Permits 74 W 6th Street (vault folder) City of Atlantic Beach
<< , Building Department
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 110.2 of the
Florida Building Code certifying that at the time of issuance this structure is
in compliance with the ordinances of the City regulating building
construction for the occupancy and use for which the occupancy is
classified:
Date: August 17, 2009
Permit Number: 09-0663
Contractor: Owner
Address: 74 W. 6t' Street
Atlantic Beach, Fl 32233
Description of Structure: Residential
Permit issued in accordance with: 2007 Florida Building Code
Construction Type: V
Occupancy Class: Residential R-2
Design Occupant Load: N/A
Sprinkler System Required: None
Special Stipulations/Conditions: None
t r
MICHAEL GRIFFIN
BUILDING OFFICIAL
"SW
WC"A CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested:
Contractor Name: ✓� 5`e , C _5
Permit #: a 9 " L L 3
Property Address: q Q • ��`' r c
Legal Description:
Improvements to the above-described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as:
Single-Family Residence
❑ Commercial
❑ Other:
Lowest Floor Elevation:
Required As Built FFE
The following must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works Q , 3 -4
Public Utilities r t 3 5 ,
Building
Planning 8 l i 3 oha
Tree Mitigation 6JL3
Satisfied j 3
Final Survey with FFE Yes No
All Re-Inspect Fees Paid O�es No
Termite Treatment ✓ Yes No
Brooks, Nancy
From: Clemons, Malcolm
Sent: Monday, August 17, 2009 3:01 PM
To: Brooks, Nancy
Subject: RE: 74 W. 6th Street Permit#09-663
Backflow inspection,OK. Malcolm
From: Brooks, Nancy
Sent:Thursday, August 13, 2009 2:33 PM
To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika; Nodine, Phil; Walker, Chris; Deming, James
Cc: Jones, Mike; Griffin, Michael; Graham Shirley
Subject: 74 W. 6th Street Permit# 09-663
Chris Danser—building new home—ready for CO inspections
Erika,the form is in your box for sign off—
Rick,Chris Danser stated he will submit the final/storage survey directly to you.
Nancy Brooks
Buil61g Department
City f)f Atlantic Beach
(904) 247-5826
nbrooksncoab.us
i
Brooks, Nancy
From: Walker, Chris
Sent: Monday, August 17, 2009 8:58 AM
To: Brooks, Nancy
Subject: RE: 74 W. 6th Street Permit#09-663
There is nothing for us to inspect her. Must be internal.
From: Brooks, Nancy
Sent:Thursday, August 13, 2009 2:33 PM
To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika; Nodine, Phil; Walker, Chris; Deming,James
Cc: Jones, Mike; Griffin, Michael; Graham Shirley
Subject: 74 W. 6th Street Permit# 09-663
Chris Danser—building new home—ready for CO inspections
Erika,the form is in your box for sign off—
Rick,Chris Danser stated he will submit the final/storage survey directly to you.
Na cy Brooks
Building Department
City 01'Athuific Beach
(90.1) 247-5826
nbrooksa)coab.us
i
.......... ........._......____.
City of Atlantic Beach ' �, APPLICATION NUMBER,
Building Department pr (ro be assigned by the Building Department.)
800 Seminole Road
Atlantic Beads.Florida 32233-5445
Phone(904)247-5826 - Fax(804)247-584,5 q
E-mail: building-dept@coab.us Date routed: �3
City web-site: httpJlwww.coab.us
APPLICATION REVIEW AND TRACKING FORM
nt review required Yes No
u
Property Address: W 7W �T
Lanni &Zoni
Applicant: 1010 /� r b W r
ubiic Util'
Project: `Ltd t 1 .-_ m Public ty
Fre Services
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 WMar Management Distrtd
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoho4c Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: proved. ODenied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING
Reviewed by' ��)' Date:
TREE ADMIN.
PUB W KS second Review: DApproved as revised. ODenied.
Comments:
PUB {C ; S
PUBLIC SAFETY
FIRE SERVICES Reviewed by: Date:
Third Review: []Approved as revised. ❑Denied.
Comments:
s ivL�vi4J�. ru,f. Da e''.v
Public Utilities Plan Review Comments
Date: I I�� Initials
Project Name/Address: �� (D�� j�- Application Permit#: Qq - 6(oho 3
Check Box
Application Tracking Comments to Add
Comment
Avoid damage to underground water/sewer utilities. Verify vertical and horizontal
location of utilities. Hand dig if necessary. If field coordination is needed, call ❑
247-5834.
Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and
visible.
A sewer cleanout must be installed at the property line. Cleanout must be covered
with an RTI concrete box with metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be installed if irrigation will be
provided or if there is a private well on the property. Backflow preventer must be ❑
tested by a certified tester and a copy of the results sent to Public Utilities.
Plans note the building will be unsprinkled. If plans change, any fire line installed
must be metered with a Sensus touch-read meter in a properly sized vault and an ❑
appropriate backflow preventer installed. Backflow preventer must be tested by a
certified tester and a copy of the results sent to Public Utilities.
If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for
backflow requirements. At a minimum, will require double check backflow ❑
preventer.
Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" ❑
must be installed in a vault as noted in JEA specifications.
• _�. .. — e —.-
e : • 'te a.�. "`' _N" r '4 r '• i '/ s - '• t • :ti f •5a Rel .'. :. _ •_s �
_
r
ti .s�'-'a`='.`3.'.�..as'.eir:s�dw.t.<-*�..'L..�,�:..� "' �"4'''�a'•-� �'-�i�`�3T ��., ■ _ • ■ ►F�,_ �p�.;�
_ _- _.- � ■ t i ■ •moi i •
.><...e._.�.: .-.:.<y s C i s � ...eta. '.,:.-..�,�'�a:�g��� 11�..�.•a��'�.....is'_-:�.. +4�.j:_� �s'o�a ,sk- .ss>�_Z.Z�...'.L� r..`�_ ;.o. `+�.,_ -a" �
. r �
i '��.�_ �,7 -��"_'Yt -•� y�� r� Lt _"�- ,i t��� .sw�- y�y 'T..ate�_ ., -y:-'T 3"-°'�•� �.J`7Y'-""'�• •_
z .^!�ii..'<.�,? -'sxF,-T
N
.I
IT I
Wt
I I t1 Y I Y
f I �. r \f I Y♦ f I - - � � �
fi —�*r�� z•-�-..•..s--•yr-q^—�'.".a�•v.�-. t a.�•.•r �"�.�'�"t`� a r �� _ � S 9+i v � i ?" A� -�
7 .,_ � :i. A�}! .a 72. �r ��r .IN's f .c ♦� 7 ,l. .x.�<�.,.
IL k
ma•�:..=r_i.:..fire..zc.m:, s�6'6,.h �8...ra��s.•_.:= sS��aiS.. le�. -
■ ' ■
PIT. F
.t
1 ,
•rf
,r
08/17/2009 09:55 9643899606 B&B EXTERMINATING PAGE 01
a&BEXTERMINATING CO., INC.
For All Your Fest Control Needs
215 OSCEOLA STREET • JACKSONVILLE, FLORIDA 32204
(904) 389-3323 - Toll Free: 1-866-829-1913 " FAX (904) 389-9606
Visit us at: bandbexterminating.com
TO:
COMPANY:
FROM:
This transmission sheet contains :5 pages, including this cover sheet.
MESSAGE:
- Zia-
If you do not receive all pages of this transmission, please call our office.
•Termidoe Termite Elimination Program •Fles,Ant do Rodent Control Program •Impess"Termite Blocker System
•SenMcon"Program •See.Wasp 8t Carpenter Ant Program •B&B Bug Barrier-In tho Wall Systems
•500,000+Datnage Repair Warranty Available -Complete Lawn 8c Sbmb Program -WDO 8c Home inspection Report
•Pest Control-For All Your Needs •Boracare"Wood Treatment do Protection -fumigations-Free Estimates And Much Morc...
vm3i1��Ybf19 09:55 9043899606 B&B EXTERMINATING
PAGE 02
New Construction Subterranean Termite OMB Approval No.2502-0525
Soil Treatment Record (exp. 10/31r2005)
This form is Cin kted byth,�licen�ed Pest Control C2%ony _
Public:roport" r� or thio of information to estimeted to svenige 151n a par response.including the Moa for rawiswfnp instructions.searching
existing date sources,orbeting and maintaining the do%needed.and completing and revkwing the collection of IntmetW. This information is mandel"and is
required to obtain benefits.Huta may not colleen this information,and you are peri required to complete tins form.unless It displays a currently valid OMB control
number.
Section 24 CFR 200.92"b►(3)requires that the sites.for HUD Insured structures roust be finea of termite hazards. This information eoNedlion requires the builder to
canNy that an aualofzed Past Control co npany performed oll required treabronn for termites..and that the builder yuarardeas the"Sled area against Infestation for
one year. Bufiders.pes(cwtO companies.mortipp lenders.homebuyers,and HUD as a record of tienhima I for specific homes wit use the intrma*m conacted.
Theconsidered modgmi.
This report is submitted for informational purposes to the builder on pr (new)Construction cases whom soil treatment for prevention of
subterranean terrine infestation is specified by the builder.archilect,or required by the lender,architect.FHA,or VA,
All contracts for services are between the Past Control Operator and builder,unless stated otherwtsa.
Saction 1:General Information(Treating Company I nItom allon)
Company Norte 8 8 8 Externinatinr>LCo.,Inc.
Company Address 215 Osceola St City Jacksonville State FL Zip 32204-2623
Company Business License No. J9178 Company Phone No. 904-389-3323
FHANA Casa No.(f any)
Section 2:Builder Information
Company Name CHRIS DANSER Phone No.
Section 3:Property Information
Location of Structure(s)Treated(Street Address or legal Description.City.State and Zip) 74 W.8TH ST.,JACKSONVILLE,FL.32233
Type of Construction(Mone than one box may be checked)®Slab 0 Basement ❑Crawl ❑Other
Approximate Depth of Footing: Outside 18 Inside 8 Type of Fill SAND
Section 4:Treatment information
Daa(s)of Treatments) 08/10/09
Brand Name of Produc9s)Used PREMISE
EPA Registration NO. 432-1331
Approximate Final Mix Solution% .05
Approximate Size of Treatment Area: Sq.ft. 1500 Linear R. 185 Linear ft of Masonry Voids
Approximate Total Galion.of Solution Applied 1$0
Was Itmotment completed on exterfor? C]Yes 0 No
Service Agreement Available? ®Yes ❑No
Note:Some state laws require service agreements to be isaued. This fort does not preempt state law.
Attachments(List)
Comments
lime ofApplicaterish MARVIN6 KI —
Certification No,(If requited by State law) 012
The applicator has used s product in accordance with the product!abet and state requirements. All treatment matadale and methods used Comply
with Stale and federal regulations.
Authorized Signature -'m Oslo 08/11/09
rwltalea:r,uo wm eroe. �ZL
ana,earerrm U. ConWOon n,ar newt in w0ninN GnWw a a Penalties.tit U.S.CC..1,001.1010.W X 31 U.s.C.372'!.3*0Z
Forms VA 28-8375 and HUD-92052 we obsolete. torn HUD-NPCA-99-B(0912002)
vvrt��YF7l7y l7'J:55 9043899606
B&B EXTERMINATING PAGE 03
Subterranean Termite Sail Treatment Suildees Guarantee OW Approval No.zsoz•oszs
This form is completed by the builder. texp.t tr3o1200a►
Public reporting burden for this collection of information is estimated to average S minutes per response,Including the time for reviewing instructions.
searching existing data sources,gathering and maintaining the data needed,end completing and reviewing the collection or information. This
information is mandatory and is required to obtain benefits. HUD may not collect this information,and you are not required to complete this form,
unless it displays a Currently valid OMB control number.Section 24 CFR 200.926d(b)(3)requires that the sites for HUD insured structures must be
free of temmite hazards. This information collection requires a license Rest Control company to provide the builder a record of specific treatment
information in those cases when the soil treatment method Is used for prevention of subterranean termite Infestation. When applicable,form HUD-
NCPA-99b must accompany the form HUD-NCPA-990. Suildem.pest control companies.mortgage lenders,homebuyers.and HUD as a record of
treatment for specific homes will use the information collected. The information is not considered confidential,
This form is submitted for proposed(new)construction cases when soil treatment for prevention of subterranean termite infestation Is specified by
the builder or required by the lender,the architect,FMA or VA.
This form is to be completed by the builder. This guarantee is Issued by the builder to the buyer. This guarantee is not to be considered as a waiver
of,or in piece of,any legal rights or nemedies that the buyer may have against the builder.
FHAIVA Case No.:
Location of Structure(s)(Street Address,or Legal Description,City,Stats and Zip):
74 W.6TH ST JACKSONVILLE FL 32233
Buyers Name:
The undersigned builder hereby certifies that a State licensed or otherwise authorized pest control company(where required by State law)was
contracted to treat the property at the location referenced above for subterranean"ites. The builder further certifies that the contract with the past
control company required the treatment materials and methods used to be in conformance with ail applicable State and Federal requirements. All
work required by the contract has been completed, when not prohibited by applicable State requirements,the buyer,for an additional lee payable
to the pest control company,may extend the protection against subterranean termites. Contact the pest control company listed in the attachment for
further information.
The builder hereby guarantees that,if subterranean temhHe infestation should occur within one year from the dote of closing.the budder will ensure
that a licensed or otfrerwise State sutr►ordzed pest control company(where required by Stale taw)or other qualified licensed pest control Company
will further treat as necessary in the infested area to control 1MesuWrit In the structure. This further treatment will be without cost to the buyer. N
permitted by State law,the buyer may contract directly,at the buyers expense,with a pest control company to inspad fire property on a periodic
basis and/or use EPA registered products to control the infestation.The builder wig not be resWelbie for gusranlseing Such additional treatment.
The builder further agrees to repair all damage by subterranean termites within the one-year builder's warranty period. This guarantee does not
apply to additions or alterso"that are mode by the buyer,which affects the original structure or treatment. Exemplars Include,but are not limited
to,landscape and mulch alterations,which disturb the treated area and create new subterranean termite hazards,or Interfere with the control
measures.
H within the guarantee period the builder questions the validity of a claim by the buyer,the claim will be investgated by an unbiased expert mutually
agreeable to the buyer and builder. The report or the expert will be scoepted as fire basis for disposition of the cess. The non prevailing party will
pay the cost of any Inspections made to investigate the claim. For further information,contact your State structural pest control regulatory agency.
Type of Treatment: ❑ Bait System ❑ Wood Soil(HUD-NPCA-gob required)
Note:Appropriate treatment record must be studied end listed.
Attachments:
Builders Company Name: Phone No.:
Authorized Signature: Date:
Consumer Maintenance Advisory regartNng hltagrated Pest Management for Prevention of Wood Destroying hrssets Inbrmat cri
regarding prevention of wood destroying intact infestation is helpful to any property owner interested in protecting the structure tram infestation.
Any structure can be Wadded by wood destroying insects, Periodic maintenance should include measures to mininure possibilities of infestation
In and around a structure. Factors which may lead to infestation from wood destroying insects;Include foam insulelien at foundation,eerth-wood
contact,faulty grade.firewood against structure,insul front ventilation,moisture.wood debris in crawl space.wood mulch,tree branches touching
strumnes,landscape Ornbers,and wood rot Should theas or other such conditions exist,corrective measures should be taken by the owner in
order to reduce the chances of drfeststions by wood destroying insects,and are need for treatment.
An original and one copy of this guarantee are to be prepared by the builder and sent to the lender. The lender provides one copy to the buyer at
dosing and includes a copy lm Me VA loan package or HUD Insurance case binder. The bulkier amid&one copy to the licensed pest Control
company which performed the treatment.
Attached Is a Copy of the stale authorized pest control company's New Construction Subterranean Termite Soil Treatment Record,MUD-NPCA4%,
Warning:HUD will prosoculb false claims and statements. Conviction may result in criminal smotlor odvil penalties.(16 U.S.C.1001.1010,1012:31
U.S.C.3729.3602)
Form N A may aria be used
form 1411,11044PCA•99-A(0412003)
City of Atlantic Beach APPLICATION NUMBER R.
