HomeMy WebLinkAbout23-6046City of Zephyrhills
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
l 11111 Ell !'I
B -006046-2023
GR
Issue Date: 05/12/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee Imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent relinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
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Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
C NTRACTQRSIGNATURE OFFICE
PE IT 0
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUNOTICE REQUIRED
R
PROTECT CARD FROM WEATHER i
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
d _ t
Building Department
Date Received
Owner's Name
M
Phone Contact for Permittino 1( Y13
Owner's Address e D, 7 h
12 Fee Simple Titleholder Name
Fee Simple Titleholder Address
JOB ADDRESS
PROPOSED USE
TYPE OF CONSTRUCTION
NEW CONSTR
H
INSTALL
SFR
BLOCK
Owner Phone Number
Owner Phone Number L J
Owner Phone Number E:_.__._.,__.._���
LOT #
(OBTAINED FROM PROPERTY TAX NOTICE)
ADD/ALT = SIGN DEMOLISH
REPAIR
Comm OTHER
FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE HEIGHT
[�BUILDING ffE� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESSENERGY W.R.E,C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
A
&? t
BUILDER COMPANY '4j��RR�EN���
REGISTERED -U C
SIGNATURE Y/ N FEE CURREN Y/N
Address 6, License#
ELECTRICIAN COMPANY
SIGNATURE Tt7
121414E�� 1 REGISTERED Y/ N FEE .RR�EIY 1 N
Address License #
PLUMBER COMPANY E
SIGNATURE REGISTERED ;�FEE �DURREI
Address ======= License#
MECHANICAL, COMPANY
SIGNATURE REGISTERED LU=--IEE CURRE1-=E3-�
Address License #=
OTHER COMPANY
SIGNATURE REGISTERED UR�REI���
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $250D, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letterfrom owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (P]oUSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED CD The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors toundertake work, they mayhe required tobelicensed inaccordance with state and local regulations, |fthe
contractor is not licensed as required by law, both the owner and contractor nay be cited for misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised tocontact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired w contractor orcontractors, he is advised to have the onntramnr(s)sign
portions nfthe "contractor Block" ofthis application for which they will beresponsible. |fyou, wnthe owner sign asthe
ccmtmdnr, that may bcan indication that ho in not properly licensed and is not entitled to permitting privileges in Pasco
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fand Recourse Recovery Fees may applytthe construction f new buildings, h of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner'prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetiand Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District -Wells, Cypress aayheado. Wetland Areas, Altering
Watercourses.
' Army Corps ufEnQineers'Owamw||a.Docks, Navigable Waterways,
- Department ofHealth & Rehabilitative Semim:s/Envimnmental Health Vn|Ame||a, Wastewater Treatment,
Septic Tanks.
- USEnvironmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways,
| understand that the following restrictions apply to the use offill:
- Use nffill ionot allowed inFlood Zone W"un|mnu expressly permitted.
' If the 8|| material is to be used in Flood 2bno 'A'', i/ is understood that a drainage plan addressing a
''cumpenoatingvo|ume''wiUbwsvbmiutedattimem[pennittingwhichispnoparedbyaprofenaiona|*ng|neor
licensed bythe State ofFlorida.
- If the 8|| material is to be used in Flood Zone 'A" in connection with a pmnn|uod building using stem wall
construction, | certify that fill will beused only to fill the area within the stem wall.
- If fill material is to be used in any area. | certify that use ofsuch fill will not adversely affect adjacent
properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions ofthe building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated b fill, anengineered drainage plan iorequired.
If am the AGENT FOR THE OWNER, | promise in goodfaith toinform the of the itticonditions et forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned.
FLORIDA wmn��1
OWNER OR AGENT_,t
Subscribed a n to (or affirmed before me this
Who is/are personally known to me or has/have produced
as Identification.
Public
Commission No.
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification.
Commission
of Notary typed, printed or stamped Name of Notary typed, printed or
mawymazz
have read and fully understand and agree to the
provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the following
conditions:
OWNER'S SIGNATURE ----------- - DATE
ADDRESS
PHONE
WITNESS PERMIT
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LEGAL DESCRIPTION, (AS FURNISHED)
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INSTR#2023072810 OR BK10806 PG512 Page 1 of 1
04/26/2023 11:33 AM Rcpt: 2576399 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez -Bowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statute$,
the following Information Is provided In this Notice of Commencement:
I Description of Propertyi :..
A.
r
Ile . ,, A d` / 6, '-q
Interest in property,
Name of Fee Simple Titleholder:
(if different from Omer listed above)
uliy State
Ell
Contractors Tetapttona Na,: ""°"
%'Q
5. Surety:
Name
Address city State
Amount of Bond: $ Telephone No.:
6. lender:
Narmi
Address city Spate
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.113(l)(a)(7), Florida Statutes:
Name
Address city State
Telephone Number of Designated Person:
& In addition to himself, the owner designates of �®
to receive a copy of the Lienors Notice as provided in Section 713.13(l)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. EVirstion date of Notice of Commencement (the expiration date may not be before if* completion of construction and final payment to the
contractor, but will be one year from the data of recording urdess a different date Is specified):
Under penalty of portury, I #estate that I have Mad the foregoing notice of commencement and that the facts $Wed therein are true to the best
of my knowledge and boiler,
STATE OF FLOPJDA
COUNTY OF r. tiC
'Signsato of Owner or Lease , or is so $sees e.
