"O.C. 2"X8"SYP#2 PERIMETER
2"X4"X6O"SYP#2 SISTER STUD L 4"X4"P.T.SKID(CONT.)
ATTACHED WI 10d COMMON SHED LENGTH(MAX.40'-0")
NAILS a 4"O.C.
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
AND FLOOR FRAMING WI SIMPSON 7/e"OSS OR SHEATHING EQUIV.OR BETTER
4e" HS TWIST STRAP wl4.10d NAILS CORRUGATED
M NUM ALUMINUM
Fq0 ON TOP INTO STUD,SECURING 04
�FHOh, SIDING
INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING AMESH ARDIE PANEL OR EQUIV.
tit WI 4.1 Od NAILS(TYPICAL) p�Q SCALE;ore'•ra
JAMES HARDIE HORiZ.SIONG LAP OR EQU IV,
NOTE: 29 GA CORRUGATED STEEL METAL SIDING
SISTER STUD DETAIL (RUN ANY DIRECTION)
WALL FRAMING MEMBERS ARE CONTINUOUS FROM THERMO-PLY BLUE(0.135 THICK)
eca E:Nre FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
EXTERIOR W/VINYL SIDING
�BHEATHING CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
3"X6"MITEK MT20 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS CONSULTING ENGINEER
OR EQUIVALENT SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
1 "X12"OR 18"X4"BETWEEN , THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
q ALL STUDS.VENT IS SECURED FLORIDA
$ T SHEATHING AS PER BUNGALOW SHED PE LICENSE#38769
Z UFACTUREB INSTRUCTIONS
6 MODULAR STRUCTURE FOR: DATE: 01.19-2021
(212'xa"WI1/2"PLYWOOD SUPERIOR SHEDS Julio
STOP SOLE PLATE OR 098 FILLER OR 17)4"x4" (877 439-7433 g DRAWN: R.L.G.
FOR VENTING 2323 S.VOLUSIA AVE?.ORANGE CITY,FL 32783 a'oAeFo,.., Orbe O O
2'X4"SYP#2 STUDS `' °`: JOB: SS20-BU-NONH
C�za'O.C. zx4'svP#2 .H ;2021.01.
KING STUD MODULAR PLANS DESIGN,CO. -` ,
' 1 0 SHEET NO.
09.04.0
OPTIONAL HYDROVEN7 DETAIL SIDEWALL DOOR&WINDOW(TYP) -05'0 A2
SCALE:WE SCALE:NTB M C)i.)l L 11 fZ �„",,�; «>«,:,;,"
p VI,ANiN LINNIGN, C(I, mu on"w unwww.a
SHED OVERALL LENGTH(MAX.40'-0")
SKID RUNNER SPACING"
2"X6"P.T.FLOOR JOISTS
WIDTHS 8'-0" pw 10'-0" 1l'-8" 13'•S" 24"O.C.OPTIONAL 128PSF
A 01•10" 0'•9" 1'•7, 2'-8" V-10.5" ale O.C.TYP W/�"T&G
B 51" 8'8" 8'•10" 8'4" 1'-10.6"
C
*VALUES ARE FROM END OF JOIST TO CENTERS OF 1
(2)4"X4"SKIDS ONLY.13'•8"WIDE SHEDS HAVE(4) 1n V
SKIDS, 2"X4"P.T.8YP#2 b
PULLING BLOCK
b
4"X4"P.T.SKIDS ATTACHED
W/H24 OR EQU IV.SEE TABLE
2 FOR QU NTITY d SPACI G
Ti L IO' I i'NWNIfItING,III
LL � N"11111AI INCINriyt, '
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 j
2"X8"PERIMETER RAIL
10649 Oakvlew Polnte'lerrace
Gotha,Florida 34734
1 FLOOR FRAMING PLAN FLOOR SHEATHING:
SCALE:3/8"•T-0' W,PLYWOOD
%'P.T.PLYWOOD
3/4"T&G
FLOOR SHEATHING 2.1/2•x 1/2" •Y4"P.T.T&G
THRU-BOLT
HIEAVYANGLE 2"xS•COORJOI CONSULTING ENGINEER
P.T.FLOOR JOISTT
JULIO ORBEGOSO
it t TCH FLORIDA
BUNGALOW SHED PE LICENSE#38789
b 4"x4"P.T.SKID NOT
Cq1 MODULAR STRUCTURE FOR: DATE: 01.19-2021
a.trs xtn" SUPERIOR SHEDS Julio
THRU-BOLT (877)439.7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE,ORANGE CITY,FL 32783 gnago''.,, OrbegO
FLOOR JOIST TO SKID CONNECTION '� =-
BCALE:NTB MODULAR PLANS DESIGN,Co. _ "° ` :,=2021.01. JOB: SS20-BU-NONH
O SHEET NO.
09:04:2
M()1)U I,A It -05'0 ' / 3
PkANti III;tiIt;N, II(),
NOTE:INSTALLATION FOR ALL ROOF
SHEATHING OPTIONS AS PER
MANUFACTURER INSTRUCTIONS
SIDEWALL BELOW 04 ALUMINUM ROOFING
2"X4"TRUSSES®24"O.C.
RIDGE E yb
W �
X4"RUNN S
SHED LENGTH(MAX.40'-0")
ROOF FRAMING PLAN CONSULTING ENGINEER
BCALE:915'-11-0° JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE#38769
MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
n ar l,:W'III IN'. uc I 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32783 0 oneea' Orbego
TLE ' Sr2 IllllAl INUINIFR xMq �J'F
O 202 .0 JOB: SS20-BU-NONH
William E.Neary,III MODULAR PLANS DESIGN,CO.
SMP-51,SMI-79,ICC 5185040 Q SHEET NO.
10649 Oakwew Pointe Terrace °j°"^��•' 09:04.3
Gotha,Florida 34734
M U ll u L A lZ -o,".wr.,"o a.�. .,� _05'0
A4
11I,ANS IMNIUN,C(). uuiwn. oaepacuunr µ"'woow
0 BUNG 20`N(.-)T F-IVHZ APPR(,)VFI,
SISTER STUDS FOR 4'-0" SISTER STUDS FOR 4'1
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"SYP#2 COLLAR TIE
2"X4"SYP#2 ROOF
TRUSSES a 24"O.C,
2"X5"MITEK MT20
OR EQUIVALENT VARIES 12"MAX. VARIES
SEE HEAD ul
j 2"X4"SYP#2 STUDS DETAIL
a 24"O.C. I
= 2"X4"SYP#2 BLOCKING
4"X4"P.T.SKID(CONT.) FL00 ECKINO( ONT,) 2-1 SYP#2 STUD
K FLOOR DECKING(CONT.) 2'1 SOLE PLATE ®24"O.C.
2"X4"SOLE PLATE
FLOOR JOISTS 0 16"O,C. 2"X8"PERIMETER TI PERIMETER
SHED WIDTH 4"X4"P.T.SKID(CONT.)
(8'-0",8'1 10'-0",11'-8",13'1 SHED LENGTH(MAX.40'-0")
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
e CROSS SECTION_'A' AND FLOOR FRAMING W/0.039" %e"OSB OR SHEATHING EQUIV.OR BETTER
A5 SCALE:311 V-0• (1MM)x12"STRAP w/4-1Od NAILS CORRUGATED ALUMINUM
ON TOP INTO STUD,SECURING CROSS SECTIONS -D4 ALUMINUM SIDING
INTO RIM JOIST ON BOTTOM SCALE:WE'-V-0• -Ys"OR%"T1-11 SIDING
W/4-1Od NAILS(TYPICAL) A5 -JAMES HARDIE PANEL OR EQUIV.
NOTE: -JAMES HARDIE HORIZ,SONG LAP OR EQUIV,
2"X4"STUDS TO BE Fb a 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
r� NOTE:
g$ WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED PE LICEENSENSE#38789
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS MODULAR STRUCTURE FOR:
DATE: 01-19-2021
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS SUPERIOR SHEDS Julio
THAN 0.040"NOMINAL THICKNESS, I I II-
(877)439-7433 Orbe O DRAWN: R.L.G.
TLEoi' iNr I N61NI cAIM;lit 2323 E.VOLUSIA AVE.ORANGE CITY.FL 32783 �ou�eeo g
tlfuutrniuAllNcmrruc "«
William E.Neary,III MODULAR PLANS DESIGN,CO. , "„" °;=2021,01' JOB: SS20-SU-NONH
SMP-51,SIVII-79,WC 5185040 0 SHEET NO.
10649 Oakvlew Polnte Terrace °o^ ? `09:04:52 /r_
Gotha Florida 34734 I�
I'LANN DhAIGN,Co. Af�uMODULARunonwn" "wea«rowown"a'm°
P LINE LNL rIIJLE RING APPROVAL PLAN /t BUN
2"X5"MITEK MT20
OR EQUIVALENT
2"XS"MITEK MT20
MIN.3:12 OR EQUIVALENT MIN,3:12 2"X4"ROOF TRUSSES MIN.3:12
MAX.g:12 MAX, 2 (� 24"O.C. MAX. 2
"X4"S P#2 S DS (2)2"X4"SYP#2
HEADER 2"X4"SYP#2 STUDS
a 24D.C. Q 24"O.C.
(2)2"X4"SYP#e2
HEADER
2"X4"SYP#2 BLOCKING
2" "SY BLOC ING
1>1 = v— —F—
MAX 10g" 2"X4"SYP#2
2"X4"BOLE ATE SOLE PLATE MAX 36"
111. ��2"Xe'PERIMETER
SHED WIDTH SHED WIDTH SHED WIDTH
(S'-0" 8'-0",10'•0",11'-8",13'-S') (S'-0 -0", ,13'8") (9_0" B,_0",10'-1 I V-8",13'_S")
4"X4"P.T.SKIDS ATTACHED W/ 4"X4"P.T,SKIDS ATTACHED W/
SIMP90N SKIS EQUIVALENT. SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING. SEE TABLE 2 FOR SPACING.
A ENDWALL FRAMING ENDWALL FRAMING ENDWALL FRAMING
A6 eCALE:sre••r.o' A6 SCALE:are••Ta. qg SCALE;are•"ra•
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
r BUNGALOW SHED PE LICENSE#38769
MODULAR STRUCTURE FOR: GATE: 01-19-2021
_ SUPERIOR SHEDS Julio
(877 439-7433 g DRAWN: R.L.O.
r C Wj wr pN.aNrtauN, i. 2323 S.VOLUSIA AV�.ORANGE CITY,FL 32753 C+Seo•,,,, Orbe O O
1 L E ,�•Sut7iruM rNuiNrrn� =: ?°w k 4ro:,
_2021,01, JOB: SS20-BU-NONH
William E.Neary,III MODULAR PLANS DESIGN,CO ;* z
SMP-S1,SMI-79,Ill 1181040 0 SHEET NO.
10fi49 Oakview Pointe Terrace °eoNA�„• 09;05.07 A6
Gotha,Florida 34734
_ M O U l l L.,11 f� ,."".""M.w,..,� �.�.,.,�,,� -05'0
(� 1'I,ANN IIIS�tII�N, C ). wiu""no"n� oaeauoWv�n""rvH�iw'"o'w
IE[111CINETRINC,APPROVAL
SIMPSON STRONG DRIVE a STRAP-30 SCREW SCHDDULE FASTENING SCHECULe
IISO-i,N.1D.1)
LT LL P�TjNfft WTIM A N \T YA T NlCt .k N FMB 0\0 O
Ip l e01Fr' +•[ 1,d' 1.J0 TOe ID1 1•b OOMMp1O IIx 1.7 rOeWJ" 1•RO.Ift WAIL ATV O-0. 7TAGO11 CDN DffOeMr
H12 1 e•eo o.p e a t010' f-Y I{OAL10l BTAU ]•II 0.0e 1TAPLAe AT y+•0.0. IWF\
L q S.."I,.e' 1•I ., x- N1 01 0 OJOI C MMON III 01N')) TOEWL NO l-INC OMMON111.U.I-)
M -9 r1 p•DIx1 x.b COMMON�4111'%O.+il'j f�Y%0.1]I'NA4B FAD NAIL AT ENO\AND AT
6• e•BDWI i COMMON IF TMLt1 ]•0`11 OAU0e RAR[l MON SPLICE
V NF e./al.} 6•0011.Y At ACHe 0
X2I: i• .0' e• 1 f.1'N•fUe N NLE bT0 XJO •b COMM N It %D.1 YACC Wu a. P tee t? +
Nf 1\Gr1 e' +BOh1Y A. T I'P\' eP AT UGH JO T 9.1, M N n'x.111• FaCtl M.COLLAPT MF}tq :Ib COMMON(1'X01,W)NON FACe NAIL
w'PT[R y 9•tb( i1t XA T bLl A F B 1]'X0.1]t'WLb
H WFI e,ptx YUTf TO JdIi OR BIOCNPq ie,Of,tlrt HAYJ AT lTOOOC. TYPICAL VALE HALL JACX AA TO 1.1't10AUCe\'Axeee L
1 1• 1• r1. ]•l.4+OAU011TAPL[[AT11.O.C.
te•11 D 1- -1 11 •J'f{OWO[ITARYe
19 N•o.T tl•1 11. eOLI PUTT TO JOIFC AT ALOC%INO AT 1 1,0OCMMON(]Ili'x 0.1Ae'I ATIYOA,
A.-WALL PANEL I YxO1A1•NA AT IY DA. tMCkp WAIL PAN[l •bOPNMON Ii I?MO.Iq•1
T 1•]'1{OAUOE ATAPLW AT tY OA. 0•Y x0.te1.NA PAOe NAIL
1 1AN i' 1' ' U LATH 1TU0 1Cp DOM N itTx0.1a8} D ,•a't1-00 St�ML6A
MTh1/ 10 1•tlb+1. i•8Dbx1. �.)'%P.111 NA� 0.P NAP en TO hRl Moog EAM 1'% L
•1 Ix •I MJ.Y 1•e 1 1-Y U OAUQII 1TAPLb\ 1•Yx0,111 W8
t p x1.6• 111 +.Y 1.AYUD TO,DLC-FIAYE 1•b OMM rJ I/YM0.Ip1T TOA NA 1•]'160AUOE 7TAFL\a
IDBeC. U T C LUMNP TEN N F.vttRr A /•]'>PO.,Ot It! 1.1[JCOMMONI51?%OIPOj
i•D 1, ]•Y+I OAUU\TAPLlO }J'i1�OW0l BTML[8 FADI NAA
A p oe bF e' <. hTe' A•1b COMMON 11'Il.A 0.1F1I
1�aDyda ).r%D1"A" eNDNAL -JOAT TO SANG JOIST 1•Ib CDMMON et?M0.1L9 rA NNL
Tx 6e U L WAL f e to FLOOP ]•]'MOAUOt PAILee I.1'%oill'NA�A
ITM bAT1 L\TM 1-e Le' - 1x1.' 0 C U.. b1111D'%Clq•AT.'04, WALL 1•]'II OAUO[ATAM1Ce
pMTW, UPLIFT WALL rA0TEN6q R ON FA,TIM 1''N0111 t1AM A�Y00. r 10.L DOlA BTA i•1p,LL'DpMMON(]tlr%p.lgy I NAIL DII OM
11l-0OWNA .1.1N'W 11.' x'110AUDeeTAPLI\ATI-0. ;•i•X0.1 i1'NALe
b'AN HOn 11 -]'II OAUOl bTAPLtle
A.DDuue TOP PUTee 1 (]IIrX.ue�Ar lr rn .Ace IL
A.ONLY N.CbSO ON ALUMWUMWGTNNO WJLLa, j'jj pAYON[[�NL![AT e'D�0 ]+PARTOLI[OMIO(ILBUe ODII,ROOF AND N7•NJO L[l[ 0I011f• )y)
A.HBAOU\OYIND'6PAH. 11 L
COLOR It TOP PLAT93 h1b1 COMMON``i 1lYXD.,M AT IY 04. WGPIICt WAL4INAATMNOIro W)1 ON'tp OAUOe101
11•e'%o�tyl'1RA01 At,Y 04. +IP!'t0]X' WIDI OR W�®1
I]•4-144AUD[[TAPLUATWOA. B.11 1 W 04..ODY�AND INTIRMOCMT\,
STMP 8 FASTENER SCHEDULE' Y 11 auD[IP)
eINOLf"MM IDOMIINATITo 4'40011• •p C.AY COMPON,NTAND
WA F N[ EP Ae N R LA Tf 0 N T T ]•Y CONM�gIJ ly 1?%0.1y1.1 UNOERIAYMtlNT TO 1Wir T0L'PMMWO CIAODWO f00[ainlfxtDMT}
N 1 b 116' �E YOTd PUT[ e•e"XO.pt NAAI II °Ts,1N• �`i�`(d)OR bID) Ini's.TO f,a.I. OF ABCs T)
T�'! � )•i'11 CAU011fAPUIV
1 h8i2 - 1.HIM J0 T TO 10F FLATS 01?X0.AIT AT I'a0, TOfW
YI'ANU Laeb Y1C1
e e11Ee�'- FIA 14x 0.1+'NAILf AT1•�.D, 11e't0I' mCl
H2. pie WE 10p f•14 OAUOt 61APL11 AT 0'OZ. 11 n'TOI IN' (I.-M)
N. IiO.Uby lo.T IUIa\.LAPI AHO WTN[60TK1W y.10,COMMON 1111a'x0.1q'1 FAOt NAK gf*AN[L SIGN (TO PHAMINO)(0) 11Y Oq LA\e pY1
It
t•t•X olt'WLA M' RTNIx+d' e-1arl.p' 111I OAUDf ITA-8 ]. OMO eN N0( ) 111'AND LEU U 1 A TINU I f 0 1, .. 0 j�p N1YNMMV.UO!1. ILNOJO eTI D 1•Ib FOMMOH II?X0.1)1� t )Wy I1TN,Lx111 N0110AU01 lNoo.[DOUANDINTAPPtOMT[0*1 e•0xQ,]t•NAO',1NAAItLJJN)I1 COMMON NAR
1.1 x •1 TY A•V%WUU VAW.[A 1)10'+0411N0.11
•10,tY 16P DST TO TD LA I•b ?X0,11 TOt Omot"Ng(11
LT-11 1 I.0 •1, .e IIII Olprl WfONAP i ]•1b ppOMMON II01?x0.+q'1 MIH. I 11. iEPIOR PA lM '1' 1xJ A9L.100l1 N101NTGNMEDNft
.e' tl•b1 a 119 TAGL12]ti 1D1.1) A•7'X0171'FUIUITS b1MIMo.tTAFLFl1. 11,,INOJ YT P L ]•tY CO NI)1R'x0,1q'1 MIN. C. IL C{{ TTel E 1 ! ,L x I'1.e• T. Y le CTABLEx .I4 ,•i•%0,1a MAU eGT;WwQ6R6 P ee 1 i�cl!IONx n wq yry AM f TO..OM T- +A I•t'NOWUIYAPUBI ox dR . N x 1 1, 'yW�illy'i0t�t" a,l ).
APTWOEAC. U11 COLUMN- N R RAPTRP RN\N I.RA RTOPLATe y•Ax OCAAMON i1?%O.,a,'1 TO L iRRi-D rr qq``b 011.��eIOIII 1�:iI D1yp11n1 0.111 1�N'1. O.t1e'I
P011CN i•D"%0.1]I•IU� I�//AA^0 pNp. Y T�OPP1�0 p,p.0 Y 1 rp1�ppV'pQ ]0f0 AyND PNCCAH[elpNppfry ry�i{OIYINxY,gpyL,p lATp 19YIpNpA
A]] e 1•11.' -IOpr1.Y 1•Y 11 tlAUOe eTAPL[e D.Ue�O A��t a INLMLF ONO'�teR T'81I1'LR NB PT`JH Ni P ON T�EDO�<OTAND I]I�N[IfON CINT[I»t AyN
1.10E Y0.I'0)AGONAL IMO!TO UCH OTUO A t b COMMON 11+?%e.101y 1AC ep l��1�A gplJ l OA V0.I1el5J !!/A
Art110[SC. V tlT Alf tEN[" POOR FAaTENSR 1•Y%D.I]+'NA0.A X.LO IT
RYy/ AyT IIOOfNO NNL/W�LDIW P PAO 1M'LfiNOTX FOR
T1N9'6NU(JTHIHO AND IYI'UNOTN FOP
eTM"lA1f LBTA•tf 1f0 -1 1-+ 3.1-4 GAUD.1TAPLfe I'XXX^5NG T�T Yml ! NNOyayy/ltyyy�lLOyAJ OPI �µry ANpPA L��N H,er 8PP/i 5118THN0
pIAT De n 0 P T Nt" N [A P N A 1 NlA N 0 EA t RNO - DM 1R' 0,, f [ IL L'VVVpA7Hp L T T HOOTTNN MIf Ie T AIAM]DYI[C I 01 TN!'11 UJCI q ATWTpt eLIPFORTI.
NtAOEA ID) TP N Y•IM0�1)1' "RAF
e,' 1 W 1• NpATX T A C MM t1 %O,'• PAC N.10 �f�1�N41ryaLLL\\\i Y 'IiIIT10 YMONN/UANNN �DUIP�E 1001111 W000[ UO ANIL➢
y},1 T.UP COPNeA SUDS bCOMMDN 1l Ul'%0.1 q'I MIN. ]I•OC. OT UUUPPL N lMn a A eD PTN1IWOHYY ON C[NTCn AT 5D0[B.IINONE\AT INMnNydAtt
PP 1.Io.11 A ' d'%01]t•NAI ep IpIpOOpp IppI11JJ LL ��pM}}N1EAT
ffpyApMp�{q pWACU�PLFfpn�r5�A111{ppplApY�{ry�7u ryIp1J
TIC.-NB OA.t.IM' {T] 1.10EE e' ]"II OAU014TAFL1b 1%•OC. O,fAli R��i�A'Lt�T�R�RrAHTA61NppppHC�C�{{i8I�JC¢ EN AT eDY!\u�MGN![AiTINfSNM{UNT[YUA�VgN�B FON AubYl0011 ANO EHtAIMEJO
'.LLL BTRY\CNI\e U\eT"UTlD WRM ANtOUIVALANTAMNO MelTINO OMIA\TgpNDiXY, R,fIl. Y� AlCTO61TNlT T`q'O WIIN�EVW APACPp p1TYAeN YH6M A0110\e ARACMWO MtMbtR.
b,MFTlR Tlfl TO STUD WALL TO 06 AT'VERY CONN.CT ON FOP}I'0 C.A CAV{Y["Y OMER
FOR te'O.C.9U116 R80UMBD OH CORNERA ANC MUDS ADJACENT TO COPNIRA.
D,M9AOER6DED/d 6PMJUM 1 NNVL eNR-ING WALL6.
CONSULTING ENGINEER
ALTERNATE FASTENING SCHEDULE JULIO ORBEGOSO
CONNECTION FAeTIN N�0- FLORIDA
PRODUCT OPTIONS Au]+oa.w000 elAucrulw ANeLOAND PAnllcuwARo Irr ANO UAe rxpoq'bwO aNUJ% ��
P,ODUOTGAT. bULCA400%Y MMIDIADTMAIn MODtt/DEW. eTATeOYrLMFPOVAIY; EU[PLDOP.ROD FAXDWALLIH{ATNINO(TDPPAMNO) 1•FPOM[ooL,coa BUNGALOW SHED PE LICENSE#38789
C JW�1-3
4N SING� JAMSO-Off wirmDM PLP:IIq).t
X \ONO Ammits AN[ YIYRUCCO FIAO-]
o ALIA low A.ANDADALIJM. Vs. FUN.-I MODULAR STRUCTURE FOR: DATE: 01-19-2021
KI eoNb PLY OR. % Pu:• SUPERIOR SHEDS Julio
eDAO AOVANCEDALUM, x RJ:A1111,t ........._..WAW map \bPeDNLUMgn % ru:• I (877 439.7433 DRAWN: R.L.G.
oocn\ !L)1'IIN FNGINlCwrx, I• 2323SA VOLUSIAAV�.ORANGE CITY,FL 32783 oPpep",, Orbego 0,000"e BMNOPA!%T CROfT 300 KO! FU:• TLE owe INOLANUNO CRDFr vwrxlolRgNa ' `_202�,0�• JOB: SS20-BU-NONH
William EA Neary,III MODULAR PLANS DESIGN,CO. N.IFOW[ -SNIAJOT[Lbe" FU:tOgtA1 -*' ♦oWe aweLeNUJb Dnarr YaT,lnu w:llauwl SMP-51,5MI-79,ICC 5185040 } 0 SHEET NO.
, -,�LNNNow\ NW¢al]en cRott NORD.alwf P-TIN 1064G Gotha,
Pointe Terrace 'p;ONALn'A 09:05:2 A7
vn"oowa NMO.KbJA" axon NOR., Deft Fu:iOq) Gotha,Klorida 34734
WINDOYA XORQ.4Gl" CROIT NCIIC. . N:IOMI -05'0____.._.._. M U U LI L A R �ppAADA,..DI„Ix D vM11eiLIMIPM
O ; D.ILOIIDI. ° OOLlIYAWWUAMN1ei�4 i00M,i
o IILANri llhl$11:NI Cl).
,0'11'01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUN, '
GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS
2°X2'GALVANIZED WASHER K•THpEA0E0 ROD NOTCH OR COUNTERSINK BOLT
WITH 10°NUT OPTIONAL FOR'HIOH SET" THRU 2'x4"BOTTOM PLATE 12^THREADED ROD 2'x2'GALVANIZED WASHER L BU0.DING ANCHORS SHALL BE'MOBILE HOME"TYPE HP-1 SINGLE HELIX EVE
112'X0'(400 LB)CONCRETE OPTIONAL FOR*HIGH bar WITH W NUT AUGER ANCHORS BY HOME PRIDE OF BRISTOL,VA,OR EQUIVALENT.AVERAGE
EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB HOLDING STR@NOTH IS NOT LEGS THAN 4,725 USE.
WITH h-,GY BOLT S NUT WITH M'COUPLER THRU 2'X4"P.T.Bp7TOM PLATE 12•COUPLER 2, ANCNORINO SYSTEM
TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
(2)2'X2'GALVANIZED WASHERS (SEE TABLE 1 FOR SPACING) 2'X4'BOTTOM PLATE NAILED LOCATE ANCHORS PER TABLE 4A OR 48,
(2,ODOLE SHEAR CAPACITY) X �4"MIN. TO 2'Xe'P.T.BASE ,, 3, THREADED ROO WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATS
12k12"FORGED EYEBOLT (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
THREADED ROD OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
(100 U) C NCRITE 8LA8 8V OTHERS _____--- _--. � EYSS BOLTED TOGETHER W/V2%2' GRADE ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS,
N tIMPBON A-24 THROUGH LOCAL CODES SOLT&NUT WITH(2)2'X2•GALVANIZED TYPE I,II,III,OR N PAD WITH
CONCRETE WEDGE A CMOR CONCRETE BLAB BY OTHERS
CLIP OR EQUAL AND JURISDICTION WASHERS(2,000LB SHEAR CAPACITY) BLOCKING AS REQUIRE TABLE 4A
(BEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES
AND JURISDICTION (8E!TABLE 3) J° ANCHOR SPACING IN IDS
SW AUGER
�yQ•( 71� (BEE TABLE A FOR SPACING) � SHED WIDTH Lw• UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING-
ANCHOR! TO CONCRET! T
O PAD 0 p{Q tf V' 1100 243 0'-01 TO J'-0` 1G-0'
6.00 200 01HY TO THY 10w
IV.& 5.00 174 01-0'TO Jw• 194Y
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED Bc• 4.00 134 0'-01TGra` 101a
1, BUILDING 18 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 IB 1Tfl r4r 3.00 104 Ow TO Y-0" 104'
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC, PLACED ON THE HIGHEST LOCATION OF GROUND AND 18 LEVELED UP.
2. ONCE UNIT 18 SQUARE AND THE HIGH SPOT OF THE GROUND 18 ESTASLISHEO THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL,ONCE THE TABLE 4B
BUILDIN0IS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED.THE OTHER ENO OF THE BUILDING 18 LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(BEE TABLE f), JO"AUGER ANCHOR ePA MO•DOUBL WIDE
BUILDIN013 ERQUOHT UP TO LEVEL ANO BLOCKED.THEN THE CENTER OF THE BUILDING18f. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE SHED WIDTH LW` PLIFT(PLF)END ANCHOR^MAX.INTERIOR mrlw•
SUPPORTED TO LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)�"X4f"
SPACING(BEE TABLE 3L BOLT AND NUT.THE SECOND SECTION IB THEN LEVELED AND THE OTHER BOLT HOLES ARE 20-0" 10.00 400 1 O-0•TO 3w" I S'-0'
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 10 THEN COMPLETED,THIS
ISel TABLE 3), PROCEDURE 18 REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE, 30'AUGER ANCHOR LOAD WIDTH UPLIFT ON RUNNER
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4, GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). (4,725 LB) •• LOCATION FROM END WALL OF AUGER ANCHOR
THRU THE 2'X4'BOTTOM PLATE WITH A 12"AUGER BIT.12"EYEBOLT OR OPTIONAL 112-THREADED 0, ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING 18 INSTALLED PER MFRS ••• MAXIMUM SPACING BETWEEN ANCHORS
ROD(FOR A"HIGH BET•)IB SECURED THRU THE HOLE. REMOVED. INSTRUCTIONS.EYELET AT ...
0. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATS FOR DOORS AND DOORWAYS WITH NO S. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO A%M IMUM OF W ASGVE GRADE
FOOTER(GARAGE DOORS FOR E%AMPLE),HEADER DESIGN TRANSFERS THEOE LOADS. FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. NOT68
6. IF THE UNIT HAS A FLOOR,EITHER A HOLE IB DUO FOR THE 30"AUGER ANCHOR AND 1.ANCHOR SPACING 18 DESIGNED AS PER ASCE•7
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE CONCRETE 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
1.1/2'OFF THE RIM JOIST,THE EYEBOLT 18 FASTENED THRU THE BOTTOM PLATE AND A SIMPSON B,THE MINIMUM NUMBER F ANCHORS PER SHED I814),(1)ANCHOR PER EACH CORNER.
A•24(OR EQUAL)IS SECURED TO THU CONCRETE WITH A 12"WEDGE ANCHOR. -''"'^ ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 1 Ow"
7. IF THE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 12'XB'WEDOE ANCHOR THRU THE 2NO BOTTOM BETWEEN ANCHOR
FIATS. , r --- ---- _ 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IB PLACED NEXT TO AN
_,._,._....-:.____ -.,T,47R,tRACa"Ylatiervu".•�_.. E%NT8V0 BUILDING:01 WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
o uwNc rroE
_ ._ cnn4laucnaN irn[ v-o '" TO THE SIDC AS POSSIBLE.
TABLE 1 TABLE 2 TABLE 3A xe PRarzeunN ae 4RF�Ap�
ANON 5RING TO CON RE SKID RUNNER SPACING* PAD TYPE
rFE SVacptsSiGx trs*Cu x°x[ 1.FOUNDATION PLANS ARE NOT PART OF THIS ; r1Pe• q
SHED WIDTH $UPLIFT^F)ANCHOR BPAC'0 SHEDWIDTH X1 X2 X3 TYPE PAD DIMS MAXLOAD• MATERIAL rw "' PUN BET AND ARE GOVERNED BY LOCAL20'-0' 3'-0' 13'-0" 1'•10f• 1'-10]" v-10]" I 2"XS'X1a' 1778 LB8 „ _ JURECOICTION,2.THIS BUILDING IS EXEMPT FROM THE FBCB,xc.No SPEWS w-�a.+�o,13'-0' T-0" 11'-0" 2'-0" 8'•4' II 4"XS'X10• 3600 L88 ENERGY CONSERVATION CODE PER BECTK)N
1018 22
11'-B" T-S" M-D, III" 6'•10' III 1e•%16' 3B60LBS ABSPLASTICPAD9 rxttaxraC cxa�wea 3,REFERTOTIE400WNDETAILSFORPROPER Digitally signed by
3'-0' ' ' B" ' " IV a^xe•x1e' 1800 L88 [a,LFRC45uRG agegLxG ./- , INSTALLATION REQUIREMENTS TO MEET CODE.
CEMENT AND SAND MIXaPaa,.wcE„C�6P - Julio Orbegoso
E-0' 3'-0" ew" 10, 61' BABES ON 2000 PBF SOIL BEARING CAPACITY(2000 POP ISTYPICAL) noor oua e Date:2021.01.21
3'-01 NOTES: rM Lk[wno eo.a on uo� 16:51:55-05'00'
VALUES ARE FROM END OF JOIST TO CENTERS OF I2)4"X4" 1.HOLLOW OR SOLID CONCRETE BLOCKS(8'18-Ma•)MAY BE STACKED neonn ouo,aw
H " ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING, v;aan uvt�.aD sm.+ePv-i�en
11 HOLLOW OR SOLID CONCRETE BLOCKS(a"X8'X10")MAY BE 2.ABB PADS REQUIRED ON 1 V-8-AND 13'-0"WIDE SHEDS ONLY.
STACKED ON PADS FOR HIGH BETS UP TO 48'WITHOUT n•n=*'NL.or waLB.rLaan,RWE x/, CONSULTING ENGINEER
REINFORCING. xouu�Es Pee eu,LUNe
2.ADS PADS REQUIRED ON N'-0'AND IT-8- SHEDS ONLY. -
nuARc.Ne PRa1Ec1mN uSnGE xa JULIO ORBEGOSO
uRnk,Ne BNE,71R u, B - FLORIDA
SUPPORT FOOTING PA SPACING FOR RUNNER BLOCKING FOR SINGLE a DOUBLE WIDE SHEDS
PE LICENSE#38769
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE '
SHED WIDTH TYPE LW-PLF) END PAD MAX.SPACING ENO PAD SIOE RI�NNER INTP.21R SIDE RUNNER SHED STRUCTURE FOR:
U, PADiVPE PAD PAD TYPE - DATE: 01-21-2021
saj 13'a• ew/ow 4.161312 O`TO0' e'r 1036Le 1,11,IILORN 18?OLB 1,111111.ORIV SUPERIOR SHEDS
sw/ow a.oOaeO o"TO e• EHr 200 Le 1,ILtu,OR N 256e1.e 1.u,ul,OR N (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 \�\
SW/Ow 0.00900 VTOr V-T 24000E I,1 LIB O,ORIV 240CLO 1. ,B1.ORIV JOB: SS FOUNDATION
a- SW 4.OW20 O'TOW W-01 202SLB 1,11.111.OR IV 2133LB 68,111,ORIV MODULAR PLANS DESIGN,CO.
ew Sw 3,001240 1 0•TO V V-Vr 1658 LB 1,11,111.OR N 1OSSLB 1,11,111,OR N SHEET NO.
'LOAD WIDTH OF UPLIFT ON RUNNER
NOTES.
1.PAD SPACING IS END TO CENTER PAD MODULAR eoxNe 2.PADS OTHER THAN END PADS SPACING
NG 19 CENTER TO CENTER ..Wane Iw
O 3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING PLANS DESIGN,CO, "�R an, CO1'BON0P11eflVI""NCO{°Me
TOP LINE ENGINEERING, LLC
T
1 tE,- STRUCTURAL ENGINEERS
January 20, 2021
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Superior Sheds
Plan# BUNG-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 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,'
I
l�-
William E. Neary, 1
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
"s 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.TLEa yahoo.com
FL Certificate of Authorization 31785
Please not*,Any questions regarding local permlHing should be directed to the Monufarfwr t
NOT APPROVED FOR HVHZ The Manufacturer's contact Information can be found In the tMe block of the plans:
v v V-A
STRUCTURAL LOAD LIMITATIONS LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
WIND LOAD CRITERIA BUILDING CODE FBC, 7TH EDITION (2020)
1. 132 Vood/170 Vuit WIND SPEED(MPH) RESIDENTIAL CODE FRBC, 7TH EDITION 202
2. 1 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 CLASSIFICATION ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC
S. GCPI •0.18 INTERNAL PRESSURE COEFFICIENT 877\439-7433 AGENCY TOP LINE ENGINEERING, LLC
S. C EXPOSUREFACTOR / AGENCY PLAN NUMBER BUNG-20
6. 0.86 WIND DIRECTIONALITY FACTOR(Kd) QLNLRAI NQTLS CONSTRUCTION TYPE V—B
7. 0,85 GUST RESPONSE FACTOR(Gh) 1.FOUNDATION PLANS ARE NOT PART OF THISPLAN SETAND AREGOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO
8, Pr•-93.0 PSF MAIN FRAME STRUCTURE 2.BUILDINGS AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THISBUILDING IS EXEMPT FROMTHE FECC PERSECTIONS R101.4.2.4,R402.1. OCCUPANCY UTILITY
4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEETCODE. ALLOWABLE p OF STORIES 1
B. COMPONENT&CLADDING LOAD 6.ALL LUMBER FOR CONSTRUCTION WILL BE N2 SYPEXCEPT AS NOTED. WIND VELOCITY 170 MPH, EXPOSURE C
8.GUTTERS SHALL BE SITEINSTALLED PERTHE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0
(ROOF)
Pr•ZONE 1:•36.83 PSF, ZONE 2:-35.83 PSF, ZONE 3:-86,26 PSF REQUIREMENTS. FLOOR LIVE LOAD — STANDARD 75 PSF
7.ALL WINDOWSAND DOORSTO MEETTHE MINIMUM SPECIFICATIONSPER THE 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 ACCORDANCE WITH FBC 1609.1.2,"STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION ROOF LIVE LOAD 30 PSF
AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEETORLESS ARE NOT REQUIREDTO COMPLY WITH THE ROOF DEAD LOAD 10 PSF
10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE MANDATORY WINDSORNE DEBRIS IMPACT STANDARDS OFTHISCODE". R- RATING OF FLOOR,WALL,&ROOF N/A
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET B.IN ACCORDANCE WITH FSC 1010.1.1,EXCEPTION(10.)BUILDINGS THATARE400 SO-FTOR LESS AND THAT MODULES PER BUILDING 1
IN HEIGHT. ARE INTENDED FOR USE IN CONJUNCTION WITHONE-ANO TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO SQUARE FOOTAGE 719 SOIFT MAX.
THE DOOR HEIGHT AND WIDTH REQUIREMENTSOF THIS CODE,STRUCTURES 400 SQ-FT OR MORE SHALL HURRICANE PROTECTION USAGE NO
SEISMIC LOAD: N/A HAVE AN80'MINIMUM DOOR, HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10,IN ACCORDANCE WITH FLORIOASTATUTES53.80(1)D,LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENT ARE NOT SUBJECTTO 553,542(FLORIDA
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRODUCTAPPROVALS)BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH
PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE EDITION. TOP LINE ENGINEERING, LLC
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL, 11.FLATMETAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES.
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH CHORDS,ETC.TO HELP SECURE THESE MEMBERS,PROVIDED THAT THE ADDED BEND DOES NOT
THE LOCAL FLOOD ZONE REGULATIONS. INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. —
12.AS PERFBC SECTION 1628.1 EXCEPTION(F):STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN ��� 101'1[NrltVG1NFFpING,LLC
HASITATIONAND THATHAVEA FLOORAREAOF LESSTHAN 720 SQUARE FEETOR LESSARENOT REQUIRED �7ltIN'1hA1 tNUINNG,
DRAWING INDEX TO COMPLY WITH THE MANDATORY WINDBORN E DEBRIS IMPACTSTANDARDS OFTHISCODE.
Cl COVER SHEET 13.COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION, William E.Neary,III
14.SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY W ITH THE LOCAL FLOOD ZONE REGULATIONS,
Al FLOOR PLAN I S.IF A WALL IS FRAMEDFOR FUTURE HVAC UNITSTHAT SHALL BE APPROVED BY THEAHJ AND SHALL SIVIP-51,SMI-79,ICC5185040
A2 SIDEWALL FRAMING COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 OakvleW Pointe Terrace
18.WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BY THE AHJ At
A3 FLOOR FRAMING SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. Gotha,Florida 34734
A4 ROOF FRAMING 17.HVHZCOMPONENTS FORSHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. --- --- - CONSULTING ENGINEER
AS CROSS SECTIONS JULIO ORBEGOSO
7l A6 ENOWALL FRAMING FLORIDA
A7 SCHEDULES BUNGALOW SHED PE LICENSE#38769
DESIGN PRESSURES
MODULAR STRUCTURE FOR:
Goons �--20 PSF DATE: 01-19-2021
wlNoows ao,toPSF SUPERIOR SHEDS JUI10
(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
a , 0 SHEET NO.
NOT APPROVED FOR HVHZ °' µ:,, 09:03:39
O IMANN�1NI IJ�:N,1�� •„ e�. ::�« �a -05�0 C 1
APPRO', 4 BUNG-20""NOT HVHZ APPROVED
AS
CEILING J-BOX
LINE
SOURCE I 2"X4"SYP#2 STUDS 0
N L° I 24"O.0 W/SISTER STUDS.
4-0"FROM ENDWALL
LINE 1 I u{
I I t5
I Z
L" NIIL � iF
— CapZ y
LOAD _ J
A6 °w b A6
3 §
SINGLE POLE NEUTRAL G.F.I. 3 y
SWITCH OUTLET b
i§o
ELECTRICAL NOTES 8 OPTIONS: 2"X4"SYP STUDS
-AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE ®24"O.C.
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B
SECURED AT INTERVALS NOT EXCEEDING BFT.CABLES A5
CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO
LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN.OF
EVERY BOX,CABINET,FITTING,OR OTHER CABLE
TERMINATION.
ALL WIRING SHALL BE 14 GAUGE 34ARE MC CABLE,
ENCASE IN ALL METAL BOXES. SHED OVERALL LENGTH(MAX,40'-0")
MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"W/V-0"PORCH OPTION
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
SCALE;W•Nr SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 8 DOORS AND 10 WINDOWS
SCALE,NOT TO SCALE
NOTE: CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb
=1200 PSI OR GREATER JULIO ORBEGOSO
FLORIDA
2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED PE LICENSE#38769
3.MIN.FLOOR SHEATHING:3'4"PLYWOOD
4,MIN.WALLALUMINUM SIDING DATE: 01-19-2021
B MODULAR STRUCTURE FOR:
NOTE: -- — SUPERIOR SHEDS Julio
23"SECTIONS OF 29GA CORRUGATED METAL SIDING (877)439-7433 DRAWN: R.L.G.
FASTENEDW/%-#8 HEX WASHER SELF DRILLING TLE KING. 23:23S.VOLUSIAAV .ORANGE CITY,FL32783 Orbe O
SCREWS C 4"ON EDGE&8"IN FIELD ' JOB: SS20-BU-NONH
William E.Neary,tll MODULAR PLANS DESIGN,CO. -�; + .2021.01.
SMP-51,SMI-79,ICC 5185040
Q SHEET NO. �
10649 Oakvlew Pointe Terrace ^�W
Gotha,Florida 34734 09:03:5
-05' Al]
MODULAR
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20-NOT HVHZ APPROVED
3'X6'MITEK MT20
OR EQUIVALENT
ENDWALL
2'X4"SYP#2 ROOF TRUSSES
0 24"O.C.
?21'X41'
Al "X4"
2%V SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
rn i
4"X4"SYP#2 HEADER SEE HEA ER
UD TLE""al�Tla.0 rwnvore
DETAIL HIM W Illlam E.Neary,III
2"X4'SYP#2 JACK STUD >
y, SMP31,SMI-79,ICC 5185040
10649 Oakvlew Palnte Terrace
2"X4•SYP#2 KING STUD Gotha,Flarlda 34734
ENDWALL DOOR&WINDOW >
6'-0"WIDE OR LESS 4"X4"HEADER DETAIL
SCALE:NTS SCALE:NTS FL00 DECKING ONT.j "X4"SYP#2 STUDS
0 24'O.C.
2"X4"SYP#2 SOLE PLATE
2"X4"SYP#2 STUDS®24"O.C.
2'X6"SYP#2 PERIMETER
2'X4"X60"SYP#2 SISTER STUD 4"X4"P.T.SKID(CONT.)
ATTACHED W/10d COMMON
NAILS 4"O.C. SHED LENGTH(MAX.40'•0")
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
AND FLOOR FRAMING W/SIMPSON %6"OSB OR SHEATHING EQUIV.OR BETTER
HS TWIST STRAP W/4-10d NAILS CORRUGATED ALUMINUM
ON TOP INTO STUD,SECURING D4 ALUMINUM SIDING
MENp1 SIDING
Kq� INTO RIM JOIST ON BOTTOM @ SIDEWALL FRAMING .OR HARDIE PANEL OR EQUIV.
4- W/4.10d NAILS(TYPICAL) q2 SCALE;3/E••1'-
+� -JAMES HARDIE HORIZ.SONG LAP OR EQUIV.
SISTER STUD DETAIL
NOTE; 29 GA CORRUGATED STEEL METAL SIDING
SCALE:NTS WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
THERMO-PLY BLUE(0,136 THICK)
EXTERIOR FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A W/VINYL SIDING
SHEATHING CONTINUOUS LOAD PATH,WHERE WALL MEMBERS ARE
3 ORYEQUIVALENT t NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS CONSULTING ENGINEER
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
kSHEATHINGASPER
X4"BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
4 VENT IS SECURED FLORIDA
$ BUNGALOW SHED PE LICENSE#38769
IV ES INSTRUCTIONS
MODULAR STRUCTURE FOR: DATE; 01-19-2021
(2)2'X4"W/1/2'PLYWOOD
STOP SOLE PLATE OR OSS FILLER OR(1,Vwl' SUPERIOR SHEDS Julio
FOR VENTING (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 opee"', Orbego O
2'X4"SYP#2 STUDS ,'. � -
2"X4"SYP#2 2021"01 JOB: SS20-BU-NONH
24'O.C. KING STUD MODULAR PLANS DESIGN,CO. `
0 SHEET NO.
;SIGNAL"� 09:04:0
OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) M()1)l 1,A It �^^�"•_�� -05'0 A2
O SCALE:NTS SCALE:NTS =w== ^LO"°" rn.rauoc"un"uw"c"occu
PLAN.',Illi;-ill;�;, C11.
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20***NOT HVHZ APPROVED
SHED OVERALL LENGTH(MAX.40'-0")
SKID RUNNER SPACING*
WIDTHS 8'-0" 8'•0" 10'-0" 1l'-8" 13'-8" 2"XB"P.T.FLOOR JOISTS
24"O.C.OPTIONAL 125PSF
A 0'•10" 0'-9" 1'4" 2.8" V-10.6" I"D.C.TYP W/Y"T&G
B 51" 8'8" 6'-10" 6'-4" V-10.5"
C
"VALUES ARE FROM END OF JOIST TO CENTERS OF
(2)4"X4"SKIDS ONLY,13'-8"WIDE SHEDS HAVE(4)
SKIDS. to V 2"X4"P.T.SYP#2 b
PULLING BLOCK
Z?
4"X4"P.T.SKIDS ATTACHED
W/H24 OR EQUIV.SEE TABLE
2 FOR QUANTITY&SPACING
Tt 1111+I IN''Fi[LN(;INF:t AINU,UC
I J�„ 111 h7Rhl YN�IINI'I'Ilr
Q
William E.Neary,III
SMP-51,SMI-79,ICC 5285040
2"X6"PERIMETER RAIL
10649 Oakvlew Pointe Terrace
Gotha,Florida 34734
FLOOR FRAMING PLAN FLOOR SHEATHING:
SCALE:NO-1'-C' -%"PLYWOOD
%'P.T,PLYWOOD
%"T&G
FLOOR SHEATHING 2.1/2"X 1/2' -Y4"P,T.T&G
THRU-BOLT
SIMPSON HL33
HEAVY ANGLE _ P.T.FLOOR JOIST _ CONSULTING ENGINEER
3 JULIO ORBEGOSO
t 1/2„ FLORIDA
I NOTCH BUNGALOW SHED PE LICENSE#38769
x I 4"X4"P.T.SKID
MODULAR STRUCTURE FOR: DATE: 01-19-2021
4-1/2•X112- SUPERIOR SHEDS Julio
THRU-BOLT (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32783 oASFco Orbego
FLOOR JOIST TO SKID CONNECTION """; o. 2021.01. JOB: SS20-BU-NONH
SCALE:NTS MODULAR PLANS DESIGN CO.
0 SHEET NO.
09:04:2
-0510 ' AV
I'I,ANN Uh:NIGN. (�!> OpF�"°" "•"�°°
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 04 ALUMINUM ROOFING
2"X4"TRUSSES®24"O.C.
RIDGE L 1 NE b
W
X4"RUNN RS
Fo
SHED LENGTH(MAX.40'-0")
ROOF FRAMING PLAN CONSULTING ENGINEER
SCALE:3ro"''-0' JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE#38769
MODULAR STRUCTURE FOR:
DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439.7433 DRAWN: R.L.G.
I L E�s)R�LItN NGINFFRING,UC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32783 o aaaEo Orbego
1 1 101 FNGINFFii
�� «
William E.Neary,III MODULAR PLANS DESIGN.CO.
* '.=2021.01. JOB: SS20-BU-NONH
x SMP-51,SMI-79,ICC 5185040 0 SHEET NO.
10649 Oakvlew Pointe Terrace g Gotha,Florida 34734 09;04:3e ,,",.«,«,,,« A4
O 1'I,ANN I)KNIGN,(10: '«" oa�«oa�. «o:
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20***NOT HVHZ APPROVED
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
MAX.8.12 ENDWALL
24"O.C.
2"X4"SYP#2 COLLAR TIE
2"X4"9YP#2 ROOF
TRUSSES a 24"O.C.
2"X5"MITEK MT20
OR EQUIVALENT VARIES 12"MAX. VARIES
W SEE HEAD a
2"X4"SYP#2 STUDS DETAIL >
Q 24"O.C.
2"X4"SYP#2 BLOCKING
( O
y 4"X4"P,T.SKID(CONY.) FLOO DECKING NT,) 2"X4"9YP#2 STUDS'7-
0 24"O.C.
x FLOOR DECKING(CONT.) 2"X4"SOLE PLATE 2"X4"SOLE PLATE
FLOOR JOISTS a 18"O,C. 2"X8"PERIMETER 2"X6"PERIMETER
29
SHED WIDTH 4"X4"P.T.SKID(CONT.)
