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CERTIFIED TO: FLOOD INFOR AID DON:
MICHAEL COHEN Community Number: ST. LUCIE COUNTY UNIC 120285
HOME PARTNERS TITLE SERVICES Panel Number: 12111CO279K
OLD REPUBLIC MAnOINIAL'TWILE 4n1S RA14M 2?t3Lt'f"ANY $�TiT: K
ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR Date of Firm Index: 2/19/2020
INTEREST MAY APPEAR. Flood Zone: X
Base Flood Elevation: N/A
0mof somw. WZMM ,
LEGAL DESCRIPTION: LOT 13, BLO K 29, OF RIVER PARK, UNIT 3, ACCORDING TO THE PLAT THEREOF AS
RE03ROM W PLATBOOK 10, PAGE + D OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
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-GENERAL NOTES: ��" � � • ■ �
1) !££4L�FR{L 'SS S'�BYD7NS i
2) MMINA77ONOFTHEABSTRACTOFTTILEWiL•HAVE 70BEPAAU'TO
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3) THE LANDS SHOWN HEREONWERENOTABSTRACTEDFOR EASEMENTOR I� ��
OTHERRECORDEDENCUMBERANCESNOTSHOWNONTHEPLAT. ;,
4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE .
ANDFUYANCING AND SHOULD NOTB_E USED FOR CONSTRUCTION PERMITTINGassmw aaNAuc-
!*E
ONLNELAND SURVEYORS INC.
5) UNDERGROUND PORTIONS OF FOOTINGS. FOUNDATIONS OR OTHER 1. Seieet`NandfFBTnPageScasng
IMPROVEMENTS WERE NOTLOCATED. 2. DesoeEt Auto4totateandCenter'
6) ONLY WSIBLEAND ABOVE GROUND ENCROACHMENTS LOCATED. 3. Select 0NlQw Papersou—by
7) FENCE OWNERSHIPNOTDE7ERMINED. PDFpagesIW W
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9) BEARINGSAREBASEONANASSUMEDMc'Rm'WAN•''-
10q BOUNDARY SURVEYMEANS A DRAWING AN"R GRAPHIC REPRESENTATION GUE
IELD WORK: 5
OF THE SURVEY /11/2021
WORK PERFORMED IN THE FIELD. COULD BE DRAWN ATA G1 F Iq
SHOWN sCALEANDARNor ToSCAM V.P.
11) No 1DErMFICA7lONFOUNDONPROPERTYCORNERSUNLESS NOTED. ��eYN�
14 NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED OR 6453
13) D/�SIONSSHOWNAREPLATANDMEASUREDUNLEWOTH RWWSHOM & A
14) ELEVATIONSIFSHOWNAREBASEDUPONNG.V.D.1929UNLESS OTHERWISE 1NALREVISION.- 05/12(2021
NOTED.
15) THISISABOUNDARYSURVEYUNLESSOTHERWISENOTED. YH Hv
i6) THIS 80UNDARYSURVEYHASBEENPREPAREDFOR7HEE(CLUSNEUSEOF OMPLETED: 5/12/2021 �STAB ac
IlffE'Ta7l7�SlYALtED yl, 71iE[F1tTIFICAT10N5 DO NDT EXTEND TDANY W AP
is
UNNAMED PARTIES. ' 'r _ R Q O &
O
URVEY CODE: 0-71840
.16271 NW 60 AVE, Suite
Miand Lakes, F 0
nfinetand . :I30 9
SURVEYORS,INC. www.Onlinel-andS Com
Survey Date:5/12TLD21 St1lTtey Ca �D'N S40 Page 2 of 2 t+tet uaaW svMwLt all pages_
By:
HomePartners
Ta9rS�si
S E. CAMINO STREET.......
_;--AMINO. STREET (BY PLAT)
50' RIGNT—OF--WAY (BY PLAT); .�..
- 20'# ABPi'faT PAtFMIT`
B.C. A=07006'26" •o N
R-604.62 /f 5'i PARKWAY
F t.R. I - - gi75.00' _ F.I.R. 1 /2
N 90bo oo �- A=06'29'62"
A (BASISOF BEARING R=604.62 3.08' j
ASSUMED) C A=)�, I 2.45'(IN)
1 25' BUILDING w 9 N I
ON PL SETBACK LINAT N — ' a
2 PER PLAT 0
' 18.50'
• 12�'"
f 37.00� o
'^ ONE STORY
CONC
0' IV 20' M # 111 ^ c
b
1 Inch = 20' ft. 'd 16.15' ro 3.0 I
W c CONC
30 11LE
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LOT 12 I LOT 13 I
BLOCK 29
_ BLOCK 29 i LET 1
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LOT 4 I {, �' LOT 3
BLOCK 29 BLOCK 29
VAY CROSSES LOT LINE
MAP OF BOUNDARY SURVEY
Property Address:
111 SE CAMINO ST
PORT SAINT LUCIE, FL 34952
JON nlineLand
42 WRvuelm .
15271 NW 60 AVE, Suite 206
Miami Lakes, FL 33014
www.On11neLandSurveyors.Cam
WIS'BOUNDARY SURVEY' IS A TRUE
IED UNDER MYDIREC77ON. THIS
omasrrmffmy MEVATEQP
APPER IN CHAPTER &LI7.051, FLORIDA
FLORIDA STATUTES.
STATE OF JYFOR
SIGNED �r THE FIRM
GUlLLERMO A. o� P c as N �3
STATE OFFLIgA►a
NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED
ELECTRONIC SEAL ANDIOR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISEO SEAL OF ALICENSE SURVEYOR AND MAPPER.
Survey Date:5/12/2021 Survey Code:0-71840 Page 1 of 2 Not valid without all pages.
