HomeMy WebLinkAboutEngineering 2 x2•GAI.VANIZED WASHER GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
WITH J4°NUT X'THREADE�RO NOTCH OR COUNTERSINK BOLT
OPTIONAL FGH SET -THRU 2'x4'BOTTOM PLATE 1/2'THREADED RDD 2'x2'GALVANIZED ER 1. BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE
1/2k5'(40D LB)CONCRETE 0 IONAL FOR*HIGH SET' WITH JS'NUT RECpp�IJJ�RANCHOR3 BY HOME PRIDE OF BRISTOL,V0.OR EQUIVALENT.AVERAGE
EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB _ FIILRJING STRENGTH IS NOT LESS THAN 4.725 LBS. .
WITH Yj'x2'BOLT fl NUT WITH I
PLER THRU 2k4 P.T.BOTTOM PLATE 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
1/2'COUPLER
(2)25R'GALVANIZED WASHERS (SEE TABLE IFOR SPACING) 2'x4'BOTTOM PLATE NAILED PR 2L9CpANCF1oas PER TABLE 4A OR 48.'
(2,000LB SHEAR CAPACITY) 4-MIN. TO 2'x8'P.T.BASE 3, RASED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
4- 1R'x12'FORGED EYEBOLT �• (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
4'MIN. Par RU.^,g TJJRTsAAF@,ffOD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
)S°x 3'(400 LB) •C NCRETE SLAB BY OTHERS EYES OLTED TOGETHER W/112'X2' '•�' GRA GE S.LUci�EllytS(¢7T(SD PORTIONS OF SHEDS ON LEVELING BLOCKS.
SIMPSON A-24 THROUGH LOCAL CODES BOLT fl T WITH(2J2'x2'GALVANIZED TYPE I,II,III,OR N PAD WITH
CONCRETE WEDGE ANCHOR CONCRETE SLAB BY OTHERS Y
CLIP OR EQUAL AND JURISDICTION WASHE (2,000LB SHEAR CAPACITY) BLOCKING A$REQUIRE
(SEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES f TABLE 4A
AND JURISDICTION (SEET�LE 3)' 30'AUGERANCHOR SPACING-BANGLE WIDE
O'EARTH AUGER ANCHOR
SHED WITH SKID SHED WITH'NO FLOOR'OPTION' ( E 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 1T-81 7.00 243 0'-0'TO 3'4Y 10'-0'
111-8' 6.00 208 0'-0'TO T-W 101.0
10'-0' 5.00 174 0'-0'TO T-W 10'-0'
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 100
- 8'-0' 4.00 138 0'-0'TO 31-0'
1. BUILDING 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•TO T-O"
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE
BUILDINGIS 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
BUILDINGIS BROUGHT UP TO LEVEL AND BLOCKED.THEN THE CENTER OF THE BUILDING IS 3. THE NEXT SECTION OF THE SHED IS RACKED INTO PLACE AND UNLOADED PARALLEL WITH TH 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)J-x SHED WIDTH LW* PLIFT(PLF)END ANCHOR"MN(.INTERIOR SPACING
SPACING(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' 10.00 400 0'-0'TO T-WS'4Y
(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTILALL SECTONS 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). 3D'AUGERANCHOR LOAD WIDTH UPLIFT ON RUNNER
THRU THE 2'X4'BOTTOM PLATE WITH A 112'AUGER BIT.1/2'EYEBOLT OR OPTIONAL II2'THREADED 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING I (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
S.
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 1/2'HOLE IS DRILLED INTO THE CONCRETE 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7
1-112'OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 112-WEDGE ANCHOR. CODE INFO 3.THE MINIMUM NUMBER F ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER,
7. IFTHE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 1I275'WEDGEANCHOR THRU THE 2k4'BOTTOM CODEVERSION FBC.7TH EDITION 3:
ADDITIONAL INTERIORANCHORS ARE REQUIRED IF SPACING IS MORE THAN I9-0'
PLATE - (2020),ASCE-7-16 BETWEEN ANCHORS.
MANUFACTURER SUPERIOR S 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-S TO THE SIDE AS POSSIBLE
TABLE 1 TABLE 2 TABLE 3A CODE VERSION NONE
ANCHORING TO CONCRETE SKID RUNNER SPACING' PAD TYPES - - GENERAL NOTES: ""xx
1
FIRE SUPPRESSION SYSTEM NONE c SHED WIDTH UPLIFT(PLF)ANCHOR SPAC'G SHED WIDTH X1 X2 X3 TYPE PAD DIMS MAX LOAD' MATERIAL 1.FOUNDATION PLANS ARE NOT PART OF
OCCUPANCY �STORAGE PLAN SET AND ARE GOVERNED BY LOCAL
/ 1 =
20'-0' 400 T,6" 131-W 1'-10}• 1'-10}• VAD} 1 2'.rX16' 177E L85 ALLOWABLE NO.OF STORIES 1 JURISDICTION.
CEME ANO DMI BASIC WIND SPEED 1BDMPH(VULT) 2.THIS BUILDING IS EXEMPT FROM THE FBC \
1Ta1' 28D T-6" 111-w .7-0' 6'-4' - II 4'x6'XI6' 3500 LBS ENERGY CONSERVATION CODE PER SECTION - \"^'"`p"•"'
.._.