•"-
Building Department fW4$, (Co be as$.igned by tt*r 6011dhig Dcnt.) .
800 Seminole Road ,
Atianttc Beach,Fk"=3MM 4
Phone(904)247-5M • Fax(e04)-24,7-58"
1) Soot: bulidinp-dept0coab.us _ p
CRY web-site: httFdA Nww.coab.us Date row:
APPLICATION REVIEW AND TRACKING FORM
trsvlewMquw 'Yes No
Property Address: �2' �0 6 Til
Applicant
Pmjec �-JU 1 / i» ,oPablic Uti
Pubi
Fire services
Other Agency Raw or Permlt RmI lmd Review or PJNN pt Date
of Permit vercitied B
Florkla Dept.of Emilmmental Protection
Fbrida Dept,of 7rem pmMon
SL Johns River'Water Management D istriot
Army Comsof Ert&eers
Division of Hotels and Resteurents
Division of Akwhollc Beverages end Tobacco
Other:
A l-ICATiON STATUS /
Reviewing Dep utment First Review: [Approved �'°'l mkxL
(Girds one.) Comments:
94-9t, C Vvh Y4-
BUILDING
PLANNING&ZONING
TREE ADMIN. Reviewed by: ' Date:.
PUBLIC WORKS Second Review: PgApproved as revised. []Dented.
PUBLIC UTILITIES Comments:
PUBLIC SAFETY /r '
FIRE SERVICES /
Reviewed 11 . Date: 5 Z1/0
Third Review ❑Approved as revised. []Denied.
Comments:
Reviewed by: Date:
Public Works Plan Review Comments
Date: �'��'0 ci Initials:
Project Name/Address: W • CT � ( Application Permit#: U of
�Check,Bo
Applicatiow� racking.Comments rto:'Add
Comment
Provide impervious surface calculations. Q
Provide erosion and sediment control plans with installation details and maintenance
schedule. /
Provide drainage plans showing site topography (flow arrows, etc.)
Provide construction site management plan, including Right-of-Way Permit if using
right-of-way for construction parking.
Provide a pre-construction topographic survey prepared by a Florida Licensed ❑
Professional Land Surveyor, showing P contours.
Section 24-66(b) of the Land Development Regulations requires on-site storage for /
increased runoff. P on-site retenti n required J
per Section 24-66(b). (See attached info. Sheet) C,4G .
If on-site storage is required, a post construction top aphic survey documenting /
proper construction will be required. _K ✓
A Right-of-Way Permit must be obtained for use ❑
A Revocable Encroachment Permit must be obtained. ❑
Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from ❑
street or drainage feature (swale, structure or lagoon).
All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from
the edge of the pavement to the property line. Reinforcing rods or mesh are not J
allowed in the ROW(Commercial driveways—6"thick). [
Any utility cuts in the road must be repaired using COJ Standard Detail Case X and
must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑
shown on the plans.
P-Roll off container company must be on City approved list and cannot be placed
on City right-of-way.
ho(,J C AteW eS c ee
on
Y x Comp. By: RLC
Date: 5/15/2009
Public Works Department
City of Atlantic Beach
Permit No: 0
Address: 72 W. 6th Street
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C= Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area(A) = 5,100 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd "C"
Impervious 612 5,100 1.00 0.12
Pervious 4,488 5,100 0.20 0.18
Runoff Coefficient(C)= 0.30
Runoff Volume
V= 0.30 x 5,100 x 9.3 / 12
V= 1,170 ft3
Poo ttddevelopment Runoff Volume:
Lot Area(A) = 5,100 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Md "C"
Impervious 2,033 5,100 1.00 0.40
Pervious 3,067 5,100 0.20 0.12
Runoff Coefficient(C)= 0.52
Runoff Volume
V= 0.52 x 5,100 x 9.3 / 12
V= 2,051 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 2,051 - 1,170
DV= 881 ft3
Retention 72 W.6th-onsite Retention 5/15/2009
CfiY OF ATLAMM BEACH
aODSEM.rOLEROAD�ATLANTICeEACFiFL32?33. 09-
r r_-I
OFFICE cera=•Fax NQxeaq?ir-aM
BUIUMG PERMIT APPLICATION DWAL COUNTY
z 771
I OT BLDCK ��aYSDN S (/a Y`(�V� t-H s/ Li �1�� 13
13ADDtrION 13comarnimst E Ll
_ 13 ALimAmm El Accessoey w oe #qtr
O REPAet D POOL.rWA 13 yes ❑mR
13M Douim No
„z
a NAME COM+AANY NAM3 M COMPANY NAME:
Lk✓.S 18.Nome aa.MEPOSEE NAME
10.AOORESE 47 STATEOFF'LONDINLICEMSEM: 2&STA7E0FRAR13At NO.:
106<
'�lr�C,y,.►.,�tr- ^lSrL I IF. 1M ADDRESS: 71LADDRESM
11.OFFICEPHOIG' h2.FAX NfL OFFlCE PltOra= FAX NQ 27.OFRCE R10NE7 FAX NO:
13.CELL PHONE 21.CELLROOM 2/.CELLPHONE
24A- .'t"i 3-"e 0
14 EM LA00RESM EMItLA00RESS: 30.SIAL ADDRESS:
Cam- k q
EMU
we M
31.NAME NAM} NMre
WA-
32.AtX>R Aaart� ADDRESS:
7
Applcwf m is hereby made b atrtain a permit b do tit work and Ineia0a6, as tndilwtsd. I cs*90 no work ar' 11 Sig his
Cam :I roe I pdwb 91a 11 are pem19 card tiudiel wodc wi be pecfeo nsd b meet tiw siendards of al istas reguUdW c onsb Sim Ing*
j kiftfuL 1'itb pemtit rad and void 9 work is nd aommenoed w pilin slat 0)martli 1 or 9 eonedrucilm or work is suspended or
abandoned for a pa iod of stir Q rrtontila at any timte oder wok is commtarosd. t understand tired setnaaie permis must be secured for
19 11, WarfS .Pooia, Tadoe, AirCandidansra,aE-
OWNBM AFFMVW-1 certify tits ad to fi 1 911'Ng i til 116o 1 is amurde and art id mak wi be done in earl 1 %dh al appicabte
taws regulating wrist uckn and inning I wi nd acorpy or use tits a1-6 s-MR buldig ar any pw ti 11 c unit al" 461 1111 Noma I's-fand
prow to obtakft a cerigc le doocuperroy ar coompie6ar taetred try the buldbg ander.as r p**ed by taw
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF CONKMICEMENT MAY RESULT IN YOUR
PAYING TWICE FOR/NPROitEMENTS TO YOUR PROPERTY.A NOTICE OF
COLUENCBMNT QST BE REQ AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.F YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR
LEVER OR AN ATTORNEY BEFORE RECON YOUR NOTICE OF COW ENCEMENT.
Ste¢ Dale. Sips,& 0aw
tiefote me Ars I� dsy of 20091 to Ate oatrtl►of Bdda no Oft day of .2M in the Mxdy of
n Nod.Stair of Rtxida,has pecan oft qJewad Duni,Stele of Ratda•has parsonaep appeared
hatn by line J hams[and atttrtns total stdanwints and derJeraaotts ate hent by I I ''elf/Lard setrms that all sideamifft apt dederaaona am
hue and aormrodahue and soctastL
NWW Public at Lwgk Stale aF r Coady�g IL 3L_ Nolary Pubac at Lange,stale e># Caatry of
n �'i x,11 D Prrsanre,Known
O Peorluoea!wanitllcxaen-
Holinin
otary Pubic
-Sime of Florida
,• : : Expires Feb 14,2010
Cortgnissio #(7D 51$533
•""" Bonded 13y National Notary Assn,
tLDGM Pe"Appkei
Untitled Page Page 1 of 1
2005 Properly Record Card
Building 1
Duval County 2005 REQUESTED BY: Z ZIPPERER RUN 10/10/2005 06:38 AM
18-34 17-2S-29E .234 EVELSIZER, CLEO CATHEY LIFE ES 556A3-9417-
ATLANTIC BEACH SEC H 74 W 6TH ST 72 W 6TH ST
LOTS 1,2 BLK 74 ATLANTIC BEACH, FL 32233-3408 ATLANTIC BEAC
LF
STYLE 01 BLDG NO. 001 +----14------+ MI
Bldg Use : 0101 SFR 1 STORY SOH I I BI
Ex-Wall 1: 0400 SINGLE SIDING I 8 CF
Ex-Wall 2: 0000 N/A exterior wall 2 I I VF
Roof Str 03 GABLE OR HIP I +-7---+ A:
Roof Cvr 03 ASPH/COMP SHNGL I I E}
In-Wall 1: 0500 DRYWALL 28 I TF
In-Wall 2: 0000 N/A interior wall 2 I i SF
Fir Cvr 1: 0900 PINE/SOFTWOOD I BAS(588) I SF
Fir Cvr 2: 0000 N/A I 20 AE
Heat Fuel: 03 GAS I I DF
Heat Type: 02 CONVECTION I I PF
Air Cond : 01 NONE I I T`
Bathrooms: 001.0 1.0 BATH +-6--+ +--8---+ NE
Bedrooms 02 02 BEDROOMS I I I I I
Stories 001.0 8UOP(48) 8ADT(64) E}
Quality 03 AVERAGE I I I I C
Hrs.Spent: 00 +-6--+--7---+--8---+ C
Minutes : 00
Rms/Units: 0000 BAS(L7UBL14D28UOP(R6D8L6U8)R6D8R7ADT(U8R8DSL8)U8R8U20)
Act Mo/Dy: 0000
Act Yr Bt: 1945 EE
Eff Yr Bt: 1945 SC
Depr Tabl: 12 PC
Func Obs%: 00 RC
Econ Obs%: 00 AREA GR AREA PCT AJ AREA RCN RCNLD DE
ObsrvCond: N/A BAS 588 100 588 34222 20533 OE
Obsry %: 000 UOP 48 20 10 582 349 BL
ADT 64 80 51 2968 1781
BOOK
0877E
Deed
05601
PROPERTY NOTES Deed
PERMI
2 8X10 METAL SHEDS TTP,NVA
REC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT
REC LUSE DESC ZONING FRONTAGE DEPTH UNITS TP ACRES PRICE AJ REASOr
1 0101 SFR F ARG-1 100.00 102.00 100.00 F .23 750.00 DP
http://apps.coj.net/PAO PropertySearchBasic/PropertyRecordCard.aspx?RE=1708210000... 5/15/2009
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 09-00000721 Date 5/27/09
Property Address . . . . . . 74 W 6TH ST
Application type description ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
TEMP POLE 60 AMPS NEW HOME
------------------------------------------------------ ----------------------
Owner Contractor
------------------------ ------------------------
DANSER UNITED ELECTRIC COMPANY OF
74 WEST 6TH STREET JACKSONVILLE
ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD
JACKSONVILLE FL 32207
(904) 731-4210
----------------------------------------------------------------------------
Permit ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/23/09
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 70 . 00 70 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
f
CITY OF ATLANTIC BEACH
ELECTRICAI. PERMIT APPLICATION
ao :,
r
Date:
Property Address: T? F K
x
Owner. Tetepboae44o�# a
3'13-
Contractor. E1 te4-r;, C. ennc X Telephone#: 77'31-q2 )°
Contractor Address: 5 1 le S}. .q„ �,^'� IZ X �`X' Fax#: -1.3 1- 53 i 1
_ - n
In
coneidaation of parfait&!-,on for do ng the work as daatribad in the abort ataternan,we booby agrce m perform said work in
1 accordance with the ettsdasd pians and specifications which aro a part hereof and in accordance with da'City of Adi artic Booth
ordinance and standards of @pod mmee Bated therein.
building: uflding Type: O rat er rviee: odxr aoa�+oou u
New Residence ?5[ Temp. New bvftdoosoo:tbisbu�idiog
0 Old 0 COAtml4012l o Signs i 1 Increase aecta.t s
D Re-wire O Addition Sq.Ft. O Repair 09—
Conductor
9-Conductor Size: AMPS: COPPER ALUMINUM
Switch orf
RACE
Breaker AMPS Q PH W VOLTc WAY
Existmg Service RACE
Size AMPS PH W VOLT 'WAY
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Outlets
CONCEALED OPEN
tscies CONCEALED OPEN
Switches
Incandescent
Fluoraeocnt � .
M.V:
Fixed 0.100 AMPS BELL '
A liancoa TRANSR.-
•Air KERATINO H.F.RATING Cmm —XV4-&-AT-
-Conditioning COMP.MOTOR OTHER MOTORS AWS HEAT .
Motors •0-1 FLP. VOLTAGE PH NO. OVER 1 H.P. PHS
UMERMOV
Transformers NO. KVA NO. KVA
No.Nocm Trwaf.
800 Seminole Road.Atlantic Beach,Florida 32233.5445
?bone:(904)247-5800. Fax: (904)247-5845► http://rrww,ci,atiautic-beaeh.Qua
ZO'd 0£:ZI 60OZ 9Z S'eW ti£S-1£1.-Kk:Xp3 OO OIKD313 U31INn
4
PREPARED 8/13/09, 16:33:24 INSPECTION TICKET PAGE 4
CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 8/14/09
------------------------------------------------------------------------------------------------
ADDRESS . : 74 W 6TH ST SUBDIV: ATLANTIC BEACH SECTION H
CONTRACTOR AIR ENGINEERS INC PHONE (904) 641-2333
OWNER - DANSER, CHRIS PHONE ( 90) 662-5677
PARCEL : 170821-0000- -
APPL NUMBER: 09-00000956 MECHANICAL HVAC ONLY
------- - -- --' -- ---- -- ---- ----- ----------
-----------------------------
PERMIT: MECH 00 MECHANICAL HVAC PER14IT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-------------------------------------------------------------------------------------------
32 01 7/15/09 MJ MECHANICAL A/C ROUGH-IN TIME: 17:00
7/15/09 AP
34 01 8/14/09MJ / MECHANICAL A/C FINAL TIME: 17:00
PM INSPECTION REQUEST
-------------------------------------- COMMENTS AND NOTES
PREPARED 8/13/09, 16:33:24 INSPECTION TICKET PAGE 2
CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 8/14/09
------------- ------------------ ---------
ADDRESS . : 74 W 6TH ST SUBDIV: ATLANTIC BEACH SECTION H
CONTRACTOR DON HARRIS PLUMBING CO.,INC. PHONE (904) 772-0900
OWNER DANSER, CHRIS PHONE ( 90) 662-5677
PARCEL 170821-0000- -
APPL NUMBER: 09-00000810 PLUMBING ONLY
------------------------------------------------------------------------------------------------
PERMIT. PLBG 00 PLUMBING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
--------------------------------------------------------------------------—---------------
42 01 6/09/09 MJ PLUMBING ROUGH-IN (TOP-OUT) TIME: 17:00
6/09/09 AP DON 772 0900
42 02 7/06/09 MJ PLUMBING ROUGH-IN (TOP-OUT) TIME: 17:00
7/06/09 AP mike 772 0900
45 01 8/14/09 MJ PLUMBING FINAL TIME: 17:00
PM INSPECTION REQUEST
-------------------------------------- COMMENTS AND NOTES --------------------------------------
a
PREPARED 8/13/09, 16:33:24 INSPECTION TICKET PAGE 1
CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 8/14/09
------------------------------------------------------------------------------------------------
ADDRESS . : 74 W 6TH ST SUBDIV: ATLANTIC BEACH SECTION H
CONTRACTOR : PHONE
OWNER DANSER PHONE
PARCEL 170821-0000- -
APPL NUMBER: 09-00000663 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
---------------------------------------------------------------------------------------
11 01 6/10/09 MJ BD SLAB TIME: 17:00
6/10/09 DP CHRIS DANSER 228 313 4400
Footers and thickened slab not to plans.DP.$35.
11 02 6/11/09 MJ BD SLAB TIME: 17:00
6/11/09 AP IF YOU HAVE THE TIME WE TOLD HIM THIS MAYBE FRIDAY
17 01 6/23/09 MJ BD ROOF SHEATHING TIME: 13:00
6/23/09 AP roof sheathing Chris 228-313-4400 PM request
PARTIAL, DOORMERS NOT CONSTRUCTED YET.