The foregoing instrument was acknowledged before me
Personalty Known iJ 8 Produce
Type of identification Produced
wpdd "MoUceeommencsmen $3949
State Of Florida, County Of Pasco
This is to certify that the foregoing is a
true and correct copy of the document
on ale or of public record in this office.
m
h nd f,se
it rmy rofficial al this
day f
y ' ,
Ikk6 Alv r - wi qClerk & Comptroller
l c roc
Pasco CooNO
Deputy Clerk
/mertuk-PSI Tel +14mam5560
1748sa~Street mm+z407 30455e1
Orlando, pLszusa
Mr. Thomas Campbell
Florida Department ofBusiness and Professional Regulation
Codes & Standards Office
25O1Blair Stone Road
Tallahassee, Florida 32399-O772
AE: Manufacturer: Superior Sheds
Agency Plan Number: SUP001
Architectural Testing Inc., an Intertek company ("Intertek-ATI"), part of Intertek' Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7 1h Edition w/2021 Supp.
2017 National Electrical Code (NFPA-70)
This approval covers the factory build structure only. Any alterations to the factory -built structure, on
site, voids the approval. This plan issubject tothe following:
• This plan is Approved for High Velocity Hurricane Zone (i.e, Broward and Miami/Dade
Counties)
w Signed and sealed plans are unfile with |ntertek+ATI
• Chapter 633 Plan Review and Inspection shall be conducted by the local fire and safety
inspector
• Items installed on -site are subject to review and approval by the local authority having
jurisdiction.
• This review includes products for compliance with 553.8425 or FAC Chapter 61G20-3
Respectfully submitted,
VWUiamTege|er
Department Manager
Building Science Solutions
Ryan Knowles, SMP-64
mIntertek uabrand name representing the /nterte Group plc legal entities, including munotxmxe to, Intertek Testing Services NA Inc.,
Professional Service Industries, Inc, (^/NTEmcx-Psr)'Architectural Testing Inc. ("INTEnrsK-xn^), and WIT Group Inc, (^/NTEmsxMr).
www,/ntrr-tek,wm/uvou/no ton
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 R 101.4.2.4, 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.
& GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORFFY 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 TEMA .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 Sc-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 AN 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
SU BJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN
WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. SUCH BUILDINGS THAT DO
NOT EXCEED 400 SQUARE FEET MAY BE DELIVERED AND INSTALLED WITHOUT NEED OF A
CONTRACTOR'S OR SPECIALTY LICENSE,
11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS,
TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDEDTHAT THE ADDED
BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP.
12. AS PER FBC SECTION 1626.E 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,
WIND LOAD CRITERIA
1. WIND SPEED (MPH): 132 Vasd/170 V.It
2. RISK CATEGORY: 1
3. BUILDING CATEGORY: IF
4, ENCLOSURE CLASSIF[CATION; ENCLOSED
5. INTERNAL PRESSURE COEFFICIENT: GCPI = 0.18
6. EXPOSURE FACTOR:D
7. WIND DIRECTIONALITY FACTOR (Kd): 0.85
8. GUST RESPONSE FACTOR (Gh): 0.85
9. MAIN FRAME STRUCTURE OVERTURNING LOAD: PE -= -93.0 PEE
10. COMPONENT & CLADDING LOAD (ROOF)
a. BE = ZONE 1: 35.63 PST, ZONE 2: -35.63 PSF, ZONE 3:-65.26 ESE (WALL)
b. PW = ZONE 4:-39.14 PSF, ZONE 5:46.89 PSF
11, THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A
HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT.
12. SEISMIC LOAD: N/A
13. FLOOD LOAD: SHEDS LOCAL ED IN A FLOOD HAZARD AREA MUST COMPLY
WITH THE LOCAL FLOOD ZONE REGULATIONS.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
COVER SHEET
2
FLOOR PLAN
3
StDEWALL FRAMING
4
FLOOR FRAMING
5
ROOF FRAMING
6
CROSS SECTIONS
7
ENDWAL.L FRAMING
8
SCHEDULES
9
SCHEDULES
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 D
FIRE RATING OF EXTERIOR WALLS
0
FLOOR LIVE LOAD - STANDARD
75 PSF
FLOOR LIVE LOAD - OPTIONAL
125 PSF
FLOOR DEAD LOAD
10 ESE
ROOF LIVE LOAD
30 PST
ROOF DEAD LOAD
10 PSF
"R" RATING OF FLOOR,WALL,&ROOF
N/A
MODULES PER BUILDING
1
SQUAREFOOTAGE
719 SQ/FT. MAX.
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
HVHZ APPROVED
YES
DESIGN PRESSURES
DOORS (BY EAGAN) +j 20 PSF
WINDOWS (BY CROFT) +/-40.1 PSF
GARAGE DOORS (JANUS INT'L) +46/-54 PSF
DP INFO PROVIDED BY MANUFACTURER
Digitally signed by Hermes F. Norem, P.E.