EME T D AND M X EXPOSURE C '•��E,••"
1015.22
11'ai' 240 3'1' 10'-0' 1'-7' 8'-10' - III 181X16' 3950L05 ABS PLASTIC PAl7S ENCLOSURE ENCLOSED 3.REFER STALLA TIE-DOWN TOMEETC Digitally SI ned b
10'-0' 20D 3'-8' IV 8'XB'X76' 1900 LBS INTERNAL PRESSURE COEF. H-0.18 INSTALLATION REQUIREMENTS TO MEET CODE 9• Y �9 Y
CEMENTS IMPORTANCE FACTOR 1.15 Julio Orbegoso
B'-0• ISO 31- 6--0• 10• 51' - BASED ON 2000 PSF SOIL BEARING CAPACITY(2000 PSF IS TYPICAL) ROOF DEAD LOAD 10 PSF Date:2021.02.01
_/��-•ay,•-„_,•.,-
8' NOTES: ROOF WE LOAD 20 PSF OR 300LBS
-0' 120 3'-0'. VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'X4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(B'xB'xl6•)MAY BE STACKED 16:42:51-05�00�
NOTES: ON PADS FOR HIGH SETS UP TO 41P WITHOUT REINFORCING. FLOOR DEAD LOAD B PSF
1.HOLLOW OR SOLID CONCRETE BLOCKS(8'x8'X16')MAY BE 2.ABS PADS REQUIRED ON I V-8'AND.13'-8'WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF/125 PSF FILE
.T O -
STACKED ON PADS FOR HIGH SETS UP TO 48-WITHOUT -R-RATING(WALL,FLOOR,ROOF) WA
REINFORCING. '4' CONSULTING ENGINEER,
2.ABS PADS REQUIRED ON 11'-B'AND 13'-8'WIDE SHEDS ONLY. - MODULES PER BUILDING 1
y HURRICANE PROTECTION USAGE NO m JULIOORBEGOSO
�d HURRICANE SHELTER USAGE NO- FLORIDA
- - TABLE 3 SQUARE FOOTAGE LESS THAN 720 S.F. PE LICENSE#36769
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE fl DOUBLE WIDE SHEDS.
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
a SHED WIDTH TYPE LW(PLF) END PAD MAX SPACING END PAD BIDE RUNNER INTERIOR SIDE RUNNER SHED STRUCTURE FOR: DATE: 01-22-2021
Z PAD TYPE PAD PAD TYPE ,
4 IT-8" SW/DW 4.151332 O'T06' 6'-0' 1936LB I,II,III,OR IV 1879LS I,II,III,OR IV SUPERIOR SHEDS '
SSS 1r-0• SWIDW 8.00/480 0'TO B• 6'-0• 2558 LB I,II,111,OR N 2558LB I,B,III,OR N (877)439-7433 DRAWN: R:L.G.
�$ 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
0 10'-0' SWIDW 5.001400 O'TO6' V-D' 2400.LB 1.11,111,ORIV 2400LB 1,B,III,ORN JOB: SS FOUNDATION
g
p e'er• sw a.Da3zo O'TD6' 6'-0' 2029LB 1,It.III,ORIV 2133LB 1,B.Iu,DRIv d
I�_. _ MODULAR PLANS DESIGN,CO.
SW 3.001246 01TO 6• 6'-0' 1658 LB I,It.III,OR IV 1866LB 1,R,III,OR IV SHEET NO.
'LOAD WIDTH OF UPLIFT ON RUNNER
LFC NGTEB: Al
1.PAD SPACING IS END TO CENTER OF PAD MODULAR
u 2.USESAME MAXHAN IMUM
SPACING
PADS SPAFOR INT IS ERIOR
TER TO CENTER wme,m ovecs:emeeaiaw
0 3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING_ PLANS DESIGN,CO. S°'
C
GENERAL NOTES
STRUCTURAL LOAD LIMITATIONS
-1. Foundation plans are not part of this plan set and are governed by local
jUdsdIC110n. WIND LOAD CRITERIA
2. Buildings are approved.for residential lawn storage only 1. 132 Vasd/170 Vult WIND SPEED(MPH)
3. This building is exempt from the FECC per sections RI01.4.2.4,R402.1. 2• 1 RISK CATEGORY
4. Refer to tie down details for proper installation requirements to meet code. 3. 11 BUILDING CATEGORY
5. All lumber for construction will be#2 SYP except as noted. 4. ENCLOSED ENCLOSURE CLASSIFICATION
p _ S. GCpI=0.18 INTERNAL PRESSURE COEFFICIENT
6. Gutters shall be site installed per the local authority having Jurisdiction and wei" 5. C EXPOSURE FACTOR
permitting requirements. ��1�, 6. 0.85 WIND DIRECTIONALITY FACTOR(Kd)
7. All windows and doors to meet the minimum specifications per the ,` .. 7. 0.85 GUST RESPONSE FACTOR(Gh)
approved B. Pr=-93.0 PSF MAIN FRAME STRUCTURE
plans and the Florida Building Code. OVERTURNING LOAD
8. In accordance with FBC 1609.1.2,"Storage sheds that are not designed for 2323 S.VOLUS IA AVEN U E 9. COMPONENT 8 CLADDING LOAD
human habitation and that have a floor area of 720 square feet or less are , FLORIDA 32763, (ROOF)
not required to Comply with the mandatory windborne debris impact ORANGE CITY Pr=ZONE 1:-35.63 PSF,ZONE 2:-35.63 PSF;ZONE 3:-65.26 PSF
standards of this code". (877)439-7433 (WALL)
9. In accordance with FBC 1010.1.1,exception(10.1 Buildings that are 400 PW=ZONE 4:-39.14 PSF,ZONE 5:-46.89 PSF
sq-ft or less and that are intended for use in conjunction with one-and
two-family residences are not subject to the door height and width LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC. 10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
.requirements of this code.Structures 400 sq-ft or more shall have an 8D" UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
minimum door. BUILDING CODE FBC, 7TH EDITION (2020) IN HEIGHT.