99 01 6/23/09 MJ BD WALL SHEATHING TIME: 13:00
6/23/09 AP wall sheathing inspection PM request Chris 228-313-4400
PARTIAL, DORMERS NOT CONSTRUCTED YET.
18 01 7/01/09 MJ BD ROOF IN PROGRESS/DRY-IN TIME: 17:00
7/01/09 AP CHRIS AM APPT 228 313 4400
Also house-wrap/tyvek is approved.
19 01 7/01/09 MJ BD HOUSE WRAP TIME: 17:00
7/01/09 AP inspected hse wrap/tyvek with roof dry in
inspected with roof dry in request.
WD O1 7/13/09 MJ BD WINDOW AND/OR DOOR INSTALL TIME: 17:00
7/13/09 AP WINDOW & DOOR INSTALLATION
CHRIS DANSER PM APPT
Also looked at the strapping on the exterior for the tieing
of first floor framing to the second floor framing. 24 in.
straps.
13 01 7/15/09 MJ BD FRAMING TIME: 17:00
7/16/09 AP
15 01 7/17/09 MJ BD INSULATION TIME: 17:00
7/16/09 AP PM APPT
16 01 8/14/09 MJ BD CERTIFICATE OF COMPLETION TIME: 17:00
CHRIS DANCER PM INSPECTION REQUEST
-------------------------------------- COMMENTS AND NOTES --------------------------------------
ENGINEERING COVER SHEET
Job Number: H9043833
Sold To: CHRIS DANSER
Ship To: 72 WEST 6T" ST
Lot/Block/Subdivision:
Model:
County: DUVAL
Design Code: FRC 2007/TP12002 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-05
Wind speed (mph): 120 mph
Design Software: MiTek 20/20 —Version 7.1
Total Roof Load: 37 psf Total Floor Load: 55 psf
Engineer or Professional of Record:
Charles P. DiGiacomo, PE license No. 59660, 1210 Lane Ave. S., Jacksonville, FL, 32205
This package include 6 Individual, dated Truss Design Drawing(s).
# Truss ID: Date: # Truss ID: Da e: # Truss I Date: # Truss ID: Date: # Truss ID: Date:
1 A01 5/6/09 16 31 46 61
2 A02 5/6/09 17 32 47 62
3 IA03 5/6/09 18 33 48 63
4 A04 5/6/09 19 34 49 64
5 B01 5/6/09 20 35 50 65
6 B02 5/6/09 21 36 51 66
7 22 37 52 67
8 23 38 53 68
9 24 39 54 69
10 25 40 55 70
11 26 41 56 71
12 27 42 57 72
13 28 43 58 73
14 29 44 59 74
15 30 45 60 75
Charles P. DiGiacomo, P.E. (Truss Design Engineer; FL PE License#59660
1210 Lane Ave. S., Jacksonville, F132205
With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss
designs listed above only. This index sheet to be compliant with 61G15-31.003 sec.5 of the Florida Board of
Professional Engineers.
The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed above. The suitability and use of each Truss design drawing for any particular
building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2.
Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed.
WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI
1-03 published by TPI and WTCA for safety practices prior to performing these functions.
M Y 09
f L E
COPY
The engineer's signature on this packet certifies that the individual component depicted,if built
with the materials and to the placements and tolerances specified, will bear the loads shown on the
drawings. The loading and dimensions specified have been provided by others and have not been
verified by the signing engineer. The building designer is responsible for determining that the
dimensions and loads for each component match those required by the plans and by the actual use of
the individual component. The building designer is responsible for ascertaining that the loads shown
on the designs meet or exceed applicable building code requirements and any additional factors
required in the particular application. The engineers seal on the attached component designs indicates
acceptance of professional engineering responsibility solely for the design of the individual component
assuming that the loading and dimension requirements are as represented to the engineer. The
suitability and use of this component for any particular building is the responsibility of the building
designer in accordance with ANSI/TPI 1-2002 Chapter 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not limited to,
the loading factors used in the design of the component,the dimensions of the component, the transfer
of lateral/vertical loads from the roof and/or forward to the shear walls down to the foundation,
connection of the components to the bearing support, the design of the bearing supports,the design and
connection to the shear walls, the design of temporary or permanent building bracing required in the
roof and/or floor systems, transfer of vertical/lateral loads down to the foundation,the design of the
foundation or analyses in connection with the roof and/or floor diaphragms of the building.
2
:;, .z
F
�GA
Truss Type Qtly 00
43833 ATTICBuild East,Pooler, 7.110 s Dec 15 2008 MiTek Industries,Inc. Wed May 06 11:18:22 2009 Page 1
2-0-0 4-2-0 9-44 1344 15-0-016-7-12 20-7-12 25-10-0 30-0-0 32-0-0
2-0-0 4-2-0 5-2-4 4-0-0 1-7-12 1-7-12 4-0-0 5-2-4 24 0 00
I r
3x8=
3.8= Scale=166 3
E G
7.00 12 / W6
5x4 II \\
'
2.4 II // \ � 2xd 11
G T2 \\ 11
8.81 \
8,6"
C I
60 i
\ 6x8
G61 B2
R Q R T O ry
3x10 II 3.8= 6.8= 5x12 MT20H= 6.8= 3.8= L
3.10 II i
I
I
4-2-0 9-4-4 20-7-12 25-10-0 30-0-0
4-2-0 5-2-4 11-3-8 5-2-4 4-2-0
Plate Offsets X Y: B:0-3-0 0-1-12, J:0-3-0 0-1-12 M:0-3-8 0-1-8, N:0-3 8,0-3-0 P:0-3-8 0-3-0, Q:0-3-8 —
LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0.64 N-P >555 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.99 N-P >360 240 MT20H 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 L n/a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Attic room -0.38 N-P 360 360 Weight:21716
LUMBER BRACING
TOP CHORD 2 X 6 SYP DSS"Except' TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc pur ins, except end verticals.
T1,T4:2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing.
BOT CHORD 2 X 6 SYP DSS JOINTS 1 Brace at Jt(s):S
WEBS 2 X 4 SYP No.2
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection in accordance with Stabilizer Installation guide
REACTIONS (Ib/size) R=1783/0-1-13(input: 0-3-8),L=1763/0-1-12(input: 0-3-8)
Max HorrR=466(LC 6)
Max UpliftR=-837(LC 7),L=-823(LC 8)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD B-C=-1996/843,C-D=-2278/865,D-E=-1719/851,E-F=-433/1237,F-G=-426/1227,G-H=-1729/857,H-I=-2266/857,I-J=-1961/821,
B-R=-1650/916,J-L=-1624/900
BOT CHORD Q-R=-381/491,P-Q=-733/1728,P-T=-408/1785,0-T=-408/1785,N-O=-408/1785,M-N=-572/1696
WEBS E-S=-3291/1520,GS=-3291/1520,D-P=-86/846,H-N=-58/801,C-Q=-685/262,I-M=-697/271,C-P=-358/486,FS=-94/265,B-Q=-687/1718,
J-M=-660/1677,1-N=-372/472
NOTES (12-13)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom
chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,ES,G-S
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.N-P
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)R=837,L=823.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)100 Ib down and 68 Ib up at 12-Mon bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
10)Attic room checked for U360 deflection.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
12)Paul DiGiacomo,PE 1159660,1210 Lane Ave.S.Jacksonville,FL 32205
13)Engineering responsibility solely for truss design drawing, The suitability and use of truss design for any particular building is the responsibility of the Building
Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI&WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:P-R=20,N-P=-100,L-N=-20,A-B=-54,B-D=-54,O-E=-04,E-F=-54,F-G=-54,G-H=-64,H-J=-54,J-K=-54,E-G=-10
Concentrated Loads(lb)
Vert:T=100(F)
Job Truss Truss Type Qty Plyj2Job
0
H9043833 A02 ATTIC 4_ Reference o tional
ProBuild East,Pooler,GA 7.110 s Dec 15 2008 MiTek Industries,Inc. Wed May 06 11:18:24 2009 Page 1
2-0-0 4-2-0 9-4-4 13-4-4 15-0-0 16-7-12 20-7-12 25-10-0 30-0-0 32-0-0
r 2-0-0 4-2-0 5-2-4 4-0 0 1-7-12 1-7 12 4-0-0 5-2-4 4-2-0 2-0-0
S.I.=1X53.1
6x6_
F
6=
T � U3x6=
E O
W6
7.00 Fi1
1.5x4 11
2x4 II 2x4 11
D H
/T2/ T3
� 1
c /
i
\ � fixs
5xe o vvv �/
6 T1 1
1 K
61 82
O
O P N M L
R 4= 3xd= 5x8— 3x4= 4.4—— 3x4
3x4 II
4-2-0 9-4-4 20-7-12 25-10 0 30-0-0
4-2-0 5-2-4 11-3-8 5-2-4 4-2-0
Plate Offsets X Y: B:0-3-0 0-1-12 J:0-3-00-1-12
LOADING(psf) SPACING 3-2-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.55 N-P >654 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.83 N-P >431 240
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 L n!a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Attic room -0.32 N-P 422 360 Weight:434 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP DSS"Except' TOP CHORD 2-M oc purlins(6-0-0 max.), except end verticals
T1,T4:2 X 4 SYP No.2 (Switched from sheeted:Spacing>2-0-0).
BOT CHORD 2 X 6 SVP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
WEBS 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s):F,B,J,S
REACTIONS (Ib/size) R=305510-1-13(input: 0-3-8),L=3055/0-1-13(input: 0-3-8)
Max HorzR=-572(LC 5)
Max UpliftR=-838(LC 7),L=-838(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-3413/1466,C-D=-3736/1413,D-E=-2815/1395,E-T=-725/1945,F-T=-723/2023,F-U=722/2023,G-U=-725/1945,G-H=-2815/1395,
H-1=-3736!1419,4-)=-3413/1466,B-R=-2842/1595,)-L=-2842/1595
BOT CHORD Q-R=476/616,P-Q=-1023/2917,O-P=-624/2907,N-0=-624/2907,M-N=-1051/2917
WEBS E-S=-537912510,G-S=-537912510,D-P=-105/1285,H-N=-105/1285,C-Q=-11121385,1-M=-1112/384,C-P=-4101664,F-S=-1571432,
B-Q=-1167/2844,J-M=-1165/2844,1-N=-410/664
NOTES (12-13)
1)2-ply truss to be connected together with 10d(0.131"0")nails as follows:
Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will ft between the bottom
chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,E-S,G-S
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.N-P
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s)except Qt=11b)R=838,L=838.
10)Design assumes 42(flat orientation)purlins at oc spacing Indicated,fastened to truss TC w/2-1 Od nails.
11)Attic room checked for U360 deflection.
12)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205
13)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building
Designer.Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to SCSI 1-03 published by TPI&WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:P-R=-32,N-P=-158,L-N=-32,A-B=-86,F-T=-86,F-U=-86,J-K=-86,E-G=-16
Trapezoidal Loads(plf)
Vert:B=-135(F=-49)-to-D=-100(F=-15),D=-116(F=-15)-to-E=-103(F=-1),E=-87(F=-1)-to-T=-86,U=-86-to-G=-87(F=-1),G=-103(F=-1)-io-H=-116(F=-15),
H=-100(F=-15)-to-J=-135(F=-49)
Job Truss Truss Type Qty Ply 00
v H9043833 A03 GABLE i� 1
Job Reference o tional
ProBuild East,Pooler,GA 7.110 s Dec 15 2008 MiTek Industries,Inc. Wed May 06 11:18:26 2009 Page 1
-2-0-0 15-0-0 30-0-0 32-0-0
2 0 0 15-0-0 15-0-0 2-0-0
Scale=1-.53.1
5x6=
L
K/ M
W2 \
1.5.4 II
J
3 T4 N
I G
Ove i N � P 4,6
1.5"411 G / G 1.5x411
R
1.5x4 II 1.5x4 II
[ S
1 5x4 II / \® 1.5x4 11
8.6 II
D /
T T T T 8.611
G �
A00 11 Ove II // T T T D 4.8 II
� 11
g T _, 11-g-0 T12 V
E T1
3
T LT \
W
81 g2
AN AM AL AH Al Al AH AG AF AE AD AC AS AA Z Y x4.411
44 11 4.6=
30-0-0
Plate Offsets X,Y: C:0-3�,0-4-01 [G:0-3-0 Edge] [Q:0-3-0 Edge] [U:0-3-8 0-4-0i [X:Edge 0-3-81
LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.03 W n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.05 W n/r 120
BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 X n/a n/a
SCOL 10.0 Code FRC2007ITP12002 (Matrix) Weight:233 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals.
T3,T4:2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2 X 6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing be installed
WEBS 2 X 4 SYP No.2 Burin truss erection in accordance with Stabilizer Installation uide.
OTHERS 2 X 4 SYP No.2
REACTIONS All bearings 30-0-0.
(lb)- Max HorzAN=448(LC 6)
Max Uplift All uplift 100 Ib or less at joint(s)AG,AE,Al,AL,AC,Z except AN=-299(LC 5),X=-273(LC 6),AH=-831(LC 1),
AJ=-101(LC 7),AK=-109(LC 7),AM=-334(LC 6),AD=-831(LC 1),AB=-100(LC 8),AA=-109(LC 8),Y=-313(LC 5)
Max Grav All reactions 250 Ib or less at joint(s)AJ,AK,AL,AS,AA,Z,Y except AN=589(LC 1),X=589(LC 1),AG=1387(LC 11),
AE=1387(LC 12),AI=297(LC 1),AM=267(LC 5),AC=297(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-AN=444/342,V-X=-444/344,B-C=-360/253,C-D=-275/200,D-E=-300/209,E-F=-301/204,F-G=-297/234,
G-H=-266/238,H-I=-281/278,I-0=-233/319,J-K=-364/429,M-N=-364/429,N-0=-233/302,O-P=-281/265,
P-Q=-266/226,Q-R=-297/222,R-S=301/189,S-T=-300/187,T-U=-275/180,U-V=-3601230
BOT CHORD AM-AN=-136/294,AL-AM=-136/294,AK-AL=-136/294,AJ-AK=-136/294,AI-AJ=-136/294,AH-A1=-136/294,
AG-AH=-136/294,AF-AG=-136/294,AE-AF=-136/294,AD-AE=-136/294,AC-AD=-136/294,AB-AC=-136/294,
AA-AB=-136/294,Z-AA=-136/294,Y-Z=-136/294,X-Y=-135/294
WEBS J-AG=-312/314,N-AE=-312/298,K-AO=-81/488,M-AO=-81/488
NOTES (11-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail"
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom
chord and any other members,with BCDL=1 O.Opsf.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)AG,AE,Al,AL,AC,Z except Ot=1b)AN=299,
X=273,AH=831,AJ=101,AK=109,AM=334,AD=831,AB=100,AA=109,Y=313.
11)Paul DlGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205
12)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building
Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to SCSI 1-03 published by TPI&WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 00
H9043833 Tru GABLE 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.110 s Dec 15 2008 MiTek Industries,Inc. Wed May 06 11:18:28 2009 Page 1
-2-0-0 7-7-12 15-0-0 22-4-4 30-0-0 32-0-0
22-0 00 7-7-12 7-4-4 �- 7-4-4 7-7-12 2-0-0
2x4
4,10=
} 20-10A
I
3 \\3x6 i \
\S 5 T 3x4 ti
G
40 iN 6.12
\\\
n Ti T1]
T
\\\
T 1 T1 ri \\� _ 5
3.4 i \��
].0012 3 W7\ \ 4x411
4x8 11 c T I T
T 11
B T
\J III
61L2, 82
AV L AW A%
5.6= 6.8— 3.4= 3.4= K
x w V u T s R Q P o N M 5x6=
10-1-3 19-10-13 30-0-0
10-1-3 9-9-11 10-1-3
Plate Offsets KY):: F:0-2-0 0-M [1:0-2-0,0-1-121
LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.76 VeA(LL) -0.16 K-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.40 K-L >443 240
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.03 K n/a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Weight:301 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-U oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2 X 4 SYP No.2 10-0-0 oc bracing:K-L.