Reason: I am approving this document
Date: 2022.08.03 11:12:20-04`00`
- - ! 111 !11*
2323 S. VOLUSiA AVENUE
ORANGE CM, FLORIDA 32763
(877) 439-7433
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REMARKS
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BY DATE
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DATE: 04.20,2022
DWG. BY: CHKd{-�B{YY�``:��{{
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SCALE: 3 N TS
DWG.#: SUP001
SHEET:
NOTE: SHOWN IS THE 10`-0" X 20'-0"
NOTE:
1MIN. GRADE STUDS 2' X4" STUDS TO BE Fb=1200 PSI OR GREATER
2, MIN. ROOF SHEATHING: D4 ALUMINUM PANELS
3. MIN. FLOOR SHEATHING: 3/4" PLYWOOD
4. MIN.WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23"SESECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W/ 3/4" 148 HEX HEAD W/ WASHER SELF
TAPPING SCREWS @ 6" ON EDGE & 12" IN FIELD.
SHED OVERALL LENGTH (MAX. 40'-(Y')
FalliTAT.1121a1
ELECTRICAL. NOTES & OPTIONS:
AS PER N€X ARTICLE 330.30(B) SECURING OF MC TYPE
CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE
SECURED AT INTERVALS NOT EXCEEDING GET. 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: 4
MAXIMUM NO. OF LIGHTS: 3
33235, TA FLORIDA
ORANGE CITY, Ft32263
(877) 439-7433
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REMARKS
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NOTE:
SHEDS TO HAVE A MAXIMUM OF S DOORS AND
.'0 E
10 WINDOWS. SUPPLEMENTAL SISTER STUDS
{,
»" N 77
TO BE INSTALLED AT EACH DOOR/WINDOW
CONNECTION FOR REINFORCEMENT._.F
CEILING 1-BOX
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DANIA F.t No L 3 guiLdlrvG OHOOS, INC
3Y8 E.IAMBBEACH1331
F60E UR'l.OFAUTtaURL+Io—N 1O-29578
DATE: 04,20,2022
LQAD
DWG. BY: CHK. BY:
SCALE:
SCALE: j�j�}-.CS
LL SINGE POE NEUTRAL
AMP G.E.I.
DWG. a: SUP001
SWITCH
OUTLET
SHEET:
ELECTRICAL WIRING DIAGRAM
SCALE: NOT TO SCALE
ENDWALL 2" X 4" SYP#2 ROOF
TRUSSES @ 24" O.C.
2"X4" SYP#2 TOP PLATE
SEE HEADER
DETAIL
VARIES
s'
VARIES
FLOOR DECKING ICO NT
Ill l IU f .}—�
4"X4" P.T. SKID (CONT.)
VARIES
2" X 4" SYP#2 STUDS
@ 24" O.C.
SHED LENGTH (MAX. 40`-0")
ALL STUDS SECURED TO SOLE PLATE AND FLOOR — gg
FRAMING W/ SIMPSON LTS16 STRAP w/ 5 -10d rA---� LL FRAMING
NAILS ON TOP INTO STUD,SECURING INTO RIM
JOIST ON BOTTOM W/ 5-10d NAILS (TYPICAL)
SIMPSON TP 35 @ WINDOW(DOOR
HEADER TO TRUSS CONNECTIONS.
USE (23) 8d NAIL INTO TRUSS
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.
WALL SHEATHING OPTIONS:
0 7/16" OSB OR SHEATHING EQUIV. OR BETTER
o CORRUGATED ALUMINUM
o D4 ALUMINUM SIDING
0 1/2' OR 5/8" T1-11 SIDING
> JAMES HARDIE PANEL OR EQUIV.
JAMES HARDIE HORIZ. SIDING LAP OR EQUIV.
® 29 GA CORRUGATED STEEL METAL SIDING (RUN
ANY DIRECTION)
o THERMO-PLY BLUE (0.135 THICK) W/ VINYL
SIDING
2" X 4" SYP#2 SOLE PLATE
2" X 6" SYP#2 PERIMETER
2"X4"X60" SYP #2 SISTER STUD
ATTACHED W/ 10d COMMON
NAILS @ 4" O.C.
SYP #2 STUDS @ 24" O.C.
RpM�t�vq"
SISTER STUD DETAIL
SCALE:NTS
3" X 6" MITEK MT26
OR EQUIVALENT
5`-0"
EXTERIOR
SHEATING 12" MAX.
3" X 6" MITEK MT2
Ad// OR EQUIVALENT
12"X12" OR 16"X16" BETWEEN WALL
STUDS, VENT IS SECURED TO
-- - SHEATING AS PER MANUFACTURERS
INSTRUCTIONS
y / - r ,
SINGLE FLAT 2" X 4"
SYP #2 HEADER
/ v �„
,.''� (2) 2"X4" W/ 1/2" PLYWOOD OR
2" X 4" SYP #2 BOTTOM PLATE
STOP SOLE PLATE >OSB FILLER OR (1} 4"X4'"
!