8'-0 10'-0",1 V-8',13'-8') SHED LENGTH(MAX.40'-0")
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
e CROSS SECTION'A' AND FLOOR FRAMING W/0.039" /e A5 "O88 OR SHEATHING
SCALE:3ro ra CORRUGATED
^• • 0 MM)x12"STRAP w/4-1 Od NAILS EQUIV.OR BETTER
- UGATED ALUMINUM
ON TOP INTO STUD,SECURING B CROSS SECTIONS' .04 ALUMINUM SIDING
INTO RIM JOIST ON BOTTOM A5 SCALE:31e°"r� -Y"OR%"T1.11 SIDING
W/4-10d NAILS(TYPICAL) -JAMES HARDIE PANEL OR EQUIV,
NOTE: JAMES HARDIE HORIZ,SIDING 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
NOTE: JULIO ORBEGOSO
WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA
FOUNDATION 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
Ni MODULAR STRUCTURE FOR:
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS DATE: 01-19-2021
THAN0.040"NOMINAL THICKNESS. __ SUPERIOR SHEDS .Julio
(877))439-7433 DRAWN: R.L.G.
TLE 1Or jiNr rNr INIEiUNG,LLC E2323 VOLUSIA AVE.ORANGE CITY,FL 32783 p oxaea"-,,, OCbe9 o
Ylllk"rUR I INONNO
William E.Neary,III MODULAR PLANS DESIGN,CO. ¢` JOB: SS20-BU-NONH
SMP-51,SMI-79,ICC 5185040 "�"a 0
SHEET NO.
10649 Oakview Pointe Terrace
M t)I)l 1 I'�\Il ,.a�"".�,M"�,,.,:, "..��M,.,.,o� —05'0 '
A51
I Gotha,Florida
1'L:\N;,III-,!dN,N (A) '"'.' ". ,m oo.em.wc"ua Lv'"A°.'ac«
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20***NOT HVHZ APPROVED
ii
I
2"X5"MITEK MT20
OR EQUIVALENT
2"XS"MITEK MT20
MIN.3:12 OR EQUIVALENT MIN.3;12 2"X4"ROOF TRUSSES MjX.3:12
M�12 M 2 24"O,C. M.8 2
(Z)2"X4"o
"X4"S 24 DC9 HEADER 2"X4"SYP#2 STUDS
24"O.C.
(2)2"X4"SY
HEADER
2"X4"SYP#2 BLOCKING
2" '8Y BLOC [NO
MAX 108" 2"X4"SYP#2
2"X4"��OLE IiATE SOLE PLATE MAX 36"
2"X8"PERIMETER
SHED WIDTH SHED WIDTH SHED WIDTH
(8'-0",8'-0",10'-0",1 V-8',13'-8') (6'-0'.8'-0",10'-0",11'-8 13'-8') (8'-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 a ENDWALL FRAMING e ENDWALL FRAMING
A6 aca.e:are•-ro° qg acue:are.ra• qg acALe,ya•,ra^
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE#38769
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS Julio DATE: 01-19-2021
(877))439-7433 g DRAWN: R.L.G.
TT i:qr IN[ENGINtfRING.ItC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32783 a�eeo'.., Orbe O o
i L�" titni IIRAI INi;itirru� , qo,
William E.Neary,III MODULAR PLANS DESIGN.CO. =,r'
„,,„ 2�2�.0�, JOB: SS20-BU-NONH
SMP-51,SMI-79,ICC S185040 a U SHEET NO.
10649 Oakvlew Pointe Terrace es4" t
Gotha,Florida34734 „oN��""`` 0 5'0 5.�7 ��
- --- MOMII,AR -050
I'I,ANA III:tiII;N, t,tl -11 a.. '° � T°=�
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"-*NOT HVHZ APPROVED
SIMPSON STRONG DRIVE a STRAP•30 SCREW SCHDDULE PASTSNING SCHEDULE
IFSC TAw626N.ID1)
MT CB WAL. T A PAUITPNIIA 0 P T N
Ht 1' B-SWP,1' 1.19wt S' u. [T N ENV,
RAffL AT TOP AND
Ht 1E _ C-BO!O.��tT t01a.' J TO eILI R C¢ A• 0 1 1'1 ]'RI dAUN ATM AT 91'O.C. FM
0t REppN plMpBln
REA 4!4 6•e P+.1' 1-- ,-f 9F1
]Y 11 CAWe AKES
i 1i, 6.9D9.,.0' 5- , INdNp OWI •N IXI1, a1Y L ,•ED6 COMMON 111`%0,,1r1
H. A 6• 0 906+.e' 3-N"GAMati?%D.1]I' ]•r NDIAUGE S PACT µµmeAL.AT lN0/AM AT
1-]'11 OAUOE TAKN ]•2"11 OMlO@ RARIe EACH SKge
NU 1 ,• 9F1 n' e-ro.+a J 119'6USR H RLE4tl T9 fACN.H]aT £-NCOMM N2t, x.I] F @W 6."PLMN N N 1 TV
R a
RAFTER •e 0Pi0^ 1 40[.,l• 1. R THAN 1°tl' P wR i 11CH JOIST 9 N MON fIY PAL COLLAR TI!T RA/nR I•IN COMMON(2'X6.IN'1 WN. FA
-I 1 K ]I• SL A f L ;-]'%O,]t'NAU
N I 4 OP.,.9' SSOL IT.To-T 1LOCNw IN(]tlYxO.t N'AT IY .C. TYPICAL FACE NAME •]^II OAUGI1TAKl6 TOO L
.L .,S' i')t 4AUGIj hUATit O.C. cK A 4:i^%a.,11 NAA XD,t
iLn W.I. 4.r 140.094T 11
L 1 e.a af• 101,11ILAn TOJO1fTATKOCKMAT f•tN00MMM1(]IIVAaIN9 AT Ir O.C,
NAA0ID WALL PANIC. 4•Yx0.101^Nine AT Ir DC OW40 WALL PANEL Q•1N OOMMON 1111A..IN9
1 e. 4•Y 14 GAUGE[TAn%e AT It O,C. f•YXOHY'NAU FAOF NAIL
,• ].r 1.Mae ITAKIS
M 1•I ,. T. T•eD4F1." i. U 4 Na.IE1MpIM61t?%@.IEE'1
•1 nI.B" e•9"I1"16411TWbe L
r!' ,.g04w,b" ]•3.14 RAURI OTAKIS
MRTADe C UMNP ER FAenNR .STUD TOIOLS MAT@ l•N CONM I[IR° O.tY') TOE NCOMMIXi I]t?XO,tq•1
1-]'X 0.fi1 NAILI 2.1
PaOH A9 -@ P1./ 2-BD.11 ]•Y 1I RAWEHAKN 3.3'%0.17r•NALI PALS NAIL
A] - R A' 1.1C9.1.1" ]-]'t4 GYgE 1TAPLEI
Adt 4 TB' 4.50.0t f•1.COMMON II'It I DWI
2•Y%0.18+'FMIS ENDNAL .J01 JORT ]•,N COMMON(]1,Y%0.1401
ITM PUT! PRAT Be W" R ASnN6R I-I"IA OAWI STAKES L9TMI ,-S tE' -SO4w1./" 4•�'MDOAUOI RMLN
MTWD6 ACE 4kk
UPLIT WALL TENER OR FASTEN." V.