OTHERS 2 X 4 SYP No.2 WEBS 1 Row at midpt F-R,H-K
MiTek recommends that Stabilizers and required cross bracing be installed
Burin truss erection in accordance with Stabilizer Installation guide.
REACTIONS All bearings 16-0-8 except Qt=length)K=0-3-8.
(lb)- Max HorzW=351(LC 5)
Max Uplift All uplift 100 lb or less atjoint(s)N,U except R=-793(LC 7),K=-343(LC 8),V=-126(LC 11),W=-125(LC 7)
Max Grav All reactions 250 lb or less atjoint(s)N,0,P.Q,S,T,U,V,W except R=1510(LC 1),K=839(LC 12)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-X=-325/530,I-K=-464/523,C-D=-41/314,D-E=-421/555,E-F=-405/737,F-G=-540/404,G-H=-604/346,H-1=-413/300
BOT CHORD W-X=-379/634,V-W=-3791577,U-V=-3791577,T-U=-379/577,S-T=-379/577,R-S=-379/577,Q-R=-84/400,P-Q=-84/400,O-P=-84/400,
N-O=-84/400,M-N=-84/400,M-AV=-84/400,L-AV=-84/400,L-AW=-15/598,AW-AX=-15/598,K-AX=-15/598
WEBS F-L=-427/666,H-L=-3271540,F-R=-1267/952,D-R=-4061588,D-X=-713/487,H-K=-414/100
NOTES (9-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail'
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom
chord and any other members,with BCDL=10.Opsf.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)N,U except Qt=1b)R=793,K=343,V=126,
W=125.
9)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205
10)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building
Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI&WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Oty =1,1
H9043833 B01 GABLE 1onal
ProBuild East,Pooler,GA 7.110 s Dec 15 2008 MITek Industries,Inc. Wed May 06 11:18:30 2009 Page 1
4-8-8 9-1-8 _ 13-6-8 18-3-0 20-3-0
~ 2-0-0 8-8 4-5-0 4-5-0 4-8-8 2-0-0
S.1—134
46-
E
4x4 i \ \\ 4x4
D
2
STE Wq T
T1 \
3x4
G
T 12 6.6 II C / W� \\\\ 5x6 II
B H
T
T T1 \\
T 4
W1 T T'
\ 1
/ 81 82
U]x6=
T S R a P 0 N ML K 4x4-J
9-1-8 18-3-0
9-1-8
Plate Offsets X Y): M:0-3-0,0-0-4
LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.02 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.04 1 n/r 120
BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.03 J n/a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Weight:162 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.2 Mi Tel recommends that Stabilizers and required cross bracing be installed
OTHERS 2 X 4 SYP No.2 durin truss erection in accordance with Stabilizer Installation uide.
REACTIONS All bearings 14-3-0.
(Ib)- Max HorzT=271(LC 6)
Max Uplift All uplift 100 Ib or less atjoint(s)R,S,K except Q=-1429(LC 7),J=-298(LC 11),T=-187(LC 7)
Max Grav All reactions 2501b or less atjoint(s)R,S,T,P,0,N,L,K except 0=1286(LC 1),J=264(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD D-E=-918/728,E-F=-917/727,B-U=-227/437,H-J=-241/410
BOT CHORD T-U=-351/777,S-T=-351/721,R-S=-351/721,Q-R=-351/721,P-Q=-472/723,O-P=-472/723,N-O=-472/723,M-N=-472/723,L-M=-472/723,
K-L=-472/723,J-K=-472(723
WEBS E-Q=-913/1173,F-Q=-284/474,D-Q=-297/477,D-U=-960/419,F-J=-833/554
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail"
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom
chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)R,S,K except Qt=1b)Q=1429,J=298,T=187.
9)Non Standard bearing condition. Review required.
10)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building
Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI 8 WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 00
H9043833 602 COMMON 3 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.110 s Dec 15 2008 MiTek Industries,Inc. Wed May 06 11:18:31 2009 Page 1
2-0-0 4-1-12 9-1-8 14-1-4 18-3-0 20-3-0
2-0-0 4-1-12 4-11-12 4-11-12 T 4-1-12 2 0 0
Scale=134
4e6=
D
Ili \
].00 12 \\
3x6 i / \ 3x6
E
G
T1 T2
6.8 6.8
W] \ F
G
B1 B2 \
M K , 6x6=
3.6 II 3.8— 3x4 H
6.8= 3x8 IV
4-0-0 4-1-112 9-1-8 14-1-4 1 18-3-0
4-0-0 0-1-12 4-11-12 4-11-12 4-1-12
Plate Offsets X Y:[B:0-3-0,0-1-121,[F:0-3-0.0-1-12 I:0-3-8 0-3-n, L:0-3-8 0-3-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.06 I-K >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) 0.05 I-K >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Hoa(TL) 0.00 H n/a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Weight:117 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2 X 4 SYP No.2 8-5-9 oc bracing:I-K.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection in accordance with Stabilizer Installation guide.
REACTIONS (ib/size) L=1004/0-1-8(input: 0-3-8),H=557/0-1-8(input: 0-3-8)
Max Horz L=289(LC 6)
Max UpliftL=-1187(LC 7),H=-472(LC 7)
Max GravL=1004(LC 1),H=575(LC 12)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD B-C=-527/390,C-D=-2451547,D-E=-272/545,E-F=-454/815,F-H=-538/905
BOT CHORD K-L=-288/597,J-K=-523/347,1-J=-523/347
WEBS E-K=-2131519,C-K=-8641547,C-L=-82111267,B-L=-2631582,F-I=-576/385
NOTES (6-7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 1-0-0 wide will fit between the bottom
chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)L=1187,H=472.
6)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building
Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI&WTCA for safety
practices prior to performing these functions.
LOAD CASE(S)Standard
END OF TRUSS DESIGN
DRAWINGS
ALL ADDITIONAL INFORMATION IS PROVIDED SOLELY FOR
USE AS REFERENCE. THE SUITABILITY AND USE OF THE
PRECEEDING TRUSS DESIGN DRAWINGS FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER,
PER ANSI/TPI 1-2002 SECTION 2.
30-0-0
I
A01
A01 o O
o o
� N
A01 N
A01
A01 0
0
N
A02
0
c
v
A02
o V
1-4 N
A01 0
A01 q
0
0
C6 A01 o O
o _
m �
A01
A02
0
v
A02
A01
A01
A01
0
A01
A01
A01 o O
N a
A01
A
15-9-0 B02
0
B02
nioa
GHM DAN5EF Boz
NPR Po.,; Z
72 WEST 6TH 5T
CompanaMs Oe�rcsion
Ent Region CUSTOM
6 RJ Ge-cie Foee e�uiSiM
Podw.GR 31322
ivin are-vvvi isizi.ue-awi m" Nis P` 5�5iw °"re �H9043833 4-0-0 14-3-0
To: Reaction
CHRIS DANSER Job Number: J0900033
Fax: Page: 1
Project: 119043833 Block No: Date: 05/06/09 11:22:09
Model: Lot No:
Contact: Site: Office: _ Deliver To: Account No: 000000013
Name: 72 WEST 6TH STREET Designer:
Phone: Salesperson: Inside Sales
Fax:
Quote Number:
Tentative Delivery Date: P.O.Number:
Profile: Qty: Truss Id: Span: Truss Type: Top Pit.
Height Reactions:
Bot.Pit.
30-00-00 7.00 Joint L Joint R
18 A012 X 62 X 6 ATTIC 10-03-01 1763.1 tbs. 1783.3 lbs.
216 tbs.each -823.4 tbs. -837.2 tbs.
30-00-00 7.00 Joint L Joint R
8 A02 (4)2-Ply 2 X 62 X 6 ATTIC 10-03-01 3055.0 lbs. 3055.0 tbs.
216 lbs.each -837.9 lbs. -837.9 lbs.
30-00-00 7.00 Joint X Joint Y Joint Z Joint[ Joint\
1 A03 2 X 62 X 4 GABLE 09-11-00 589.0 tbs. 246.1 lbs. 189.0 tbs. 99.9 lbs. 77.8 tbs.
233 tbs.each -272.9 tbs. -313.5 tbs. -74.5 tbs. -108.9 tbs. -100.1 tbs.
! 30-00-00 7.00 Joint K Joint N Joint O Joint P Joint Q
t 1 i 1 A04 GABLE 09-11-00 839.3 tbs. 171.0 tbs. 64.1 tbs. 67.9 tbs. 37.2 tbs.
301 lbs.each
_,.� ai.^J.. 342.5 tbs. -0.7 tbs. 9.3 lbs. l 1.1 lbs. 10.5 tbs.
�= 18-03-00 7.00 Joint J Joint K Joint L Joint N Joint O
t z 1 B01 GABLE 06-05-14 263.6 tbs. 92.9 tbs. 37.3 lbs. 57.8 tbs. 51.6 Ibs.
161 tbs.each -297.8 tbs. -6.9 tbs, 11.4 tbs. 12.9 tbs. 16.0 tbs.
18-03-00 7.00 Joint H Joint L
3 B02 COMMON06-09-15 575.3 tbs. 1004.0 tbs.
„� 116 tbs.each -472.2 tbs. 1187.4 lbs.
JANUARY 21, 2000 L-BRACE DETAIL ST - L-BRACE
E:= ®R MiTek Industries, Inc. Chesterfield, MO.
aha ❑aa
00
MiTek Industries, Inc.
Note: L-Bracing to be used when continuous
Nailing Pattern lateral bracing is impractical. L-brace
L-Brace size Nail Size Nail Spacing must cover 90%of web length.
IA or 6 10d 8"o,c-
2x4, 6, or 8 16d 8"o.c.
Note`Nail along entire length of L-Brace
(On Two-Ply's Nail to Both Plies) L-Brace Size
for One-Ply Truss
Specified Continuous
Nails Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 IA
2x6 U6
2x8 2x8
SPACING DIRECT SUBSTITUTION NOT APLICABLE
WEB
-A L-Brace Size
L-BRACE for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
20 or 2A 2A
2x6 2X6
2X8 2x8
Nails Section Detail DIRECT SUBSTITUTION NOT APLICABLE
L-Brace
Web
L-Brace must be same species grade(or better}as web member,
TP!LATEbats Numbering System
CATION AND ORIENTATION
3/d Center plate on joint unless x,y Failure to Foi1t,
offsets ore indicated, b-4-8 dimensions shown in ft-in-sixteenths Damage or Personal it
Dimensions are in ft-in-sixteenths, �� (Drawings not to scale)
Apply plates to both sides of truss ! 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. I diagonal or X bracing,is always required. See BCSii.
I
t ,r 2. Truss bracing must be designed by on engineer.For
�"
Y111 1 2 3 wide truss spacing,individual lateral braces themselves
TOP CHORDS may require bracing,or ottemative T,1,or Eliminator
CI C2-3 bracing should be considered.
-2 I
4 3. Never exceed the design loading shown and neverss
p
1 WEBS c stack materials on inadequately braced trues.
O �'� 3 �7 3 C7 4. Provide copies of this truss design to the building
4 x 2 orientation,locate U xe designer,erection supervisor,property owner and
plates 0-'rad'from outside n_ ` v {? al other interested parties
edge of truss. .0 c,,� c 7 C'116 R5. Cut members to bear tightly against each other. jl
BOTTOM CHORDS 6. Place plates on each face of truss at each I
This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint
- required direction of slots in locations are regulated by ANSI/TPI 1.
connector plates. 7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI i,
'Plate location details available in MiTek 20/20
software or upon request. 8, Unless otherwise noted,moisture content of lumber
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication.
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for
I� use with fire retardant,preservative treated,or green lumber.
The first dimension is the (ate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
X
� p 10.Camber is a non-shuctuml consideration and is the I
/` width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to
to slots.Second dimension is comber for dead load deflection,
{ t
the length parallel to slots,11 1 i.Plate type,size,orientation and location dimensions
LATERAL BRACING LOCATION
PRODUCT CODE APPROVALS indicated are minimum plating requirements.
ICC-ES Reports: 12.Lumber used shalt be of the species and size,and
in all respects.equal to or better than that
Indicated by symbol shown and/or ESR-131 I,ESR-1352,ER-5243,ESR-1988, specified'
by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at
output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design.
if indicated. 95110,84-32,96-67,ER-3907,9432A
f 14.Bottom chords require laterol bracing at 10 ft,spacing. I
BEARING or less,if no ceiling is installed,unless otherwise noted,
15,Connections not shown are the responsiblity of others.
Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. icons vary but i approval of an engineer.
reaction section indicates joint
number where bearings occur. 17.Install and load vertically unless indicated otherwise.
18.Use of green ar treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
project engineer before use. i
Industry Standards:
ANSI/TPiI: National Design Specification for Metal 19.Review all portions of this design(front,back,words
Plate Connected Woad Truss Construction. and pictured before Use.Reviewing pictures atone
is not sufficient.
nsB-89: Design Standard for Bracing.
Building Component Safety Information, 20.Design assumes manufacture in accordance with
'^to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
-^inct of Metal Plate
-^C
OCTOBER 1, 2006 Standard Gable End Detail SHEET 2
R MTek Indistries,Chesterfield,MO Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" ox.
HORIZONTAL.BRACE 2x6 DIAGONAL BRACE SPACED 4$"O.G.
(SEE SECTION A-A) ATTACHED TO VERTICAL VVITH f4)-16d
MiTek Industries, Inc, Roof Sheathirt COMMON WIRE NAILS AND ATTACHED
g TO BLOCKING WITH(5)-10d COMMONS.
i
1'-3"
�MaX.�I •) ±1 -.. R.
T IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR ` NAIL DIAGONAL BRACE TO
THE PROJECT ENGINEERiARCHTECT TO DESIGN THE PIJRLIN WITH TWO 16d NAILS
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE I
;TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS �;1
Z 2X 4 PURLIN FASTENED TO FOUR TRUSSES
j WITH TWO 16d NAILS EACH,FASTEN PURLIN
• TO BLOCKING Wt TWO 16d NAILS(MIN)
DIag. Brace PROVIDE 2x4 BLO;KING BETWEEN THE TRUSSES
at 1/3 pOlI1tS x ;.SEIPPORTiNG THE BRACE AND THE TWO TRUSSES I
If needed ;x ; ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH(2)-14d NAILS AT EACH END.
ATTACH DIAGONAL BRAE TO BLOCKING WITH
(5)-10d COMMON WIRE NAILS.
End Wall f
j _.....__..__._ CEILING SHEATHING
BRACING_ REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL
METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND PAST EN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
{ NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE
( AND SPECIES AS THE TRUSS VERTICALS
6!
NAILING SCHEDULE: \ "
FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE
ROW OF 10d(.131"X 3")NAILS SPACED 6"D.C.
FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO
ROWS OF 10d(A31"X 3')NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) l
4
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1 I `
1 ALL BRACING METHODS SHOWN ON PAGE 1 ARE 1
VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
1 ON THE INTERIOR SIDE OF THE STRUCTURE.
�( x
i i ? AN ADEQUATE.DIAPHRAGM OR OTHER METHOD OF BRACING MUST
f STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
I( GABLE TRUSS F I CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
,
IN THIS DETAIL IS FOR THE VERTICALISTUDS ONLY.
NOTE:THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS.TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
� i
STANDARD
GABLE TRUSu
_ _ - .
OCTOBER 1, 2006 Standard Gable End Detail ST-GE120-001
MiTek Industries,Chesterfield,MO Page t of 2 '
Typical x4 L-Brace Nailed To
2x Verticals Wi10d Nails,6"c.c. Vertical Stud
44j-16d Common \
Vertical Stud
Wire Nails BRACE.
� 16C
MiTek Industries, Inc. mw
nn
1d +
SECTION B-B ails
DIAGONAL GRACE � ,... a.. ,.. ., Sp 1 ed G"ox.
"7
d OC MAX _._ __,._..__..�_. .. ..... - _.
_ _. _ 2)-10d Comrnan 1x6 S j c,
_., u..,.
-_ Wire Nails into 2x6
TRUSS GEOMETRY AND CONDI C IONS ,'.'+�.,, .'-x4 No.i�f Gatter
t"! SHOWNARLFOR ILLUSIRAHONONI.Y ......,..7ypIC8I Ht:rrtrontai Brace (.