4" X 4" SYP #2 HEADER
FOR VENTING
2' X 4" SYP #2 KING STUD
/
/' / �� ". / 2"X4" SYP #2
/ KING STUD
2" X 4" SYP #2 JACK STUD
Y @ 24" STUDS
2" X 4" SYP #2 KING STUD
OPTIONAL I YDROVENT DETAIL SI EWALL DOOM & WINDOW(P)
DOOR[gND
" X 4" HEADER DETAIL
SCALE: NTS SCALE: NTS
$— B/ I E O LESS
SA WIDE
SCALE:NTS
SCALE:NTS
'@*r
23235. .WllAAVENUE
ORANGECIT LORMA32763
(877)439-7433
ti w
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C �
a
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REMARKS
BY
DATE
om T" a1quiaEMCHn oEin1tsr?a 1�aenNA ii� usceF
Ery E.—RA HITEa SHALIPFE11-1 fle l-
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DATE: 04.GiY 2022
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LL I HFN
SCALE: NTS
DWG. #: S( pool
SHEET:
3
TABLE 2. SKID RUNNER SPACING*
WIDTHS
6'-0" 8' 0" 10'-0"
1i"-8"
13`-8"
A
0'-10" 0"-9," 1"-7"
2,-8",
1"-10.5,"
B
5IN 6'-6" 6'-10"
G-4"
-
*VALUES ARE FROM END OF JOIST TO CENTERS OF
(2) 4"X4" SKIDS ONLY. 13'-8"' WIDE SHEDS HAVE (4)
SKIDS.
iSHED
OVERALL LENGTH (MAX. 40`0")
Dr
2" X6"
P.T. FLOOR
JOISTS
@ 24"
O.C.
OPTIONAL 125 ESE @ 16" O.C. TYP
W1 3 j4' T&G
m u
j
2"114" P.T. SYP #2
PULLING BLOCK
4"X4" P.T. SKIDS ATTACHED WJ RT6
OR EQUIVALENT, SEE TABLE ON THIS
PAGE FOR
Ilfy-{lI'
QUANTITY
AC
4
FLOOR FRAMING PLAN
SCALE: 3J8" = 1'-0"
FLOOR SHEATHLING
MITEK RT6 2"X6" CONTINUOUS (8) Ed COMMON
HURRICANE TIE P.T. FLOOR JOIST VNAILS
4"X4" P.T. SKID
FLOOR JOIST TO SKID CONNECTION
SCALE: NOT TO SCALE
LOOR SHEATSNG:
3/4" PLYWOOD
3j4" P.T. PLYWOOD
3/4" T&G
3j4" P.T. T&G
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877)439-7433
Z Po F
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1
10 J .
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a
REMARKS
BY DATE
�yt}t341%tppT.
N 7 7
S tk OF
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22JTTld@li tel.R `.
N..EN6, P. [.
11F
DANIA -F U 3 4 i39
DATE: 04.20.2022
DWG. BY: CHK. BY:
LL I HFN
SCALE: NTS
DWG.#: SUP001
SHEET: //�
14
ISHED OVERALL LENGTH {MAX. 40'-0") - I
110101111
SCALE: 3/8' = V-0'
NOTE:
1. MIN. GRADE STUDS: 2"X4" STUDS TO BE Fb=1200 PSI OR GREATER
2. MIN. ROOF SHEATHING: D4 ALUMINUM PANELS
3. MIN. FLOOR SHEATHING: 3/4" PLYWOOD
4. MIN.WALL SHEATHING D4ALUMiNUM SIDING
�RANGE Cl � fLORIDA 32763
�877I 439-7k33
C)
M
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<
REMARKS
BY
7T
DATE
*at Sjh' OF x
DATE: 04,M2022
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SCALE: NTS
DVJG.#: SUpool
SHEET:
SISTER STUDS FOR 4'-0" TYPICAL STUD SPACING 24" D.C. MAX — SISTER STUDS FOR 4'-W
FROM ENDWALL(TYP) FRUMENDWALL(IYP)
MIN 3:12
TV
11 11
MAX. 8:12 2" X 4" ROOF TRUSSES @
2" X 4" SYP#2 ROOF
TRUSSES@ 24" O.C.
2"X4" SYP#2 TOP PLATE
2" X 4" SYP#2 COLLAR TIE
SEE HEADER
\—SIMPSON
DETAIL
H2.5A TWIST STRAPS
VARIES
WITH (5) 8d ON TOP & (5) 8d
ON BOTTOM
2"X4" SYP #2 STUDS
@ 24" O.C.
4`X4" P.T. SKID (CONT.)
---FLOOR DECKING (CONT.)
2" X 4" SYP42
r SOLE PLATE
FLOOR JOISTS @ 24" D.C.
2" X 6" SYP#2
/—
I PERIMETER
ex sa
SIDE WIDTH
L STUDS SECURED TO SOLE PLATE AND
CROSS SECTION A AL
FLOOR FRAMING W/ SIMPSON LSTA12
SCALE: 3/8"=1'-0" STRAP wl 5 -10d NAILS ON TOP INTO
STUD, SECURING INTO RIM JOIST ON
BOTTOM W1 5-10d NAILS (TYPICAL)
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.
VARIES
2" X 4" SYP#2 STUDS
@ 24"O.C.
— 4`X4`P,T. SKID (CONT.)
SHED LENGTH (MAX. 4EF-W)
CROSS SECTION B
A-5) SCALE: 3/8"=l'-O"
WALL SHEATHING OPTIONS:
7/16" OSB OR SHEATHING EQUIV. OR BETTER
CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
1/2" OR 5/8" 171-11 SIDING
JAMES HARDIE PANEL OR EQUIV.
JAMES HARDIE HORIZ. SIDING LAP OR EQUIV.