' 2"x2" GALVANIZED WASHER
WITH y" NUT
Yz" THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2"x5" (400 LB) CONCRETE
EYES BOLTED TOGETHER
WEDGEHOR INTO SLAB
WITHy"x2" BOLT &NUT WITH
y" COUPLER
THRU 2""x4" P.T. BOTTOM PLATE
(2) 2"x2" GALVANIZED WASHERS
(SEE TABLE 1 FOR SPACING)
(2,000LB SHEAR CAPACITY)
^
4" MIN.
LA
a.:
&x 3' (400 LB)
C
NCRETE SLAB BY
OTHERS
CONCRETE WEDGE ANCHOR
SIMPSON A-24 THROUGH LOCAL CODES CONCRETE SLAB BY OTHERS
(SEE TABLE 1 FOR SPACING)
CLIP OR EQUAL AND JURISDICTION
THROUGH LOCAL CODES -
AND JURISDICTION '
SHED WITH SKID
ANCHORED TO CONCRETE
SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS
SUPPORTED TO LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING
(SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING, HOLES ARE DRILLED
THRU THE 2"X4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED
ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 112" HOLE IS DRILLED INTO THE CONCRETE
1-1/2" OFF THE RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON
A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR.
7. IF THE UNIT A'NO FLOOR' OPTION, ANCHOR WITH 1/2"X5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM
PLATE.
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TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPAC'G
20'-0"
400
T-6-
13'-8"
280
T-6"
11'•8"
240
T-6"
10'-0"
200
T-6"
8'-0"
160
T-6"
6'-0"
120
T-6"
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
4- MIN.
EYES BO
BOLT & NU1
WASHERS
SHED WITH WO FLOOR' OPTION'
ANCHORED TO CONCRETE
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) }"x4}"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 46).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
13'-8"
1'-102"
1'-104"
1'-102"
111-8"
2'-8"
6'-4"
10'-0"
V-7"
6'10"
8'-0"
91,
6'-0"
6'-0"
10"
51"
-
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"X4"
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE
STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT
REINFORCING.
2. ABS PADS REQUIRED ON 1 V-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3A
PAD TYPES
TYPE
PAD DIMS
MAX LOAD'
MATERIAL
I
2"x8"X16"
1778 LBS
GONG. BLOCK QUA=
CEMENT AND SAND MIX
II
4"x8"X16"
3500 LBS
CEMENT AND SAND MIX
III
16" 16"
3950 LBS
ABS PLASTIC PADS
IV
8"X8"X16"
I 1900 LBS
I CO C. BLOCK QUALITY
CEMENT AND SAND MIX
BASED ON 2000 PSF SOIL BEARING CAPACITY (20D0 PSF IS TYPICAL)
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 1 V-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW' (PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936 LB
1, 11, III, OR IV
1879LB
I, 11, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558 LB
I, 11, 111, OR IV
2558LB
I, II, 111, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400 LB
I, 11, 111, OR IV
2400LB
1, 11, 111, OR IV
81-0.
SW
4.001320
0" TO 6"
6-0"
2029 LB
I, 11, 111, OR IV
2133LB
I, 11, III, OR IV
6-0"
SW
3.001240
0" TO 6"
6'-0'
1658 LB
1, II, III, OR IV
1866LB
I, 11, III, OR IV
LOAD WIDTH OF UPLIFT ON RUNNER
NOTES:
1. PAD SPACING IS END TO CENTER OF PAD
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
CODE INFORMATION
CODE VERSION
F�BC';7TH EDITION
(2020), ASCE�T16
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
MANUF. SHED
CONSTRUCTION
V-B
CODE VERSION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NO. OF STORIES
1
BASIC WIND SPEED
180 MPH (VULT)
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE CIDER
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10 PSF
ROOF LIVE LOAD
20 PSF OR 300LBS
FLOOR DEAD LOAD
8 PSF
FLOOR LIVE LOAD
75 PSF 1125 PSF
"R" RATING (WALL, FLOOR, ROOF)
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 720 S.F.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHORS BY HOME PRIDE OF BRISTOL, VA. OR EQUIVALENT. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,725 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR
ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING
13'-8"
7.00
243
0'-0" TO T-0"
10'-0"
11'-8"
6.00
208
0'-0" TO T-0"
10'-0"
10'-0"
5.00
174
0'-0" TO T-0"
10'-0"
-� 8'-0"
6'-0"
3.00
104
1 0'-0" TO T-0"
TABLE 4B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW"
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING"
20'-0"
10.00
400
0'-0" TO T-0"
5'-0"
LOAD WIDTH UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER
3. THE MINIMUM NUMBER FANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS.
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
GENERAL NOTES:
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SURE 105 OFFICE: 863.688.1054
LAKELAND, FLORIDA FAx 80.688.7118
33813 COLEOMODULARPLANSCO.COM
ORSe
�p0'. smreac r'W��
Digitally signed by
Julio Orbegoso
Date: 2021.02.01
16:42:51-05'00'
J'
GENERAL NOTES
1. Foundation plans are not part of this plan set and are governed by local
jurisdiction.
2. Buildings are approved for residential lawn storage only
3. This building is exempt from the FECC per sections RI 01.4.2.4, R402.1.
4. Refer to tie down details for proper installation requirements to meet code.
5. All lumber for construction will be #2 SYP except as noted.
6. Gutters shall be site installed per the local authority having Jurisdiction and
permitting requirements.
7. All windows and doors to meet the minimum specifications per the
approved
plans and the Florida Building Code.
8. In accordance with FBC 1609.1.2, "Storage sheds that are not designed for
human habitation and that have a floor area of 720 square feet or less are
not required to comply with the mandatory windborne debris impact
standards of this code".
9. In accordance with FBC 1010.1.1, exception (10.) Buildings that are 400
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
requirements of this code. Structures 400 sq-ft or more shall have on.80"
minimum door.
10. In accordance with Florida Statute 553.80 (1)d, lawn storage buildings and
storage sheds bearing the insignia of approval of the department are not
subject to 553.842 (Florida product approvals) but shall meet the design
wind load requirements of the 2020 FBC 7th edition.
11. Flat metal straps can be bent around structural members of wall studs,
trusses, chords, etc. To help secure these members, provided that the
added bend does not interfere with any of the existing breaks/bends in
the strap.
12. As per FBC section 1626.1 exception (f): storage sheds that are not
designed for human habitation and that have a floor area of less than 720
square feet or less are not required to comply with the mandatory
windborne debris impact standards of this code.
13. Components/Cladding are in compliance with the 2020 FBC 7th Edition.
14. Sheds located in flood hazard areas must comply with the local flood zone
regulations.
15. If a wall is framed for future HVAC units that shall be approved by the AHJ
and shall comply with local requirements for permitting.
16. Windows and doors installed by the customer that shall be approved by
the AHJ and shall comply with local requirements for permitting.
17. HVHZ components for sheds require that installation per manufacturer's
instructions.
TOP LINE ENGINEERING. LLC
j, STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
BUILDING CODE
FBC, 7TH EDITION (2020)
RESIDENTIAL CODE
FRBC, 7TH EDITION (2020)
ELECTRICAL CODE
2017 NATIONAL ELECTRICAL CODE
BUILDING TYPE
RESIDENTIAL LAWN STORAGE SHED
MANUFACTURER
SUPERIOR SHEDS, LLC
AGENCY
TOP LINE ENGINEERING, LLC
AGENCY PLAN NUMBER
BUNG-20-HVHZ
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NO
FIRE SUPPRESSION SYSTEM
NO
OCCUPANCY
UTILITY
ALLOWABLE # OF STORIES
1
WIND VELOCITY
170 MPH, EXPOSURE C
FIRE RATING OF EXTERIOR WALLS
0
FLOOR LIVE LOAD - STANDARD
75 PSF
FLOOR LIVE LOAD - OPTIONAL
125 PSF
FLOOR DEAD LOAD
10 PSF
ROOF LIVE LOAD
30 PSF
ROOF DEAD LOAD
10 PSF
"R" RATING OF FLOOR, WALL,&ROOF
N/A
MODULES PER BUILDING
1
SQUARE FOOTAGE
719 SQ/FT. MAX.
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
HVHZ APPROVED
YES
TOP LINE ENGINEERING, LLC
DESIGN PRESSURES
DOORS (by EAGAN)
+/-20 PSF
WINDOWS (by CROFT)
+/-40.10 PSF
D/P INFO PROVIDED BY MANUFACTURER
* " Please note., Any
questions regarding coca!-permi'ffing shovta( be direcfe�d to the Manufucfurer;
The Mahufacfurei's coif einfdrhidflon can"be found in the trNeblock.dFfhe plan&
APPROVED FOR HVHZ
Digitally
,11,1titt,,,,,
\o oReg�o,, signed by Julio
'�°�' UDC Orbegoso
No.38769
*` * '*-Date:
?o . 67AMDF 2021.02.09
°ASS/ONAL Ea ' 15:09:36
-05'00'
STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITERIA
1. 132 Vasd/170 Vult WIND SPEED (MPH)
2. 1 RISK CATEGORY
3. If BUILDING CATEGORY
4. ENCLOSED ENCLOSURE CLASSIFICATION
5. GCpI = 0.18 INTERNAL PRESSURE COEFFICIENT
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR (Kd)
7. 0.85 GUST RESPONSE FACTOR (Gh)
8. Pr = -93.0 PSF MAIN FRAME STRUCTURE
OVERTURNING LOAD
9. COMPONENT & CLADDING LOAD
(ROOF)
Pr = ZONE 1: -35.63 PSF, ZONE 2: -35.63 PSF, ZONE 3: -65.26 PSF
(WALL)
PW = ZONE 4: -39.14 PSF, ZONE 5: -46.89 PSF
10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
IN HEIGHT.
SEISMIC LOAD: N/A
FLOOD LOAD:
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL.
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH _
THE LOCAL FLOOD ZONE REGULATIONS.
DRAWING INDEX
C1 COVER SHEET
Al FLOOR PLAN
A2 SIDEWALL FRAMING
A3 FLOOR FRAMING
A4 ROOF FRAMING
A5 CROSS SECTIONS
A6 ENDWALL FRAMING
A7 SCHEDULES
BUNGALOW SHED - HVHZ
�. MODULAR PLANS DESIGN, CO.
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MODULAR2D2DORISDRA E.6DfTE,08 OFFICE:663.688AD54
IAKElN1D, FLORIDA FAX 863.688.7118
PLANS DESIGN, CO. -13 COLE@MODULARPLANSCO.COM
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
2021-02-08 TOP LINE FNGINFFRING APPROVAL PI AN 4 RIINC' -HVH7-9n *** HVH7 APPRnVFn
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CEILING J-BOX
SINGLE POLE NEUTRAL 15 AMP G.F.I.
SWITCH OUTLET
ELECTRICAL NOTES & OPTIONS:
.- AS PER NEX ARTICLE 330.30(B) SECURING OF MC TYPE
CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE
SECURED AT INTERVALS NOT EXCEEDING 6FT. CABLES
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.
MAXIMUM NO. OF OUTLETS: 7
MAXIMUM NO. OF LIGHTS: 8
ELECTRICAL WIRING DIAGRAM
SCALE: NOT TO SCALE
NOTE:
1. MIN. GRADE STUDS: 2"X4" STUDS TO BE Fb
= 1200 PSI OR GREATER
2. MIN. ROOF SHEATHING: 29GA CORRUGATED METAL
3. MIN. FLOOR SHEATHING: %4' PLYWOOD
4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23" SECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W/ %4' #8 HEX HEAD w/ WASHER SELF
TAPPING SCREWS @ 6" ON EDGE & 12" IN FIELD.
NOTE: SHOWN IS THE 10'-0" x 20'-0"
TOP LINE ENGINEERING, LLC
STRUCTURALENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
\O O......
Jam•.•' �,�GENSF'''. lS'
O'
No. 38769
0 STATE OF lv44/�
s-
Digitally
signed
by Julio
Orbegoso
Date:
2021.02.09
15:10:26-05'00'
SHED OVERALL LENGTH (MAX. 40'-0")
FLOOR PLAN
SCALE: 3/8" = T-0'
NOTE:
SHEDS TO HAVE A MAXIMUM
OF 5 DOORS AND 10 WINDOWS
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED - HVHZ PE LICENSE #38769
g."
MODULAR PLANS DESIGN, CO.
MODULAR
OFlM5
o��A�,�
S63688.7„8
PLANS DESIGN, CO.
33B" COLE@MODUTARPLANSCO.COM
LU11-UL-Ub IVF' LINt tNVINEtKINQ7 Ah1 KVVAL FLAN 4 BUN(3-HVHZ-2U` HVHZ AFFRUVED
ENDWALL DOOR & WINDOW
6'-0" WIDE OR LESS
SCALE: NTS
2"X4" SYP#2 STUDS @ 24" O.C.
2"X4"X60" SYP#2 SISTER STL
ATTACHED W/ 10d COMMON
NAILS @ 4" O.C.
Digitally signed
by Julio
N0.38769 : Orbegoso
Date:
° STATE OF ((/�
2021.02.09
15:10:50-05'00'
�,1II�I1, 111
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OPTIONAL HYDROVENT DETAIL
SCALE: NTS
3"X6" MITEK MT20
OR EQUIVALENT
2"X4" SYP#2 ROOF
@ 24" O.C.
/L 2"X4" SYP #2 BOTTOM F LA
VARIES 12" MAX. VARIES
4"X4" SYP #2 HEADER SEE HEAE ER w
DETAIL
Q
2"X4" SYP #2 JACK STUD >
0
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2"X4"SYP #2 KING STUD wwNIF
LL
Q
4"X4" HEADER DETAIL
SCALE: NTS
---- -- JD DETAIL
,6" MITEK MT20 _
IR EQUIVALENT
J
"BETWEEN
NT IS SECURED
,S PER
INSTRUCTIONS
FLOOR DECKING (CONY.) I I I Ij 11 L 2"X4" SYP 2" 24" O.C.
((STUDS
4"X4" P.T. SKID (CONT.)
HED LENGTH (MAX. 40'-0")
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/ SIMPSON
LTS16 STRAP w/ 5 -10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING
W/ 5-10d NAILS (TYPICAL) AZ SCALE: 3/8"=r-0" .
(2) 2"X4" W/ 1/2" PLYWOOD _
OR OSB FILLER
2"X4" SYP#2
KING STUD
SIDEWALL DOOR & WINDOW (TYP)
SCALE: NTS
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
MODULAR
PLANS DESIGN, CO.
BUNGALOW SHE -HVHZ
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE, SUITE 105 OFFICE 863.688.105E
IAKELAND, FLORIDA FA7C 883.688.7116
33813 AY.
ENDWALL
SIMPSON LTS12 @ ALL TRUSS
—TO HEADER CONNECTIONS.
USE MIN (5) 10d NAIL INTO
TRUSS & (5) 10d NAILS INTO
HEADER.
T T7'OPi1NEENGINEGInEE0.SFCJNGI-
—T�,;� Si0.lGIIIf:AI L�I
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10549 Oakview Pointe Terrace
Gotha, Florida 34734
2"X4" SYP#2 SOLE PLATE I
2"X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
- %s' OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
-Y2" OR 8" T1-11 SIDING
- JAMES HARDIE PANEL OR EQUIV.
- JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV.
- 29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK)
W/ VINYL SIDING
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
LUL I -UL-Ub I VI' LINt LNVINLLKINv ArrKVVAL PLAN 4 BUNG-HVHL-2U ... HVHZ APPROVED
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SKID RUNNER SPACING*
WIDTHS
6'-0"
8'-0"
10'-0"
11'-8"
13'-8"
A
0'-10"
0'-91,
1'-7"
2'-8"
V-10.5"
B
5111
6'-6"
6'-10"
6'-4"
V-10.5"
C
-
-
-
-
V-10.5"
"VALUES ARE FROM END OF JOIST TO CENTERS OF
(2) 4"X4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4)
SKIDS.
--r TOP LINE ENTGINEERING, LLC
"J..,�® STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Q
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a
SHED OVERALL LENGTH (MAX. 40'-0")
FLOOR SHEATHING 2-1/2" X 1/2"
THRU-BOLT ������RF3,t:�i Digitally signed
,J�! .'' \GENSF ' �(jO% by Julio
SIMPSON HL33 - No.38769 = Orbegoso
HEAVY ANGLE 2"x6" CONTINUOUS
P.T. FLOOR JOIST Date:
0 •• STATE OF
21
NOTCH ��,ZONALPW�G\`\` 150 11.'01 �0051001 BUNGALOW SHED - HVHZ
4 X4' P.T. SKID
4-1/2" X 1/2".J v v j L
THRU-BOLT
2323 S. VOLUSIP
FLOOR JOIST TO SKID CONNECTION.
SCALE: NTS 1'
MODULAR
PLANS DESIGN, CO.
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE, SURE 105 OFFICE: 863.668.1054
LAKEIAND, FLORIDA FAX: 863.688.7118
33813 COLEa@MODULARPUINSCO.COM
00
w
)OR SHEATHING:
" PLYWOOD
" P.T. PLYWOOD
- Y4 " T&G
- %" P.T. T&G
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
ZUZ I-UZ-Ub IUF' LINt tNVINLLKINU Affl<UVAL FLAN 4 BUNG-HVHZ-20 " HVHZ APPRUVEU
NOTE: INSTALLATION FOR ALL ROOF
SHEATHING OPTIONS AS PER
MANUFACTURER INSTRUCTIONS
TOP LINE ENGINEERING, LLG
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
OInC1VA1 1 01771 P\LV MA Al I IKAIAII IIkA Mnr%I7IKIf1
SHED LENGTH (MAX. 40'-0")
ROOF FRAMING PLAN
SCALE: 3/8' = 1'-0"
\\0x I I I IIr///I/
°RBFcos , Digitally signed
No. 38769 by Julio
* * - Orbegoso
0 . STATE OF 14 Date: 2021.02.09
S�ONAL I��G\\`\ 15:11:26-05'00'
//IIIII
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BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
MODULAR
WI. TE 1. OFFICE: 966S 6
.1054
LAKE2118
PLANS DESIGN, CO.
' " COLE@MODUTARPVWSCO.COM
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
1U21-U1-Ud IUF LINE ENGINEEKING AFFKUVAL FLAN # BUNG-HVHZ-20 *** HVHZ APPROVED
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MIN. 3:12
MAX. 8:12
2"X4" SYP#2 COLLAR TIE
2"X5" MITEK MT20
OR EQUIVALENT
2"X4" SYP #2 STUDS
@ 24" O.C.
2"X4" SYP#2 BLOCKING
4"X4" P.T. SKID (CONT.)
FLOOR DECKING (CONT.)
FLOOR JOISTS @ 16" O.C.
SHED WIDTH
A CROSS SECTION 'A'
A5 SCALE: 318" = V-0"
NOTE:
2"X4" STUDS TO BE Fb = 1200 PSI OR GREATER
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
2"X4" ROOF TRUSSES
@ 24" O.C.
2"X4" SOLE PLATE
2"X6" PERIMETER
SISTER STUDS FOR 4'-0"
,,FROM ENDWALL (TYP),
SISTER STUDS FOR 4'-0"
TYPICAL STUD SPACING 24" O.C. MAX ,FROM ENDWALL (TYP),,
—I
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.,.
SEE HEAD'9
DETAIL
IIEII—
• •'DECKING
•
O.C.
•
SHED LENGTH (MAX. 4e e
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/ SIMPSON
LSTA12 STRAP w/ 5 -10d NAILS
ON TOP INTO STUD, SECURING B
INTO RIM JOIST ON BOTTOM A5
W/ 5-10d NAILS (TYPICAL)
M_TOP UNE ENGINEERING, LLC
`` fit;; STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
WALL SHEATHING OPTIONS:
- Z16" OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
CROSS SECTION 'B' - D4 ALUMINUM SIDING
SCALE: 3t8"=r-0"-Y2"OR%"T1-11 SIDING
- JAMES HARDIE PANEL OR EQUIV.
- JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV.
- 29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK)
W/ VINYL SIDING
�E
MODULAR
PLANS DESIGN, CO.
BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE, SUITE 105 OFFICE: 863.688.1054
IAKELAND, FLORIDA FAX: .68 8638.7118
33813 COLE®MODULARPLANSCO.COM
— ENDWALL
SIMPSON LTS12 @ ALL TRUSS
.—TO HEADER CONNECTIONS.
USE MIN (5) 10d NAIL INTO
TRUSS & (5) 10d NAILS INTO
HEADER.
2"X4" SOLE PLATE
2"X6" PERIMETER
%�cE"SF'''
N.. 38769
Q '•. STATE OF
� •70RIOP,: •G\��
Digitally signed by
Julio Orbegoso
Date: 2021.02.09
15:11:50-05'00'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
LULI -UL-uo IVr LIIVt tNVINttKI1\4C_7 Ar'r'KUVAL r'LfHIN fF r5UNV-HVHL-LU... HVHL AF'F'KUVLU
MIN. 3:12
MAX. 8:12
"X4" S P #2 S1 DS
@ 24' D.C.
SYPAU BLOC ING
TE
SHED WIDTH
(6-0", 8'-0", 10'-0", 11'-8", 13'-8")
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
2"X5" MITEK MT20
OR EQUIVALENT
A ENDWALL FRAMING
A6 SCALE: 3/8" = V-0"
TOP LINE fi��TGI.NEERING, L_LC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SHED WIDTH '
(6'-0", 8'-0", 10'-0", 11'-8", 13'-8")
B ENDWALL FRAMING
A6 SCALE: 3/8" = T-O"
Digitally
ol0ReFo signed by Julio
\' ' -- - EN. O�
Orbegoso
No.38769 _
* * * = Date:
0 STATE OF 202 1.02.09
.FLORIOP.
15:12:06
-05'00'
" ROOF TRUSSES
@ 24" O.C.
(4" SYP #2 STUDS
@ 24" O.C.
' SYP#2 BLOCKING
2"X4" SYP#2
SOLE PLATE
t6" PERIMETER
MIN. 3:12
MAX. 8:12
2"X5" MITEK MT20
OR EQUIVALENT
(2) 2"X4"
HEADER
MAX 36"
SHED WIDTH
(6-0", 8'-0", 10'-0", 1 V-8", 13'-8")
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
B ENDWALL FRAMING
A6---._.......--
SCALE: 318" = 1'-0"
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED - HVHZ PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
MODULAR 2-
AKEOU- - AU- I- DFMCE � WB:,;
18
PLANS DESIGN, CO.G33613 COLE®MODULARPLANSCO.COM
zul- I-uz-uo i u r LINt LNVINttK1NC_7 HrrKUVAL rLAN fF t5UNU-HVHL-1U — HVHL AffKUVLU
SIMPSON STRONG DRIVE 8 STRAP - SD SCREW SCHDEULE
RAFTER
PART#/DESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
H1
435
6-SD9x1.5'
4-SD9z1.5'
H11Z
750
6-SD10x2.5"
6-SD10x2.5^
H2A
495
5-SD9x1.5'
5-SD9K1.5-
2-SD9z1.5'
H2.5A
540
5-SD9xl.5"
5-SD9xl.5'
H2.5
410
5-SD9xl.5'
5-SD9xl.5"
H2.ST
545
5-SD9z1.5'
5-SD9xl.5°
H2A
495
7-SD9xl.5'
5-SD9xl.5"
H3
320
4 - SD9x1.5'
4 - SDDx1.5"
-
H4
280
4-SD9xl.S'
4-SDBx1.5'
H5
415
4-SD9xl.5'
4-SD9x1.5'
LTS-12
895
6-SD9xl.5'
6-SD9xl.5"
LTS-16
1075
6 - SD9xl.5'
6 - SD9xl.5'
LTS-18
1235
6 - SD9xl.5'
6 - SD9z1.5-
LTS-20
1215
6-SD9xl.5'
6-SD9x1.5"
MTS-12
895
7-SD9xl.5'
7-SD9x1.5"
MTS-16
1075
1 7-SD9z1.5'
7-SD9z1.5'
MTS-18
1255
7-SD9xl.S'
7-SD9x1.5^
MTS-20
1255
7-SD9xl.S'
7-SD9xl.5'
PORCH
PARTWDESC.
UPLIFT
COLUMN FASTENER
RAFTER FASTENER
A21
2-SD9xl.5'
2-SD9xl.5'
A23
4-SD9z1.5'
4-SD9xl.5'
A33
4 - SD9xl.5'
4 - SD9xl.6"
BTM PLATE
PART#1DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
LSTA-18
1235
7 - SD9xl.5'
7 - SD9xl.5'
TIE -DOWNS
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
20GA 1-114'WIDE
1 4725
7-SD9xl.5'
5/8'x30'ANCHOR
1 4300
ONLYNEEDED ON ALUMINUM SHEATHING WALLS.
r-. HEADERS OVER 6' SPAN.
STRAP 8 FASTENER SCHEDULE'
PART#/DESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
H1
400
-
6-8dx115'
4-8d
H11Z
750
6-16dx25-
6-16dz2.5"
RAFTER
H2A
495
SUdx1.S•
5$dx1.5'
2-8dxl.5'
H2.5A
535
-
53d
5-8d
H2.5
410
5Ad
53d
H2.5T
545
5-8d
5.8d
H2A
495
7-Bdxl.S'
5-Bdxl.S"
H3
320
4-0d
4-8d
(B)
H4
235
4.8d
4-8d
H5
265
4-8d
4-8d
-
LTS-12
620
6-10dM.5"
6-10dx1.5'
LTS-16
620
6-10dx1S'
6-10dxl.S"
LTS-18
620
6-10dxl.S'
6-10dxl.5'
LTS-20
620
6-1 Ddxl.5'
6-10dxl.5'
MTS-12
860
7-10dxl.5'
7-10tlx1.5'
MTS-16
860
7-1 Odxl.5'
7-10dxl.5'
MTS-18
860
7-10tlz1.5'
7-10dxl.S'
MTS-20
860
7-10dx15'
7-10dxl.5'
PORCH
PARTWDESC.
UPLIFT
COLUMN FASTENER
RAFTER FASTENER
A21
245.
2-10dx1S'
2-1Ddxl.5'
A23
585
4-10dx1.5'
4-1Ddx1.5'
A33
750
4710d
4-10d
BTM PLATE
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
LSTA-18
1110
7-10d
7-10d
HEADER (D)
PART#IDESC.
UPLIFT
STUD FASTENER
HEADER FASTENER
TP-35
MR
53'x0.131'
63'x0.131'
HP40,41,B0,81
4725
S3'x0.131"
53'XO.131'
TIE -DOWNS
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
20GA. 1-1/4' WIDE
- 4725
7-10dxl.S
518"x30'ANCHOR
1 4300
-
-
' ALL STRAPS CAN BE SUBSTITUTED WITH AN EQUIVALENT BRAND MEETING SAME STRENGTHS.
B. RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24' O.C. 8 CAN EVERY OTHER
FOR 16" O.C. BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS.
C. ONLY NEEDED ON ALUMINUM 8 VINYL SHEATHING WALLS.
D. HEADERS OVER V-0" SPAN.
PRODUCT OPTIONS
PRODUCT CAT.
SUB. CATEGORY
MANUFACTURER
MODEL/ DESC.
STATE OF FL APPROVAL #:
PANEL WALLS
SIDING
JAMES HARDIE
5/16' CEDAR
FL1k 13223.1
PANEL WALLS
SIDING
JAMES HARDIE
5116" STUCCO
FL#' 132232
PANEL WALLS
SIDING
ADVANCED ALUM.
0.19 GA
FLtk. 23138.1
PANEL WALLS
SIDING
PLY GEM
X
FL#: -
PANEL WALLS
SIDING
ADVANCED ALUM.
X
FL#: 31737.1
PANEL WALLS
SIDING
SIMPSON LUMBER
X
FL#: -
EXTERIOR DOORS
SWINGING EXT
EAGAN
EIHDL
FL#; 1282D-R3
EXTERIOR DOORS
SWINGING EXT
CROFT
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FL#:155274R5
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Digitally signed by
Who Orbegoso
Date: 2021.02.09
15:13:28-05'00'
FASTENING SCHEDULE
(FBC TABLE 2304.10.1)
CONNECTION
FASTENING
CONNECTION
24. BUILT-UP GIRDER AND BEAMS
20d COMMON (4-X 0.192-)AT 32^O.C.
3^ X 0.131 NAILS AT 24" O.C.
FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE
1. JOIST TO SILL OR GIRDER
3 - 8d COMMON (2 112' X 0.13M
TOENAIL
3 - 3' 14 GAUGE STAPLES
3- 14 GAUGE STAPLES AT 24-D.C.
2-20d COMMON (4"X0.1921
SIDES
2. BRINGING TO JOIST
2-Bd COMMON (21/2'X 0.131')
TOENAIL EACH END
2 - 8d COMMON (2 1/2' X 0.131')
3 - 3' X 0.131' NAILS
FACE NAIL AT ENDS AND AT
2 - 3° 14 GAUGE STAPLES
3 - 3' 14 GAUGE STAPLES
EACH SPLICE
3. 1"x6" SUBFLOOR OR LESS TO EACH JOIST
2 -8d COMMON (2 1/2-X 0.131')
FACE NAIL
25. 2' PLANKS
16d COMMON (31/2-71)1621
AT EACH BEARING
4. WIDER THAN 1'x6' SUBFLOOR TO EACH JOIST
3 - Bd COMMON (2 112' X 0.131')
FACE NAIL
26. COLLAR TIE TO RAFTER
3 -10d COMMON (3" X 0.148-) MIN.
4-3'X0.131'NAILS.
4 - 3.14 GAUGE STAPLES
FACE NAIL
5. 2•SUBFLOOR TO JOIST OR GIRDER
2- 16d COMMON (31/2" X 0.162-)
BLIND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d (3 1/2' X 0.135-) AT 16- O.C.
TYPICAL FACE NAIL
3• X 0.131 NAILS AT W O.C.
3' 14 GAUGE STAPLES AT IZ' O.C.
27. JACK RAFTER TO HIP
3 - I Od COMMON (3- X 0.148-)
TOE NAIL
4 - 3' X 0.131 NAILS
SOLE PLATE TO JOIST AT BLOCKING AT
3 -16d COMMON (3 112' X 0.135-) AT 16' O.C.
4 - 3' 14 GAUGE STAPLES
BRACED WALLPANEL
4 - W X 0.131" NAILS AT 16' O.C.
BRACED WALL PANEL
2 -16d COMMON (3 112' X 0.162')
4 - 3' 14 GAUGE STAPLES AT 16' O.C.
3 - 3' X 0.131' NAILS
3 - 3^ 14 GAUGE STAPLES
FACE NAIL
7. TOP PLATE TO STUD
2 -16d COMMON (3 1/2" X 0.1621
END NAIL
3 - 3' X C.131' NAILS
28. ROOF RAFTER TO 2-BY RIDGE BEAM
2 -16d COMMON (3 1/2- X 0.16n
TOE NAIL
3 - 3' 14 GAUGE STAPLES
3 - 3^ X 0.131 NAILS
3- 3' 14 GAUGE STAPLES
8. STUD TO SOLE PLATE
4 - 8d COMMON (2 1/2- X 0.131-)
TOE NAIL
.131 NAILS
4-3'1 GAUGEST
3 - 3' 14 GAUGE STAPLES
2-16d COMMON 31/2'X 0.162-)
3 - 3' X 0.131' NAILS
FACE NAIL
2 -16d COMMON (3 112- X 0.162-)
3 - 3" 14 GAUGE STAPLES
3-3 ' X 0.131' NAILS
3 - 3' 14 GAUGE STAPLES
END NAIL
29. JOIST TO BAND JOIST
3 - 16d COMMON (3 1/2' X 0.135')
FACE NAIL
4 - 3" X 0.131" NAILS
4 - 3' 14 GAUGE STAPLES
9. DOUBLE STUDS
16d (3 1/2- X 0.135-) AT 24' O.C.
FACE NAIL
3' X 0.131 NAILS AT 8^ O.C.
3' 14 GAUGE STAPLES AT B' O.C.
30. LEDGER STRIP
3-16d COMMON 3 112- X 0.16T)
FACE NAIL AT EACH JOINT
4- 3' X 0.131• NAILS
4 - 3" 14 GAUGE STAPLES
10. DOUBLE TOP PLATES
16d (3 11T X 0.135-) AT 16' O.C.
TYPICAL FACE NAIL
3"X0.131 GAUGE STAPLEE
3' 14 GANAILS AT O.C.
S AT B'O.C.
31. WOOD STRUCTURAL PANELS AND
12' AND LESS 6d (C,I,Q)
PARTICLEBOARD (B) SUBFLOOR, ROOF AND
2 3/8'X0.113- NAIL (N)
DOUBLE TOP PLATES
8-16d COMMON (3 1/2" X 0.135') AT 16' O.C.
LAP SPLICE
WALL SHEATHING (TO FRAMING)
1 314.16 GAUGE(0)
12-3'
12 - 3" 14 GAUGE STAPLES AT 16- O.C.
SINGLE FLOOR (COMBINATION SUBFLOOR-
2 3/B"X0.113- NAIL(
2- 16 GAUGE (P)
6" O.C. EDGES AND INTERMEDIATE,
BLOCKING BETWEEN JOISTS OR RAFTERS
3 - 6tl COMMON (2 112' X 0.131"
( )
TOENAIL
TO TOP PLATE4"O.C.
TO
3 - 3' X NAILS
UNDERLAYMENT TO 19/32-TO 314^FRAMING
AT COMPONENT AND
GAUGE
3 - 3' 14 GAUGE STAPLES
7/8" TO 1' 8d(C)REFER
1 1!8' TO 1 1/4' 10d() OR Sd(D)
3/4' AND LESS 6tl C))
CLADDING EDGE STRIP#ZONE3
TO FIG. 30.57 OF ASCE
( 7)
12. RIM JOIST TO TOP PLATE
Bd COMMON (2 112-X 0.131-)AT 6- O.C.
TOENAIL
3' X 0.131' NAILS AT 6' O.C.
7/8' TO 1' Bdf C)
3' 14 GAUGE STAPLES AT 6' O.C.
1 1/6' TO 1 1/4" 10d(D) OR Bd(D)
13. TOP PLATES, LAPS AND INTERSECTIONS
2 -16d COMMON (3 1/2" X 0.1621
3 - 3° X 0.131' NAILS
FACE NAIL
32. PANEL SIDING (TO FRAMING) (0)
112.OR LESS 6d(F)
3 - 3" 14 GAUGE STAPLES
518" Bd(F)
14. CONTINUOUS HEADER, TWO PIECES
16tl COMMON (3 1/2'X 0.162'
16' O.C. ALONG EDGE
33. FIBERBOARD SHEATHING (G,Q)
112' AND LESS NO. 11 GAUGE ROOFING
NAIL(H) ') COMMON NAIL
(2'z0.113� NO. 16 GAUGE
15. CEILING JOISTS TO PLATE
3-16d COMMON 3112-X 0.131'
( )
TOE NAIL
5-3 ' X D.131' NAILS
25/32' STAPLE (1) NO. 11 GAUGE
B•O.C. EDGES AND INTERMEDIATE
3 - 3' 14 GAUGE STAPLES
NAIL(H) 8d COMMON NAIL
(2112"z0.131') NO. 16GAUGE STAPLE (1)
16. RIM JOIST TO TOP PLATE
4- 8tl COMMON (2112'X 0.131')
TOE NAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
3- 16d COMMON (3 V2-X 0.135-) MIN.
FACE NAIL
34. INTERIOR PANELING
(SEE TABLE 2308.10A.1)
4 - W X 0.131' NAILS
1/4^ 4tl(J)
1w 6d(K)
6.O.C. EDGES AND INTERMEDIATE
4 - 3- 14 GAUGE STAPLES
18. CEILING JOISTS TO PARALLEL RAFTERS
3- 16d COMMON (3 1/2-X 0.135") MIN.
FACE NAIL
A COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
B. NAILS SPACED AT 61NCHES ON CENTER ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 61NCHES AT
(SEE TABLE 2308.1 OA.1)
4 - 3' X 0.131' NAILS
SUPPORTS WHERE SPANS ARE 48INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAGRAMS
4 - 3' 14 GAUGE STAPLES
AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHETHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
C. COMMON
D. COMMON (6d �2' x 8d - 21l26x 137 ; 10d� 3' x 0.148�))• x 0.131'; 10tl - 3' x 0.148�.
E. DEFORMEPCORROSIOM�;IANKLS tOtl-3^x0.148'.
19. RAFTER TO PLATE
3-Bd COMMON (2117X0.131')
TOENAIL
3 - 3' 14GAUGESTAPLES
ESISOR113D
F.Y(6tl-2'x0.113,8d-21/2'x0.131';
NAIL
G. FASTENERS SPACED 3 NCIHES ON CENTER ATEXTERIOREDGESAG6 INCHES N CENTER AT INTERMEDIATE SUPPORTS, ORTS, WHEN
USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 61NCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT
INTERMEDIATESUPPOR7S, WHEN USED FOR NONSTRUCTURAL SHEATHING.
HSHEATHINGN-RESISTANT ROOFING NAILS WITH 7/16' DU4METER HEAD AND 1 1/2' LENGTH FOR 1/2' SHEATHING AND 1 314' LENGTH FOR
20. 1' DIAGONAL BRACE TO EACH STUD 8 PLATE
2-8tl COMMON
2 - 3' X 0.131' NAILS
FACE NAIL
3 - 3° 14 GAUGE STAPLES
I. CORROSION -RESISTANT STAPLES WITH NOMINAL 7116" CROWN OR 1' CROWN AND 1 1/4- LENGTH FOR 112" FOR 25(32" SHETHING
PANEL SUPPORTS AT 16- (20' IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
K. PANEL SUPPORTS AT 24'. CASING OR FINISH NAILS SPACED AT 6 INCHES ON PANEL EDGES, 12INCHES AT INTERMEDIATE SUPPORTS.
L. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2112^ x 0.113') ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
M. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7116".
21. 1"X8" SHEATHING TO EACH BEARING
3 -8d COMMON (2 12-X 0.131•)
FACE NAIL
22 WIDER THAN 1'XB' SHEATHING TO EABEARING
3 - Bd COMMON (2 il2' X 0.131'
FACE NAIL
23. BUILT-UP CORNER SUDS
16d COMMON (3 12-X 0.162") MIN.
24.O.C.
3' X 0.131' NAILS
16" O.C.
N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED AT 41NCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE
3' 14 GAUGE STAPLES
16.O.C.
SUPPORTS.
O. FASTENERS SPACED AT 41NCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND SHEATHING
31NCHES ON CENTER AT EDGES, 61NCHES AT INTERMEDATE SUPPORTS FOR ROOF SHEATHING.
P. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.
Q. SEE FASTENER ALTERNATE SCHEDULE.
R. FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER.
ALTERNATE FASTENING SCHEDULE
CONNECTION
FASTENING
ALT 3133. WOOD STRUCTURAL PANELS AND PARTICLEBOARD
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
I 12' AND LESS
2' X 0.092' RING SHANK NAIL
I S• FROM EDGE, 10-O.C.
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