10. In accordance with Florida Statute 553.80(1)d,lawn storage buildings and RESIDENTIAL CODE FRBC, 7TH EDITION (2020) SEISMIC LOAD: N/A
storage sheds bearing the insignia of approval of the department are not ELECTRICAL CODE REST NATIONAL ELECTRICAL CODE FLOOD LOAD:
9 9 9 PP P BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
subject To 553.842(Florida product approvals) but shall meet the design MANUFACTURER SUPERIOR SHEDS, LLC THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
wind load requirements of the 2020 FBC 7th edition. AGENCY TOP LINE ENGINEERING, LLC SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
11. Flat metal straps can be bent around structural members of wall studs, AGENCY PLAN NUMBER BUNG-20-HVHZ PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE
CONSTRUCTION TYPE V-B LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL
trusses,chords,etc.To help secure these members,provided that the FIRE PROTECTION NO SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH
added bend does not interfere with any of the existing breaks/bends in FIRE SUPPRESSION SYSTEM NO THE LOCAL FLOOD ZONE REGULATIONS.
the strap. OCCUPANCY - UTILITY
12. As per FBC section 1626.1 exception(f):storage sheds that are not ALLOWABLE #OF STORIES 1 DRAWING INDEX
designed for human habitation and that have a floor area of less than 720 WIND.VELOCITY 170 MPH, EXPOSURE C
square feet or less are not required to comply with the mandatory FIRE RATING OF EXTERIOR WALLS 0 C1 COVER SHEET
windborne debris impact standards of this code. FLOOR LIVE LOAD - STANDARD 75 PSF Al FLOOR PLANFLOOR LIVE LOAD - OPTIONAL 125 PSF
13. Components/Cladding are In compliance with the 2020 FBC 71h Edition. FLOOR DEAD LOAD 10 PSF A2 SIDEWALL FRAMING
14. Sheds located in flood hazard areas must comply with the local.flood zone ROOF LIVE LOAD 30 PSF A3 FLOOR FRAMING
regulations. ROOF DEAD LOAD 10 PSF A4 ROOF FRAMING
15. If a wall is framed for future HVAC units that shall be approved by the AHJ O RATING OF BUILDIFLOORNG
WALL,&ROOF 1 A5 CROSS SECTIONS
and shall comply with local requirements for permitting. MODULES PER BUILDING 1
PY q P 9• SQUARE FOOTAGE 719 SQ/FT. MAX. A6 ENDWALL FRAMING
16. 'Windows and doors installed by the customer that shall be approved by HURRICANE PROTECTION USAGE NO A7 SCHEDULES
the AHJ and shall comply with local requirements for permitting. HURRICANE'SHELTER,USAGE NO
17. HVHZ components for sheds require that installation per manufacturer's HVHZ APPROVED YES
instructions.
TOP LINE ENGINEERING, LLC CONSULTING ENGINEER
D,.L'TOP LINE ENGINEERING LLC
LINE ENGINEERING uEERING JULIO ORBEGOSO
FLORIDA
° William E.Neary,III BUNGALOW SHED-HVHZ PE LICENSE#38769
SMP-51,SMI-79,]CC 5185040 DESIGN PRESSURES
0 10649 Oakview Pointe Terrace DOORS(by EAGAN) ./-zo PSF MODULAR STRUCTURE FOR:
Gotha,Florida34734 WINDOWS(by CROM H-40.10PSF SUPERIOR SHEDS DATE: 02-05-2021
DIP INFO PROVIDED BY MANUFACTURER (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
Digitally
$ •"Please note:Any questions regarding local permttng should be directed to the Manufacturer. °e`, sl ned b Julio ,�(( JOB: SS20-BU-HVHZ
The Manufacturer's contact information can be found in the titre block of the plans:, ';fig. y�°E`:Orbegoso - f MODULAR PLANS DESIGN,CO.
Date:
-' SHEET NO.
APPROVED . FOR HVHZ 2D2,.D2.D9
.. :
a r
o %oS�oNU?-V- 15:09:36 .
° -os'oo, MODULAR � =•a••w•�•
' PLANS DESIGN,CO. �
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
• A5 �
CEILING J-BOX
LINE
-- - ————————
SOURCE I 2"X4"SYP#2 STUDS @
2. O.0 W/SISTER STUDS.
r 4-0"FROM ENDWALL
LINE
I Zm
I \ zo '
of
L� I� N t I L �'❑o o R
L._. LOAD_._, Lu
) �I A6 0--
_�
p❑
SINGLE POLE NEUTRAL 15 AMP G.F.I. ❑ 3 'n Qm
SWITCH OUTLET
ELECTRICAL NOTES&OPTIONS: f 2"X4"SYP STUDS
AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE I-—— @ 24"O.C.
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B
SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES 45
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'-O"x 20'-0"
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
SCALE--ye°=r-0" SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM of 5 DOORS AND 10 WINDOWS
SCALE:NOT TO SCALE '
TOP LINE ENGINEERING.L-
RUCIURAL ENGINEERS
NOTE: William E.Neary,III CONSULTING ENGINEER
' 1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb SMP-51,SMI-79,ICC 5185040 JULIO ORBEGOSO
=1200 PSI OR GREATER 10649 Oakview Pointe Terrace FLORIDA
2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL Gotha,Florida 34734 BUNGALOW SHED-HVHZ PE LICENSE#38769
3.MIN.FLOOR SHEATHING:%"PLYWOOD
4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING
y \`IIII�1111�/' Digitally signed MODULAR STRUCTURE FOR: DATE: 02-05-2021
NOTE: ;`�\o oReFco.,,� SUPERIOR SHEDS
23"SECTIONS OF 29GA CORRUGATED METAL SIDING J� JCENSF'•,s '� by J u I io (877)439-7433 DRAWN: R.L.G.
FASTENED W/%"#8 HEX HEAD w/WASHER SELF , 'S• O 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
No.38769 :Orbe OSO
`E TAPPING SCREWS @ 6°ON EDGE&12"IN FIELD. g e` MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ
�o: ;mow;Date:. SHEET NO.
STATE OF
;�F '•�CORIOP.•''G\�,� 2021.02.09
g NAL��?`� 15:10:26-05'00' MODULAR 'm
PLANS DESIGN,CO. m`° m '—m
Al-j
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20.**HVHZ APPROVED
3'X6"MITEK MT20
OR EQUIVALENT
ENDWALL
2"X4"SYP#2 ROOF TRUSSES SIMPSON LTS12 @ ALL TRUSS
@ 24"O.C. TO HEADER CONNECTIONS.