29 CA CORRUGATED STEEL METAL SIDING (RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK) W1 VINYL SIDING
— ENDWALL
SIMPSON TP 35 @
WINDOW/DOOR
HEADER TO TRUSS I C
CONNECT DNS
USE (23) 8d NAIL
INTO TRUSS
11111, VG.IIA A1.1-JI
ORANGE Cl-, FLORIDA 32763
(877) 439-7433
CL
�2 A
6ia 5
REMARKS BY DATE
2" X 4" SYP#2 i I
SOLE PLATE INIEW AEE —H
11—A
1—T—E.
2" X 6" SYP#2
PERIMETER
10AIAl-
1,
3989A'aAAeACH C"I I
DATE: 04.20.202
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LL I HFN
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DWG.h: SUpool
SHEET:
6
4"X6" MITEK MT20
OR EQUIVALENT
2"X 4" MITEK MT20
OR EQUIVALENT
2"X 4" SEE
@ 24" D.C.
MIN 3:12
----- 1� MIN
3"X6" MITEK MT20MIN 3:12
MAX, 8:12
OR EQUIVALENT
24"
D.C.
2"X4"SYP #2
LSTA9 WITH
STUDS @ 24"
(8) 0,148'X
D.C.
I �
2-1/2" NAILS
2"X4`X60" SYP #2
SISTER STUD
ATTACHED W/ 10d
COMMON NAILS
@ 4" 0,C.
2" X 4" SYP#2
SOLE PLATE
SIDE WIDTH
,--Z—,X, P.T. SKIDS ATTACHED W/
MITEK RT6 OR EQUIVALENT SEE
TABLE 2 FOR SPACING
ENDWALL FRAMING
SCALE: 3/8"=l'-0"
Li
1212":4" SIR
#2 HEADER
VARIES
— MAX 108" - —
4"X6" MITEK MT20
OR EQUIVALENT
2"X 4" MITEK MT20
OR EQUIVALENT
2"X 4" SPF
@ 24" D.C.
2"X 4" SEE
@ 24" D.C.
2" X 4" ROOF
MIN 3:12
TRUSSES@ 24" 0.0
MAX, sat
LSTA9 WITH
(8) 0148" X
2-1/2" NAILS
2"X4" SYP #2
STUDS @ 24' D.C.
2"X4" SYP #2
BLOCKING
2" X 4" SYP#2
SOLE PLATE
2"X6"
PERIMETER
SIDE WIDTH 1
8�-o' , W-Y% 1114, '13,8" 1
ENDWALL FRAMING
SCALE: 3/8"=I'-O"
ROOF TRUSS (SEE SHEET 5)—
SIMPSON H2.5A TWIST STRAPS
WITH (5) Ed ON TOP & (5) Ed
ON BOTTOM
2"X4" SYP #2—/
STUDS @ 24' O.C. L�j
ROOF TO ENDWALL CONNECTION
SCALE: 3/8" = I'D"
4"X6" MITEK MT20
OR EQUIVALENT
2"X 4" MITEK MT20
!wm
OR EQUIVALENT
3"X6" MITEK MT20
2323 S. VOLUSIA
AVENUE
OR EQUIVALENT
ORANGE Cm, FLORMA 32763
(810439-7433
V
0
z
'm-m
LSTA9 WITH
(8) 0.149" X
2-1/2" NAILS
(2) 2"X4"SYP
#2 HEADER
nF
VARIES
I
REMARKS
BY DATE
36"
VU
SIDE WIDTH
13
4 X4` P.T. SKIDS ATTACHED W1
MITEK RTS OR EQUIVALENT SEE
TABLE 2 FOR SPACING 0
7
ENDWALL FRAMING
S J OF
SCALE: 3/8"=l'-O"
0 ol'
, o
IAIIA aFssooa F
DATE: 04,20,2022
DWG. BY:
CHK- BY:
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SCALE:
NTT
DW& #:
SUpool
SHEET:
OF 9
ALTERNATE FASTENING SCHEDULE
CONNECTION FASTENING
A LT 31-33. WOOD STRUCTURAL
PANELS AND - "5 ?092 RING SHANK
PARTICLEBOARD SUBTLOOR, ROOF AND WALL SHEATHING 1/2"ANDLESS I NAlLFROM EDGE, 10- O.C.
(TO FRAMING) I
STRAP & FASTENER SCHEDULE *
PART#/D SC,
UPLIFT
WALL FASTENER
RAFTER FASTENER PLATE FASTENER
Hl
6-8d.1/5" 4-Sd
HIIZ
7 SO
6-16dx2.5" 6-1662.5"
H2A
495
S-8d.1'5"
5-gdxl.5" 2-8dxl.5"
1-12.5A
5-8d S-Sd
H2.5
410
5-8d
5-8d
H2.5T
545
5-8d
5-8d
H2A
49S
7-gdxl.5"
S-8dxl.5"
H3
32C
4-8d
RAFTER(B)
H4
23fi
4-8d
4-8d
HS
265
4-8d
4-8d
LTS-12
620
6-10clx1'5"
LTS-16
FLO
6-10dx1.5"
6-10dxl.S"
LTS-18
620
6-10dxl.5"
6-10dxls'
LTS-20
620
6-lodxl,5"
6-10d.13"
MTS-12
861
7-10d.1,5"
MTS- 16
8 Il
7-10dx1.S"
7-10dx1.5'
MTS-18
SFC
7-10d.1.5"
7-10d.1.5"
MTS-20
SEI)
7-10dx15
7-10dx1.5"
PART#/DESC.
