1734 MARITIME OAK DR - NEW HOME PERMIT r."
" i;; '' ° '
CITY OF ATLANTIC BEACH
-'11-01319
A j 800 SEMINOLE ROAD
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-SFR-2831
Job Type: SINGLE FAMILY RESIDENCE
Description: new single-family construction
Estimated Value: $450,000.00
Issue Date: 1/11/2017
Expiration Date: 7/10/2017
PROPERTY ADDRESS:
Address: 1734 MARITIME OAK DR
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: RIVERSIDE HOMES OF N FL
Matthew Alan Roberts, CBC1254135
Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS
Phone: - -
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $765.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,530.00
ISTATE DBPR SURCHARGE $22.95
STATE DCA SURCHARGE $22.95
§;Par AT4C5-N71f l'i\I IVI (VORDANCE YI'11'`CI.Y` TIN OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
QIIIIISING CODES.
x_;�,f------,/,,J CITY OF ATLANTIC BEACH
\S ,J
' 800 SEMINOLE ROAD
; , ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Oi l>f
WATER CONNECT/TAP & $185.00
METER
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV $1,140.00
CHG
WATER CONNECT/TAP & $185.00
METER
Total Payments: $8,100.90
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH OFFICE COPY
800 Seminole Road,Atlantic Beach, FL 32233
Office (904)247-5826 Fax (904)247-5845
Job Address: 1734 Maritime Oak Drive Permit Number: 110
Legal Description Lot 113 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E.124 Parcel# 169505-1860
Floor Area of Sq.Ft. Sq-.Ft
Valuation of Work$450,000 Proposed Work heated/cooled 2378 non-heated/cooled 467
Class of Work(circle one): 411110 Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
iesi ential
If an existing structure,is a fire sprinkler system installed? (Circle one): T2s o N /A
Florida Product Approval#
For multiple products use product approval form 2
Describe in detail the type of work to be performed:New construction- SFR `V 1� 0 d
DEC Ell
192016
Property Owner Information:
Name: Riverside Homes of N. FL,Inc Address: 12276 San Jose Blvd., Ste. 20
City Jacksonville State FL Zip 32223 Phone 904-503-7055
E-Mail or Fax(Optional) lbishop@myriversidehome.com
Contractor Information:
Company Name: Riverside Homes of North Florida, Inc. Qualifying Agent: Matthew Roberts
Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223
Office Phone 904-503-7055 Job Site/Contact Number_SameFax#N/A
State Certification/Registration# CBC 1254135
Architect Name&Phone#Michael Stauffer 904-471-2552
Engineer's Name&Phone#Hulsberg 904-886-2401
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six f6)months at any time after
work is commenced. I understand that separate permits must be secured for ElectricalWork,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
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 WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this
type of ork will be complied with whether specified herein or not. The granting ofa permit does not presume to give authority to violate or cancel the provisions
of any other federal,state,or local law regulating construction or the performance of construction.
Signature of Owner ;�yi� Signature of Contractor
Print Name ,itt `.0 io Print Name ua pjQ,e,V
Sworn to and subscribqd before me Sworn t9 and subset tied before me
this 1(o Day of bV.Gn f, 20 ( (c, this 1(4 ay of ba;:jjo
otary public Nry u tP ►Y L
Revised 01.26.10
'''''' LINDSEY M.BISHOP
ICON Notary Public-State of Florida Ar°"sLINDSEY M.BISHOP
Commission 4t FF 94E204 v: Notary Public State of Florida
FOF My Comm.Expires Jan 19.2020 y P Commission#F FF 946204
s'�' 11•P:t;" M Comm.Expires Jan 19,2020
0"vyri, City of Atlantic Beach APPLICATION NUMBER
c+
Js : 1 Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445 ISD �5r V--—a3 (
Phone(904)247-5826 • Fax(904)247-5845 1
0:3 9? E-mail: building-dept@coab.us Date routed: la l I Ci t'.b
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
*1\3
Property Address: \ �3y K&S t4mL- DAV- 131 De. . • - t review required Yey/No
Qp ,,��,`` :uildin. Y"
Applicant: c- ,L 1V T lu rk 'Inning &Zonin�
Tree Administrator
�� St.1\ Q- �A Cl,�l S\ tL*
Project: t� �� y t�
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUI S ING ,/y� /
PLANNING &ZONING Reviewed by: / / ` Date:( 3'/7
TREE ADMIN. Second Review: Approved as revised. Deni
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: Approved as revised. ['Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
01..Anrf, City of Atlantic Beach APPLICATION NUMBER
:' Building Department
r (To be assigned by the Building Department.)
t
800 Seminole Road
�r Atlantic Beach, Florida 32233-5445 1k0 -s ;43 I
AZ � Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: Ia I (G( ' I.t�
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
I_o-t *I k3
Property Address: 'k ��S ��m�Da- ad . Depadme0 review required Yes No
QQ uildin
Applicant: .\riviS nninq &Zonirig
Tree Administrator
Project: (\-e--3 LOf1.S- ut.c— is Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
_
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: NApproved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by:d t A.-- Date: C j..��t
TREE ADMIN.
Second Review: ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
1-tv�,,,, City of Atlantic Beach APPLICATION NUMBER
�S r `' Building Department
s� (To be assigned by the Building Department.)
-- a .. 800 Seminole Road r
s) Atlantic Beach, Florida 32233-5445 '""x `� �' Iko —S`�-'a 3 I
x Phone(904)247-5826 • Fax(904);
\s rSy,vr ,
� ,J, City of Atlantic Beach
APPLICATION NUMBER
.- t‘ Building Department4
(To be assigned by the Building Department.)
Fh0 Seminole Road ,,ms�ss
antic Beach, Florida 32233-544 �..,�r , ,!-. 1 IlD r�—a�3 I
one(904)247 5826 Fax(904 . 7-5845
_,..1.01110. E-mail: building-dept@coab.us DEC Date routed: Ia I I C( 1 (k
City web-site: http://www.coab.us 9 2��6
J
Vi
APPLICATION RE EW AN-D-1-RACKING FORM
L-0t *I(3
Property Address: 1 "i3 L1 K&q( t-(-Amt_DM- 01 . De• • . •1 • t review required Yes No
pQ :uildin•
Y�
Applicant: VL-4S. AL .\(S 'l.nninq &Zoning)
Tree Administrator
Project: (\t-L 11 /2.-- A Cl�(l•SSc L.(* r- c Works
J (Public Utilities
Public Safety
Fire Services
Review fee $ S a Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APP CATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: 1 21211 r>G
TREE ADMIN. Second Review: A roved as revised.
�� ❑ pp ❑Denied.