USE MIN(5)10d NAIL INTO
SINGLE F •X4^ TRUSS&(5)10d NAILS INTO
SYP#2 H D HEADER.
2°X4°SYP#2 BOTTOM LA
'-VARIES 12"MAX. VARIES
2"X4'SYP#2 KI G UD 4•X4'SYP#2 HEADER SEE HEA ER W
DETAIL
2•X4'SYP#2 JACK STUD
4
2•X4•SYP#2 KING STUD w ��, 14 '�S�YdC,kr«
It WIIOam E.Neary,III
ENDWALL DOOR&WINDOW > SMP-51,SMI-79,ICC 5185040
6'-0"WIDE OR LESS 4"X4"HEADER DETAIL 1064�°h"',;;,d;U 34 ate
SCALE NTS SCALE:NTS FLOOR DECKING CONT.) P"X4"SYP#2 STUDS
@ 24"O.C.
2"X4"SYP#2 SOLE PLATE
2"X4"SYP#2 STUDS @ 24"O.C. All-
2"X6"SYP#2 PERIMETER
2'X4'X60'SYP#2 SISTER STUD L 4"X4"P.T.SKID(CONT.)
- ATTACHED W/10d COMMON
NAILS @ 4.O.C. HED LENGTH(MAX.40'-0")
Digitally signed
id WALL-SHEATHING OPTIONS:
°o oagq��"' ALL STUDS SECURED TO SOLE PLATE
'��?• a•9ro:;by Julio AND FLOOR FRAMING W/SIMPSON %e'OSB OR SHEATHING EQUIV.OR BETTER
.-Orbegoso a° LT516 STRAP w/5-10d NAILS CORRUGATED ALUMINUM
- * Date: a FRp ON TOP•INTO STUD,SECURING• D4 ALUMINUM SIDING
'��S•."aw".'=�`0�'2021.02.09 MFNpk INTO RIM JOIST ON BOTTOM e SIDEWALLFRAMING Y'ORS/"T7-11SIDING
'°JS�ONAI E`d q<< W/5-10d NAILS(TYPICAL) A? SCALE:ya•.r-0• -JAMES HARDIE PANEL OR EQUIV.
15:10:50-OS'00' JAMES HARDIE HORIZ.SONG LAP OR EQUIV.
NOTE: 29 GA CORRUGATED STEEL METAL SIDING
SISTER STUD DETAIL
j WALL FRAMING MEMBERS ARE CONTINUOUS FROM. (RUN ANY DIRECTION)
SCALE:NTS THERMO-PLY BLUE 0.135 THICK
OR FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A ( )
W/VINYL SIDING
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
3OR MITEK MT20 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS CONSULTING ENGINEER
OR EQUIVALENT SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
1 OR 16•X4'BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
TUDS.VENT IS SECURED FLORIDA
T THING PEINSTRucTlor4s BUNGALOW SHED-HVHZ PE LICENSE#36769
IV o / MODULAR STRUCTURE FOR:
(z)2'X4'W/1/2°PLYWOOD DATE: 02-05-2021
T P OR OSB FILLER OR 4"x4" SUPERIOR SHEDS
R.L.G.
0 E (877)439-7433
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
TU KING STUDz �_s I/\ _ MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ
SHEET NO.
OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) MODULAR , jo. A2oj
SCALE:NTS SCALE:NTS
@ PLANS DESIGN, CO. "" °"'"m" "°
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20""'HVHZ APPROVED
SHED OVERALL LENGTH(MAX..40'-0")
SKID RUNNER SPACING*
2"X6"P.T.FLOOR JOISTS @
WIDTHS 6'-0" 8'-0" 10'-O" 11'-B" 13'-8"
24"O.C.OPTIONAL 125PSF
A 0'-10" 0'-9" T-7" 2'-8" V-10.5" @ 16"O.C.TYP W/%a"T&G
B 51" 6'-6" 6'-10" 6'-4" V-10.5" °P
C
*VALUES ARE FROM END OF JOIST TO CENTERS OF W
(2)4"X4"SKIDS ONLY.13'-8"WIDE SHEDS HAVE(4)
SKIDS. 2"X4"P.T.SYP#2 o
PULLING BLOCK _'
-9
m
4"X4"P.T.SKIDS ATTACHED i4O
W/H24 OR EQUIV.SEE TABLE
OP LINE ENGINEERING,LLC 2 FOR QUANTITY&SPACING
STRUCTURAL ENGINEERS
William E.Neary,III
SMP-51,SMI-79,]CC 5185040
10649 Oakview Pointe Terrace
Gotha,Florida 34734 2"X6"PERIMETER RAIL
FLOOR FRAMING PLAN FLOOR SHEATHING:
SCALE:3/8-V-0• -e"PLYWOOD
4"P.T.PLYWOOD
FLOOR SHEATHING 2-1/2"X 1/2" -V4"T&G
THRU-BOLT 4, Digitally Signed -Y4"P.T.T&G
p\o ORBFG
V VOEN... ?6 byJL,lla
011
SIMPSON HL33 = N..38788 _Orbeg O50
HEAVY ANGLE 2"x6"CONTINUOUS ='k .,t •;*_
P.T.'FLOOR JOIST _ =-O:. Date: CONSULTING ENGINEER
' "sPO�•., STATE OF tu-c JULIO'ORBEGOSO
' �i�(CS'•. ORIDP;G\� 2021.02.09 FLORIDA
1 112" 'A 61 . ..EN.�`•
NOTCH „ ill„ BUNGALOW SHED-HVHZ PE LICENSE#38769
u I I 4"X4"P.T.SKID I '
15:11:10—05 00
1
MODULAR STRUCTURE FOR: DATE: 02-05-2021
4-1/2'X1/2e SUPERIOR SHEDS
THRU-BOLT (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL32763
FLOOR-JOIST TO SKID CONNECTION }
SCALE NTS I`I MODULAR PLANS.DESIGN,CO. JOB: SS20-BU-HVHZ
SHEET NO. '
s
o MODULAR A3
PLANS DESIGN, CO. °°F®"°°°^" °°°w
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
NOTE:INSTALLATION FOR ALL ROOF
SHEATHING OPTIONS AS PER
MANUFACTURER INSTRUCTIONS
SIDEWALL BELOW D4 ALUMINUM ROOFING'
0 fr 0
C
PI
Cn
2"X4"TRUSSES @ 24"O.C. In
10
F ❑
RIDGEI ME W0q
o
❑ ❑w W U)
m
4"RUNN IRS o
m
w w
a (L
0 0
J J
N U)
SHED LENGTH(MAX.40.-0')