UPLIFT
COLUMN FASTENER
RAFTER FAST
ENER
PORCH
A21
245
2 - 1061.5"
2 - 10dxl,5"
A23
59S
4 - 10dxl.5"
4 - 10d.1,5"
A33
750
4 - 10d
4 - 10d
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
BTM PLATE
LSTA-18
1110
7 - 10d
7 - 10d
PART#/DESC,
UPLIFT
STUD FASTENER
HEADERFASTENER
HEADER(D)
TP-35
N/R
5'-3"x0.131"
5'-3"x0.131"
H 40,41,80,81
4725
51-311XCIA3111
5'-3"x0.131"
I /D C
UPLIFT
WALL FASTENER
FLOOR FASTENER
TIE -DOWNS
'EA
25GAT1/4E"SVViDE
472r,
7-10dx1.5"
S/8`x3LL' ANCHOR
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. & CAN EVERY OTHER FOR
161- O.C. BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS.
C. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS.
D. HEADERS OVER 6'--0" SPAN.
PRODUCT OPTIONS
PRODUCT CAT.
SUBCATEGORY
MANUFRACTURE M ODELIDESC.
STATE OF FL APPROVAL#:
PANEL WALLS
SIDING
JAMES HARDIE
5/16" CEDAR
FL#: 13223.1
PANEL WALLS
SIDING
JAMESHARDIE
5/16"STUCCO
FL#: 13223.2
PANEL WALLS
SIDING
ADVANCED
ALUM.
0.19 CA
FL#: 23138.1
PANEL WALLS
SIDING
PLY GEM
x
FL#:-
PANEL WALLS
SIDING
ADVANCED ALUM
.
x
FLM 31737.1
PANEL WALLS
SIDING
SIMPSON
LUMBER
x
FL#:-
EXTERIOR DOORS
SWINGING EXT
EAGAN
EIHOL f
FL#: 12820-R3
EXTERIOR DOORS
SWINGING EXT
CROFT
2009-LITE
FL4:-
WINDOWS
SINGLE HUNG
CROFT
VERTSLIDER
FL#: 10853-R5
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FL#: 15527-RS
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FL#: 16082-R3
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FILM 16153-Rl
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
FL#:27202
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
Fl-#: 28822
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
FL#: 30848
"'@*r 11111. VOLlllll AVENUE
.RANGF OW, FLORIDA 32/63
(877) 4394433
REMARKS
v 0 F,
N 7
OF
s
71171
ATE: 04�M2022
,HK. BY:
LL HFN
SCALE: NTS
DWG.#: SUpool
SHEET:
a
FASTENING SCHEDULE (FBCTABLE 2304.10.1)
CONNECTION
TOENAIL
FASTENING SCHEDULE (FED TABLE 2304.10.1)
21. V'Xg" SHEATHING TO EACH 3 -8d COMMON (2 1/2" X 0.131")
BEARING
FACE NAIL
CONNECTION FASTENING
1. JOISTTO SILL OR GIRDER 3-8� COMMON CI 1/2"X 0,131")
3-3 14 GAUGE STAPLES
TOENAIL EACH END
222DER THAN V'XII"
SHEATHING TO EA. BEARING
3 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
l*r
2. BRINGING TO JOIST 2 -8d COMMON IS 1/2" X 0,131")
2-8 COMMON (2 1/2" X 0,131")
23. BUILT-UP CORNER STUDS
16d COMMON CI 1/2" X 0.162") MIN.
24" O.C.
2 - 3� 14 GAUGESTAPLES
FACE NAIL
24. BUILT-UP GIRDER ADD
3:� X 0.131" NAILS
3 14GAUGE STAPLES
`20d COMMON (4"X 0.192") AT 32" C.
161, O.C.
16" D.C.
FACE NAIL AT TOP
NOTES:2323
A.
COMMON OR BOX NAILS ARE PERMITTED TO BE USED
S� VOWSEA AVENUE
ORANGE AM, EMMA 32763
N177) 43933
3.1"xIE' SUBFLOOR OR LESS 2-Rd COMMON (2 1/2" X SARI")
TO EACH JOIST
FACE NAIL
BEAMS
3" X 0.1.31 NAILS AT 24" O.C.
3" 14 GAUGE STAPLES AT 24" O.C.
AND BOTTOM
STAGGERED ON
EXCEPT WHERE OTHERWISE STATED.
-
4.WIDER THAN 1"x6" 3 - Rd COMMON (2 1/2" X 0,131")
SUBFLOOR TOEACHJOIST
BLIND AND FACE NAIL
2 - 20d COMMON (4" X 0.192")
3 3"X0.131" NAILS
OPPOSITE SIDES
B.
NAILS SPACED AT 6 INCHES ON CENTER ON CENTER Al
EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT
-
5, 2" SUBFLOOR TO JOIST OR 2 - 16d COMMON (3 1/211 X (L162")
GIRDER
TYPICAL FACE NAIL
3 - 3" 14 GAUGE STAPLES"
FACE NAIL AT ENDS
C A
6INCHES T SUPPORTS WHERE SPANS ARE 48 INCHES
R MORE.FOR NAILING OF WOOD STRUCTURAL PANEL
A
AND PARTICLEBOARD DIAGRAMS SHEAR WALLS,
vs
" p-
B. SOLE PLATE TO JOIST OR 16d CI 1/2" X 0.13S�-) AT 16'� O-C,
L
BLOCKING
3" X 0.131 NAILS AT 8" O.C.