C WOG`t ,. mments:
PUBLIC UTILITIES
i2r/9 -/6
P BLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ['Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
J ,�
''' `; � ;; 'ss� CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
!.)V v 1200 Sandpiper Lane
‘40.21911-
� ATLANTIC BEACH,FL 32233
Jai 1 9 r (904) 270-2535 or (904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: /Z-/ - /t Project Address: /734( Y'/42(1IIM E 6'4( r
No. of Units: ( Commercial Residential V Multi-Family
New Water Tap(s)&Meter(s) Meter Size(s) 3/c/ ,f
New Irrigation Meter ✓ Upgrade Existing Meter from to (size)
3
New Reclaim Water Meter IV Size 'KNew Connection to City Sewer
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# /(o —S F12- 28 3/
Water System Development Charge $ / /'/a,
Sewer System Development Charge $ ��) . Ck
Water Meter Only $ /RS,, ea
Reclaim Meter Only $ M8$: CO
Water Meter Tap $ (notes)
Sewer Tap $
Cross Connection $ L.S , DQ
Other $
TOTAL $,s 4,O, Oa
APPROVED: Kayle Moore, PE —(M
(Deputy PW Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
,,,,;1:;,-,1-,:,,,
CITY OF ATLANTIC BEACH
j
���- CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
�\ 800 Seminole Road 904-247-5800
''':.0Atlantic Beach,Florida 32233-5445 Fax 904-247-5845
PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION.
Date t\' 1 Le ' Imo` PERMIT#
Job Address \1 `-{' POC t'IfiN� ea-1,--• D(\'-�– ISSUED BY THECITY
,2
Permitee: k 1VQ.r1& 4O(YRS O. N. fL.)INC • Telephone# `� --�)3 Q j5
Permittee Address: Iac-7(? SO.NJOSQ BW6) 1 Ia(b, 6oNV i i!Q1 gL 3.Daa3
Requesting Permission to Construct: ��1J C!E 4 *t U.CA 1Ot\ 1- SVIK
Location: (Reference to Cross-Street)
1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes ( ) No ( ) Date:
Bell South Telephone Company Yes ( ) No ( ) Date:
Ferrell Gas Yes ( ) No ( ) Date:
Comcast Yes ( ) No ( ) Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach • Florida
Dert pent of Transportation Standards and be
performed under the supero I.on of i f (Contractor's Project
Superintendent) located at kJ-Net-5i 2 CY12.3 Telephone#: r�03•'-1QS5
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city
Right of Way are to be included with this application.
7. This permittee shall commence actual construction in good faith with 30 days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of P =tic Works shall be notified twenty-four (24) hours prior to starting work and again
immediately u•• or pletio .
OWNERk--_
Signed: ♦. Date: I I•I tv '11,.
Before m is i day of a , ii..... in the ounty of Duval,
State Of Florida,has personally appeared Oe d C. Wo•_.. - ----
Notary
—Notary Public at Large,State of Florida,County of Duval. .
My commission expires: �� , i 'erson-
Produced Ident7 atio . "'
LINDSEY M.BISHOP
. i , Notary Public-State of Florida
Commission N FF 946204
•,,, o.:,,, My Comm. Expires Jan 19,2020
10IY Afe:i4.sit Odnxj-e -JP/e - 4E1
14-1113
u 60 ,cyoa
4,2re s'U XYZ = 400 246c
iY
n(- Fd k.1'' Z 3v
step :1J(3
4j27.1f--K-la, /7 "3J3 .fid 06
ktve ' 22si -r 4, t
diAlkaAi 1-$14- -
a,ryZ,r .? 3/2
R.O.W. Permit Attachment of for
R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233
Owner's Name: *tt i(e. j me'S of 14• 17;7--
Property Address: 113►. nr17tkci-si.- ORAL-DNA, Q.
hAnskt;L,`Recaii Rr 32?-33
Subdivision: 1-1 >>s_ txcch u v 0 CI wl-,
Lot#/Block#: (13
R.E. #: )4q5b5 -18-60
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this Roo day of
, 20O, by Atlantic Beach, Florida, a municipal corporation organized and existing
under the laws of the State of Florida, hereinafter referred to as "CITY" and 1 I vers62_ .%- omes
of Atlantic Beach, Florida, hereinafter referred to as"USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached).
This work is generally described as: N LW C N..5krukci - 12
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to
USER shall be given by certified mail, return receipt requested, to the following address:
I a a- Sous Jose 13146 &tj 4 WO, Jae c NV t I le, rL_ 3.1aa3
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes, Land Development Code, and all other land use and code requirements of the CITY, including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials, but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Page 1 of 2
The USER, prior to making any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change
within thirty(30) days after the day of completion.
This permit shall insure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rights-of-way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities are hereby assumed by the USER.
DATE P , r . NED this (t day of lvp Xn.b 2f , 204\0
By 1..40L •
Pr r�r - -
signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this to day of 'NU , 204 perszly personallyappeared before me, a Notary
Public in and for said County and State, has 1A1 , the property owner of
\\ , Atlantic each, Florida, known to me to be the person(s)
described in and who executed the foregoing instrument; who acknowledged to me that he or she
executed the same freely and voluntarily and for the uses and purposes therein mentioned.
_ _ _ - --- - - - - - - - - --
Notary Public i r said County State s„.1 e; LINDSEY M.BISHOP
i �� c Notary Public-State of Florida
Vox Commission N FF 948204
CITY OF ATLANTIC BEACH,FLORIDA, a a . My Comm.Expires Jan 19,2020
municipal corporation:
Approved:
/ ,000.9
' ' -•-r, Pub c Works Director
tc a(c a. a�60v,fe
For Permits where city sidewalk is impacted,
City Manager approval required:
Jim Hanson, City Manager
• Page 2 of 2
OFFICE COPY
DO NOT WRITE BELOW- OFFICE USE ONLY
pp ica e o es: 201 I FLORIDA BUILDING CODE
Review Result (circle ones
pproved Disapproved Approved'w/ Conditions
Review Initials/Date: )11(.`; l- 3 -/ 7
Development Size
Habitable Space a373- s.i Non-Habitable S.F
Impervious area
Miscellaneous Information
Occupancy Group c'-3
Type of Construction V (S
Number of Stories 2
Zoning District ii(Sc L. Po n
Max. Occupancy Load
Fire. Sprinklers Required
Flood Zone ?(
Conditions/Comments:
1 S Yt�1:1ys
OFFICE COPY
City of Atlantic Beach
Complete Plans Checklist
va
1 Cr! 13 1-13`-i ITICL"ft m-e Oak_ De, ��--
Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5)
sets of Site Plans. (Note: Commercial projects will need (3)sets of signed and sealed plans; one to be sent
to Fire Department for review.)
❑Cover Page:
o Address of project
o Occupancy Class: For One &Two family"Group R-3".
o Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code
and COAB Code of Ordinances. Energy forms as required by Florida Energy Code.
o Index of all drawings & attachments and all pages numbered.
o Printed name, contact info, date and signature of person responsible for the design of the structure.
❑ Site Plan (Legal Survey):
o Distance of proposed house to property lines
o A/C compressors, generators, LP gas tanks, pool equipment etc.
o Driveways, walkways, patios...
o Impervious Surface Area (lot coverage) calculations—tabulation of all impervious areas required
o Drainage plan with supporting on-site water storage calculations, and location of easements.
Contact Public Works for information on On-Site Storage requirements for added impervious surface area.
❑ Erosion & Sediment Control Plans (Can be included on Site Plan/Survey):
• Silt fence location, construction detail and maintenance plan.
• Installation must be inspected and approved by Public Works before any site work is started.
o Inlet protection (if existing storm water inlets are adjacent to property.