Nailed To 2x_Verlicais
j 11SECTION - 20 � wt(0-10o Common Nails
A Varies to Common Truss PROVIDE 2x4 B_OuKi J
1' E.
�4
SEE INDIVIDUAL MITEK ENGINEERING TR NG BETWEEN THE FIRST
TWO TRUSSES S A o NOTED. TOENAIL BLOCKING
DRAWINGS FOR DESIGN CRITERIA
.A TO TRUSSES WI T H(2)-10d NAILS AT EACH END.
* ATTACH DIAGONAL BRACE TO BLOCKING WITH
�
10(l COMMON;VIRE NAILS. /
3x4= /
-.
BB �4)-Lid NAILS MINIMUM,PLYWOOD /
.' :'l._ / % . _ ,_'...� _ _ �..., SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing J
g g �� -L-Brac{ngR®ler
Refer to Section A-A to Section B�B
l24"Max Roof Sheathing
t
NOTE:
GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND .1 3 (2)-10d ! i
WALL 70 BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT, {'
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. MaX i „f-.may' z
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
u; I i'y (2)-10d NAILS
BRACING OF ROOF SYSTEM. V
4,"L"BRACES SPECIFIED ARE TO BE FULL LENGTH, GRADES:1x4 SRB ;l r
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED W O.C.
S.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF 4f_ 'Trusses 24"C1,G,:
DIAPHRAM AT 4'-0"O.C. *ti
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6'O.C.HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. ,'7x6 DIAGONAL BRACE SPACED 48"O.C,
(REFER TO SECTION A-A) Diag. Brace ATTACHED TO VERTICAL WITH(A)-18d
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L1240. at 1/3 points-__ / ; COMMON WIRE NAILS AND ATTACHED
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. it ;i TO BLOCKING WITH(S)-10d COMMONS.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR If needed
TYPE TRUSSES. '
I
End Wall i _ HORIZONTAL BRACE
_.
�_.....
(SEE SECTION A-A)
__. .....................
DIAGONAL 2 DIAGONAL
Minimum Stud (Without 1x4 2x4 BRACES AT
Stud Size Spacing Brace L Brace L Brace BRACE 113 POINTS
Species ----- _.._ __. ............
and Grade Maximum Stud length
.............
2x4 SPF StdrStud 12 O.C. 4-3-2 4-7- 6-6-5 8-6-3 12-9-6
2x4 SPF StdtStu,1 16 O.C. 10-7 4 0 0 5 7 13 7$14 11 7 5
_. _ _ ._
2x4 sPF stdl5tud 24 O.C. 3-2-0 3 3 2 4-7-6 6-4-0 9 6 0
- Diagonal braces over 6-3"require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12`-6'require 2x41-braces
attached to bath edges. Fasten T and I braces to narrow edge
of web with 10d common wire nails Bin o.c„with Sin minimum
end distance. Brace must cover 90%of diagonal length.
MAXIMUM WIND SPEED=1201 MPH
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING
EXPOSURE B or C -
ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDINGI
DURATION OF LOAD INCREASE:1,60 ,CONNECTION OF BRACING IS BASED ON ML\FR5
OCTOBER 1, 2006 TRUSSED VALLEY SET DETAIL ST-VALLEY SYP
MiTek Industries,Chesterfield, Mo Page 1 of 1
GENERAL SPECIFICATIONS
0 00
00(0 1.NAIL SIZE=3.5"X0.131"=16d
2.INSTALL VALLEY TRUSSES(24"O.C. MAXIMUM)AND
u SECURE PER DETAIL A
MiTek Industries,Inc. 3.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
GABLE END,COMMON TRUSS 4.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
OR GIRDER TRUSS EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
5.NAILING DONE PER NDS-01
6.VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
7.ALL LUMBER SPECIES TO BE SYP.
i u n n
��i
BASE TRUSSES
VALLEY TRUSS TYPICAL �
-Lu
-LLL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P 12 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS
W1 ONE ROW OF 16d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05
NAILS 6"O.C. MAXIMUM WIND SPEED=120 MPH
ATTACH 2x4 CONTINUOUS NO.2 SYP MAX MEAN ROOF HEIGHT=30 FEET
TO THE ROOF W/TWO 16d(0.131"X 3.5")NAILS ROOF PITCH=MINIMUM 3/12 MAXIMUM 10/12
INTO EACH BASE TRUSS. CATEGORY II BUILDING
EXPOSURE C OR B
WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD=60 PSF
MAX SPACING=24"O.C.(BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 4.2 PSF
ON THE TRUSSES
DETAIL A
(MAXIMUM 1" SHEATHING)
N.T.S.
FEB. 1, 2000 BEARING BLOCK DETAIL ST-BLCKI
Page I of 1
UA TR DESIGN
LUMBER�S
F-7 REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND�LUMBER GR�ADES
F
oo IMPORTANT
This detail to be used only with one ply trusses
with a D.01, lumber increase of 1.15 or higher.
Trusses not fitting these criteria should be examined individually.
MiTek Industries, Inc.
0-3-8 ACTUAL BEARING SIZE
BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK REACTION BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS
AND GRADE ALLOWABLE LOADS
NAILING PATTERN ALLOWABLE LOAD(1b) TOTAL EQUIVALENT BEARING LENGTH
2x4 BOTTOM CHORD GYP 2966 929 3895 0-4-9
2 ROWS 03-OC. DF — 3281 855 4136 0-4-6
(8 TOTAL NAILS) HF 2126 736 2862 0-4-11
SPF 2231 726 2957 0-4-10
SYP 2966 1393 4359 0-5-2
24 BOTTOM CHORD DF 3281 1282 4563 0-4-13
3 ROWS @ 3-O.C. HF 2126 1104 3230 0-5-5
(12 TOTAL NAILS) SPF 2231 1089 3320 0-5-3
SYP 2966 1858 4824 0-5-11
2x$BOTTOM CHORD DF 3281 1710 4991 0-5-5
4 ROWS 0 3'O.C. HF 2126 1472 3598 0-5-14
(16 TOTAL NAILS)
SPF 2231 1452 3683 0-5-12
ASE' CASE 2
4'MINIMUM
HEEL HEIGHT z
BRG BLOCK TO BE SAME
_BLOCK SIZE,GRADE,&SPECIES
AS EXISTING BOTTOM CHORD. 1z'131
APPLY TO ONE FACE OF TRUSS.
NOTES:
1.USE LOWER OFTOP PLATE OR TRUSS WOOD SPECIES.
27HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3.NAILS DESIGNATED ARE 10d(131"DIAM.x Y')
FOR BEARINGS NOT NEARER THAN 3"TO THE END
OF A MEMBER(CASE 2),THESE VALUES MAY BE
MULTIPLIED BY A BEARING FACTOR OF 1.10
LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES.
SYP=565 psi
DF =625 psi
HF =405 psi
SPF =425 psi
NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES
GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER.
OCTO9, 2004 STANDARD PIGGYBACK
CT 29, 2004 TRUSS CONNECTION DETAIL ST-PIGGY
yti 2 x x 6'-0"S17E TO MATCH
%A-0
r
TOP_CHORD OF PIGGYBACK ALL VALUES SHOWN BELOW ARE
josI
ma A—i�ACHED TO ONE FACE OF TOP BASED ON LOAD DURATION OF 1.33
MiTek Industries,Inc. CHORD WITH 2 ROWS OF 1 Od?G 131"X 3")
NAILS SPACED 6"0 C
MAXIMUM UPLIFT SCAB
CAPACITY USING(10)
10d(0.131"X3)NAILS:
PIGGYBACK TRUSS SYP= 1409 LES
SPF= 1090 LDS
ATTACH PIGGYBACK TRUSS DF- 1290 LBS
TO EACH PURLIN WITH HF= 1117 LES
2-16d(0 131"X 3 5")NAILS TOENAILED SPF-S= 957 LBS
MAXIMUM UPLIFT PURLIN
CAPACITY USING(2)16d
(0.131"X 3.5')NAILS:
SYP= 155 LBS
SPF= 79 LBS
DF= 122 LBS
BASE TRUSS HE= 83 LBS
SPF-S= 54 LBS
SPACE PURLINS ACCORDINGTO MAXIMUM UPLIFT SHEATHING
THE MAXIMUM ATTACH EACH PURLIN TO TOP CAPACITY USING 1/2"SHEATHING
SPACING ON THE TOP CHORD OF THE BASE
TRUSS(SPACING NOT TO EXCEED 24"O C.} CHORD OF BASE TRUSS WITH AND(2)8d(0.t31"X 2.5')NAILS:
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. 2-I 6d(0 131"X 3 5")NAILS, SYP= 109 LBS
is FOR PIGGY BACK TRUSSES WITH SPANS,12' SPF= 55 LBS
SCAB MAY BE OMMITED PROVIDED THAT, DF= 65 LBS
ROOF SHEATHING TO BE CONTINUOUS OVER JOINT HE- 58 LBS
(SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) SPF-$= 37 LBS
CAP CONNECTION IS MADE TO RESIST UPLIFT.
SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING
CONNECTION CAPACITIES FOR SCABS,PURLINS,AND SHEATHING MAY BE COMBINED WHEN
DETERMINING OVERALL UPLIFT CAPACITY.
IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS:
REPLACE TOE NAILING OF CAP TRUSS To PURLINS WITH GUSSETS MAXIMUM UPLIFT GUSSET
AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE CAPACITY USING 71`16"GUSSETS
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS DESIGN DRAWING, AND(6)6d(0.113'X 2')NAILS:
CONNECTION AS ABOVE G'x 6"x 112"PLYWOOD or 7/16'088) SYP= M LBS
GUSSET EACH SIDE AT SPF= 367 LEIS
EACH BASE TRUSS JOINT, DF- 391 LBS
ATTACH WITH 3-6d(0A 13'X 2')NAILS HF= 367 LBS.
INTO EACH CHORD FROM SPF-S- 343 LBS
EACH SIDE(TOTAL-12 NAILS)
ADD PURLINS TO BOTTOM EDGE
FOR LARGE CONCENTRATED LOADS APPLIED MAXIMUM UPLIFT SCAB
TO CAP TRUSS REQUIRING A VERTICAL WEB: CAPACITY USING(20)
10d(0.131"X 3')NAILS:
1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP 2819 LBS
MUST MATCH IN SIZE,GRADE.AND MUST LINE UP SPF s 2141 LBS
AS SHOWN IN DETAIL.
VERTICAL WEB TO DF- 2560 LBS
EXTEND THROUGH 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH HF- 2234 LBS
D SO THAT THERE IS FULL WOOD
BOTTOM CHORD BOTTOM CHORD SPF-S= 1915 LBS
OF PIGGYBACK TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK
AND THE TOP CHORD OF THE BASE TRUSS.
3) CONCENTRATED LOAD MUST BE,APPLIED
TO BOTH THE PIGGYBACK AND THE BASE TRUSS.
4) ATTACH 2 x_x 6-0"SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF I Od(0.131"X W)NAILS
SPACED G"0 C.FROM EACH FACE (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS)
(MINIMUM 2X4)
5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS(@x1,15) REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
GREATER THAN 4000 LBS
6) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH
BASE TRUSS
MAY 7, 2003 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT
NOTES,
1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE F 30 DEGREES THE MEMBER
AND STARTE113THE LENGTH OF THE NAIL5PAC
2.THE END DISTD ANCE,EDGE DISTANCE,AND ING OF NAI LSWITH SHALLEND BE SUCOH N.
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
a 00 3, ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES
OR TOP PLATE SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
MiTek Industries, Inc,
END VIEW
SIDE VIEW
30,00,
TOP PLATE
OF
NEARSIDE NEAR SIDE 7 L
L/3
VIEWS SHOWN ARE FOR
FAR SIDE ILLUSTRATION PURPOSES ONLY
TOE-NAIL WITHDRAWAL VALUES PER NDS 2001 (lb/ns il)
DIAM. I SYP DF HF SPF SPF-S
0 .131 58.5 46.1 31.6 29.8 20.3
z
q .135 60.3 47.5 32,6 30.7 20.9
6 .162 72,3 57.0 391 36,8 25.1
ri
z .128 53A pp 27.0 18.4
2 .131 54.3 29.3 271 18.8
fn A48 61.4 483 33.2 31.3 213
ci
0 A20 45,9 362 248 23.4 15.9
z
A28 49.0 3$.6 26.5 25.0 ITO
o 131 501 39.5 27,11 25.6 17.4
148 56.6 44.6 30,6 28.9 19.6
VALUES SHOWN ARE CAPACITY PER TOE-NAIL,
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162'diam.x 3.5")WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3(nails)X 36.8(lb/nail)X 1.33(DOL for wind)=146.811b Maximum Allowable Uplift Reaction Due To Wind
For Wind DOL of 1.60:
3(nails)X 36.8(IbInail)X 1.60(DOL for wind)=176.61b Maximum Allowable Uplift Reaction Due To Wind
If the uplift reaction specified on the Truss Design
Drawing is more than 146,8 lbs(176-6 lbs)another
mechanical uplift connection must be used.
...USE(3)TOE-NAILS ON 2x4 BEARING WALL
"USE(4)TOE-NAILS ON 2x6 BEARING WALL
MAY 23, 2003 LATERAL TOE-NAIL DETAIL ST-TOENAIL
NOTES:
1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF30 DEGREES THE MEMBER
AND STARTED 113 THE LENGTH OF THE NAIL FRM THE MEMBER AS
2.THE END DISTANCE,EDGE DISTANCE,AND SPAOCING OF NAILSWITH SHALLEND BE SUCH SHOWN.
Doo AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
0 00 :1. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
MiTek Industries, Inc, SQUARE
CUT
SIDE VIEW SIDE VIEW
(2x4,24) (2x3)
3 NAILS 2 NAILS
NEARSIDE
- NFARSIDE
TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/r ail) FAR SIDE FARSIDE
NEAR SIDE
DIAM. SYP DF HF SPF SPF-S,
0 131 88.1 80.6 69.9 68.4 59,7
z
q .135 93.5 85.6 74.2 72.6 63.4
to .162 118.3 108.3 93.9 91.9 80.2
vi
z .128 84,1 76.9 66.7 65.3 57.0 30,00'
0
j .131 88.1 80.6 69.9 68.4 597
A48 106.6 97-6 841 82.8 723
0 AL
50.1 L
20 73�9 67.6 58.7 57.4
4_1 - -
0, .128 84A 76.9 66.7 65.3 57.0 U3
b .131 881 80.6 69.9 68.4 59.7
6 148 106.6 97.6 847 82.8 72.3
.
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162"diam,x 3.5")WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15:
3(nails)X 91.9(IbInail)X 1.1 5(DOL) 317,0 lb Maximum Capacity 45 DEGREE ANGLE
BEVEL CUT
SIDE VIEW
(2x3,2x4)
2 NAILS
NEAR SIDE
00* > 45,00* NEAR SIDE
U2 SIDE VIEW
(24)
U2 3 NAILS
U2 45-(
_WjL/2 NEAR SIDE
NEAR SIDE
NEAR SIDE
VIEWS SHOWN ARE FOR
I
ILLUSTRATION PURPOSES ONLY
[NOV 13, 2001T WEB BRACING RECOMMENDATIONS FIST-WEBBRACE
Fv-lnr?
EE—
M=N Mitek Industries, Inc,
MAXIMUM WEB FORCE(lbs.)