ROOF FRAMING PLAN CONSULTING ENGINEER
t ' SCALE:318-1W
� JULIO ORBEGOSO
FLORIDA
8 BUNGALOW SHED-HVHZ PE LICENSE#38769
OP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
William E.Neary,III �.� ORBE �%, MODULAR STRUCTURE FOR DATE: 02-05-2021
,..��o..••••••...co ,, Digitally signed SUPERIOR SHEDS
SMP-51,SNII-79,ICC 5185040 J:• �ICENSF'•,S 1
�4 10649 Oakview Pointe Terrace O (877).ORANGE
33 DRAWN: R.L.G.
No.38769 " by Julio U I I O 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
ii Gotha,.Florida 34734 OrbegO$O ,%(.��`, _ MODULAR PLANS DESIGN,CO.
_ JOB: SS20-BU-HVHZ
t/-
STATEOF- ��� -Date:2021.02._09 SHEET No.
s'ZONAL��G`\` 15:11:26-05'00' ' MODULAR A4j
U
���rrnnlll�I\
O PLANS DESIGN,CO. ""' •� �m
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#'BUNG-HVHZ-20***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 @ 24"O.C. ENDWALL
l�
SIMPSON LTS12 @ ALL TRUSS
2'X4"SYP#2 COLLAR TIE TO HEADER CONNECTIONS.
2"X4"SYP#2 ROOF USE MIN(5)10d NAIL INTO
TRUSSES @ 24"O.C. TRUSS&(5)10d NAILS INTO
2°X5"MITEK MT20 HEADER.
OR EQUIVALENT VARIES 12"MAX. VARIES
SEE HEAD w
2°X4"SYP#2 STUDS DETAIL
@ 24"O.C. >
2"X4"SYP#2 BLOCKING ww
4"X4"P.T.SKID(CONT.) FLOOR DECKING ONT.) 2"X4"SYP#2 STUDS
@ 24"O.C.
FLOOR DECKING(CONT.) 2"X4"SOLE PLATE 2"X4"SOLE PLATE
FLOOR JOISTS @ 16"O.C. 2"X6"PERIMETER 2"X6"PERIMETER
In IN
SHED WIDTH 4"X4"P.T.SKID(CONT.) ''J `s0'':
a.a,se
(6'-0",8'-0",10'-0",11'-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/SIMPSON %s"OSB OR SHEATHING EQUIV.OR BETTER
A5 SCALE:318-N• LSTAI2STRAPw/5-10dNAILS—/ -CORRUGATED ALUMINUM Diglta�ly signed by
ON TOP INTO STUD,SECURING DA5SCALr;3f8'-1'-W
CROSS SECTION'B' -D4 ALUMINUM SIDING Julio Orbe oso
INTO RIM JOIST ON BOTTOM gW/5-10d NAILS(TYPICAL) R OR%"T1 OR EQUIV.
ING
-JAMES HARDIE PANEL OR EQUIV. Date:2021.02.09
NOTE: JAMES HARDIE HORIZ.SONG LAP OR EQUIV. S:1 :SO-OS�OO�
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
> NOTE: W/VINYL SIDING JULIO ORBEGOSO
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FLORIDA
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED-HVHZ PE LICENSE#38769
CONTINUOUS LOAD PATH.WHERE.WALL MEMBERS ARE
w NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS t TOP LINE ENGINEENN.LLC
° SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS srauer.W1 ENMW MODULAR STRUCTURE FOR:
THAN 0.040"NOMINAL THICKNESS. SUPERIOR SHEDS DATE: 02-05-2021
William E.Neary,III (877)439-7433
SMP-51,SMI-79,ICC 5185040 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G.
10649 Oakview Pointe Terrace ; JOB: SS20-BU-HVHZ
Gotha,Florida 34734 MODULAR PLANS DESIGN,CO.
r'I - SHEET NO.
p
0
o MODULAR ��* .� 5
PLANS DESIGN,COL "m
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
2"X5"MITEK MT20
2"X5"MITEK MT20 OR EQUIVALENT
MIN.3:12 SOR EQUIVALENT MIN.3:12 2"X4"ROOF TRUSSES MIN.3:12
MAX.8:12 MAX.8:12 MAX.8:12
@ 24"O.C.
"X4"S P#2 S DS (2)2"X4"SYP#2
@ 24'D.C. HEADER 2"X4"SYP#2 STUDS
@ 24"O.C.
(2)2"X4"SYP#2
HEADER
2"X4"SYP#2 BLOCKING
2" "SYPAZ BL6C1 I ING w
w
MAX 108" 2"X4"SYP#2
2"X4 0LE F I ATE SOLE PLATE MAX 36"
�.4rZX6"PERIME7ER
SHED WIDTH SHED WIDTH SHED WIDTH
(6'-0',8'-0",10'-0",11'-8",I T-8")
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 a ENDWALL FRAMING
A6 SCALE3r5•"r-0• A6 SCALE:3r8•°r-0• A6 SCALE.3ie•,r•0'
> ToruNeeNcwE>RrNc.t1c CONSULTING ENGINEER
STRUcrunALENEPN JULIOORBEGOSO
Digitally FLORIDA
8 William E.Neary,III ii�rr BUNGALOW'SHED-HVHZ PE LICENSE#38769
SMP-51,SMI-79,ICC 5185040 ��i,
10649 Oakview Pointe Terrace `.���0...... ,Q',�, signed by Julio
m J,. ��cENSF S MODULAR STRUCTURE FOR DATE: 02-05-2021
Gotha,Florida34734 Q Orbegoso SUPERIOR SHEDS
N0.38769 (877)439-7433 DRAWN: R.L.G.