❑ Construction Site Management Plan (Can be included on Site Plan/Survey):
o Location of any proposed demolition
o Grading &drainage surface water management plan
o Onsite &offsite parking for construction workers
o Location of temporary fencing with height and screening indicated
o Location of(Atl. Beach franchise approved) dumpster. Location of construction trailer&chemical toilet.
COAB Code of Ordinances—Sec.6-18
❑ Foundation Plan:
o Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for
the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string
stretched from marker to marker to verify required setbacks."
Cl Floor Plan:
o Size and arrangement of all rooms and intended use.
o Locate air handlers, fireplaces, water heaters, attic access, etc.
o Label accessible 151 floor bathroom, egress, windows etc.
❑ Elevations --
CUA((
El Structural Engineering: � r- ��-----
Vsk
o Structural design criteria, loading requirements indicated.
o Shear Wall plan.
o Size all beams, headers and support requirements. i; DEC 1 6 2016 ,;r
o Detail uplift& load path connections.
o Engineers embossed seal required.
o Supporting structural calculations included.
'07 FBC-Sec.1603
❑ Roof Plan:
o Indicate how attic is to be ventilated.
1
•
❑ Sections and Details:
o Typical wall sections for each dissimilar wall type.
o Stair sections with guard and handrail details.
o Balcony guardrail details.
❑ Electrical Plan:
o Riser diagram including size and type of service entrance conductors
o Location of all receptacles, switches and the distribution panel.
o Required plan note: "All electrical wiring to be in accordance with '08 NEC. Provide arc-fault circuit interrupters in
all bedrooms per article 210-12."
❑ Plumbing (please note if the following applies):
o New or existing private well on property
o Irrigation to be installed
o Irrigation meter desired
2
SITE PLAN
LOT 113 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
GRAPHIC SCALE
30 0 15 30 �,�
01
-J 1\
Z..
( D FEET ) ��'-
1 inch = 30 ft �Xa
rye \. %
f?j
tititi rs0. O
\
':>%,. �j
. 5.00' \ ., rCI
\ �ti2 \
10.33' zia l% 'W.\9• (i1 5.00' A .***,\5'<.,,
. eV''''' d6 e. I ������,*s•• \ ND-
GIB4
5.00' .1i \. 4- 9 r 6,`e._ •���V�„�, �' :.4�,. �\
-\7-
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44) /21,,,,a13%�> *" , r
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5.00' �0 // fa., ` MANN***e•-,811 vo
LINE TABLE 'O410 \,(1,\ 0.50',1��,�
UNE DIRECTION 1>:Nc1H
L 101 sslae'se'w 60.00 J /
L2(P) ss110'5e-w 60.00
L 3(P) N7e23'o4"W 60.00 4. 20.5 /10b0 / M
titi
/ O`�
ti
\ ` lJ DENOTES CHEMICAL TOILET
. .)— DENOTES FUTURE 4" TREE
=mug=
1.BEARINGS ME BASED ON THE CENIERUNE OF uu00E OM0wv_c AS BONG N3613'04'W. '•i DENOTES PROPOSED CONCRETE
OFFICE COPY
Atlantic Beach Country Club lot 113
1734 Maritime Oak Drive \I
Atlantic Beach, FL 32233 DEC 1 6 2016 ,'i�
1
Single Family Detached-Group R3
2014 Florida Building Code
Michael Stauffer
1093 A1A Beach Blvd.,Ste. 330, St. Augustine Beach, FL 32080
(-- SITE PLAN
LOT 113 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
9
GRAPHIC SCALE
30 0 15 30 Ns OFFICE COPY
,Sb
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r=-=,- Job Information
Builder:
Homes Job#: J160626
= B: te12033
(904)503-7055 ifliell File#:Salesman:Scot Burney
•
Designer: Ashley Casey
Manning Building Supplies ,PAGE 1
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com
Sones Residence
Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 12/12/16
1728 Maritime Oak Drive1 Del. Date: / / ,
Atlantic Beach, FL 32233 [ Cover Sheet
i
Truss Level:
PROFILE Orr PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT I RIGF f
elerrSt7t_ 1 5.001 0.00 A01 16-10-08 16-10-08 2 X 4;2 X 8 ! 03-07-15
1IZ1 1 5.00f 0.00 A02 16-10-08 16-10-08 2 X 4 2 X 4 - 04-05-15
® 1 -5.00 0.00 A03 16-10-08 16-10-08 2 X 4 2 X 4 �� 0 �� 05-03-15
® 1 5.00 0.00 A04 16-10-08 18-10-08 2 X 4 2 X 4 11111 I 05-11-14
La 1 5.00 0.00 A05 16-10-08 16-10-08 2 X 4 2 X 4 06-09-14
® 1 5.00 0.00 A06 16-10-08 16-10-08 2 X 4 2X.4 07-03-13
el 8 5.001 0.000 A07 16-10-08 16-10-08 2 X 4,2 X 4 07-04-12
® 1 5.00 0.00' A08 31-11-00 31-11-00 2X4 2X4 07-04-12
® 1 5.00 0.00 A09 31-11-00 31-11-00 2X4 2X4 06-11-15
1 5.00 0.00 A10 31-11-00 31-11-00 2 X4 2 X406-01-15
1 5.00 0.00 All 31-11-00 31-11-00 2 X4 2 X4 05-03-15
.,-.13,--1 >--. 1 5.00 0.00 Al2 31-11-00 31-11-00 2 X 4 2 X 4 04-05-15
asablicmi® 1 5.00 0.00 A13 31-11-00 ; 31-11-00 2 X 4.2 X6 03-07-15
® 1 7.00 0.00 B01 30-11-00 30-11-00 2 X4 2 X 6 04-10-08 -_
AnNi>"- 1 7.00 0.00 B02 30-11-00 30-11-00 2 X 4 2X4 05-06-09 ____---
1�I 1 0.00 0.00 B03 02-06-00 02-06.00 2 X 4 2 X 4 - _-_ -_ 02-00.00
II 1 1 0.000.00 B04 02-06-00 02-06-00 2 X 4 2 X 4 02-00-00
® 1 7.00 0.00 B05 13-09-09 13-09-09+.2 X 4 2 X 4 06-03-12
ZEI 1 7.00 0.00 B06 15-00-00 15-00-00 2 X 4 2 X 4 06-03-12
1 7.00 0.00 B07 30-11-00 30-11-00 '2 X 4 2 X 6' 07-00-15
® 1 7.00 0.00 B08 30-11-00 30-11-00 :2 X4'2 X4 08-03-01