AND AT EACH ""C'
REFER TO SECTION 2305. NAILS FOR WALL SHETHING
0
N
3" 14 GAUGE STAPLES AT 12" O.C.
25, 2" PLANKS
16d COMMON (3 1/2"X 0.162-1)
AT EACH BEARING
ARE PERMITTED TO BE COMMON, BOX OR CASING.
3 -16d COMMON IS 1/2" X0,13�EJAT
26. COLLAR TIE TO RAFTER
10d COMMON (3`XLI MIN.
4 - 3" X0.1.31 NAILS
FACE NAIL
C.
COMMON OR DEFORMED SHANK (6d - 2 1/2" x 0.113";8d -
2 1/2" x 0.131"; 10d - 3" x 0.148"). D. COMMON (6d - 2" x
I ED
D ,
E
SOLE PLATE TO JOIST AT
BLOCKING AT BRACED WALL
16" OC
4 - 3"X 0.3.31" NAILS AT 16" O.C-
BRACED WALL PANEL
27, JACK RAFTER TO HIP
4 - 3" 14 GAUGE S FAPLES"
3 - 10d COMMON IS" X 0.14811)
TOE NAIL
0.113"; 8d - 2 1/2" x 0-131"; 10d - T'A 0.148").
.1
P
PANEL
4-3" 14 GAUGE STAPLES AT 16" QC.
END NAIL
4 - 3" X 0.131 NAILS
4-3" 14 GAUGE STAPLES
D.
DEFORMED SHANK (6d - 2" . 0.113"; Ed - 2 1/2" . 0.131";
10d - 3" x 0.148").
7TOP PLATE 10 STUD 2-16d COMMON (3 1/2"X 0.162")
3-3 XO.131"NAILS
3-3 " 14 GAUGE STAPLES
TOENAIL
2 - ISE COMMON (3 1/2" X GAST')
3 - 3" X 0.131" NAILS
FACE NAIL
E,
CORROSION -RESISTANT SIDING (6d - 17/8" x 0.106"; 8d - 2
3/8" x 0.128 ") OR CASING (6d - 2" x 0,099"; 8d - 2 1/2" x
8. STUD TO SOLE PLATE 4 - 86 COMMON L2 1/2" X 0,131")
4 - 3:� X 0,131 NAILS
3 - 3" 14 GAUGE STAPLES
0,113��) NAIL
3 - 3 14 GAUGE STAPLES
28. ROOF RAFTER TO 2-BY
2 - 16d COMMON (I 1/2" X 0A62")
TOE NAIL
RIDGE BEAM
3 - 3" X 0.131 NAILS
F.
FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR
REMARKS BY DATE
2 - 16d COMMON IS 1/2" X 0.162")
END NAIL
3 - 3" 14 GAUGE STAPLES
EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
3 - 3:! X 0.131" NAILS
SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING.
3-3 14 GAUGE STAPLES
3" X 0.131 NAILS AT 8"
2 - 16d COMMON IS 1/2" X 0.162")
3 - 3X 0.131" NAILS
FACE NAIL
SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES
AND 12 INCHES ON CENTER AT IPITERMEDIATE
9. DOUBLE STUDS 16d (3 1/2"X 0.135") AT 24"O-C.
O.C.
3 - 3 14 GAUGE STAPLES
3" 14 GAUGE STAPLES
29. JOIST TO BAND JOIST
3 - 16d COMMON IS 1/2" X 0.135")
FACE NAIL
SUPPORTS, WHEN USED FOR NON STRUCTURAL
AT 8" O.C,
3" X 0,131 NAILS AT 8"
4 - 3" X 0.131" NAILS
4 - 3" 14 GAUGE STAPLES
ch
SHEATHING.
CORROSION -RESISTANT ROOFING NAILS WITH 7/1611
IEIIE ENH-HER DETIfiS DEECIRIED HEREIN ARE GE R�C
IAll III III I 111 1111
"'A _N
10. DOUBLE TOP PLATES 16d (3 1/2" X 0.13S") AT 16" Q.C.
0 C.
30, LEDGER STRIP
3-16d COMMON IS 1/2" X 0.162")
FACE NAIL AT EACH
DIAMETER HEAD AND 11/2' LENGTH FOR 1/2`
NEER,0RATEC T5lAlETE IPlIRAEE5,5,PEClEEI
3'� 14 GAUGE STAPLES
4 - 3" X 0.131" NAILS
JOINT
SHEATHING AND J. 3/4" LENGTH FOR SHEATHING,
AT 8" O.C.
4 - 3" 14 GAUGE STAPLES
DOUBLE FOP PLATES
31. WOOD STRUCTURAL
1/2" AND LESS Ed (C,I,Q)
6" D.C. EDGES AND
It.
CORROSION -RESISTANT STAPLES WITH NOMINAL 7/ 16'
8- 16d COMMON (3
PANELS AND PARTICLEBOARD
2 3/8"X(1113" RABIN)
INTERMEDIATE, 4"
CROWN OR 1" CROWN AND 1 1/4" LENGTH FOR 1/2"
1/2" X BARS") AT 16"
HN SUBFLOOR, ROOF AND
13/4"16 GAUGE(0)
0,C. AT
FOR 25/32I'SHETHING PANEL SUPPORTS AT 16" (20" IF
O.C.