Date: 2323 S.VOLUSIA AVE.ORANGE CITY;FL 32763
$ JOB: SS20-BU-HVHZ
�Q�•. STATE OF :'((/�� 2021.02.09 '`+r\ MODULAR PLANS DESIGN,CO.
' •'•.FO .... 'G\? SHEET NO.
�"'SS/ONAL�?��' 15:12:06
' nnnr�
0 05'00' MODULAR �„ """ �E,m � ,��;�; A6*
PLANS DESIGN,CO. " ®°°""""""�'°°
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
• SIMPSON STRONG DRIVE 8 STRAP-SD SCREW SCHEEULE 'FASTENING SCHEDULE
_ 'MCTADLE2T01.141)
ARTYOE9C. FASTENER EIt FASTENER TE6ER P NH7IA 115 8-SDa6 181.S - CONNECTION '
D 2l BULry GWOFAADBEAM9 2 M »0. NR�X0. 1-
HZ Tm ] STAGGERED OOPPo9ITE
1m a-BDS+,.S S - 2-bOS ]•]'11WE 8�L�AuF
BRNOINO TO- 2_m COMMON 1121?X0.1)1 MEMIl FACH END 2.2m COYYON(1'X0.1BT1
M25 5-809+f.S S-BOMB 2-14D UGEST1TE0.f]I3 %0.1]1'HARB FACE NALAT EN09ANDAT
_ - WUOE 9TARE8 ]•]•IIWUCESTAPIE3 EACH 6PUCE
H2A 495 T_BO9+fb` S•6D9xt.S &1W SUBROOR OR LESS M EACH MIST 2-m COMMON 2tN'%0.191 25.TRANA6 SITU'%0.1
H] ..CO." _ 1.WMNTHANIWSUBFLOORMEACHJ019T I•FIF.MON2 IN'XO.111•. ACENAIL 2S.COLLARTETOWFTEH :_I-Ce-ON R'%41N71G1. FACE MALL
W 2a0 1.8DB+IS 1-SOB+IS STSUBFUODR JOISTORGWDER 2-1IIm C0YNON11SSII ft<%0.1 BlfNO AND FACENAL •S,0.1]t'NAO.S
MS Il] 1.608+1.6' 1-SOWI.S' 460LE PLATE TOJOSTOfl BLOOONO ]mit O.Il1 NAI.6AT COC.O.G nPIGLFACe NNL 1' WU6E 6T%PLf9
LT&1T SBS 8-608]1b' S•60h1.S 27.JACRMFTERTOHIP )-1m COMMON IJ•X0.a07 TOE NVL
i0le B•BDa1.6' ]'a WVOE 6TAPlE9AT1TO.G 1•Y%0.f]I WS9 ,
LTS19 2]3 e•BDBatb' SD4,tb' 90LEPIATEM-STATBLDCJIWOAT :•Sm CANNON GIN'%6t]Sry AT-C. 1-Y110AUOESTAPIF9
BRACEDWALLPANEI %0.1]I'NABSAT Ir4C BMCED WALLPANEL 2•tm LOYNON 1?X0.,821 - 1
L 2 1215 S-9DB- e•SDBAIS -II-.ES ATta'O.C. ( ]-YX0.1m•NMlR.S
MTB-12 695 T-6D9n1.5• T•609+1.6' FACE NNI
NT6-18 10)a T-BDBaI.S 7-601M,.0` T.TOP PLATEtO6TU0 2•tm COMMDN(]11T%O.tm7 ENDNML ]•]'11 WUOE 6TARE8
It!! 6 )-SD8+13' ]-i'%O.Ia•NAO. 24 ROCFRAFfER TO]�BY RIDGE BEAN ]-1m CONY0N 1]1N•X 'Sn TOE WUL YT6-1B T-60B+1b• ]-]'11 WUGE STAPLES ]•rx E..=
]-J'M GAUGESTAPIEB
PMTWFSG URIfT COLUMN FASTENER RAFTER FASIENFA a.6N0 TO SOlEPUTE WL �.1XQ VIX0.1]17 TOENALL 2•Im CGMtlONRI?XO.teTf
A21 2-6DB+1S` 2.6DB]1.5• �•�'%41]1TWL8
PoRCN. -'IOAUGE STARER ]-Y%0.1]1'W1YL.