X-BRACE
24"O.C, 48"O.C, 72"0,C
IBAY SIZE
BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
A B C D A B C D C D
1C'-0" 3680 46DO 4600 6407 1344 40M 41501 CRG0 A 4034 6382
r
3154 3942 3942 5914 1344 394222 3942 5914 3942 « 5914
14,
_U. 2760 3450 3450 5175 1344 3450 3450 5`175 34,50 5175
1f".0. 2453 3066 30Gf 466) 1344 30rG 3CIC16 46CI) 30M 4600
18,01, 2205 2760 2700 4140 1344 27()0 2760
4140 2760 4140
20'-0" 2007 2509 256_- 3763 1344 2504 2509 3763 2509 3 7 G-5
L
-CONTROLLED BY CONNECTION
GENERAL NOTES
TYPE BRACING MATERIALS 1,X BRACING IS REOUIRED TO TRANSFER THE CUNIULATiVE LATERAL BRACE FORCE INTO THE
ROOF ANWOR CEILING DIAPIRRACOA THE DIAPHRAGM IS TO BE DESIGNED BY A OUALIFIED
PROFESSIONAL
1 X 4 IND,45$YP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%OF THE VVES FORCE,
A .OR. ',k XBRAC NG MATERIAL MUST BE S*IE SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE
IN'
MATERIAL,AND SHALL BE INSTALLED INSUCH A LIANNER THAT IT INTERSECTS WEB"EMBERS
1 X 4 02 SRS(DF.HF,SPF) ATAPPROX 45 DEGREES AND SHALL BE NAILED ATEACH END AND EACH INTERMEDIATE
TRUSS WITH 7-16d COMMON WIRE NAILS,I3-16d NAILS FOR 2X6 MATERIAL)
4 CONNECT LATERAL BRACE TO EACH TRUSS WITH TWO 16d COMMON WIRE NAILS..(THREE164
NAILS FOR 2)(6 LATERAL BRACES)
B 2 X.3#1 STD,CONST(SPF.DF,HF:OR SYP) 5 LATERAL BRACE SHOULD BE COt4T1N.=S AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE
FOR CONTINUITY.
B. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING.CONSULT
CSR.A0 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND R&91C 2 X A#31,STC),CONST(SPF,DF,HF,OR SYP) HANDLING INSTALL11,1G.AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE.
S83 M40FRIO DRIVE.MADISON,WI 63710
7. SEE SEPERATE TRUSS ENGINEERWIS FOR DESIGN OF WEB MEMBER
D 2 X 6#3 OR BETTER(SIRE,DF,HF OR SYP) a MME 164 NAILS SPECIFIED SHOULD BE IS'LONG AND 0.162'IN DIAMETER,IN ACCORDANCE
I
WITH
NDS 101,
NOTE FOR A SPACING OF 24"O.C.ONLY,MITEK STABILIZER TRUSS BRACING SYSTEMS CAN BE
SUBSTITUTED FOR TYPE A,8,C AND D BRACING MATERIAL.CROSS BRACING FOR STABILIZERS
ARE TO BE PROVIDED AT SAY WE INDICATED A80VF_WHERE DIAPHRAGM BRACING 19 REQUIRED
AT PITCH BREAKS,STABLIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE STABILIZER
TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPSCWICATIGN.
LATERAL
BRACING
LiATERIAL
16d NAILS
(SEE NOTES 4&8)
Horizontal Stocking
X.BRAC04G
MATERIAL
{One leg of X-bracing shown dashed for dravving Clarity.
This leg will require horizontal blocking
next to the top and bottom chord so it attaches to the brace plane) TRUSS WEB
MEMPIFIRS
OCTOBER 11, 2001 T-BRACE I kBRACE DETAIL ST - T-BRACE
== A MiTek Industries, Inc.Chesterfield, MO.
aafla
0 00
ODD
MiTek Industries, Inc,
Note:T-Bracing to be used when continuous
Nailing Pattern lateral bracing is impractical.T-brace
T-Brace size Nail Size Nail Spacing must cover 90%of web length.
1x4or6 10d 8"ox,
_2x4, 6, or 8 16d 8"0.c.
Note: Nail along entire length of T-Brace
(On Two-Ply's Nail to Both Plies) T-Brace Size
for One-Ply Truss
Specified Continuous
Nails Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 1x4 1x4 I-Brace
2x6 IX6 2x6 I-Brace
SPACING 2X8 2x8 2x81-Brace
..DIRECT SUBSTITUTION NOT APLICABLE.
WEB
-A
--A
T-Brace Size
T-BRACE for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2X4 2x4l-Brace
24 2x6 2x61-Brace
Nails Section Detail 2x8 2x8 2x8 I-Brace
DIRECT SUBSTITUTION NOT APLICABLE.
T-Brace
Web
Nails
Web 1-Brace
Nails T-Brace I-Brace must be same species grade(or better)as web member.
M A P O F S U R V E Y
LOT 2, BLOCK 74,' SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
W
WEST 6th STREET
50' RIGHT OF WAY PAVED
FOUND S69'48'00"E 49.96' FIELD SET
2" IRON
MONUMENT LBETE 3672 S69'48'00"E 50.00' PIPE 1LB 3672
0.2'0.1 d'
cl SG P�
"k
� l
0
o O O�
N
O N
Uo0P �c�
0
Qui o LLJ
F
Ln Ln (V 2 N d
U 0 o o �p� o o `�
Q =m z CV N inn
Q-1 U J Z V)
0. D-
U
o W 10J�
/
z \�(\
W
r W
O 0
3
i
I
0.2' 0.6'
6' WOOD FENCE
FOUND CONCRETEN69'48'00 'W 50.00`- �,pE' 3g o�
MONUMENT LB 3672
0.2' N69-47'45"W 50,00' FIELD
TRACT "A"
ORCHID TRACE
PLAT BOOK 53 PAGE 8
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
NOTES: "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
THIS IS A BOUNDARY SURVEY. NUMBER 120075 0001 D REVISED APRIL 17, 1959
FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
BEARINGS BASED ON THE SOUTHERLY FLORIDA.
RIGHT OF WAY LINE OF WEST 6th
STREET AS BEING S69'48'00"E AS THIS SURVEY WAS MADE FOR THE BENEFIT
PER PLAT,
OF CHKIS DANSER.
NO BUILDING RESTRICTION LINES AS
PER PLAT.
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 8, 2009
DRAWN BY: MCC 1500 ROBERTS DRIVE SHEET 1 OF 1
FILE #: 2009-288-2 JACKSONVILLE BEACH, FLORIDA 241-8550
a� MY OF ATLANTIC BEACH �'09—
F---
OFFM V*Wa-6826 O FM NO-I OM a-590
_ - _ BI�Dl1CiUEPTpCOAB.US
MII.DM PER W APMCATM OWAL COUNTY
Loir saoac suesoaysssoNl ` S& .i'H',• >NEMIsuILDpG DoseIlDLmoN [Icruu.
p AM IDN ElcommEmmum El cma*m
_ DAL7EMUM CIACCESSIORYSIM 4 _ t
aREMO tivoww* Clams Elm
p
m 13
Rm
EL MAW: I&COPAPAWMAMe 23,COMPANY NAW
te.NATE 211.UCt3MSEE wine
10.AOORES& V,SIXTEOF KO WA UCLiaBE NO- 2S.STAIE OF FLORIDA UiCEN6E NO:
tw
�wr/�,y,.►.,l tr ALL �t I&A! 28.ADDRESS
ltOFFICEPNONL 119L OFFICE PHONE, TAXAM 27.OFFICE PNONIE: 2B.FAX NO:
13.CELL PNOfE 2L CELL PHONE 21L CE31 PHONE
11 , - 1z,vi—*Ito a
14 EMOU.AD+D_1 / ENKL ADDF XL ENTAL ADDRE�
t
8
31.NAME �+ MM NMNE J r � wlll$
32 ADORSSS: ADDi� A/ ADpI
Appkca6an is hereby made b abbsin a prslslsnI b do the wak asd 11 116 as fissifcafe I t cerft teat no wo*or mon has
catrnanoad p*wto to iasvaloe of e I M and tmd a!wok wti be petf0n11ad b meet to sbadard 1 of ad hrm nqp adrfg consbucdm in Ids
Jlnbff Son. Thio permit beca mes Huff and vd d it wak is an oomnarsrae I willift sic 0)monf:ps.or if aonsku illm or wmk is aussperKW or
absndarsse'for a pefiad of sk M Inon/Ns at qtly time saw wok is oolameanoad. i u> nd teat aepa[aie psmtftia moat be secsaed for
aar.61icast week Pkwtft&SWm ftok Fwmne%isloflssM Hee ws.Taaisw, Air CoadiaiorlsNsR,aia
tyWiiBM AFFDr►W r-t cod*teat as to 61 Pgoisg k*wamdon fs aosarate afd tssst ai work wi be done in=mVffmltoe vAh e6 aj l;k i llle
taws fegllim&V eon*udin><ad zvOksg t wt at oc aW or um Ise 1ksatloe I bs ftq or any feat*wref,txA air isnsiaedions we trwied and
prior b obtaining a ass0ca1 of oacuporKW or i rAd byte bulftolkK as sra* ed by kw-
***
w*** wARIM TO OWNER: ***
YOUR FAILURE TO RECORD A NOTICE OF C MMICEMM MAY RESULT IN YOUR
PAYING TWICE FOR 11111PROVEMENTS TO YOUR A NOTICE OF
CONNIENCEMENT MUST BE RECD AND POSTED ON TNN`JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT Wr1H YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCOMENT.
t)i1S :D9I0:
Before me tllis ,� day of x008 h saN oolNifr of Hafora nw t ft day of .20011 in the a xn*of
MAW,side at Pmkk tars pars Nft apAmw OuvK stet of Ftoddk Has persorfdy appaeea I
Win by trirrreaif/1i.rrd atSrms+test a• and dedadons are tmin by arTnroeif I hKsa era!attic#W 8 Bald dederalfons am
um and acauafsbw and a=aat.
Nlotwy Publicps,at LerSbft of C«*of Jai L_..,
Nary Pubic at Large,stat of .C-N*of
=r Wnnn n pomuft mmmm
L �J ❑ProOapa Ma -
mawy sagrwhm sip ae
0"1 State Of Flodda
W C Exj*Feb 1 10
Commissim f DD 518533
„•, Bonded By National Notary AS3n.
BLDGM Pamdtappicalion
M A P O F S U R V E Y
LOT 2, BLOCK 74, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
WEST 6th STREET
SET BENCH MARK ON NAIL & 50' RIGHT OF WAY PAVED
DISK (L63672) ELEVATION =
10.56 N.G.V.D. (1929)
S69'48'00"E 49.96' FIELD
S69-48'00"E 50.00'
10.89 10.69 10.9
11 07 CONCRETE WALK 11.28
FOUND CONCRETE los x11.1 FOUND 1/2" IRON
MONUMENT LB 3672 PIPE LB 3672
0.2' m 11.17 -
0
0.1' x11.3 x11.3 11.3
of
01
CONCRETE Y
r
77.61 DRIVE 11.65 N
1.7 11.80 x11.3
x
X11.4
z1
.4
5.3: 14.6' x11.7
11.N3
ao LEAN-OUT�
OC
15.8' 14.3'
O O(V
o( O
cN 2 STORY CV
O 1 FRAME x
U o0 N
o RESIDENCE �
QoW I3:CN
1 InNo. 74 uJ
a O FINISHED FLOOR = Z a O�`uNdt
i
O
O 12.31 0
L0 x GARAGE FLOOR =
11.80 x O
'
SCALE 1" 20'rD n Oo
Q =mZQ
� B L O C K 74
O a Z 54� 30.3' 14x2,.2
W r 0 '
v i2nd STORYIIAAIC PAD
\ WOOD DECK
a
iD .111.5 x9.8 x9.5 x9.7 k11.0 x11.1 x11.211.1x
1
RETENTION POND xto 1 I
x9.5 x9.1 x9.3 11.2
11.4
0.2' x 9.9x 9.7 X10.0
)(/11.3 0.6'
11.5 11J' 11.7 11.5
FOUND CONCRETE 6' PLASTIC FENCE FOUND 1 2 IRON
MONUMENT LB 3672 0.2' �v , PIPE LB 3672
N69 48 00 W 50.00
N69'47'45"W 50.00' FIELD
TRACT "A"
ORCHID TRACE
NOTES: PLAT BOOK 53 PAGE 8
THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
BEARINGS BASED ON THE SOUTHERLY FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
RIGHT OF WAY LINE OF WEST 6th PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
STREET AS BEING 569'48'00"E AS "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
PER PLAT. NUMBER 120075 0001 D REVISED APRIL 17, 1989
NO BUILDING RESTRICTION LINES AS FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
PER PLAT. FLORIDA.
BENCH MARK USED IS A MAGNAIL & THIS SURVEY WAS MADE FOR THE BENEFIT
DISK (LB3672) IN A WOOD POWER OF CH DANS R.
POLE 338'± WEST OF MAYPORT ROAD
IN THE NORTH PART OF RIGHT OF
WAY. ELEVATION = 13.78 N.G.V.D.
(1929) SET TEMPORARY BENCH MARK
AS SHOWN.
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THE SIGNATURE AND THE FINAL SURVEY - FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED AUGUST 12, 2009
SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 8, 2009
DRAWN BY: SWG 1500 ROBERTS DRIVE
FILE #: 2009-0485 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET-1 OF 1
RFF• ')non-?RR-')
City of Atlantic Beach APPLICATION NUMBER
fq`
Building Department (To be assigned by the Building.Department.)
800 Seminole Road
Atlantic Beach,Florida 32233-5445 a LN�Q 3
Phone(904)247-5826 • Fax(904)247-5845
E jf#sad E-mail: building-dept@coab.us �`G}
City web-site: http://www.mab.us Date routed: �l /3 /
APPLICATION REVIEW AND TRACKING FORM
�y� 1 De nt review nequired Yes No
Property Address' if J�r' ICi(� TH �-� ui
ldi tann
ning&Zo—n-iftq
��� ree a r
Applicant: (,(1 ublic Wo
/ ublic Util'
Project: LK) ! �•/ m Public a ty
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Veriiged B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Jdms River Water Management District
Army Corps of Engineers
Division of How and Restaurants
Dhftion of Alcoholic Beverages and Tobacco
Other.
APPLIC N STATUS
Reviewing Department First Review: proved. ❑Denied.
(Circle one.) Comments:
BUILDING
C6A�NNING&ZONING _
TREE ADMIN.
Reviewed by: Date:
PUBLIC WORKS Second Review: [Approved as revised. []Denied,
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
FIRE SERVICES Reviewed by: Date:
Third Review: []Approved as revised. nDenied.
Comments:
Ravie�,tred by: D a s:�
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
s IFS
.i 800 Seminole Road Q
t Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
�WtM E-mail: building-dept@coab.us
City web-site: http://www.coab.us Date routed: c� /.3Le
APPLICATION REVIEW AND TRACKING FORM
DegarLment review required Ye No
w
Property Address: 7 ✓ uiltanning &ZoRnirtS
ree rator
Applicant: Q (,U /1/L� ubtic Work
ublic Utilitie
Project: Llo / / A/!7 Public a ety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
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:
SUILDI
PLANNING &ZONING
TREE ADMIN. Reviewed by: Date: 5119/0
D
PUBLIC WORKS Second Review: ❑Approved as revised. ❑ enied.
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
FIRE SERVICES
Reviewed by: Date:
Third Review: ❑Approved as revised. ❑Denied.
comments:
_...
I
._....................
City of Atlantic Beach APPLICATION NUMBER.
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach,Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
r3'o E-mail: building-dept@coab.us Date routed:
City web-site: http:/Avww.coab.us
APPLICATION REVIEW AND TRACKING FORM
DeSadment review required Yes No
Property Address: , I (.Q r}'' 119-arming 8Zoni
pp vee tar
Applicant: 10 /tI,�L ubtic Works
"Public Utiliti
Project: lvtko j ! JV .Am6-- Public ty
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept,of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels mid Restaurants
Division of Alcoholic Beverages and Tobacco
Other.
APPLICATION STATUS
Reviewing Department First Review: Approved. vied.
(Circle one.) Comments:
BUILDING J�
PLANNING&ZONING /
Reviewed b � Date:
TREE ADMIN. �'
PUBLIC WORKS Second Review: Approved as revised. []Denied.
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY '
C
FIRE SERVICES Reviewed b : Date: J z1/0
Third Review: [Approved as revised. ❑Denied.
Comments:
CITY OF ATLANTIC BEACH
s} 800 SEMINOLE ROAD
j ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
�t
Application Number . . . . . 09-00000956 Date 7/02/09
Property Address . . . . . . 74 W 6TH ST
Application type description MECHANICAL HVAC ONLY
Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
1 cu 1 ahu
----------------------------------------------------------------------------
Owner Contractor
-
------------------------
-----------------------
DANSER, CHRIS AIR ENGINEERS INC
1065 16TH ST W. 2815 ST JOHNS BLUFF
JAX BEACH FL 32250 JACKSONVILLE FL 32246
( 90) 662-5677 (904) 641-2333
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL HVAC PERMIT
Additional desc . .