® 1 7.00 0.00 -- B09 30-11_00 30-11-00 2 X 4 2X4_ -- 09-05-01 --__-
ddli 1 7.00 0.00 B10 30-11-00 30-11-00 2 X 4 2 X 4 --_--- 08-04-08
1 7.00 0.00 B11 30-11-00 j 30-11-00 2 X 4 2 X 4 07-02-08
- - 1
re
rlliell
Builder:ld., Ste 120
Job Information
Riverside Homes Job#: J160626
122'16 San Jose Bi
File#:
Jacksonville, FL 32233
(904) 5037055 Salesman:Scot Burney
Designer: Ashley Casey
Manning Building Supplies PAGE
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com -- -
Sones Residence
Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 12/12/16 •
1728 Maritime Oak Drive - - Del. Date: / /
Atlantic Beach, FL 32233 Cover Sheet
......s
Truss Level:
PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT
1 7.001 1 0.00 B12 30-11-00 30-11-00 2X4 2X4 -- _----- 06-00-08
s/ �� 1 7.00' 0.00 B13 30-11-00 30-11-00 2 X4 2 X4 -- 04-10-08
1 7.00' 0.00 B14 30-11-00 30-11-00 2X4 2X4 08-11-03
ZLIi.----1 7.00 0.00 B15 27-11-00 27-11-00 2 X 4
2 X 4 08-11-03
® 1 7.00 0.00 B16 27-11-00 27-11-00 '2X4 2X4 - - 08-04-08
1 7.00 0.00 B17 27-11-00 27-11-00 2X4 2X.4 07-02-08
1 7.00 0.00 B18 27-11-00 27-11-00 2 X 4 2 X 4 08-00-08
-I-
1=15411.266 1 7.00 0.00 B19 27-11-00 27-11-00 2 X 4 2 X 4 04-10-08
/1► 1 7.00' 0.00 B20 ' 05-00.00 05.00-00 2 X 4 2 X 6 02-05-10
18 5.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 04-00-13
6__ 5.001 0.00 J02 05-00-00 05.00-00 2 X 4 2 X 4 02-00.00 - 03.02-13
6 5.001 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4.02-00-00 02-04-13
1 6 5.00 0.00 J04 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 01-06-13
i
2 i 3.54 0.00 J05 08-10-01 09-10-01 2 X 412_X 4 02-09-15 00-00.06 --I--_ 04-00-07
1 3.54 0.00 JO5A 09-10-01 09-10-01 2 X 4 2 X 4102-09-15 •00-00-07 04-00-07
2 3.54 0.00 J08 09-07-01 09-07-01 2 X 4 2 X 4 02-09-15 00-00-07 03-11-09
1 3.54 0.00 JO6A 09-07-01 09-07-01 2 X 4 2 X 4 02-09-15 00.00-07 03-11-09
18 7.00 0.00 J0707-00.00 07-00-00 2 X 4 2 X 4 02-00-00 ! 05-07-01
eZ 8 7.00 0.00 J08 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 04-05-01
8 7.00 0.00 J09 03-00.00 03-00-00 2 X 4:2 X 4 02-00-00 03-03-01
l/- --- 2 X 4 02-00-00 t-
I -----_- - -- 02-01-01
8 7.00 0.00 J10 01-00-00 01-00-00 2 X 4
a0 1 7.00 0.00 J11 02-10-08 02-10-08 2 X 4 2 X 4 02-00-00 --- 03-02-03
4 4.95 0.00 J12 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 00-00-06 05-06-08
4 4.95 0.00 J13 09-07-01 09-07-01 2 X 4 2 X 4 02-09-15 00-00.08 --- _---- - 05-05-04 1
Builder: Job Information
r . .Riverside Homes .cc te120re'lell O` ���� ! Lan: cney
Designer: Ashley Casey
Manning Building Supplies PAGE :,
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com -- —
Sones Residence Phone: (904) 268-8225 * Fax: (9C)4) 260-2981 Report and Delivery Date
DATE 12/12/16
1728 Maritime Oak Drive - -- Del. Date: / /
Atlantic Beach, FL 32233 Cover Sheet
Truss Level:
PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG ® i= 0/A HEIGHT ■
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT
ell04- 04-00-01 2 X 4 2 X 4 1 00-00-07 02-05-05
1 4.95 0.00' J14 04-00-01 -�-- ---_---
E� IS 4.95E 0.001 J15 03-09-01 03-09-01 2 X 4 2 X 4 00-00-07 02-04-01
FLOOR QT`( DEPTH BASE 0/A ENDITYP INT BEARING I CANTILEVER I_ STUB
PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT
01-08-00
1 F01 :30-09-08 30-09-08 a 06-04-12
01-08-00
8 _ F02 30-09-08_ 30-0908
--_.. ------ _---t-
01-08-00 - ------ -
1 F03 30-09-08 30-09-08 Ir n
01-08-00 - - - ---- - ----1 F04 30-09-08 30-09-08 L -_ I
v7 7• vr,7iq 01-08 00 E 3
, 1
-------------5 FOS 18-08-12 18-08-12 ----.-. - �.
I 01-08-00
1 F06 18-08-12 18-08-12 L___---- ---- __. --- ------- ---
ITEMS
QTY PLY ITEM TYPE SIZE LENGTH NOTES
FT-IN-16
23 Hanger HTU26
TYPICAL TRUSS TOP CHORD
OFFICE COPY 2x6 FLATWISE BETWEEN TOP CHORDS
NAIL AT EACH END WITH(3)
- 0.131"x 31/4"NAILS
i OVERFRAME WITH 2x6 RIDGE AND 2x4 RAFTERS
AS REQUIRED TO PLANE ROOF TRUSSES INTO
ADJACENT ROOF. NAIL OVERFRAMING AT
EACH END WITH(3)0.131"x 31/4"TOENAILS
/ PRE-ENGINEERED TRUSSES-
SEE SHOP DRAWINGS BY OTHERS
1
104lik '
'#9% i ,• , 0\ik
H3 CLIP OR EQUAL ;, ♦ A`' , /
TYPICAL EACH TRUSS
\,//// T 10. , 4
2x4 STUDS at 16"oc. 1 •
0 OS* 1 k
2x4 NAILER OVER ROOF -- i ,
SHEATHING.NAILED TO 2x4 Ne,/
1 k
BLOCKING BELOW WITH(2)16d �;r j �10 p
NAILS ;/,
ROOF SHEATHING(INSTALL- ------- -,/o j
j
PRIOR TO INSTALLING NAILER ��% /
_ -1..„,,- AV
2x4 NAILER OVER ROOF \si II �
PLATE NAILED
w/0.131"x 3114"@ 8"O.C. 2x4 FLATWISE @ 24"O.C.BETWEEN TOP
TO BLOCKING CHORDS TOENAIL AT EACH END WITH
NOTE: (3)0.131"x 3 1/4"NAILS
INSTALL 746"OSB RATED SHEATHING ON DORMER NOTE:
WALLS-SHEATHING SHALL BE CONTINUOUS FROM IF DORMER WALL ALIGNS WITH TRUSS
LOWER PLATE TO UPPER PLATE. NAIL @ 6"O.C.ON DO NOT INSTALL BLOCKING AND
EDGES AND 12"O.C.IN FIELD WITH 0.131"x 2)/2"NAILS. ATTACH DORMER PLATE TO TRUSS
WITH 0.131"x 3%4"NAILS @ 6"O.C.
-- CCunrc-
DORMER DETAIL `''No...J.11lll""' DUVAL
S S1l(/
RIVERSIDE HOMES - 64 A ,pri I .` S14/A9:,
!DB NUMBER
,\\ F , 1, -i,.