] 1-SOYtb' I-BM- FACENALL
A2
1.60Ba1.5' 1-6Wi1S 2-Im COMMON I]1?%0.18T)- ]-]'t1 OAVGE9TARE8
]•]'%41]t'NAlB ENO_ 20.J019TTD BANDAI9T FADE MALL
ARTWOESC. VNFT WALL FASTENER FLOOR FASTENER J-i'11 WUGE STAPLF3 f•ImCOMY0NR 11TX41]Sry
BTY PLATE P 1•Y aOWUGE TARES
LSTMe 195 )-FSTEN )-s09+1.5 9.000BLESrvOS 1m9.1N`%O.Iu9 ATOP O.c. FACE NAIL -
PARTtuOEbC. URIR AS FLCOR FASTENER O 1
TE,DMN9 20W I.1N'WIOE IIJe T•600+Ib' YX 1ESTA EBAT m.-.R8TRIP ]•1m COMMON I],N'X0.1821 FACENMAT EACH JOINT
MW ANCNOR T 11 GAUGE BTARf9Me'OA. 1•Y%O.1J1•NAILS
1]00 I.....-PLATES lm1]VT%0.1]v�AT1YO.G TYGIGLFACENALL 1•Y lI WV0E9TARE8 -
AONLVHEEDFDONFINNINUMSHFAl10HOWA1L4 YXb,t)1 NA4.9 ATSO.G 1, OOO BTRUCTUiaL PN1H8AN0
B.NM0F1L90VEit8'6PMJ. Y IIWUGESTARESAT9.O.C. ]PARTOEBOARO(B11 S`W-Lff Rfl00FAND -AND-1 mIC�01
WALL 9HEATHNO(1'O FPAJAIN0) T11eB I]'NMLINI -
DOUBLE TOP RATES S-IN C0 CN(3¢X MI351 AT IC O C. ,AP 9PLDE Y1'+p GV1GE(0
t]-]'X0.13t•NARSATIr= 1801'lOL1' Sqw ORm�7
STRAP B FASTENER SCHEDULE- 12-Y 14 CADGE STAPLESAT I— 2Ye nr
T.BLDC%wOeETWEENMSTEMMETERS ]•mCOLeNOHR 1?X0.1]I'j TOENAR SNGLE ROORICOMBwATON SUBFLOOq- TIS WUD,IPI a OC EDGFSAN-B"FE'RYEDNTE
PARTIGIE9C. URDT ML FAST METER FASTENER PLATE FASTE]ER FNT TCOMPONENTANO
,IJNtrs, 1� TO TOP RATE J:Y%0.1]1•NALL9 UNDERUW TO 1M]TTO Y1'FRMIWG )TTO 1' SWC
H11Z Tm ]-]'11GAUGESTAPLES Tat mlD) OAODwGEOGESTMPI-E]
1 VYT01 v1' 1 O (NEFERTORG-10FASCE 1)
tz RDIJOISTMMP PLATE yy,y0,cvv IB! 60415 680]lb` 2JBa1.S SX 0.1]I ZAT6'0.0C7 AT D.4 TOENLL ppp��LCry� '
M.M m3 a-BS 6dS Y II GAUGE STARES AT S O.C. (��TOI1N' 10CIO)OIL mID)
N2b I,U Wd 6JS
I0.TOP RATES,VPB ANOIMER9EGilON9 'O-Im CON]10N 1]1FT%U.1r17 FACENVL �
H25T as 6da 6Ja >Z PIWELS, .(MFRAMwa)(0) II RLESS
HTA IW JN1S 6J0+1S ]•]`X O.1 ."3
]-ru WUGE STARES Vr
T- I.ee ]4FlfiEM0AR09HMTHWO(qm 1N'AHOlE59 NO.11 WUOEILOOFwO
RARER(B) ,Y .1 13a t♦b I.COLTWWU9 NEAOER.TWC PIECES tm COMMON 1N'X0.1 tr O.G ALOND EDGE NM(H1m WYMON E]A4
2m IJa 140 tS.CEIlWGJ019T8 TO PlAIE ]-1m COMMONR t?%0.1]17 roE ITW.11J7N0.1B0.WOE
�•)'%0.,],Q3- 25NT TARE IUND.11 WUGE B9.C.EOGE9AH0 wTERi1EDNTE
LTS-12 510413' G10W1S -YH GWCEBTARJS NA¢w)m COWION NA0.
LTsta axD o-fDe+Is o-lmn3' _ R1ma1],7 xD.Ie
TS-19 BA 0.10a< &10U]1S 18.RIYJOSTTOIOP RATE S 1-mCOMMON IN'X0.1]I WUDE DTAP{E pJ
LTS2D 6T0 &1a+13' SIm11 d• 1T.COLw6JOIST9,LAPS OVER PAR11110N9 ]•Im COMMON CII?%0.1357 MW. FACE NNL a.INTEMOR PANElwO
Y1612 T•104.15 T-11M+13, (SEE TABLE]m41M.f1 I•Y%0.1J1'NNLB Le. ero.GED0E9AND WTERYFDNTE
1•]•11 GAUGE 6TARES
_6 am i-IBa+,S T-lOSalb' COMMON ORBW NAaBAREPERWTEDTO BE U9E0 EXCEPT WHEILE DTI¢RIY6E 6TATED.
Y BW13` 1-IOGIS' a(SEE JOLSTSTO PAPALLELRKTER9 ]-tm CO (,-X..). FACE NAIL &NA6.96FACEOwTB WCHTS OFL CENTEROH CEMEN TEDGE9 21NpIE8AT OIIF SME
TATEDEeMPoRTB EXCEPT/OICNESAT
I (SEE TAeiE 3)00.10.1.1) 1-Y%0.1]I'HA03 BYPPoNTB WNERB9PAN]AREIB INCHE90RMOR4 iOR NA41NO0FW0008TRUCNIW-PANELANOVARTOEBOMOD-RAMS
NT5J0 em )t0091S )-10aa1b' 1-]•11WUGESTARF9 ANOSHEM WMIB RERA TO6ECT[W2]OS NMIH PoR WALLBHEMWOMEP_T1EDTOBECQM ON,BOXORC M
vARTWDIBC. UPLUT CCLUMN FASTENER wUTER FASTENER C.COMMNORDEF 0.RMr�221(m a21 0 1e•I1T 0.1]1:100•]'AO.tb'4
aatb' 2-IOO+tb' 1B.RPFfEli TO RULE )-m COYNON I)8? 1]17 TOE MC DeOEFaO OBHNIN IOC-I!'+0.f IfYY ]>h+0.,]t`.100.5+0.11!'t Im
PIACM Nl 2I! 2.1 i•YX41]I' CORROSIONAE6 ANTDDWOf00m12�T'E�I(rEmADH FNDOXEB'µOeaMEBbORCENIERwATPMmFA2�MTE6UPPoRT6.WIGN
Om13' I-1 J-]'11WWEBTARE9 d.FUMTFNER86PACEO]INCME6O0NN
A]] Tm III•Im 1 EOA9 BTRUCNiW:6NMTNIN0.8PACw0614LLLBElINCMED ON CENTER ONT1 COMES-12WCHFSONCFMERAT
PMTWOESC: UPLIFT
WP1LF A.1'DMOO BRACEMEACHSTUDIRATE 2-m COYYON 21?X0.1l17 PACENAIL INTfRNEDMTE 6UFPORTD WHENU 1MFCRNONSTRU& 6HMTNNO.
a.PLATE 2•]•%0.1]t't N.CORROSIDN-gEDBTAH�ROOFWO NAILS WDH TII9•DYMETM HEAD AND I IN'LENGTH FOR III BHEAT LNG AND I N'1.640Tt MR
LSTAIB 111D 1 J-]'11 WAGE STARER MFATHwO.