Permit Fee . . . . 75 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/29/09
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 75 . 00 75 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 75 . 00 75 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
600 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
I OFFICE: 09-
(904)247-5838 FAx NO.:(9D4)247.5645
BUILDING-DEPT@COAB.US
MECHANICAL PERMIT APPLICATION DUVAL COUNTY
1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: �n 3.DATE:
7i"� Li, b4'-) -L4-- ❑Y S PERMIT#: 047
-7/ f�lJ�
PROPERTY OWNER:
4.NAME: C�j�'S 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE:
yam( i� ` gcy4-GHI
MECHANICAL CONTRACTOR:
7.NAME OF COMPANY: B.ADDRESS.:
9.STATE OF FLORIDA LICENSE;O: 10.CELL PHONE: 11.FAX NO..��� •! , -I C��u)
12.EMAIL ADDRESS: 13.OFFICE PHONE: 14,
'.mac;t s •r ��lz,��i% I}5
'115" Loo! 9
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 a period of six(6)months at any time after work is commenced.
ARI# c) 1
CONTRACTORS SIGNATURFy
15.CLASS OF WORK: 16.BUILDING: 17.SERVICE: 18.CURRENT CODE:
-VLNEW INSTALLATION YNEW RESIDENTIAL 0'07 FLORIDA BUILDING CODE-
El REPLACEMENT OF EXISTING SYSTEM 40 EXISTING D COMMERCIAL MECHANICAL
0 ALTERATION/ADDITION TO EXIST SYSTEM
0 REPAIR OTHER ��)
MECHANICAL EQUIPMENT TO BE INSTALLED:
19. HEAT: 0 SPACE 0 RECESSED ENTRAL D FLOOR BURNERS:
20.AIR CONDITIONING: ROOM JXCENTRAL
21. DUCT SYSTEM: MATERIAL: fL. &C) ct THICKNESS: MAX CAPACITY: ( Cfm
22. REFRIGERATION: MAX CAPACITY: Cfm
23.COOLING TOWER: CAPACITY: gpm
24.FIRE SPRINKLER: NUMBER OF HEADS:
26.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR. AUTOLIFT:
26.COMMERCIAL HOOD NUMBER:
27. FIREPLACE: PREFABRICATED: MASONRY:
28.IRRIGATION: 0 PUMP 171 WELL 0 PIPING
29.GAS PIPING: #OF OUTLETS: 0 GAS AHU: 0 GAS WATER HEATER:
30. OTHER-SPECIFY:
SOLAR HEATING, BOILERS,UNFIRED
PRESSURE VESSEL,HEAT EXCHANGER
OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS:
31.COOLING EQUIPMENT:
AIR CONDITIONING REFRIGERATION EQUIPMENT,CONDENSORS ETC.
NUMBER APPROVING
OF UNITS DESCRIPT)ON MODEL# MANUFACTURER TONS AGENCY
01 #--1
32.HEATING EQUIPMENT:
FURNACES BOILERS FIREPLACES, IR HANDLERS ETC.
NUMBER AROVING
OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY
G �,
r r3�►Px v= x �
33.TANKS:
A
NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY
BLDG04 Permit Appficaton Mech:REVISED:1 211 81200 8
Tj
�� •�' CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
r ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
r-
Application Number . . . . . 09-00000663 Date 5/27/09
Property Address . . . . . . 74 W 6TH ST
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 60000
----------------------------------------------------------------------------
Application desc
new home
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
DANSER OWNER
74 WEST 6TH STREET
ATLANTIC BEACH FL 32233
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE 5-A
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . . NEW SERVICE 200 AMP
Permit Fee . . . . 95 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/23/09
----------------------------------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
Provide erosion and sediment control plans with
installation details and maintenance schedule .
Provide drainage plans showing site topography (flow
arrows, etc . )
Roll off container must be on City approved list and cannot
be placed on City right-of-war.
PERM11IT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITi O1� ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
$ T,y f
CITY OF ATLANTIC BEACH
Sid
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Page 2
Application Number . . . . . 09-00000663 Date 5/27/09
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 95 . 00 95 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 95 . 00 95 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
Date: 5/)` '9
J^^
\ 0
Property Address: `� W • li },
x �a • .
Owner: �A, Y` `� anS�-� .Telephone t 3 iI-:44 o 0
Contractor: 0 14 rn. C.- )f J-ca X Telephone 0.- 31 -y it a
.,` Contractor Address:5-11 1,
to acid,work in
ry. In consideration of permit given for doing the work as danibed in the above stetmua L we hereby apu pafmn,
awmdwft with the at%dxd pleas and spodowtim which are a part hereof end in ammimm with the.'Oty of Adaatic Beach
ardinmw and sarndard+orow pmodoe Umd ommin.
,BaaiMug. Iding Type: a lar Service: e� C0"aobo""
0r
New Residence a Temp. New ml's b"�d10`
Q Old a Commercial a Signs O Increase Ocss
o Rewire 0 Addition Sq.Ft. O RepairSL`s=G: G3
Conbmr Sju: AIDS: COPPER ALUMINUM
Switeb or `S RACE
Breaker AMPS 4 PH W VOLTWAY
Existing SCtYice RACE
Size AMPS PH W VOLT WAY
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Outlets
CONCEALED OPEN 3
Reowacles CONCEALED OPEN q q
0 SAM
Switches 2
Iacaadeaceat •
uoresesnt &
M.V: ..
Fixed t BELL
A lieaces TRANSFER.
Air H.P.RATINC3 P.RATING CEILING KW 11EAT
Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT
pO
Motors -1 H.P. IVOLTAGP PH NO. OVER I.H.P. PHS
Transforo►ers NO. KVA NO. KVA
No.Neoa_Trout
Ea. Si
Miscellaneous
800 Seminole Road.Atlande Beath,Florida 32233-5445
Phone:(104)247-5800. Fax: (904)247-5845• http:/lwww.cL%tlantic-beseh.11 as
TO 6Z:ZI 60OZ 9Z fieW TT£S-T£2-VO6:xp3 '00 0I2110313 a31INn
FORM 60OA-2004R Tested sealed ducts must be certified in this house. EnergyGauge®4.5.2
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Chris Danser Builder. Chris Danser
Address: Lot:2, sub:Bkx ik 74, Plat.Section V'platbook 18,pg 34 Permitting Office: Atlantic Beach
City, State: Atlantic Bch, FL 32233- Permit Number.
Owner: Chris Dancer Jurisdiction Number.
Climate Zone: North
1. New construction or existing New — 12. Cooling systems
2. Single family or multi-family Single family — a. Central Unit Cap:30.0 kBtu/br _
3. Number of units,if multi-family 1 _ SEER:13.00 —
4. Number of Bedrooms 3 — b.N/A —
5. Is this a worst case? No — —
6. Conditioned floor area(ft2) 1252 W — c. N/A —
7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) —
a. U-factor: Description Area 13. Heating systems
(or Single or Double DEFAULT) 7a.(Dble,U=0.6) 98.0 ft2 — a. Electric Heat Pump Cap:30.0 kBtu/hr —
b.SHGC: HSPF:8.00 —
(or Clear or Tint DEFAULT) 7b. (Clear) 98.0 ft2 — b.N/A —
8. Floor types —
a. Slab-On-Grade Edge Insulation R=0.0,89.4(p)ft — c.N/A —
b.N/A — —
c.N/A — 14. Hot water systems
9. Wall types a. Electric Resistance Cap:40.0 gallons —
a. Frame,Wood,Exterior R=11.0,915.2 ft2 — EF:0.92 —
b.N/A — b.N/A —
c. N/A _ —
d.N/A — c. Conservation credits _
e.N/A — (HR-Heat recovery,Solar
10. Ceiling types — DHP-Dedicated heat pump)
a. Under Attic R=30.0,1252.0 ft2 15. HVAC credits —
b.N/A — (CF-Ceiling fan,CV-Cross ventilation,
c. N/A — HF-Whole house fan,
11. Ducts(Leak Free) — PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,112.0 ft MZ-C-Multizone cooling,
b.N/A — MZ-H-Multizone heating)
Glass/Floor Area: 0.08 Total as-built points: 17429 PASS
Total base points: 19762
I hereby certify that the plans and specifications covered by Review of the plans and
this calculation are in co nGe theFlorida Energy specifications covered by this o4T
Code. 15a4�� � calculation indicates compliance , o•°
PREPARED BY: l?" with the Florida Energy Code.
Before construction is completed
DATE: this building will be inspected for c9
compliance with Section 553.908
I hereby certify that this building,as designed,is in compliance comp
with the Florida Energy Code. Florida Statutes. cob ,
OWNERIAGENT: BUILDING OFFICIAL:
DATE: DATE:
1 Predominant glass type.For a "ai glass W ariMW;W61-aw"Mer Winter Glass output on pages 284.
EnergG ige®fV rs on:FLRCSB v4.5.2)
FILE COP'S
FORM 60OA-2004R Tested sealed ducts must be certified in this house. EnergyGauge®4.5.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot:2, Sub:Bloc jk 74, Plat:Section*W ptatbook 18,pg 34,Atlantic Bch,FL,32233- PERMIT#.
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF=Points
.18 1252.0 18.59 4189.0 1 1.Double,U=0.57,Clear N 0.0 0.0 16.0 20.69 1.00 331.0
2.Double,U=0.57,Clear E 0.0 0.0 40.0 43.40 1.00 1736.0
3.Double,U=0.57,Clear S 0.0 0.0 4.0 37.22 1.00 148.0
4.Doubie,U=0.57,Clear W 0.0 0.0 38.0 39.90 1.00 1516.0
As-Built Total: 98.0 3731.0
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Paints
Adjacent 0.0 0.00 0.0 1.Frame,Wood,Exterior 11.0 915.2 1.70 1555.8
Exterior 915.2 1.70 1555.8
Base Total: 915.2 1555.8 As-Built Total: 915.2 1655.8
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 1.Exterior Wood 20A 6.10 124.4
Exterior 40.8 6.10 248.9 2.Exterior Insulated 20.4 4.10 83.6
Base Total: 40.8 248.9 As-Built Total: 40.8 208.1
CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM= Points
Under Attic 1252.0 1.73 2166.0 1.Under Attic 30.0 1252.0 1.73 X 1.00 2166.0
Base Total: 1252.0 2166.0 As-Built Total: 1252.0 2156.0
FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points
Slab 89.4(p) -37.0 -3307.8 1.Slab-0n-Grade Edge Insulation 0.0 89.4(p) -41.20 -3683.3
Raised 0.0 0.00 0.0
Base Total: -3307.8 As-Built Total: 89.4 -3883.3
INFILTRATION Area X BSPM = Points Area X SPM = Points
1252.0 10.21 12782.9 1252.0 10.21 12782.9
EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R Tested sealed ducts must be certified in this house. EnergyGaugeS 4.5.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot 2, Sub:Blocjk 74, Plat:Section"H"platbook 18,pg 34,Atlantic Bch,FL,32233- PERMIT#:
BASE AS-BUILT
Summer Base Points: 17634.8 Summer As-Built Points: 16760.5
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(System - Points) (DM x DSM x AHU)
(sys 1:Central Unit 3000ohtuh,SEERIEFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),RBA(INS)
16761 1.00 (1.09 x 1.000 x 1.11) 0.260 1.000 5272.4
17634.8 0.3250 5731.3 16760.5 1.00 1.210 0.260 1.000 5272.4
EnergyGauge7m DCA Form 60OA-2004R EnergyGauge&FlaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R Tested sealed ducts must be certified in this house. EnergyGauge®4.5.2
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot:2, sub:Bkmlk 74, Plat Section"H"plaftmit 18,pg 34,Atlantic Bch,FL,32233- PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF=Point
18 1252.0 20.17 4548.0 1.Double,U-0.57,Clear N 0.0 0.0 16.0 16.16 1.00 258.0
2.Doubie,U=0.57,Clear E 0.0 0.0 40.0 10.52 1.00 420.0
3.Double,U=0.57,Clear S 0.0 0.0 4.0 5.06 1.00 20.0
4.Double,U=0.57,Clear W 0.0 0.0 38.0 12.33 1.00 468.0
As-Bunt Total: 98.0 1168.0
WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points
Adjacent 0.0 0.00 0.0 1.Frame,Wood,Exterior 11.0 915.2 3.70 3386.2
Exterior 915.2 3.70 3386.2
Base Total: 915.2 3386.2 As-Built Total: 915.2 3386.2
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.4 12.30 250.9
Exterior 40.8 12.30 501.8 2.Exterior Insulated 20.4 8.40 171.4
Base Total: 40.8 501.8 As-Built Total: 40.8 422.3
CEILING TYPES Area X BWPM = Points Type R Value Area X WPM X WCM= Points
Under Attic 1252.0 2.05 2566.6 1.Under Attic 30.0 1252.0 2.05 X 1.00 2566.6
Base Total: 1252.0 2566.6 As-Built Total: 1252.0 2566.6
FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points
Slab 89.4(p) 8.9 795.7 1.Slab-On-Grade Edge Insulation 0.0 89.4(p) 18.80 1680.7
Raised 0.0 0.00 0.0
Base Total: 795.7 As-Built Total: 89.4 1680.7
INFILTRATION Area X BWPM = Points Area X WPM = Points
1252.0 -0.59 -738.7 1252.0 -0.59 -738.7
EnergyGauge®DCA Form 60OA-2004R EnergyGaugeVFIaRES'2004R FLRCSB v4.5.2
FORM 600A-2004R Tested sealed ducts must be certified in this house. EnergyGauge®4.5.2
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot:2, Sub:Bkocjk 74, Plat:Section"H"platbook 18,pg 34,Atlantic Bch,FL,32233- PERMIT#.
BASE AS-BUILT
Winter Base Points: 11057.7 Winter As-Built Points: 8483.2
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(System - Points) (DM x DSM x AHU)
(sys 1:Electric Heat Pump 30000 btuh,EFF(8.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0
8483.2 1.000 (1.069 x 1.000 x 1,10)0.426 1.000 4252.0
11057.7 0.5540 6125.9 8483.2 1.00 1.176 0.426 1.000 4252.0
EnergyGaugeT"DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R Tested sealed ducts must be certified in this house. EnergyGauge®4.5.2
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot:2, Sub:Bkocjk 74, Plat:Section"H"platbook 18,pg 34,Atlantic Bch,FL,32233- PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2635.00 7905.0 40.0 0.92 3 1.00 2635.00 1.00 7905.0
As-Built Total: 7905.0
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
5731 6126 7905 19762 5272 4252 7905 17429
PASS
t, >
EnergyGauge""DCA Form 600A-2004R EnergyGauge1D✓FIaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R EnergyGauge®4.5.2
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: Lot:2, Sub:Bkicjk 74, Plat:Section"H"platbook 18,pg 34,Atlantic Bch,FL,32233- PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1 ABC.1.1 Maximum:.3 d1m1sq.ft.window area;.5 dm/ .ft.door area. a�
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wail;
foundation&wail sole or sill plate;joints between exterior wall panels at comers;utility
penetrations;between wall panels&top/bottom plates',between walls and floor.
EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends
from,and is sear to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration baffler is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate;
attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 dm from
conditioned space,tested.
Multi-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or dearly marked cir /
breaker electric or cutoff as must be provided.External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flan►must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Duds in unconditioned attics:R-6 min.insulation.
HVAC Controls_ 607.1 Separate readily accessible manual or automatic thermostat for each system. r
Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
EnergyGaugeTM DCA Form 600A-2004R EnergyGauge&FlaRES'2004R FLRCSB v4.5.2
ERIKA HALL,TPO ADMINISTRATOR
M . AP OF SURVEY
LOT 2, BLOCK 74,- SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
WEST 6th STREET
50: RIGHT OF WAY PAVED
FOUND CONCRETE S69:8'00"E ��9.96' FIELD SET 1/2" IRON
MONUMENT LB 3672 S69 48 00 E 50.00 PIPE LB 3672
0.2' � ~
O p
o p O0
w
LL. N N iL
U o0
Q � � oW P o 1
Q
� 6)., 14.