16.1074
\: * TTULSB1iRG
No.50791 _
STATE OF .:� ENGINEERING, INC.
r {�OF�OR`�Q;. ��,,�� 11481 OLD ST.AUGUSTINE RD.,SUITE#202,JACKSONVILLE,FL.32258
FLOYD S.S •••'��y`ti ,�'� P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com
SCALE:1/2"=r-o FL PE No. I•'• �� r�
O N A� !FL.CERT.#:25846) RELEASE DATE:12-06-16 DRAWN BY CMF
N•nnnun1unW*
4517007
Z • : International Fireproof Technology, Inc. Paint To Protect T'A
c6 i 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588
yd"Ito.7a�
DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it
is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code!
Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF:
w as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated
1 a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other
+ NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test
of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that
Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed
377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC
and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section
either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam
Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3rd party inspection for
Properties Value quality assurance and consistency.
Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF
with a Thermal Barrier Protective Covering)
Color Ice Grey The assembly must remain in place for 15 minutes during specified large-
V.O.C. 47g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880.
Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements
for ignition barrier per AC 377,Appendix X
Specific Gravity 1.30+/-0.05 g/cc Application Equipment
Drying Time @77°F & 50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer.
recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended.
Flash Point None Sprayers:
Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent
PSI: 3000
Shelf Life 1 year from date of manufacture in unopened
containers and stored at 1 0°C to 27°C(50°F to GPM: 1.00
80°F) Tip: 517-521 or equivalent.
5 Gal.Container Weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and
machine
Hose: 3/8"diameter airless spray line for the first 100'from pump
Advantages of Using DC315 SPF and'"x 3'whip
• DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent
• Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300
■ Single coat coverage reducing labor and material costs equaling GPM: 1.35
higher profits Tip: 517-523 or equivalent.
• Industry leading spread rate
PassedFilter: 30 mesh, removal of filter is recommend from gun and
• CAL 1350-safe for use in schools and high occupancy
machine
buildings
• Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump
all 50 states) and'''A"x 3'whip
• Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent
requirements of USDA
• Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300
mixing
GPM: 2.2
■ 1 year shelf life Tip: 517-529 or equivalent.
■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and
• Compatible with any paintable construction material machine
• Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from
• Meets LEED's point requirements pump and'''A"x 3'whip
• No formaldehyde
Pump: (Graco)GH 833 or equivalent
DC 315 is the most tested and approved product in the world for use as PSI: 4000
an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0
Polyurethane Foam(SPF). Tip: 517-529 or equivalent.
Filter: 30 mesh, removal of filter is recommend from gun and
Visit us at our website www.painttoprotect.com to obtain a current matrix machine
of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from
Thermal or Ignition barriers in compliance with current IBC codes. pump and'A"x 3'whip
•
Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data
be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any
requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and
orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC
light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300.
before applying the full application. Flash coating is a quick burst of a
primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all
also recommend flash coating around all pipes and air ducts. times.
Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators
In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face,
IFTI's best practices, installer must obtain all current installation hands and other exposed areas.
documents and complete a daily work record for each and every job and EYE PROTECTION:
for each sequential day a project is underway. Daily work records must Safety glasses,goggles,or a face shield are recommended.
be sent to IFTI within 10 days of project completion. Installation
documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION:
Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the
www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing.
Material Preparation RESPIRATORY PROTECTION is MANDATORY!
DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective
compromise the materials performance and may create issues with clothing are required at all times during spray application.
equipment used for the application of the product. Mechanical stirring
with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally.
recommended. Material should be stirred from the bottom up making
sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if
process to ensure all materials are completely mixed prior to the additional protective measures are necessary.
application. Material should be mixed to a creamy consistency with no
lumps. Thinning is not usually needed, but if the material has been Limited Warranty
exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to
evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be
the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its
If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the
address this issue. purchase price to the original purchaser of this product. Seller will not be
liable for any representations made by any retail seller or applicator of the
Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR
Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER
application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH
may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT
a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER
16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to
www.painttoprotect.com. Some states/provinces do not allow the
Ventilation exclusion or limitation of incidental or consequential damages, so the
When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write
is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von
of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at
changes per hour. Prior to starting a job please be sure to download a ptp@painttoprotect.com
complete current ventilation guide at www.painttoprotect.com
Rev:11/16/2014 12:43 PM
Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation
guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588
� f
OFFICE COPY
EZ, ICC EVALUATION
SERVICE Most Widely Accepted and Trusted
ICC-ES Evaluation Report ESR-3375
Reissued August 2014
This report is subject to renewal August 2016.
www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION:07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in
PROTECTION nominally 55-gallon drums, labeled as "A" component or
Section: 07 21 00—Thermal Insulation "B" component. The insulation components have a shelf
life of six months when stored in unopened containers at
REPORT HOLDER: temperatures between 70°F(21°C)and 90°F(32°C).
SES FOAM 3.2 Surface-burning Characteristics:
4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a
SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame-
(713)239-0252 spread index of 25 or less and a smoke-developed index of
www.sesfoam.com 450 or less when tested in accordance with ASTM E84.
Thicknesses of up to 111/2 inches (292 mm) for wall
EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room
corner fire testing in accordance with NFPA 286, when
SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick
POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the
applicable code.
1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values):
Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean
• 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1.
• 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability:
• 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches
Code®(I ECC) (76 mm), is considered air-impermeable in accordance
• Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance
with ASTM E283.
Properties evaluated:
4.0 INSTALLATION
• Surface-burning characteristics 4.1 General:
• Physical properties
SES Foam 0.5 lb spray insulation must be installed in
• Thermal resistance(R-values) accordance with the manufacturer's published installation
• Attic and crawl space installation instructions and this report. A copy of the manufacturer's
published installation instructions must be available at all
• Air permeability times on the jobsite during installation.
2.0 USES 4.2 Application:
SES Foam 0.5 lb spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a
insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the
material in buildings of Type V-B(IBC)construction, and in SES Foam 0.5 lb spray application manual. The insulation
dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between
wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before
crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas
Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than
impermeable insulation when installed as described in 180°F (82°C) The insulation must not be used in
Section 3.4. electrical outlet or junction boxes or in contact with water
3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate
3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil,
grease or other surface contaminants. The insulation can
SES Foam 0.5 lb spray foam insulation is a two- be installed in one pass to the maximum thickness. The
component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from
polyurethane foam system with a nominal density of 0.5 weather during and after installation.
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ;r ANSI
as an endorsement of the subject of the report ora recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as C= 11
to any finding or other matter in this report,or as to any product covered by the report.
Copyright®2014 Page 1 of 3
` 1
ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3
4.3 Thermal Barrier: 5.0 CONDITIONS OF USE
SES Foam 0.5 lb spray insulation must be separated from The SES Foam 0.5 lb spray polyurethane foam plastic
the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a
of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes
equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following
installed in accordance with, IBC Section 2603.4 or IRC conditions:
Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with
space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions,
4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there
are any conflicts between the manufacturer's
4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this
When SES Foam 0.5 lb spray is installed within attics and report governs.
crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the
utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as
with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or
R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4.
consistent with the requirements for the type of
construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted
installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4.
not exposed. SES Foam 0.5 lb spray insulation at a 5.4 The insulation must be protected from exposure to the
minimum thickness of 3 inches(76 mm)may be installed in weather during and after application.
unvented attics in accordance with 2012 IRC Section
R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified
by SES Foam.
4.4.2 Application without a Prescriptive Ignition
Barrier: Where the spray applied insulation is installed in 5.6 Use of the insulation in areas where the probability of
accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in
4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC
Section 2603.8)or IRC Section R318.4, as applicable.
a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must
and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1
b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as
areas. applicable.
c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 lb spray polyurethane foam plastic
parts of the building. insulation is produced in St. Louis, Missouri, under a
quality control program with inspections by ICC-ES.
d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED
Section 1203.2 or IRC Section R806, except when
air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance
attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation
2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests
ventilation is provided when required by IBC Section in accordance with Appendix X of AC377.
1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with
e) Combustion air is provided in accordance with NFPA 286.
International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with
In attics, the insulation may be spray-applied to the ASTM E283.
underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION
surfaces, and in crawl spaces the insulation may be spray Components of the SES Foam 0.5 lb spray polyurethane
applied to the underside of floors and/or vertical surfaces foam plastic insulation are identified with the
as described in this section. The thickness of the foam manufacturer's name (SES Foam) and address; the date
plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name
must not exceed 12 inches(305 mm). The thickness of the
foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 Ib), the mixing instructions; the density;the
111/2 inches (292 mm). The foam plastic may be installed flame-spread and smoke-developed indices; and the
without a covering or coating. The insulation may be evaluation report number(ESR-3375).
installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES
Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the
barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with
Section R316.5.3 may be omitted. the requirements of the following codes:
4.4.3 Use on Attic Floors: SES Foam 0.5 lb spray • 2006 International Building Code®(2006 IBC)
insulation mays be installed exposed at a maximum 2006 International Residential Code®(2006 IBC)
thickness of 111/2 inches (292 mm) between joists in attic •
floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation
2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code®(2006 IECC)
insulation must be separated from the interior of the
building by an approved thermal barrier.
ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3
The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of
described in Sections 2.0 through 7.0 of this report, with the 2006 IECC.
revisions as noted below: • Protection against Termites: See Section 5.6, except
• Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of
Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance
be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC.
2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7,
• Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply
Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of
installed in accordance with Section R314.5.3 or the 2006 IECC.
R314.5.4 of the 2006 IRC.
• Application without a Prescriptive Ignition Barrier:
See Section 4.4.2, except that combustion air is
TABLE 1—THERMAL RESISTANCE(R-VALUES''2)
THICKNESS(inches) R-VALUE(°F•ft2•h/Btu)
1 4.0
2 7.6
3 11
3.5 13
4 15
5 19
6 22
7 26
8 30
9 33
10 37
11 41
12 44
For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•m2/W.
'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses.
2R-values greater than 10 are rounded to the nearest whole number.
4E7S ICC EVALUATION
SERVICE Most Widely Accepted and Trusted
ICC-ES VAR Environmental Report VAR-1030*
Reissued July 2013
This report is subject to renewal September 1, 2015.
www.icc-es.orq/ep 1800-423-6587 I (562)699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application
PROTECTION equipment. The bio-based content is as set forth in Table 1
Section: 07 21 00—Thermal Insulation of this report.
REPORT HOLDER: 4.0 CONDITIONS
4.1 Code Compliance:
SES FOAM See ICC-ES report ESR-3375 for compliance of the SES
4008 LOUETTA ROAD,#538 Foam 0.5 lb Foam S Polyurethane Foam Plastic Insulation
SPRING,TEXAS 77388-4405 with code requirements.
(713)239-0252
www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems
Eligibility:
EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this
SES FOAM 0.5 lb SPRAY POLYURETHANE FOAM report provides a matrix of areas of evaluation and
PLASTIC INSULATION corresponding limitations and/or additional project-specific
requirements, and offers benefits to individuals who are
assessing eligibility for compliance.
1.0 EVALUATION SCOPE
The final interpretation of the specific requirements of the
Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction.
ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute" is
Bio-based Material Content(EC102),dated March 1, 2012. subject to any conditions noted in the tables. Decisions on
Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points" in
the following codes and standards: Tables 2 through 5 rests with the user of this report, and
those items are subject to the conditions noted. The user is
• 2012 International Green Construction CodeTM (IgCC) advised of the project-specific provisions that may be
(see Table 2 for details) contingent upon meeting specific conditions, and the
• ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this
details) report.
• National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based
Table 4 for details) content percentage listed in this report is based upon
weight (mass). The use of cost or volume as the method
• ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report.
Protocol for Commercial Buildings (see Table 5 for
details) 5.0 BASIS OF EVALUATION
2.0 USES The information in this report, including the "Verified
Attributes," is based upon submission of documentation
SES Foam 0.5 lb Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth
Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section
material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700
attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1;ANSI/GBI-01 Section 10.1.2.2.)
more information on uses and applications.
6.0 IDENTIFICATION
3.0 DESCRIPTION
Containers of SES Foam 0.5 lb Foam S Polyurethane
SES Foam 0.5 lb spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the
insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name,
spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR
density of 0.5 lb/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030).
*Corrected May 2014
ICC-ES Verification of Attributes Reports are issued under the ICC-ES VAR Environmental Program.These reports are not to be construed as representing aesthetics or any other
attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC
Evaluation Service.LLC.express or implied,as to any finding or other matter in this retort,oras to any product covered by the report. -
�i`ra
Copyright®2014 Page 1 of 2
VAR-1030 I Most Widely Accepted and Trusted Page 2 of 2
TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY
PRODUCT NAME %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION
SES Foam 0.5 lb Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866
Note:
'Based on precision and bias cited in ASTM D6866.
TABLES 2 THROUGH 5
Section Possible
Number Section Intent Points Conditions Of Use To Qualify For Points Finding
TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE
Bio-based materials shall be those materials that comply with one or more of the
following:
505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. •
Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10%
+/-3%).SES Foam 0.5 lb Spray exceeds this minimum.
TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1
A minimum of 5%of building materials used,based on cost,shall be biobased products.
Biobased products shall comply with the minimum biobased contents of the USDA's
Designation of Biobased Items for Federal Procurement[7 CFR Part 29021,contain the
9.4.1.3 Biobased products N/A USDA Certified Biobased Product"label,or be composed of solid wood,engineered
wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials withat •
least 50%biobased content.
Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10%
+/-3%).SES Foam 0.5 lb Spray exceeds this minimum.
TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700)
The following biobased products are used:
(h)products with the minimum biobased contents of the USDA 7 CFR Part 2902
606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight
8 max or volume) •
Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10%
+/-3%).SES Foam 0.5 lb Spray exceeds this minimum.
TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD
Bio-based products accounted for 1%or more of the materials used in the building.
Percentage=100 x A±B,where:
A=Total cost or weight of bio-based products
B=Total cost or weight of all building products
10.1.2.2 Materials content– 1 Cost or weight must be used consistently
•
Assemblies 7 max
For USDA-designated products,products meeting or exceeding USDA's bio-based
content,criteria or qualifying as USDA"BioPreferred"were used.
Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10%
+/-3%).SES Foam 0.5 lb Spray exceeds this minimum.
• =Verified attribute
EZ ICC EVALUATION
SERVICE Most Widely Accepted and Trusted
ICC-ES Evaluation Report ESR-3375 Seal and Insulate with
ENERGY STAR®Supplement
Reissued August 2014
This report is subject to renewal August 2016.
www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council'
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section:07 21 00—Thermal Insulation
REPORT HOLDER:
SES FOAM
4008 LOUETTA ROAD,#538
SPRING,TEXAS 77388-4405
(713)239-0252
www.sesfoam.com
EVALUATION SUBJECT:
SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION
1.0 EVALUATION SCOPE
Conformance to the following:
Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version
1.0
Properties evaluated:
• Thermal resistance
• Surface-burning characteristics
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report
ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR®
Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 7.0. The
insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation."
The requirements for testing laboratory qualification and product sampling, as well as the specific material and test
standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the
master evaluation report.
3.0 DEFINITIONS
The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are
applicable to the subject of this report.
3.1 General Definitions:
Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective
(aluminum foil). It may be in rigid,semi-rigid,flexible, or loose-fill form.
3.2 Insulation Product Definitions:
Spray or Pour Foam Insulation: A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place,
and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials
include, but are not limited to polyurethane, polyisocyanurate, phenolic,and cementitious insulation.
3.3 Insulation Performance Definitions:
R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a
unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the
Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h•ft2•°F)/Btu].
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor arc they to be construed ma AN$/
as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service.LLC.express or implied.as __�,.
to any finding or other matter in this report.or as to any product covered by the report.
MUM °
Copyright®2014 Page 1 of 6
ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6
Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red
oak and inorganic cement.
Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire
compared to red oak and inorganic cement.
3.4 Thermal Resistance:
The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing.
3.5 Installation:
3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and
5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the
qualification requirements of SES Foam. The following information on personal protective equipment and ventilation
requirements is reprinted from the SES Foam published installation instructions:
"F. SAFETY
3. PERSONAL PROTECTIVE EQUIPMENT(PPE):
a. Skin: Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured
SPF with skin.When handling liquid components,gloves should be made of nitrile, neoprene, butyl or PVC.
b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face
shield. During spray application, eye protection may be provided by a full-face or hood respirator.
c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection
program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory
protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied-
air respirators(SAR).
4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect
building occupants and other trades."
3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the
manufacturer's installation instructions,which state the following:
"E. RE-ENTRY
SES Foam 0.5 lb Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors
including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and
re-entry may occur at that time."
3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade
wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These
figures are for illustration purposes and are not to be construed or used as construction documents.
This supplement expires concurrently with the master report, reissued August 2014.
ESR-3375 I Most Widely Accepted and Trusted Page 3 of 6
,0°000°:�°0N°°0• °oo°opo°: °0:°°o0°°a:°0oo00
.00°:000000000 000000:00000:000000:00°000
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ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6
000
Masonry Block oQ�
(Typical)------...... :. ••
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°•-.` 2"x 4"Studs
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V�•
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SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812
(Insulation on Interior Side of Wall) I
i
Baffle to provide ��
air space between ��// Thermal
insulation and roof /j%/ Barrier*
al deck. //% (as required
///j/ by local code)
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° ° 00000°o°o°o°o• 000000000000000000000000.
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O O O
SES Foam 0.5 lb Spray [3:20°),*
°°
o°o°°°°g°° service of utilities only,thermal
and igniton barrier on the attic
00 side of the spray foam surface
may be omitted.
SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR/SOFFIT SES 05-3 071812
0
ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6
A
°g°g Subfloor
igg° SES Foam 0.5 lb Spray
°°g
prilgihilli0i,00.0?0t::.0?0°,° °,g g°,°, ggi °
Header ,°;°,°� ► `-ci4,gg° ggg; i
oeg°°°ggig° _ /, —
Sill I••-•-•-•-•ggg Joist Floor Cross Section
►��•�����4 Thermal Barrier*
011-40. ..•' (as required by
Exterior Grade :i�i'X local code)
X\\i/�\\\/\\\\ilililil
O*AOI 6"Min
•
Footer--,..„..„ ►i�i�i�i�i Vapor Barrier
,41
• ' ,.•� .•_.'./\ // ► `Where crawlspace entry is for the
.: \\\/\\\/\\\/.` service of utilities only,thermal
• c:• •• . / // // A and igniton barrier on the crawlspace
side of the spray foam surface
may be omitted.
SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812
I
!i::.;i1 Subfloor
g4.
Iif°°°°°°°°° ►
1 l
Header i ii°g°g°g°g-
'°igi°gg°°
°°°g°°
Sill - °giii Joist
►��•��4iggi
►j�����j�j ggggg
►��� 4ggggg Thermal Barrier*
••••4:SISI (as required by
Exterior Grade '-.V7 IN local code)
•.•.•..°g SES Foam 0.5 lb Spray
giigi
►•�4s 4o
1111 •
Footer-.....,.... ►���s 6"Min Vapor B-rrier
/ / / `Where crawlspace entry is for the
service of utilities only,thermal
and igniton barrier on the crawlspace
side of the spray foam surface
may be omitted.
SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812
ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6
Note:In cold climates,embed
metal connector plates in spray foam
to prevent winter-time condensation.
SES Foam 0.5 lb Spray 0000°•/ °ooco
Roof Sheathing
M
:7;i `o r•
Truss Top Cord/ ;uo0°o.
Rafter o 000°°'
...,;,A0'..
000% nnnnnn
/ 0 0 nnnnnn
• nnnnnn
r �_� nnnnnn
.,---.'iii4 ii,":4
1,111M.11 Thermal Barrier'
(as required by local code)
Note:Local building code may
require the use of a vapor retarder
"n cold climate zones.
Ceiling/Thermal Barrier 'Where attic entry is for the
as required by local building code. service of utlities only,thermal
and igniton barrier on the attic
side of the spray foam surface
may be omitted.
SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812
i
------ e-:-I-8-----
.
,�o• oo
\
lk000 .
SES Foam 0.5 lb Spray 0 �0 O O
O • 0 •\•to specified thickness. 0 •00•0010• O A•
0 �
00 • a
Roof Sheathing i00
O •
0O00•
•
x0 CO0 0 0 Thermal Barrier as
Rafter /1 •0 O 0 ' required by code.
IIII.�/
/ Note:The local building code
may require the installation of
�� a vapor barrier in cold climate
zones.
1
IL
V
SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING SES 05-7 071912
td prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Roof Floor
Top Chord Live Load 20.00 40.00 p.s.f.
—i Top Chord Dead Load 7.00 10.00 p.s.f.
Bottom Chord Live Load 0.00 0.00 p.s.f.
40• Bottom Chord Dead Load 10.00 5.00 p.s.f
Total Load 37 55 p.s.f
J04 j
Duration Factor 1.25 1.00
J03 Building Code FBC 2014 RES
J02 Wind Standard ASCE 7-10
Wind Speed m.p.h.
: to c4 M Wind Usage RES.CAT
Fi s .• I
{ 1 Building Exposure
Building Type Closed
NOTE
It is the responsibility of the building designer or architect to
I0, provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering.Special
considerations for mechanical equipment and/or plumbing(and
�' their connections)in truss space must be diagrammed bir the
IIIbuilder an approved truss layout prior to fabricator.
Manning Budding Supplies is a truss manufacturer whose
responsibilities are limted to those described in WTCA 1-1995
(sections 6.0 and 7.0).Accordingly,It disclaims any
responsibilities for the the construction design,draa+ngs,
o documents including the installation and bracing of trusses
Q manufactured by Manning Building Supplies.
7.5
- Warning:
• Conventional Iremng,erect on and/or permanent bracing is not
the responsibility of the truss designer.plate manufacturer.or
truss manufacturer Persons erectng trusses are cautioned to
J02 seek professional advice regarding erection bracing which is
always required to prevent toppling and dominoing during
erection;and permanent bracing which may be required in
J03 I specific applications.See"Bracing wood trusses commentary
and recommendations(BCSI 1-03)for further information.
— ► Jb4 Trusses shall be installed in a straight and plumb position.
____, ______________- -•--- -- ,i- --r Where no sheathing is applied directly to the top and/or bottom
r, chords,they shall be braced as specified on the engineered
'-=', =4design.Trusses shall be handled with reasonable care during
erection to prevent damage or personal injury.
Approved trus anchor by builder.
nger Schedule 7 � FLOOR TRUSS
Product 31@"Ribbon #�--------
HTU26 $ -f---145521--..•
23*
v � r!
�_.- —
ivr
BRO.
. Typical Truss Ends
Engineer of Record:
No Engineer of Record on file
N
1----- --- i Manning =uilding
roliSupplies, INC.
1`155 Philips Parkway Dr.E.
Jacksonville,FL 32256
Phone:(904)266-8225
Fax:(904)260-2981
NMNJ MBS• COM
L�AXTRussmg.CORP s-CORP COM
Customer.
Riverside Homes
19-00.00 — _-- -- —
Job/Jame:
Sones Residence
___. -% Lobt3lk/3`U h
1728 Maritime Oak Drive Atlantic Beach,FL/
—7---Tate:
. - g, umber.
ON-CENTER BLl OIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 1/22!2016 AC J160626
All claims for error or defective material must be made within 5 days of receipt of goods an
49-11-00
OFFICE COPY M o
Yi _
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F03 _J _ --_ --
H
SHOP DRAWING REVIEW DISPOSITION i i _— C
ATTENTION'.Review of shop drawings is only for conformance with
the design concept of the project and does not relieve the cgntractor -- _ STAIRWAY of responsibility for any deviation from the requirements of he shop ins -- —
ddraawings.Contractor shall determine and verity all held measuf•ements. T—___—_— a
)(APPROVED 0 RETURNED FOR CORi ECTION L___ -- -- —
0 APPROVED AS NOTED 0 RETURNED WITHOUII ACTION �--_— ___ __ - --
0 SEE TRANSMI AL TETTER
`—----- -- --- - - _1
❑ NOT APPRO ' -----
-- —
COMMENTS FOs
BY I
DATE lZ /3 i0—
0 HULSBERG ENGINEERING,INC. FL C T.2
11481 ST.AUGUSTINE RD.#202
JACKSONVILLE, FL 32258
27-11-00
30.11-00 --
49-11-00
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUEUNX ON-CENTER-LVL 1899.31 ... BLUELIN.
A prior to installation. Otherwise, said claim will be denied. _ LOADING CRITERIA
Roof Floor
Top Chord Live Load 20.00 40.00 p.s.f.
Top Chord Dead Load 7.00 10.00 p.s.f.
Bottom Chord Live Load 0.00 0.00 p.s.f.
[olLoo/cio Bottom Chord Dead Load 10.00 5.00 p.s.f.
---
Total Load 37 55 p.s.f.
Duration Factor 1.25 1.00
Building Code FBC 2014 RES
Wind Standard ASCE 7-10
_ Wind Speed m.p.h.
71135 Wind Usage RES. CAT
Building Exposure
Building Type Closed
NOTE
i , It is the responsibility of the bulling designer or architect to
i provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering.Special
considerations for mechanical equipment and/or plumbing(and
their connections)in truss space must be diagrammed b/the
• builder an approved truss layout prior to fabnicaton.
Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in WTCA 1-1995
(sections 6.0 and 7.0).Accordingly,it disclaims any
responsibilities for the the construction design,drawings,
documents including the installation and bracing of trusses
manufactured by Manning Building Supplies.
Warning:
Conventional framing,erection and/or permanent bracing is not
the responsibility of the truss designer,plate manufacturer,or
truss manufacturer Persons erecting trusses are cautioned to
seek professional advice regarding erection bracing which is
always required to prevent toppling and donsnoing during
erection:and permanent bracing which may be required in
specific applications.See'Bracing wood trusses commentary
and recommendations(SCSI 1-031 for further information.
Trusses shall be installed in a straight and plumb position.
Where no sheathing is applied directly to the top and/or bottom
1471.126 chords,they shall be braced as specified on the engineered
design.Trusses shall be handled with reasonable care during
erection to prevent damage or personal injury.
HT Approved truss anchor by builder. /
J11 2x4 minimum top and bottom chord..
Square cut overhangs. ///
.. 12
...1 N
S s-11Y 12
\ N. BRO.
'Ow 24"
F\ss*a -\_... h (Jitless noted"
otherwise.
Typical Truss Ends
'i J08 Engineer of Record:
No Engineer of Record on file
J09
j J10
-- ----.------(Manning Bui •ing
o •^1– Supplies, INC.
BS 11155 Philips Parkway O.E.
Jacksonville,FL 32256
Phone:(804)268-8225
3-00-00 Fax:(904)280-2961
NMNV.MBS-CORP.COM
I
JAXTRUSS¢CM8S-CORP,COM
iafomer.
Riverside Homes
,70T Name: -- – —�
Sones Residence
LorifiIk7Su5dv –
1728 Maritime Oak Drive Atlantic Beach,FL/
4 .ton: . ;,,Number.
!X ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 11/22/2016 AC J160626
All claims for error or defective material must be made within 5 days of receipt of goods an
OFFICE COPY c JOIno)
J10
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J09
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HTU26 MUTE
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HTU26 M et HTU26
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B07 'T"26 HTU26
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B10
B11
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B12
B13
B14
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B15
SHOP DRAWING REVIEW DISPOSITION
ATTENTION:Review of shop drawings is only for conformance with
the design concept of the project and does not relieve the contractor
of responsibility for any deviation from the requirements of the shop
drawings.Contractor shall determine and verify all field measurements. -B1-7
N[APPROVED 0 RETURNED FOR CORRECTION B1;
p�
O APPROVED AS NOTED 0 RETURNED WITHOUT ACTION
B19
0 NOT APPRO 0 SEE TRANSMITTAL LETTER gc
COMMENTS CV J08
DATE 4 Z fl!G
BY I
HULSBERG ENGINEERING,INC. FL CER .2 J09
11481 ST.AUGUSTINE RD.#202
JACKSONVILLE,FL 32258 I
J10
o ,o o 7 t cc
27-11-00
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUEUNX ON-CENTER-LVL 1899.31 ... BLUE!