TOENAIL
WALL SHEATHING (TO
FRAMING)
19/32" TO 3/4" gd(D) OR 6d (E)
COMPONENTAND
CLADDING EDGE
STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL,
11 BLOCKING BETWEEN 3 - 8d COMMON (2 1/2" X 0. 13 I')
JOISTS OR RAFTERS TO TOP
3 - 3" X 0.131" NAILS
2 3/8"X0.113` NAIL(N)
STRIP # ZONE 3
UNLESS OTHERWISE MARKED).
PLATE
3 - 3" 14 GAUGE STAPLES
TOENAIL
2" 16 GAUGE (P)
(REFER TO FIG.
30.5-1 OF ASCE 7)
1.
PANEL SUPPORTS AT 24". CASING OR FINISH NAILS
SPACED AT 6 INCHES ON PANEL EDGES, 12 INCHES AT
INTERMEDIATE SUPPORTS,
12. RIM JOIST TO TOP PLATE 8d COMMON (2 1/2" X FAST") AT 6"
O.C.
SINGLE FLOOR (COMBINATION
7/8" TO I" 8d(C)
OF
3X 0.131" NAILS AT 6" O.C.
SUBFLOOR-UNDERLAYMENT
11/8" TO 1 1/4" 10d(D) OR 8d(D)
J.
FOR ROOF SHEATHING APPLICATIONS, Ed NAILS L2 1/2" x
0
3 14 GAUGE STAPLES AT 6I'O.0
NAILS
TO 19/32" TO 3/4" FRAMING)
3/4" AND LESS 6d(C)
0.113`¢ ARE THE MINIMUM REQUIRED FOR WOOD
STRUCTURAL PANELS.
o
13. TOP PLATES, LAPS AND 2 - 16d COMMON (3 1/2"X 0.162")
INTERSECTIONS
3 - 3" 14 GAUGE
'XI TO 11, 8ERC)
Ip'- 0
STAPLES"
16" O.C. ALONG EDGE
32. PANEL SIDING (TO
11/8" TO 11/4" 10d(D) OR 8d(D)
1/2" OR LESS 6d(F)
K.
STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF
7/16".
I 'lllltIt 01
14. CONTINUOUS HEADER, 16d COMMON IS 1/2" X 0,162")
TWO PIECES
TOE NAIL
FRAMING) (Q)
33. FIBERBOARD SHEATHING
5/8" 8d(F)
1/2" AND LESS SCL 11 GAUGE ROOFING
6" D.C. EDGES AND I
L.
FOR ROOF SHEATHING APPLICATIONS, FASTENERS
SPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES AT
15. CEILING JOISTS TO PLATE 3-1 d COMMON (31/2" XOA31")
5 - 3� X 0.131" NAILS
3 - 3" 14 GAUGE STAPLES
TOE NAIL
FACE NAIL
(CID)
NAIL(H) 6d COMMON
NAIL
(2"INA13") NO. 16
GAUGE
INTERMEDIATE
M.
INTERMEDIATE SUPPORTS.
FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES,
8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR
AND SHEATHING 3 INCHES ON CENTER AT EDGES, 6
INCHES AT INTERMEDIATE SUPPORTS FOR ROOF
398 E
D=��CAH�,H BLVD, A 338
�� U 33RU
DATE: 04.20,2022
16. RIM JOIST TO TOP PLATE 4 - Ed COMMON (2 1/2" X (1131")
17. CEILING JOISTS, LAPS 3 - 16d COMMON (3 1/2" X 0,135") MIN.
OVER PARTITIONS (SEE TABLE
4 - 3" X 0.131" NAILS
SHEATHING.
DWG, BY: CHK. BY:
2308,10AA)
4 - 3" 14 GAUGE STAPLES
FACE NAIL
25/32" STAPLE (1) NO. 11 GAUGE
NAIL(H) Ed COMMON
N.
FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 8
INCHES AT INTERMEDIATE SUPPORTS.
LL HFN
18. CEILING JOISTS TO 3 - 16d COMMON (3 1/2"X 0,135") MIN,
PARALLEL RAFTERS (SEE
4 - 3" X 0.131"NABS
NAIL
(2 112"x0. 131") NO. 16
0 .
SEE FASTENER ALTERNATE SCHEDULE.
SCALE: NTS
TABLE 2308.10.4.1)
4 - 3" 14 GAUGE STAPLES
TOE NAIL
GAUGE
STAPLE (1)
P.
FASTENERS MUST BE INSTALLED WITH EVEN SPACING
DWG. #: SUpool
19. RAFTER TO PLATE 3 - Rd COMMON (2 1/2"X 01131")
3 - 3" X 0.131" NAILS
I
BETWEEN T HEM ACROSS ATTACH ING MEMBER.
SHEET:
13 - 3" 14 GAUGE STAPLES
FACE NAIL
34, INTERIOR PANELING
11/4" 4dU)
13/8" 6d(K)
9
r70F
20. 1" DIAGONAL BRACE TO COMMON (2 1/2"X0.131")
V
EACH STUD & PLATE
12-8
2 - X 0.131" NAILS
3 - 3" 14 GAUGE STAPLES
9 _,o0