LCOMOYONAESLSTANTBTAPLE9 wRM NOYwM NY C TIE
ROWN DI I'CROWNATD,IN'LENOTtFOq VI FCIL2L]T 6NET12LG
2f.ISfr SHFATMN6TO FAO,BARES ]-m COLG10N fN'%0.f]f FACE WILL PoRT8 AT+SRCIF 6TRFNOTH NAILSS ACED ATDLECRON OF MEMNELUtBSSSOMERW19EMATAEDI.
NEnOERID) P TPJS FVR 'J ,0.191' 22 N1OFA THAN I7M'SHFATHWO MFABFARING )-m C0M 12VT%0.1T FACE TLVL LiCR OOfP6NFAT1Pl�MRIGTOF�l9 mNAL SSPACEDATewCIR80N PAN¢EDGE912 wCMFbwTNiFRYFDYTE 5UR9RTS
HPoBA1,me1 IT!! J']0.11 RfIIa0.11J7ARETMENWMUtlgEWBV:b FORWOOB STRUCTURAL PANELS,
2].BWLT•UFCORNEF.l - M. (]1N'%0.18 Mw. YP0.4 •STMIFS NAVEAMWIMUMCRbWNIV]]IN OF]/ir.
PMTMDESC. UPUR WALL fABTENER O`XO.,JI'NAIIS N.FOR ROOF SHFATHWO APR]FiT1ON8.MTENERS SPACED AT 1 WONES ON CENIERAT EDGER a WCHES AT MEgNEOYTE
FuvPDRTs.
TIEAOVM9 200A fA11•WIOE 11]! )-tON ]`11 OAUGE8TPRfD 16'O.G C EONCENTEFATIWES.8 ,ENTFRATF00ES.B WOlE9AT WTEP.NEONIEBUPPOR18 F0R8UBRO0RANO NffATNq
NY•.WANCHOR 1]00 •'S - ]wCNf90.V CENTERAT EODE5,8 WCHF3 AT wTFRYE... 6UPPoRTSFW ROm"6HMTMNG
FA9TENERH 6PACEOATI WLHF90N CEHfERAT FDOF9,a wLHEBAT WTERNECNTESUPPORIB.
'ALL9TRAPS CAN BEUUBSTITUTEOWIT-RYCNALENT6MHOMEETNO CAN ET (OTHE O.6EEf.VTENERALTERIUTF 6CME011LE.
8.O S'OC.BUT819 RE0NRLED-CORNERR IIISTUDS FNO-1000RN OTHER RFA6TENERB MUST BE INSTALLED WIM EVENbPACWG BFIWEEN TMEMACR069ARACWNO MEMBER
C.ONLY NEEDEDCNMLINDNUMaVIM'L.BHFATHwGWALLB.
O.HEADERSOMWJ'6PAR '
ALTERNATE FASTENING SCHEDULE CONSULTING ENGINEER
)Z JULIO ORBEGOSO
p< PRODUCTOPTIONS � - E-T.
,JiWCOp UCIUMLPINELSMIDPARTIOFBOMO 1?AHOlF55 FA9TEY�GB��DMFLORIDA
PROWCTGT. 6U0.GTEGOf1Y tlMwFADTIRFFR MDDRIDEx. 9TATEGFRAPPRDPAL. BUNGALOW SHED-HVHZ PE LICENSE#38769
vAeu3w)us sDwD JAYESWJLOE M1rcEDMt ]27].1 Pigltally signed by
vArELwAJLB auwG JMFESIIAIUM3 Mlr sTurm -1 JDllo Orbegoso
g PANELwM BE.N. ADVA-ALUL aM W FlI2mm1 ate:1011.01.09 MODULAR STRUCTURE FOR:
PANEL WALLS BS OWG PLY GEM X FU.• 15:13:18-05'00' DATE: 02-05-2021
PAF4LwALLa BDWG AOVANDFDMIM X Rl:]T]T., SUPERIOR SHEDS
PANEL WA d SIDM eaPea x Fu- (877)439-7433
HXTEel _RS 6-GINGEXT EAGAN EINDL - +1'TOP LINE ENGINEERING LLC DRAWN: R.L.G.
o EXIERDRCDORS GwGEXr cgOR aw6age _`'�Y•T,�3TRUCTUMLENGINEERS 23235.VOLUSIA AVE.ORANGE CITY,FL32763
wWDOWB :""Exv"° YERTSIDfR >' William E.Neary,III i Z\ MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ'
WVIDffN6 6�XUNO CROFT VFNf SLOER flPt .�
WINDOWS ENUND DRDR YEq BIDER F,,aa: SMP-51,SM1-79,]CC 5185040 SHEET NO.
BWOLE MINI OR
VFAT SLDEA. ilf.IOImR1
"ORM51DEa' CROFT
HORN S IDFR 10649 Oakview Pointe Terrace
wNDD1YS HOWL SLIDER CRDFT HORR6UOER FLI.2012] Gotha,Florida 34734 A7.j,
O ORR SLIDER CRIB NOPILBIIOEfl N.]0]I! � CiF,lY Ym6,ltw1 .
o MODULAR. Yk 'm
PLANS.DESIGN, CO. °°°"""
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED