HomeMy WebLinkAbout23-6830Address: 3517 Peridot Ln
ZEPHYRNLLG.FL 33542
Building Valuation: $4.929.00
Electrical Valuation: $1I0
Mechanical va|uaUvn:*1.On
Plumbing Valuation: $1.00
Total Valuation: $4.gao,nn
Total Fees: $90,96
Amount peid:$9n.90
Date Paid: 9U2/2O23 11:10:17AM
Issue Date: 09/12/2023
CoSUNSTATE ALUK8|NUMN|N
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
W:PP �RE
PROTECT CARD FROM
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Owner's Address
Fee Simple Titleholder Name
I Owner Phone Number
-owner Phone Number
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS J t" LOT #
SUBDIVISION of PARCELID#1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
R
NEW CONSTR R'
ADD/ALT
SIGN
DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
E_
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
r
BUILDING SIZE
SQ FOOTAG E
HEIGHT
`BUILDING
-
VALUATION
OF TOTAL CONSTRUCTION
-_
=ELECTRICAL
I$
AMP
SERVICE
PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO
.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER COMPAINY
SIGNATURE REGISTERED Y N FEE CURREN L_LLN_J
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED LY_LN J FEE CURREN L_11 N_J
Address License #
OTHER COMPANY =
SIGNATURE REGISTERED Y/ N FEE CURREN L_Y / N
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 wl Silt Fence installed,
Sanitary Facilities & 1 clumpster; 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 wl Silt 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,
.4-1 1 1
Direction
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, 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 letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey(Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: 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 to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a 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 to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change 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, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such 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 of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set 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, after, 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT(F.S. 117,03),,,
OWNERORAGENT
Subscribed and sworn
10 or affirmed) 111ore me this
by I 1 4 1 0,� -S
ism Anm�known to meorhas/have produced
as identification.
NJ 4 _ �, QNotary Public
Commission
CONTRACTOR
Subscribed and . sworn,!,or affir d) befo ,17 me this
by 1" -, I C, I I I ",
FWpo if)re oe�sqnal,ly known to me or has/have produced , , f7v<M as identification.
Notary Public
Commission No,
Na ofJNcqttMtqhyped, printed or stamire Name o ota JJ printe or s ampe
LINDSAY BATEMAN I DSAY BATEMAN
AN
Commission #
HH 43
August
Commission # HH 430664
# HH 430664
Expires
E A
Expires August 7, 2027
Expires AIJgUSt 7, 2027
Of
SUN SUTE ALUMINUM, INO.
6154 Fort King Rd,
ZEPHYRH4LL5, FL 33:!54�2
(813) 788-7308
im
19
A& matem a gu&ww.%W ta be as spWftmt AX wOM to be MWIF"d in a wwmaWike
monme samWOV W sUMW pmMea Any ab"" nw deviaWn Imm abw* we�ham
--hlrq sOn'Jam, mw wo bomaw ml Swa
dwW a" and abow ** asWate Alt agiiwwab owtrgait upw SMkos, accktaM
of, da�"s bwyand Dur caw* Oww'a cw�y Ois, Umnade wid odw nwmmmy kmmrw-- Natw TWS pimposai may �e
Oi.w wo*em am My rovend by Welmm's CbmpWoUxt kwxams, wOutrawn by us it mt accepted
Zrreptaurt of C ontrart—The abow, vices, v-er-iftatiwr-
at-W conftorm ire satfstactory wd am hemby acf epted. You are authenzed soml
to do the work as specified, Paymewt wiN be made as outhned
Data ol AwApftmw
Em
�,- Florida Building Code Online
Page 1 of 2
Comments
Archived
Product Manufacturer Norandex, A Division of American Builders & Contractors Supply Co., Inc.
Address/Phone/Email 1 ABC Parkway
Beloit, WI 53511
(517)780-3185
Neii.J.Sexton@saint-gobain.com
Authorized Signature Neil Sexton
Neil.J.Sexton @saint-gobain. cam
Technical Representative Neil J. Sexton, AIA
Address/Phone/Email 803 Belden Road Suite 210
Jackson, MI 49203
(517) 780-3185
Neii.J.Sexton@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL12500 R4 COI 2020 02 COI NIEMINEN.pdf
Standard
ASTM D3679
Method 1 Option D
Year
2017
https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvG4Aty8UaHd... 1 /4/2021
Florida Building Code Online
Page 2 of 2 "'
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
09/25/2020
10/02/2020
10/11/2020
12/15/2020
FL #
Model, Number or Name
Description
12500.1
Norandex vinyl Siding
Vinyl Siding Systems
Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12500 R4 II 2020 09 25 FINAL Al ER NORANDEX SIDING FL12500
R4,Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-109
Created by Independent Third Party: Yes
Other: 1.) The DP noted in this application
Evaluation Reports
pertains to one particualr siding system. Refer
FL12500 R4 AE 2020 09 25 FINAL ER NORANDEX SIDING FL12500-
R4.Ddf
to ER Appendix for all systems and design
pressures. 2.) Refer to ER Section 5 for Limits
Created by Independent Third Party: Yes
of Use.
Back Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
M 9hxk
Credit Card
Safe
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 1 /4/2021
10,
7TH EDITION )2020) FLORIDA WIND ZONE COMPLIANCE WORKS14EE7 Height (h) S 30 ft
7
••. . .• 09
Product
Profile
Max. Nail Spacing
Nail Engage
Design
Pressure
110
120
130
140
ISO
160
170
180
190
200
Exposure
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
OK
OK
OK
OK
OK
OK
OK
OK
OK
DK
C
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
D
D4
16" o.c,
Studs
89
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
'. NO
D
Sagebrush
D5DL
16" o.c.
Studs
51
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
NO
NO
NO:
C
OK
OK
OK
OK
OK
OK
NO +
NO -
NO
NO:
D
OK
OK
OK
OK
OK
OK
OK
OK
NO
NO
8
End Zone
5
OK
OK
OK
OK
OK
NO
::: NO
NO
NO F:
NO
C
OK
OK
OK
OK
NO
NO -
NO`:
"NO
NO q.
NO E:
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone4
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
NO -
NO a
D
6.5 Semi -Beaded
16" o.c.
Studs
68
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
OK
0K
OK
OK
OK
OK
OK
OK
NO
- NO
C
5
OK
OK
OK
OK
OK
OK
NO -
NO
NO"..
NO :'.
D
Shenandoah
OK
OK
OK
OK
OK
OK
OK
OK
NO
': NO
B
Interior
Zone
OK
OK
OK
OK
OK
NO
NO.
: NO r
N0-'
- NO
C
OK
OK
OK
OK
NO:','
- NO:
NO
'NO -
NO =
NO <
D
T3
16" o.c.
Studs
40
OK
OK
OK
OK
OK
OK
NO
"NO i
cNO
NO
B
End Zone
OK
OK
OK
OK
:NO .r
NO
NO ``
'NO `:.
< "NO.
NO
C
5
OK
OK
NO ;
NO <
NO '
NO
NO
NO
NO -:.
NO i..
D
Sterling
S8
16" o.c.
Studs
44
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO -'
B
Interior
Zone
OK
OK
OK
OK
OK
OK
- NO -.
NO<.
NO
- NO '
C
OK
OK
OK
OK
OK
NO
NO ^.
NO
NO .
-NO
D
OK
OK
OK
OK
OK
OK
OK
NO:
NO -
NO
B
End Zone
5
OK
OK
OK
OK
NO
NO
NO
NO.
NO.
NO
C
OK
OK
OK
NO
NO:..
NO
NO
- NO
NO:
NO L
D
OK
OK
OK
OK
OK
OK
OK
NO
NO
ND-:
B
Interior
Zone 4
OK
OK
OK
OK
OK
NO
NO
NO:
NO
NO
C
OK
OK
OK
NO
": NO
NO
NO
NO
NO
:'NO
D
D4.5, 1)4.SDL
16" o.c.
Studs
38
OK
OK
OK
OK
OK
OK
NO -.
NO
- NO
NO
B
End Zone
5
OK
OK
OK
NO
NO
NO:
NO -
NO
NO -
NO
C
0K
OK
NO
NO.
NO
NO
-NO
NO
NO
- -NO -
D
Summit Manor
D4
16"o.c.
Studs
36
OK
OK
OK
OK
OK
OK
OK
NO
NO
NO
B
Interior
Zone
OK
OK
OK
OK
-:NO -:
NO::.
NO'-.:
NO..
NO 2:
NO .:
C
OK
OK
OK
NO::
NO::.:
NO
NO :
NO
NO
NO ':
D
OK
OK
OK
OK
OK
NO"..
NO ::
NO-'c
NO '
NO
B
End Zone
5
OK
OK
OK
NO.:.
NO
"NO.
NO
N.
NO :-
NO:'
C
OK
OK
'NO'
NO
ND-::
-NO
NO
NO
NO
NO r`
D
ER C13820.04.09-1-R4
NEMO ETC, LLC Norandex - FL12500-R4
Certificate of Authorization a32455 NORANDEX; (517) 780-3185 09/25/2020
02019 NEMO ETC, LLC Appendix 1, Page 3 of 4
7TH EDITION (2020) FLORIDA WIND ZONE COMPLIANCE WORKSHEET, Height (h)530l
Ultimate Design Wind Speed - Vult fmph) — FBC Figures 1609.3(l) through 16093(4)
cz NORANDEX VINYL SIDING
Product
Profile
Max'Nail
Nail
Nail Engage
Design
Pressure
iuu
110
120
130
140
150
160
270
180
190
200
Exposure
Zone
D4
16" ox.
Studs
49
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
NO
NO
.NO
C
OK
OK
OK
OK
OK
NO7:
- NO
:. NO.
No
NO:'.'.
D
OK
OK
OK
OK
OK
OK
OK
OK
: NO
NO
B
End Zone
5
OK
OK
OK
OK
OK
NO
NO.ENO
NO.
NO
C
OK
OK
OK
OK
NO
=-NO :
+NO.
NO'.
NO
D
D4DL
16" o.C.
Studs
71
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
NO :=
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
Woodsman Select
OK
OK
OK
OK
OK
OK
OK'.':
NO
NO..-..
C
OK
OK
OK
OK
OK
OK
OK
NO.:.
NO
D
D5
16"o.c.
Studs
31
OK
OK
OK
OK
OK
OK
NO
NO:
NO
NO '
B
Interior
Zone
OK
OK
OK
rNO_:
NO,
..'NO.
NO
NO
NO
- NO
C
OK
OK I
NO.
NO
NO
NO
NO
N0':
NO:.
NO
D
OK
OK
OK
OK
NO,
NO
NO
NO
NO.
NO.tEndZone
OK
OK
i NO.
NO
NO.:
- NO <
NO.
NO °
- NO
NO
OK
NO:
NO..
NO 1
:NO.
NO
NO
NO....
NO::.
NO.
D5DL
16" ..C'
Studs
51
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO
NO':.
NO
OK
OK
OK
OK
OK
OK
NO
NO::
NO.
"NO -
OK
OK
OK
OK
OK
OK
OK
OK
NO:
NOOK
OK
OK
OK
OK
NO
NO
NO
NO
NOOK
OK
OK
OK
NO='
NO'
NO-N0.
NO.
NO
ER C13820.04.09-1-R4
NEMO ETC, LLC Norandex - FL12500-R4
Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020
02019 NEMO ETC, LLC Appendix 1, Page 4 of 4
7TM EDITION (2020) FLORIDA WINAZONE COMPLIANCE WORKSHEET, Weight (h) a 30 it
NORANDEX VINYL SIDING' Ultimate Design Wind Speed - Vult (mph) — FBC Figures 1609.3(l) through 1609.3(4)
Product
Profile
Max. Nail
Spacing
Nail Engage
Design
Pressure
110
120
130
140
150
160
170
180
190
200
Exposure
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
OK
_OK
OK
OK
OK
OK
OK
OK
OK
OK
C
Board & Batten
Single 7 Vertical
S7
12" o.c.
OSB,
plywood
80
Zone 4
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
Siding
and/or studs
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO
C
OK
OK
OK
OK
OK
OK
OK
OK
- NO
-'NO
D
OK
OK
OK
OK
OK
OK
OK
OK
NO..
NO ::::
B
Interior
OK
OK
OK
OK
OK
NO
NO
NO:
NO
NO :
C
Cambridge
Beaded
6.5 Beaded
16" o.c.
Studs
42
Zone4
OK
OK
OK
OK
NO
NO
-NO:.
.NO .=
NO ,:.
NO -.
D
OK
OK
OK
OK
OK
OK
OK
NO
NO
NO
B
End Zone
5
OK
OK
OK
OK
NO:.
NO.
- NO
NO
NO
NO'--'..
C
OK
OK
OK
NO;
NO
NO..
NO..
NO
NO :
NO
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
OK
OK
OK
OK
OK
OK
OK
OK
NO
NO :::
C
Zone
OK
OK
OK
OK
OK
OK
NO
NO
NO
NO
D
D4
16"o.c.
Studs
53
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO -.
B
End Zone
5
OK
OK
OK
OK
OK
OK
NO...
NO
NO `:
NO
C
OK
OK
OK
OK
NO
�r.. NO
NO
NO
NO
NO:--'
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
OK
OK
OK
OK
OK
OK
OK
OK
NO:=.
NO
C
Zone
OK
OK
OK
OK
OK
OK
NO
- NO
NO
NO
D
Cedar Knolls
US
16"o.c.
Studs
55
0K
OK
OK
OK
OK
OK
OK
OK
OK
,: NO -
B
End Zone
5
OK
OK
OK
OK
OK
OK
- NO
-. NO
NO
NO
C
OK
OK
OK
OK
OK
:. NO
NO:
NO
NO
NO r'
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
OK
OK
OK
OK
OK
OK
OK
NO
NO :::
NO:
C
DSDL
16"o.c.
Studs
51
Zone4
OK
OK
OK
OK
OK
OK
NO
NO
- NO
NO
D
OK
OK
OK
OK
OK
OK
OK
OK
NO
NO"
B
End Zone
S
OK
OK
OK
OK
OK
NO
NO
: NO
NO
NO
C
OK
OK
pK
OK
NO i-
NO
NO
- NO
N0
NQ:-.
D
ER C13820.04.09-1-R4
NEMO ETC, LLC Norandex - FL12500-114
Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020
02019 NEMO ETC, LLC Appendix 1, Page 1 of 4
7CH EDITION (2020) FLORIDA WIND ZONE COMPLIANCE WORKSHEET, Height thj<_30ft;
M-7 NORANDEX VINYL SIDING Ultimate Design Wind Speed - Vult (Mph) — FBC Figures 1609.3(l) through 1609.3(4)
Product
Profile
Max. Nail
Spacing
Nail Engage
Design
Pressure
110
120
IT.
I -ISO
160
170
180
190
200
Exposure
Zone
D4
16" o.c.
Studs
109
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
OK
OK
OK
OK
OK
OK
I OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
I OK
OK
OK
OK
D
Polar Wall Plus!
D5DL
16" o.c.
Studs
76
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
End Zone
5
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO ':
NO ,F
IND
ID
D6
16"o.c.
Studs
69
OK
OK
OK
OK
OK
OK
OK
OK
OK
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
-.. NO.:
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
OK
OK
OK
OK
OK
OK
OK
OK
NO
NO
C
OK
OK
OK
OK
OK
OK
NO
NO
NO
NO
D
Premium Vertical
SidingDS
16"o.c.
plywood
and /orstuds
33
OK
OK
OK
OK
OK
OK
NO
NO
NO '
NO
B
Interior
Zone
OK
OK
OK
OK
NO
NO
NO
NO :
NO
NO
C
OK
OK
OK
NO.::
NO
NO.
NO
NO
NO
NO.
D
OK
OK
OK
OK
OK
NO
NO
NO.
NO
- N0-
B
End Zone
5
OK
OK
NO;
NO s:
NO -
NO
NO
NO
NO
NO
C
OK
NO II
NO
NO
NO F
NO.:
NO
NO.
NO 4:
NO
D
Great Barrier or
D4
16" o.c.
Studs
107
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
p
Great Barrier XL
05, D5DL
16" o.c.
Studs
77
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
Interior
Zone
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
End Zone
5
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO ,:
C
OK
OK
OK
OK
OK
OK
OK
NO.
NO
NO
D
ER C13820.04.09-1-R4
NEMO ETC, LLC Norandex - FL12500-114
Certificate of Authorization 432455 NORANDEX; (517) 780-3185 09/25/2020
02019 NEMO ETC, LLC Appendix 1, Page 2 of 4
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DESTROYING ORGANISMS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
& THE CONCRETE SHALL, CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORI-LAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1 % - ASTM C 260,
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART I,
2. & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR,
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALI- GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185,
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 16, 20 AND 23)
7TH EDITION
CURRENT ALUMINUM DESIGN MANUAL
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS,
1. TYP -- TYPICAL
2. SIM -- SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT--CONTINUOUS
S. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC,
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R 450IA7.1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
T ENCLOSED ADDITIONS TO MANUFACTURED HOMES TO MANUFACTURED HOMES SHALL NOT
CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a)
THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL, BEDROOMS 1S LESS THAN 35', AND, SO THAT
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED, A CARPORT
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE
SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
THE REQUIREMENTS OF HUD 3280.105,
f . . f •if f fi! f •ff
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
2, RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT: SCREEN ROOM (OPEN STRUCTURE) +/- 0.00
5. WIND LOADS:
FACTORAPPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
SCREEN WALLS: 23 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF
ROOF ZONE 2: 12.4/-63.9 PSF
ROOF ZONE 3: 12.4/-87.1 PSF
6. EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6"-#10WWM OR 3000 PSI FIBERMESH
SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURES
7. SOLID ROOF TYPE: EXISTING 3" COMPOSITE PANEL ROOF
WOOD DECK:
LIVE LOAD 40PSF
DEAD LOAD 1OPSF
E1111311henja. • ♦ i, s
HOLLOW SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.044„
3 x 2:---------------------------------------3" x 2" x 0.050"
2 x 3:---------------------------------------2" x 3" x 0.050„
2 x 3:--------------------------------------2" x 3" x 0.070„
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x 5:---------------------------------------2" x x 0.050"
3 x 3:---------------------------------------3" x 3' x 0.072"
3 x 3:---------------------------------------3" x 3" x 0.093"
3 x 3:---------------------------------------3" x 3" x 0.125„
4 x 4:---------------------------------------4" x 4" x 0.125"
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1„ x 2" x 0.040"
1 x 3:----------------------------------------1" x 3" x 0.045„
SNAP SECTIONS
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045„
2 x 3 Snap:---------------------------------2" x 3" x 0.050"
2 x 4 SnaD:--------------------------------- 2" x 4" x 0.045"
OUNNUTRUMiWIF
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x S SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0,057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
�7 7I1
co",-,
r
rmJ
2l � f4 zz LCIL 2 F7 3rr It.
y'A Z
, iper s s
I'" V
z
s F r 1�)� 7`
Pi
)API V r d 11
INDEX
S-1 GENERAL NOTES
S-2 DRAWING PLANS & ELEVATIONS
S-3 DETAILS - SCREEN ROOM
S-4 DETAILS - SCREEN ROOM
S-5 DETAILS - WOOD DECK
S-6 DETAILS - WOOD STEPS & RAILING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE 1N
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILD.,LNGxx %J11
1 1 R ��f�
�NN ®®®`
LUa ®Lii
-C). 0k U,
INN
rNEVIRIEWTARAMRAM
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, El. 33542
Phone: (813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE:08/21/2023
.)RAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
JOB# - 23_0804_066
DE JONG
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPHYRHILLS, FL 33540
SUNSTATE ALUMINUM
ENGINEERS NOTES
-1
0
i
--------- ------------------
I
I
PROPOSED
SCREEN ROOM UNDER
EXIST. ROOF ON NEW
EXISTING ( WOOD DECK
SHED
I
i
20 EDGE B
9'-01,
I' A \ 1
PANELROOF
EXIST. 3" COMPOSITE
PANEL ROOF
—1----------1 ---------J -----------------L-----
2x3 EDGE BEAM11
I
N N N PROPOSED
RAILING
2x3 20
EXISTING
SHED I I III I III II II
!
PROPOSED VINYL SIDING
KICK PLATE TYP, 1 I
OR RAILING .
•
sE 9i: iJ_._ ,
2x3 END BEAM
I
4
m N m m m,m
x x x x x x
IO
2x3 20 EXISTING
EXISTING i MOBILE
HOME
CARPORT o
�, 1 III I Ilillll li
Lj
I I 7 1 i l 1 11 1 1 1 1 1 1 1
� I I
4'-1" 7K 4' 1" T-0" 101,
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
�NoIIIii
®N
•
` LU
0, 2
i
ENGT OF'RC .
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone:(813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE:08/21/2023
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
DE JONG
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPHYRHILLS,FL 33540
CONTRACTOR:
SUNSTATE ALUMINUM
PLANS & ELEVATIONS
-
#10 TEK SCREW W1 1-1 /4"0 NEO-PRENE
WASHER @ 8" O.C. PER PANEL (USE
SCREW LENGTH EQUAL TO COMPOSITE
PANEL THICKNESS PLUS 1" MIN.)
EXIST, COMPOSITE
PANEL ROOF #10 TEK SCREW W1 1-1/4"0 NEO-PRENE
WASHER @ 8" O.C. PER PANEL (USE
SCREW LENGTH EQUAL TO COMPOSITE
PANEL THICKNESS PLUS V MIN.)
EXIST. COMPOSITE
PANEL ROOF
2x—SMB / PATIO --' — — — r— I
EDGE / END BEAM PER PLAN 0 p 0 --� 2x— SMB / PATIO
I ,.EDGE / END BEAM PER PLAN
2x2x. 125x BEAM DEPTH —/ 11 (4) #10 X 4" INTO SCREW BOSS
ANGLE w/(3) #10x3/4" EA. LEG i i
2x PATIO UPRIGHT PER PLAN I I 2x PATIO UPRIGHT
I
I I PER PLAN
OPTION #1 OPTION #2
COMPOSITE PANEL ROOF, POST,
AND EDGE/END BEAM CONNECTION DETAIL
FASTEN SMB TO RECEIVING
CHANNEL W/ #10x3/4" TEKS
SCREW / INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
2X SMB PER PLAN
MIN. 060 RECEIVING CHANNEL—J ALUMINUM
FASTENED TO POST W/ #1 Ox3/4" TEKS POST
(I SCREW / INCH OF BEAM HEIGHT) PER PLAN
STAGGERED
BEAM TO POST CONNECTION
2X EDGE / END BEAM
PER PLAN
2" X 2" X 1/8" X'BEAM DEPTH'
RECEIVING CHANNEL
W/ (1) 1/4"0 LAG SCREW
W1 1-1/2" EMBEDMENT MIN.
INTO WALL AND (4) #10 X 3/4"
TEK EACH SIDE INTO BEAM
EXISTING WOOD
FRAME WALL
EL91M
I 2X2 MIN. I
HINGE LOCATION
Z Z
< T
CL
Uj
IL
HINGE LOCATION
HINGE LOCATION—' �Z
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 X 3/4"
TEK SCREW MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W1 (2) HINGES
MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4"
TEK SCREW, FASTEN A 1 "X2"X0.044" TO UPRIGHT
W1 #12 X 1-1/2" TEK SCREW @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
2X EDGE/END BEAM
PER PLAN
— 1/4"0 LAG SCREW
W/ 1-1/2" EMBEDMENT
MIN. 6" � ROM ENDS
AND 24 O.C.
2" X 2" X 1/8" X'BEAM DEPTH'
MMP-
RECEIVING CHANNEL
W/ (2) #10 X 3/4" SMS INTO ALUM.
MEMBER & (4) #10 X 3/4"
1X OR 2X
SMS EACH SIDE INTO BEAM
PER PLAN
EDGE / END BEAM TO
HOST STRUCTURE DETAIL
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
NX1111fill, /
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Uj
0
iENGI,%��VF�C;OVD:
David W. Smith RE.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St
Zephyrhills, fl. 33542
Phone: (813)838-0735
Website: www,fbcplans.com
C.O.A. - #29054
DATE: 08/21/2023
DRAWN BY: MARK DUNN SR,
EXISTING ALUM.
FRAME WALL
REVISION:
DATE:
RO 1
00
RO 2
0 0 7"7#,0X2-3/4"SMS FOR 2x
RO 3
RO 4
#10 X 1-3/4' SMS FOR lx_,
MIN. 6" FROM ENDS
AND 24" O.C.
4IX��
JOB NAME &ADDRESS:
DE JONG
OR 2X
PER PLAN
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPHYRHILLS, FL 33540
CONTRACTOR:
SUNSTATE ALUMINUM
SCREEN ROOM DETAILS
S-3
2X ALUM
PER PLAN
1/4" STRUCTURAL GRADE THERMO-PLY
SHEATHING OR.024 MIN. ALUMINUM
COIL FASTENED TO ALUMINUM FRAMING
W1 #10 X 3/4" TEK SCREW @ 8" O.C. COVER
WITH VINYL SIDING PER MFGR'S SPECS.
2X ALUM. POST @ 16" O.C.
1X OPEN BACK. PER
SCREEN
FASTEN 1X OPEN BACK TO WOOD DECK
WITH 1/4"0 LAG SCREW @ 24" O.C.
BETWEEN COLUMNS W/ 1-1/2" EMBEDMENT MIN.
AND 3" EDGE DISTANCE MIN,
Of
LU
0-
z
SCREEN
0.060" MIN, RECEIVING CHANNEL
TOP AND BOTTOM OF POST
ATTACH RECEIVING CHANNEL
W1 #10 X 3/4" REK SCREW @ 12" O.C.
FASTEN TOP AND BOTTOM OF
POSTS TO RECEIVING CHANNEL
W1 (2) #10 X 3/4" TEK SCREW @
EACH POST
FASTEN RECEIVING CHANNEL TO WOOD DECK
WITH 1/4"0 LAG SCREW @ 24" O.C.
BETWEEN COLUMNS W/ 1-1/2" EMBEDMENT MIN.
AND 3" EDGE DISTANCE MIN.
ANGLE OPTION RECEIVING CHANNEL OPTION
ALUMINUM INFILL FRAMING AND VINYL SIDING DETAIL
kwon
FASTEN RECEIVING CHANNEL TO
ALUM. POST W1 (2) #12 X 3/4" TEK
SCREW, STAGGERED, EACH SIDE
FASTEN ANGLE TO ALUMINUM
POST W1 (2) #12 X 3/4" TEK SCREW
EACH SIDE
FASTEN ANGLE
TO CONCRETE HOST
W/ (1) 3/8" 0 MASONRY ANCHOR
W1 2-3/4" EMBEDMENT MIN.
-OR-
TO WOOD HOST
W/ (1) 3/8" 0 LAG SCREW
W1 1-1/2" EMBEDMENT MIN.
EACH SIDE
2X ALUMINUM POST
PER PLAN
1,10 Ill
CONCRETE OR WOOD HOST
ATTACH 2x2x POST DEPTH X .062 MIN. REC.
CHANNEL W/ 1/4" 0 MASONRY ANCHOR
W1 2-3/4" EMBEDMENT MIN. TO CONCRETE HOST
-OR-
1/4" 0 LAG SCREW W1 1-1/2" EMBEDMENT MIN. TO
WOOD HOST 6" FROM EACH END AT 24" O.C.
2" X 2" X'POST DEPTH'X 0. 125"
ANGLE, EACH SIDE
FOUNDATION IF USING LAP SIDING
OPTION #2
0 ' 062" MIN. ALUM. INTERNAL OR
EXTERNAL RECEIVING CHANNEL
1X OPEN BACK
OPTION #1 —
W/ (4) #10 X 3/4" TEK SCREW
ALUMINUM
I
I INTO BEAM OR UPRIGHT AND
POST
(4) #10 X 1-1/2 j
(2) #12 X 3/4" TEK SCREW EACH
PER PLAN
TEK SCREW INTO
LEG INTO 2X2 OR 2X3 GIRT OR
SCREW BOSSES
PURLIN OR (3) #1 2X3/4" TEK SCREW
IX OPEN
I EACH LEG INTO 2X4 GIRT OR PURLIN
BACKFASTEN
TO ALUMINUM
POST W/ #10 X 1-1/2"
TEK SCREW, 3" FROM
2"X PER PLAN I
I 2"X — PER PLAN
TOP AND BOTTOM
_;1
AND 12" O.C.
ip_
"WRIOVAN0 twk Iffaelm Elect 111-A"I
(4) #10 X 2" INTO SCREW BOSS
1/4" 0 LAG SCRE
6" FROM END AND 2
O.C. BETWEEN COLUMr
W1 1-1/2" MIN. EMBEDMEt
C:0nf\IT WIMA/
0D60" MIN, ANGLE CLIP—
W/ (2) #12 X 3/4" TEK UPRIGHT OR BEAM,
I SCREW EACH LEG FOR I
2X2 OR 2X3 & W/(3) I OR HOLLOW
#12X3/4" FOR 2X4 LI SNAP OR SELF MATING
j
OPTION #3
CHAIR RAIL AND GIRT CONNECTIONS
Qlr')r- \/IC=\A/
E191M.
DECKING
FLOOR JOIST
PERIMETER
STRINGERS
ALUMINUM COIL KICK
PLATE ATTACHED TO
ALUMINUM MEMBER
W/ (1) #10 X 3/4" TEK
SCREW @ 12" D.C.
ALUMINUM COIL
KICKPLATE
UPRIGHT OR BEAM
SNAP OR SELF
MATING OR HOLOW
IF VINYL SIDING USE
MIN. 2x2x.044 VERTICAL
RIGHTS, 24" D.C. MAX.
ATTACHED w/2x2x.062 MIN.
ANGLE w/(2) #100/4" TEK
SCREWS PER FLANGE @ TOP
& BOTTOM OF UPRIGHT.
ALUMINUM COIL OR VINYL SIDING KICK PLATE
2x3 ALUM. UPRIGHT PER PLAN
2" X 2" X 0,125" ANGLE
(3) #10 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
OR 1X3 O.B. (TYP EACH SIDE)
1X3 O.B.
(TYP. EA. SIDE)
(1) 3/8"0 LAG SCREW W/ 2" MIN.
EMBEDMENT THRU ANGLE & O.B.
INTO WOOD DECK AS SHOWN
OR THRU ANGLE INTO WOOD DECK
& 1/4"0 x 1-1/2" MIN. EMBEDMENT
LAG SCREW THRU O.B., 6" FROM
ENDS & 24" O.C. BETWEEN UPRIGHTS
(TYP EACH SIDE)
wmw=wnma��r r�
114:4113
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
E,4
r1b '0
z Z'
C)
ENGINMhM RRWRD:
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone; (813)838-0735
Website: www.f1hplans.corn
C.O.A. - #29054
DATE: 08/21/2023
DRAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
RO 1
RO 2
RO 3
R04
DE JONG
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPHYRHILLS, FL 33540
iffeligum
SUNSTATE ALUMINUM
SCREEN ROOM DETAILS
S-4
L+
OPTIONAL
OVERHANG
DBL. P.T. 2X_-
PERIMETER JOIST
P.T. 2X_ FLOOR JOIST -
AT 16" O.C.
DBL. P.T. 2X_ GIRDER
BELOW FLOOR JOISTS
FASTEN EVERY 3RD FLOOR JOIST•
TO DBL. GIRDER W/ SIMPSON
H2.5A OR EQUIV.
FASTEN PER MFGR'S SPECS.
(ONLY AT MIDDLE DBL. GIRDER
CONNECTIONS)
FASTEN WOOD DECKING
W/ 8d GALVANIZED NAILS,
2 PER BOARD AT EVERY JOIST
FASTEN COMPOSITE DECKING
W/ #10 X 2" SCREWS,
2 PER BOARD AT EVERY JOIST
FASTEN 3/4" PLYWOOD SUB -FLOOR
W/ GLUE AND NAIL TO JOISTS
W/ 8d GALVANISED NAILS 6" O.C.
AT EDGES AND 12" O.C. IN FIELD
FASTEN FLOOR JOIST TO DBL. FASTEN EACH FLOOR JOIST
12" PERIMETER JOIST W! SIMPSON TO DBL. GIRDER W/ SIMPSON
MAY LUS HANGER OR EQUIV. � H2.5A OR EQUIV.
FASTEN PER MFGR'S. SPECS, FASTEN PER MFGR'S SPECS.
z
Q
a
w
d
w
w
O
I
I
zt
S'
'S'
OVERALL LENGTH PER PLAN
WOOD DECK GENERIC LAYOUT
FLOOR JOIST/GIRDER LAYOUT W/ CONCRETE BLOCK PIERS
FREE STANDING DECK - DO NOT ATTACH JOISTS TO HOME.
DECK MAY BE CONSTRUCTED WITH GIRDERS RUNNING PARALLEL OR PERPENDICULAR TO HOME
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON H2.5A FL10456
SIMPSON LU/LUS FL10531
JOIST
SPAN (W)
PT 2x6
9' MAX
PT 2x8
12' MAX
PT 2x10
14' MAX
PT 2x12
16'-6' MAX
NOTE:
ALL CONNECTORS AND FASTENERS
IN CONTACT W/ TREATED WOOD
SHALL BE ZINC COATED GALVANIZED
STEEL OR SIMPSON 'ZMAX'
111113100111254KIM1100021142 2
GIRDER SIZE
DECK JOIST SPAN < OR= TO (FEET)
6'
8'
10'
12'
(2) PT 2X6
6'-11'
5'-11'
5'-4'
4'-10'
(2) PT 2X8
8'-9'
7'-7'
6'-9'
6'-2'
(2) PT 2X10
10'-4'
9'-0'
8'-0'
7'-4'
(2) PT 2X12
12'-2'
10'-7'
9'-5'
8'-7'
I HEREBY CERTIFY THAT I HAVE REVIEWED
DBL, P.T. 2X6 GIRDER
THIS PLAN AND FOUND IT TO BE IN
4" X 16" X 16" CONCRETE
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
PAD OR ABS PAD
BUILDING
DBL PERIMETER JOIST
_
—III—
xxtilli/l, ,
1
� , ID E A
FASTEN FLOOR JOIST TO DBL.
III —I (=1
�;®�
PERIMETER JOIST W/ SIMPSON
50
LUS HANGER OR EQUIV,
III=) I= ((
FASTEN PER MFGR'S. SPECS.
LLI R �.
HI I —I —III
e
_ _
III
® w
100
2X6 FLOOR JOIST
RO it
..:®
AUGER ANCHOR W/ 32" EMBEDMENT MIN.
EN
AND ASTM #123-89A STRAP OR EQUIV.
RATED 3000# UPLIFT SECURING DBL.
�p� � 7$01
DECKING OF CHOICE
GIRDER GIRDER PER MFGR'S SPECS.
TYPICAL AT EACH PIER
David . lth P.E.
FLORIDA LICENSE NUMBER: 53608
FASTEN EVERY 3RD FLOOR JOIST
`-1/2" WEDGE ANCHOR W/ 3" EMBEDMENT MIN.
FLORIDA LICENSE NUMBER: 38654
TO DBL. GIRDER W/ SIMPSON
AND ASTM #123-89A STRAP OR EQUIV.
H2.5A OR EQUIV.
RATED 3000# UPLIFT SECURING DBL.
FASTEN PER MFGR'S SPECS.
GIRDER PER MFGR'S SPECS.
Ian J. Foster P.E.
1
(ONLY AT MIDDLE DBL. GIRDER
TYPICAL AS SHOWN
CONNECTIONS)
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
4" CONCRETE SLAB
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FASTEN EACH FLOOR JOIST
TO DBL. GIRDER W/ SIMPSON
H2.5A OR EQUIV.
FASTEN PER MFGR'S SPECS.
DBL. PERIMETER JOIST--'' \:TERMITE
8" X 8" X 16" BLOCKS
TYPICAL AT EACH PIER
SHIELD
TYPICAL AT EACH PIER
DECK SECTION
FLOOR JOIST I FLOOR JOIST
SIMPSON H2.5A ( SIMPSON H2.5A
OR EQUIV, GIRDER I I OR EQUIV. DBL GIRDER
GIRDER TO FLOOR JOIST I I DBL GIRDER TO FLOOR JOIST
- DBL -._._.._-....e .......-._..---
FLOOR PERIMETER I I FLOOR FLOOR
I JOIST JOIST I I JOIST JOIST
SIMPSON LUS 26 (2) SIMPSON LUS 26 DBL HANGER OR EQUIV, I HANGER OR EQUIV. FLOOR JOIST
I i I I
FLOOR JOIST TO I I FLOOR JOIST TO
DBL PERIMETER JOIST � -DBL FLOOR JOIST
-
kervices, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone:(813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE:08/21/2023
DRAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
DE TONG
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPHYRHILLS, FL 33540
f � r
SUNSTATE ALUMINUM
WOOD DECK DETAILS
0
(2) 3/8`0 THRU BOLT
WASHER AND NUT�
CORROSION RESISTANT
DBL PERIMETER
OR FLOOR JOIST 4X4 POST
DBL PERIMETER OR
FLOOR JOIST TO 4X4 POST
2"
ALUMINUM NEWEL P
NEWEL POST SECU
TO BASE BY CONTINU,
3/32 MIG WELD AT BOT
POST BASE
TTACH WITH (4) 3/16"0
ASONRY SCREW ANCHOR
1/ 2" MIN. EMBEDMENT AND
1/2" MIN. EDGE DISTANCE
2" X 2"
ALUMINUM NEWEL POST ATTACH W1 (4) 3/8"0 X 2-1/2"
NEWEL POST SECURED LAG SCREWS INTO JOIST
TO BASE BY CONTINUOUS WOOD DECK PLANKING
3/32 MIG WELD AT BOTTOM-\
V
JOIST
POST BASE TO WOOD DECK
CONNECTION DETAIL
TYPE 1 STANDARD ALUMINUM MAXI -RAIL DESIGNED
TO WITHSTAND 200LBS OF LATERAL LOAD
EACH PICKET ATTACHED TO TOP AND PICKET SIZE AND SPACING SHALL NOT
— — —
BOTTOM RAIL W/ (2) #1 Ox3/4" ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER
CORROSION RESISTANT SCREW R FBC R312
I I
NEWEL POST 6'O.C. MAX.
I I
TYPICAL
j
a-
< FOR ALUMINUM
OR VINYL RAILING
o
<
1
CO
WOOD DECK
NEWEL POST TOP AND BOTTOM RAIL ATTACHED
FASTEN TO CONC. TO NEWEL POST OR STRUCTURAL
P.T. 2x12 STAIR STRINGERS SEE "POST BASE POST PER PLAN WITH 1-1/2"x1-1/2"x3/16"
CONNECTION DETAIL" ANGLE W/(2) EACH FLANGE #10x3/4" TEKS.
ATTACHMENT TO BE MADE AT UNDERSIDE OF RAILING
PLAN VIEW RAILING DETAILS PER FBC
7TH EDITION - R311.7
FOR ALUMINUM TOP AND BOTTOM RAIL ATTACHED TO NEWEL
OR VINYL RAILING POST OR STRUCTURAL POST PER PLAN
W/ 1-1/2" X 1-1/2" X 3/16" ANGLE
W/ (2) #10 X 3/4"TEK SCREW EACH FLANGE.
ATTACHMENT TO BE AT UNDERSIDE OF RAILING
Co 'n
0
NEWEL POST FASTENED PER
"POST BASE TO WOOD/COMPOSITE
CONNECTION DETAIL"
P.T. 2x12 STAIR STRINGERS
FASTEN TO DBL. 2X PERIMETER
JOIST W/ SIMPSON LU210 HANGER OR
ML26 OR L50 ANGLE OR EQUIV. ON
INSIDE CORNERS PER MFR'S SPECS
OR BOLTED TO POST w/(2) 3/8" THRU
BOLTS, NUTS & WASHERS
TRIANGULAR OPENING SUCH THAT
A 6" 0 SPHERE WILL NOT PASS
PER FBC R312 EXCEPTION
TOP AND BOTTOM RAILL ATTACHED AT
EACH PICKET W/ (2) #10 X 3/4" TEK SCREW
f PICKET SIZE AND SPACING SHALL NOT ALLOW
PASSAGE OF A 4" 0 SPHERE PER FBC R312
/—NEWELPOST NOTE: STEPS WITH THREE OR LESS RISERS DO NOT
TYPICAL REQUIRE HANDRAIL STEPS WITH FOUR OR MORE
RISERS SHALL HAVE HANDRAIL ON AT LEAST ONE SIDE
OF EACH CONTINUOUS RUN OF
TREADS - R311.7,8
RISER HEIGHT = 7-3/4' MAX.
HEIGHT DIFFERENCE BETWEEN RISERS
SHALL NOT EXCEED 3/8"
TREAD DEPTH = 10" MIN.
o (NOT INCLUDING NOSING)
#2 SYP (SOUTHERN YELLOW PINE) TYPICAL
A NOSING NOT LESS THAN 3/4" AND NOT
NOTE:
MORE THAN 1-1/4" SHALL BE PROVIDED
ALL STRUCTURAL HARDWARE
ON STAIRWAYS WITH SOLID RISERS.
COMPONENTS FASTENED PER
chi EXCEPTION: A NOSING IS NOT REQUIRED
MANUFACTURER'S SPECIFICATIONS
"Mr-mr- THE TREAD DEPTH M 10 ILA MIN. OF 11 .
NEWEL POST FASTENED PER
"POST BASE TO CONCRETE
CONNECTION DETAIL"
I CONCRETE Ik I
— P.T. 2X TREADS FASTEN TO STRINGERS
W1 (4) 16d NAILS EACH CONNECTION
FOR COMPOSITE FASTEN TO STRINGERS
W1 (4) #10x2" SCREWS EACH CONNECTION
ATTACH STAIR STRINGERS TO CONC.
w12x2x1/8` ANGLES SECURED WITH
1/4"x2' TAPCON INTO BOTTOM FLANGE
AND (2) #10x1" SCREWS INTO TOP FLANGE
RAILING/STEPS DETAILS PER F13
7TH EDITION - '311.7 I
TYPE I STANDARD ALUMINUM MAXI -RAIL DESIGNED
TO WITHSTAND 200 LBS OF LATERAL LOAD
PRODUCT APPROVAL CODE CHART 11
STRUCTURAL COMPONENIL____,
SIMPSON ABU44 FL1 0860
SIMPSON L50 FL10446
SIMPSON LUS26 FL10531
SIMPSON LU210 FL10531
SIMPSON ML26 FL10446
NOTE:
ALL CONNECTORS AND FASTENERS
IN CONTACT W/ TREATED WOOD
SHALL BE ZINC COATED GALVANIZED
STEEL OR SIMPSON'ZMAX'
NOTES ALUMINUM STURCTURAL RAILINGS OR
OTHE COMMERCIAL MANUFACTURED RAILING
THAT MEET FLORIDA BUILDING CODE REQUIREMENTS
AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER
MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN,
STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH
FBC 7TH EDITION SECTIONS R311 AND R312
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
lb
Ui z Oft
C)
'1V
ME
1:13
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone: (813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 08/21/2023
DRAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
I 11�10,1 ��>sr�
DE JONG
EMERALD POINTE MHP
3517 PERIDOT LANE
ZEPFIYRHILLS, FL 33540
LU-01awlywals
SUNSTATE ALUMINUM
WOOD STEPS & RAILING
S-