1�I,NA IN'TT11AT N'O.C. /
TI!-0OWN1 r14GAUSISTARN ATYO.O P. I V 013MINRAL11?%O.tN') LA JO
AIR W1LE T IN(91T 'A I TY a �.]°14 aw0e-0
A MY NEEDED a ALUMINUM SHEATHING WALLS, ]'%O.t9tN4.LA r0.0. �L� A IIr MONN NIGIaI
1.NUNKII,MR 6'elm, D"11 RNq[e AKG ATr GC. WAL4.M�fAN�p01T0USM1 Mpp11pR1 AND E[LYMe,1D11W'm IIN)
OWN-E TOP PUTI6 E-1NCOM /1i I&X OJM AT Ir GO W1ftXa
12•P'%B.tPI'NAI41 AT Ip aC. tr4e'TO iN' IM DORSef�l
STRAP 6 FASTENER SCHEDULE'no n a'a audurAKN AT w Da. U,00.I14 NAE.1
SINGLE FLwR gOMNNATION SVEPLOOR r11M ov IPI A-so.TcN KM ANDI0NTB,
U AL P T FASTENER LA ASTENF 1 N ]•NCOMNON 1211r K0.1it'1 UNDERLAYM[10M.ii'ip Y4'!FIAMNq �^ pLA00klO lON KIAtr ]
H 1 bU.15' 4!B TOTd RATE P-i'MpWWQ STAPLES II A'
tlF].' Td'„,4 1EII(d10R MID, (REPN TO 14,W0 IOF WE,)
I e-F�F S' F,@•. 12 R J T NCOMMON I31Irx0.1En ATro�c. ir' iM4•ANOUN WC
R>.0 me e•e1 11I1 P't11GAw1S EAATSO.C. IIW TO,IN' OR.Ia MIDI
H. 41 110
I] PUn1,WI PR! ¢OTpIR 9•IN COMMON I]I?xDle2'I FApS NAx
N2A 4 ,�wt 81a,.0, 1.31' AUNKAL/ A 140N ITO/NAMINOII01 11Y OR L/N 0NF1
]]'f1 GAUD.ETAKYI
R-110It) 43
4 t MD f1' OMDSH 1 1 1R'AND LEN NAL(X)46 CO RO
CRIM)MMON NAIL
H 1-PO 1-e[ IL d ]•11000MM 18I KD,lirl 2Mr a ARLS 11 NO li wVU(€
L 4.,DD€te' .I E•PIIQAU',9A 1 P°D.C.€DOFB MUINr%PM6UMIC
lT6•t b 59 •,D 1.Y P•]"tt GAl101 eTAKN (2IvL(F)BRCOMMON NlIL
LT-11 1NAI.B -ID 1,6 I31N'D1]i`I
14 RIM JOISTTOT n 4•N %D: I TOE OAUd61TAK11ry
lie •I +,e• b,N+,, 1.[ Ne, OV[R PR i•INCOMMON]I12'x0.1Pr1 MW. F [ it. -fi PANEL Y1• Aa(RII
M -1i 1S .D 1 lel TOLE 3SM1a41) ;:„`0 'CAUGS e1 B4C EDC¢R MOINT[NM[OIArr
Mi9-le 1.1N1I,0' ,-tdlnf.' A, ��11..ee ,AC[ ry p 0 p((C IIMi�qI. ��RRppµµOTpEAN� c�V'p `C
Mt •1 TI' ,•IN.1.0' t11 T L1P .10.L1) l i•i"N%O.fO]MIMO�MLp1JYX0.1911 MIN. a eUPPo tipW�6RTY I��Pff�H A♦Ro['Q0 NCI,pOp,N�0.4 fOA�ALL6y�p3 MNPFplp TO RE v'AMNADMON�TILLEYOAP�OOAAM[
M 84 h,lpwT!' !-INa1.1' 4•P^11 SUN 1TMle1 ,��H�PL,pIW�LL8801I11eMD II BNANN 19' 01 IE Y 0+1` 0 0,'M I� O OOORRR
1f%1CH PMTNpfBC UKPf fgWMNFA. NFR PAFTFR�.6ENen I21IY% w-) .ccD P����bN 6TIJl�a001ccal Opp11Nry6E�990 TT�pp1�,,110�08a 41��eepp[O[iA�"Orylp�Opgy�CCASgI5NO 16n y.Tyi1{agU9Y 3t9' O f]'pNAOI
Ayt •IWFI" -lM/1.0' 1•P"N WUOC STAKN C.fSFpEA1 A4NUC�9�.lHGTNINO EPACIRNO IHRpLE�L[![NµNCONYB ON CN[GMIRONTnl k00lE AN']�P&I¢60NUCCMHPMAf�""
SYM RAIL PAAII.I. UKIFT WALL-ASTER, POOR FASTENER O,1' 1 TO U ;:M%� NAIL.?X0.1]i'1 P H tOMTTlife,,4111A18.RWA�KIipjOy�EtMplLryl�WfNpIHN110`9ONp�AIYTEPQHOADCAW I,12'LLENGTH FOR 1-11LA�THIROAANNDDyI Y1"LAINOTHFOR
LST A 1110 ,-,N t .!'1101Iq@eTAK1. 1.OR.'(1.OFLWW'I�APORR[41?TAN7vT1(?p IFS At NOTNMAY�p I1101ONWpNpNiCTI NpPiMNC4- UIKEIPG�M6RW6l IM4 p1E�i11Np
FMTADtl K T OF T BR HEADER PA TSN R 11 4X A 1 OMM N /rX0,11• P ,PR2Ne'.''tuuidylIrr0Oppr5 AT< ryGgfNIF NA SB M..q A,iC NCN(@q�6 pNy Nfl�kpp¢ 3IryaC GRA IFwiC�11`DT'.L�PFpq}�
HEADER IDI iP,]0 NM YiY0.191' Ii' !91" TH T A - C MM N] N T P �R�ryyRR 19N THHAIN A�[1{`I�111p�Np8 0'�f�:y pT'ypfy ,f'IAP@MI MWIMIIM REW R�O RpI W000BT11UCN11444 AMIS.
NPIB.II BDSI 1/ 9St 1 .]°FO.,]1 �1 QRP eF6NEATNI AHI"LL gIOV6 MTlHIURxB-_D AT4W-.*ON CAN-A AOG11,1k 111 NT6M.N. @
R O. uRLIR WALL/ R RPAST N. Ie.UTAq CORNM WN 3'N%CTJf'NnI1S12'K61N'IMW. N'OE. NC eGp.�•p@,1,I�}}E000Q� yplyN 45,LQt Mp[ 9BU Sp{Ary�PJp
TIEAOWNI -11'W' 112 !•1Nw 6" - ]'14OwOE 1TAPLIS 11Y'OO. P.B BTF�IN NE ATERM4 N'ACbA00N'6NTEN A OUE u[INCHEM"6NMEONTllU ffls itlN%UbF'LOg110.N08nfA1NNp
N 'MCN011 1 !!.0 t4 SC �uJ
'ALL STRM.CMI!w18"Ett WRITM IOUIVM.INT WHO MdVFAC SAME S-F.THR PFAB'As NUAl B.NOTALLFO Wlflr EVENbHAGWO.FTWl6Ni,IEMAU1014 ATTAC!HNO MRMeHR.
S.RAFTER 1194 TO STUD WALL 70.5 AT RYFRY CONNECTION FOR 24'DO ACM 1YFRY OTHER
FOR II.O.0 eui IS REOUMQD a CMW6R M011UD9 ADJACENT TO CORN¢In.
C.ONLY NEEDED a ALUMINUM A VRIYL SHEAM.No WALL..
O.HIAOIRSOVER4'O'.PM, CONSULTING ENGINEER
ALTERNATE FASTENING SCHEDULE
JULIO ORBEGOSO
PRODUCT OPTIOPIS ALT],.ii:wa [IRUC TAxrlcLeeoMD IS°ANOLIN Fir%a6n•"INa SHANFRAL FLORIDA
EUSftwR,ROOF AND WALL 1HSAlNw ITOFRAMwI YIR 08.tY 0C,
PROWCTut wRMnoar MMwAcnRIR MOD¢rpwo� apnorPLArRlwnr, BUNGALOW SHED PE LICENSE#38769
< 0M1LINALu INDw J SwARDlE wwONM ""Ps"
PANILWAUI OOM JAAR4NMd[ wr1T0000 "t 1=2
PAKI W_- Lew AWANCIDALIJM. 6.,1M PURIM + MODULAR STRUCTURE FOR: DATE: 01-19-2021
Aow KYNM x PLY.' _ SUPERIOR SHEDS Julio -1
IANOLWAIu sow AWANCEOALA. x ru'MmA
qq IMILWAMA nDN. .-LWNM . w• (877)439-7433 g DRAWN: R.L.G.
FXICRADR waR1 4YJNOw 1JO 1AWN nHtt /u.ltw+n T�L^.'[S7J!LINE ENGINEERING,LLc 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DReeo''-., Orb.' O O
FKTCRIa was 1wwMEXT aoR MKIre nr.• I T.- Y'fl[lTi`I IIRAI YNOI NfF0.Y y:Qpp
M,IeoJi. EFIOLSHUW aoR vSRi4L10lR Rrtwu4R 2021.01. JOB: SS20-BU-NONH
PAMPAS s[xuE HUNG cRwr YlAT ILbER Fu 1-741E William E.Neary,III MODULAR PLANS DESIGN,CO. E« R A:
NMWONe '" .I- °"D'* """°"'" 1HRUP9Ai SMP-51,SMI-79,ICC 5185040 ':� e 0 SHEET NO.
WINC0IN IWOLE MVNp CROIT V1RT flgN FU:1M0]AI heA,III'!
MNDOw4 Mq R.1 OIR DRDR aR.R10ER Pu:,,ut 1064G Gotha,
FloridaPointe Terrace RKN 4FDODM °4jou1,E F 09:05:2 A 7
z vnNown Ha[.awR acrr HDRR.amER ru:iN,i GOthd,FlO 34734
WINOOhI NORNE, R aMr NpIR.RIOeR NIPDMI
o IM O"��,LI L At ,° .a,.,M -0510
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN #BUNG-20**'NOT HVHZ APPROVED