U) n N p2 CV d
U o o b L�� o
< = m ZN 04V)IzU Q z (�
- N J
O 0_
U
z \l
8
o
go
0.6'
6' WOOD FENCE
FOUND
MO UMENTNTE LBE3672 NIS '48'00 'W 50.00 PIPE'82 IR72
O'I`J `-
0.2 N69-47'45"W 50,00' FIELD
TRACT. "A"
ORCHID TRACE
PLAT BOOK 53 PAGE 8
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
NOTES: "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL
THIS IS A BOUNDARY SURVEY. NUMBER 120075 0001 D REVISED APRIL 17, 1989
BEARINGS BASED ON THE SOUTHERLY
FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,RIGHT OF WAY LINE OF WEST 6th FLORIDA.
STREET AS BEING S69'48'00"E AS
PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT
OF CH IS DANSER,
NO BUILDING RESTRICTION LINES AS
PER PLAT.
NATURE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL LIRASEDOEAL OF UT THE SA FLORIDA LICENSED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
SURVEYOR AND MAPPER." FLA, LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 8, 2009
DRAWN BY: MCC 1500 ROBERTS DRIVE
FILE #: 2009-288-2 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
PREPARED 6/09/09, 16:25:38 INSPECTION TICKET PAGE 7 ^
CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 6/10/09
- -------- ------------ ---
ADDRESS . : 74 W 6TH ST SUBDIV:
CONTRACTOR : PHONE
OWNER _ : DANSER PHONE
PARCEL - -
APPL NUMBER: 09-00000663 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
11 01 6/10/09 MJ o BD SLAB TIME: 17:00
CHRIS DANSER 228 313 4400
-------------------------------------- COMMENTS AND NOTES --------------------------------------
i
4 TY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
C
C> `
109-00000810 Date 6/08/09
74 W 6TH ST
17a ;PLUMBING ONLY
TO BE UPDATED
0
---------------------------------------
----------------------------------------
Contractor
1f ------------------------
_j0 r DON HARRIS PLUMBING CO. , INC.
P84aooe eq Minn qo, 041 alolaq Q/A:HARRIS,NELSON D.
apeul aq
11e4s suoiloa,iaoa.lo suolXlppe 6uimollPO BOX 14668
03131dWOO N338 ION SbH 80r SlHl 41 JACKSONVILLE FL 32210
to (904) 772-0900
-----------------------------------------
31va ss3aaad sor PERMIT
3/10W3b ION Oa 60 Plan Check Fee . 00
SNO1133EIUOO ao SNOIllaad valuation o
:10 ,,wla bye p 9
------------------------------------------
33ON
1JLPaid
Credited Due
{,
4" 133 . 00 . 00 . 00
. 00 . 00 . 00
H/QIIt�
D 133 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
t� CITY OF ATLANTIC BEACH
j PLUMBING PERMIT APPLICATION
Date:
Property Address: 7 q GJ S t ur A lc- te
Owner: Nr'"S Telephone#:80 A&V -113 W/1
Contractor: )4A4X i S /t-1IV a)'.4-JS Telephone#:9lUy 7740 713 b
Contractor Address: D 8/4 N -1vFax#: -7-7
Contractor Signature:
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
•
Cr-/New list the building permit number:
❑ Re-Pipe
Number of Fixtures:
_ Bath Tubs Showers
3 Closets Shower Pans
Dishwashers —1 Sinks
Disposals Urinals
Floor Drains ' Washing Machine
Lavatory Water
Sewer Water Heaters
Sprinkler System Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: X$7.00 + $35.00
800 Seminole Road-Atlantic Beach,Florida 32233-5445
Phone: (904) 247-5800- Fax: (904)247-5845- http:i www.cl.atlantic-beach.fl.us
Revised 1/04
M A P O F S U R V E Y
LOT 2, BLOCK 74, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
WEST 6th STREET
SET BENCH MARK ON NAIL do 50' RIGHT OF WAY PAVED
DISK (LB3672) ELEVATION =
10.56 N.G.V.D. (1929)
S69'48'00"E 49.96' FIELD
S69 48'00"E 50.00'
10.89 10.89 10. X11.07 CONCRETE WALK N11.28
FOUND CONCRETE 10.8 x71.1 FOUND 1/2" IRON
MONUMENT LB 3672 PIPE LB 3672
0.2'
x0!
11.17 -
�o
x11.3 x11.3 11.3-
CONCRETE
t 7.61 DRIVE 11.65 (V
11.7 11.80 x11.3 x11.4 X11.3
5.3� 14.s' x,,.7
0
xN m y CLEAN-OUT-? <
I� x°11.7 f
x x
15.8'
I i 14.3'
O »� O
00 _7 O_j
N
O iN�
U
co o 2 STORY x o
Qo W L, FRAME w o
Q aw 0vo
0 RESIDENCE oa 3 l
O �% No. 74 J 0.
N I-
N•- r x e
0 c, ( r, SCALE 1" = 20'
Q = m 4 a I Nut
� C) Q z Q L O C K 74
Q w 5.4� 30.3' 14.2'
Z n x I x 11.2
v \ '2nd STORYIAAC PAD
a -x1000 DECKI
J ."71.2 --
� n.1.
.11.5 x9.8 x9.5 x9.7 k11.0 x11.1 x11.2 x
`O 1
RETENTION POND x101
x9.5 x9.1 x9.3 111.2
x 9.7
11.4
0.2' x 9.9 x10.0 )(111.3 0.6'
11.5 11711.Y 11.7 1L5-
.-.._ ..� --y---•- __
FOUND CONCRETE 6' PLASTIC FENCE FOUND11 2)RON
MONUMENT LB 3672 0.2 " , PIPE LB 3672
N69 48 00 W 50.00
N69'47'45"W 50.00' FIELD
TRACT "A"
ORCHID TRACE
NOTES: PLAT BOOK 53 PAGE 8
THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
BEARINGS BASED ON THE SOUTHERLY FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD
RIGHT OF WAY LINE OF WEST 6th PLAIN) AS WELL AS CAN BE "DETERMINED FROM THE
STREET AS BEING S69'48'00"E AS "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
PER PLAT. NUMBER 120075 0001 D REVISED APRIL 17, 1989
NO BUILDING RESTRICTION LINES AS FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
PER PLAT. FLORIDA.
BENCH MARK USED IS A MAGNAIL & THIS SURVEY WAS MADE FOR THE BENEFIT
DISK (LB3672) IN A WOOD POWER OF Ch IS DT,N`l R.
POLE 338'± WEST OF MAYPORT ROAD `
IN THE NORTH PART OF RIGHT OF
WAY. ELEVATION = 13.78 N.G.V.D.
(1929) SET TEMPORARY BENCH MARK
AS SHOWN.
"NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FINAL SURVEY - FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
SURVEYOR AND MAPPER." AUGUST 12, 2009 FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY e, 2009
DRAWN BY: SWC 1500 ROBERTS DRIVE
FILE #: 2009-0485 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
RFF! 2009-288-2
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
3 ATLANTIC BEACH,FL 32233
nE
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 09-00000663 Date 5/22/09
Property Address . . . . . . 74 W 6TH ST
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 60000
----------------------------------------------------------------------------
Application desc
new home
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
EVELSIZER, JOHN OWNER
74 WEST 6TH STREET
ATLANTIC BEACH FL 32233
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE 5-A
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 300 . 00 Plan Check Fee 150 . 00
Issue Date . . . . Valuation . . . . 60000
Expiration Date . . 11/18/09
----------------------------------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
Provide erosion and sediment control plans with
installation details and maintenance schedule .
Provide drainage plans showing site topography (flow
arrows, etc . )
}}Roll off container must
� bef on City approved list and cannot
PERMIT IS WRR84W&1Y9R ACCY7Li�llA10044 II` CiW- -OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
rc r f�a•.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Page 2
Application Number . . . . . 09-00000663 Date 5/22/09
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 300 . 00 300 . 00 . 00 . 00
Plan Check Total 150 . 00 150 . 00 . 00 . 00
Grand Total 450 . 00 450 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
awSEW40LEROAD.A'F1_M=BE"FL32233. 09— � �_...+.�
OFFICE(804}247.5826.FAX NO.:(8W ff-5845
BUILDING-DEPTOCOiAB.uS
BUILDING PERMIT APPUCATION DUVAL COUNTY
7W /S 3�
klFar Ra+ " F TP-w &: } ,dh T T {. oma„ 1*!�.!:l,U_ ?§P .
�J
NEW WLDM Q DEMOUMN 0 RESIDENnAL
LOT 2 BLOCK �/SUB OWWON S GT bvI M 0 Amffx d ❑commum usE ❑com ERciAL
13 ALTMAnoN 13 ACCESSORY BLDG
C El REPAm 0 POOL/SPA 0 YES 0 NIA
13 MOVE El amim 0 No
9.NAME 15.COMPANY NAMAE 23.C ANY NAME
L�f;S C..-k S'pi/ i6.NAME 24.L�E�NSEE E
10.ADDRESS 17_STATE OF FLORIDA UCE NSE NO_ 25.STATE OF FLORIDA LICERSE NO.:
� �dc� la ADDRESS 2a ADDRESS: tt..Ont 01K S:o/
� i a a-C�" �In-t�—S y✓N. �a"
�• �ZIJ'ti
11.OFFICE PFIOI 12 FAX NO.: ll OFFICE PHONE: FAX NO_ 27.OFFICE PHONE 2a.FAX NO.
9+'�-�81— .�
13.CELL PHONE 21.CELL PHONE 29.CELL PHONE
'2-.2,— '�l 3—*Lr 0 0
14.EM�AIL ADDRESS: ��y} AIL EMAL ADDRESS: 3d EMADDRES
/ S
_ ou: 1 'BOtrliCxCOf�r rMOR76AGER .
r
1
31.NAME NArrE 35 NAME:
32.ADDRESS: ADDRESS: rADDRES7-
Appicagm is herft made to obtain a peen* to do the work and instakdons; as h5catmi I cm* Slat no work or installatI n has
cononenced prior tD the issuance of a pend and*at ati work vA be performed to med the shuxk'ds of al taws reguk&m consbINSOn in this
Ws&MmL This pend becomes mhti and void if work is not corrin wised wrYin sk(6)montits,or if construcNon or work is suspended or
abandoned fora period of sbc(S)rrrorrifls st any time afler work is corrrnerice& t understand Itud separate pema7s must be secured for
Elechtud Work weft,Pools,Furnaces,BoNw%Heaiem Tank% Air Candidomwe.ate,.
OWNE'R'S AFFIDAVIT'-I oertil!►brat ag the foregoing k*mnadm is accurate and tot at work wA be done in oampliance with al appkaWe
laws regulating constru clop and zonffW I wi not o=*y or use fire referenced btnlding or any part twat until all inspections are tinaled and
prior tD obtaining a cav Wcate of Occupancy or corrpk6w issued by the building a5dat as mqukW by low.
*** WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR 011131ROVENIENTS TO YOUR PROPERTY A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CffgAOMMENCEMENT.
�.. -. .. ,6•..(1 .. E Pq'^k` 4f -k Th+.'C 'aA"'' -�- �'�si- 41 _L" � .
���n..�-_
. �:.:. s� .__. ..�l�1'..._ _ .�- .�'� ��.:-���:�•t._:�_.�e��.�� -- V.-.,,w.onhYF x a� �'le."_a.. .t.
u
S4- Dale: Signed: Date
Before me this /-? day of 2009 In the county of Before me this day of 2009 in ft county of
Duval,State of Florida,has personally a Duval.State of Florida,has Personalty appeared
herin by himself/herself and affirms that al statements and declarations are herin by himself/herself and affirms that at statements and declarations are
true and accurate. true and accurate.
Notary Public at Large,State of County of�V4 Notary Public at targe,State of ,County of
0 PersgnaH Known 'f 0 PersonaNy Known
roduced Iden • ❑Produced tdentifirafien-
Notary Sign atu2: Notary SignjR7EVffiWM otar P R CODE COMPLIANCE
20 fi y Public-State of Florida
=My Commission Expires Feb 14,2010 OF ATLANTIC BEACH
I
Commission #DD 518533 PERMITS FOR ADDITIONAL
Bonded By National Notary Assn. IREMENTS AND CONDITIONS.
[FItter • DATE: ym/lo it,
r
CITY OF ATLANTIC BEACH
OWNER 0 BUILDER AFFIDAVIT
1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION
CONTRACTING"REQUIRES OWNER I BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED
CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT
LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS
ii YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST
SUPERVISE THE CONSTRUCTION YOURSELF, YOU MAY BUILD OR IMPROVE A ONE–OR
TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THEIN DING
MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE.
IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR
AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT
IT FOR SALE OR LEASE. WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT
HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS
YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE
LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING
I –
J ORDINANCES.
f
11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,
THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE
PURCHASED.
III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO
OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY
EMPLOY ON THEIR IMPROVEMENT TRADES.
IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY
CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO.
455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE THE OWNER SHOULD PHYSICALLY
SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS
CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE
BUILDING DEPARTMENT(247-5826) IF IN DOUBT.
V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE
STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN
OWNER-BUILDER PERMIT.
ADDRESS v PHONE NUMBER
cUf- ,� Dans�-
PRINT NAME '
SIGNATURE DATE
Before me this day of 204—In the county of
Duval,State of Florida,has personally ap eared herin by himself/herself and affirms that
all statements and declarations are true and accurate.
Notary Public at Large,State of County of
7 Pers airy Knovm " SNIRLEY L. G' .nNFtM
� pRV PVa i�•
roducetl fdentifction- `"�° Iary Public-Sr:.
c of Florida
h; A• MY Commission Ex; -<Feb 14,2010
9, Commission : J 518533
ed By W
•i�OF��op``` I
otary Assn.
NOTICE OF CO PaNCEMENT
State of Tax Folio No.
County of v�,
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF CODM`NCEMENT.
Legal Description of property being improved: L o� 6 to j-, 7�
0`,A—— � e iii \9 PC i� 0 It,, V e LJ/'� f SJJ h� a✓n�� _
Address of property being improved:
General description of improvements: t J L,, 6
11.. 4
Owner b,r. 5 `Ja1„s e-., Address: to G
Owner's interest in site of the improvement: 10, t
Fee Simple Titleholder(if other than owner):_ L,119
Name:
Contractor:
Address: D L i l d 1'L St �A , ��.ry�n a,n.r(� ¢ ..(. Ff. 3LL S-t�l
Telephone No.: —`f Ito® Fax No:
Surety(if any) NA
n.
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name: ►I�b
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name: Sv Sc, ►1 o, z.- y"""
Address: 10 6r I � l L� S~ `�J Ni/4 f/�J
Telephone No: 10 YG L-' 5 6 7 7 Fax No:
In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
ve�e��aaaaoa�,o
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: L Date;
Before me this I day of outt M 4k �J1 a
Of Florida,has personally appeared V-,� ember 08,2 2:
-, c _ _,YOF E3 KI A8 , ,? m
otary Public at Lae,State f Florida,County a Dut7al. - 9-M20936
ic Page 38,
fJ<<rr,icr Fades. 4y conunission expixes:
Feceree�l f-'5 (2r 20, 03:46 Foal, 'ersonally Known: ° � �`
JIM FULLER CLEF' <CIR-CUI—I COUP D?'!:AL 'reduced Identification: q °d2
O NTY aa�a®vac
RECORDING$40.00
Page 1 of 1
tHE * 1388588*
Print Date:
•.::, :.... 5/12/2009 3:46:30 PM
Transaction#: 1388588 °""'
Receipt#: 1336519
Cashier Date: 5/12/2009 Jim Fuller
3:46:26 PM Clerk Circuit Court
(KPEARSON) Duval County
330 E. Bay Street Rm 103
Jacksonville, FL 32202
(904) 630-2044
Customer Infonnation Transaction Information Payment Summary
DateReceived: 05/12/2009
Source Code: BEACH
O CHRIS DANSER Q Code: BEACH
Return Code: Over the Total Fees $10.00
Counter Total Payments $10.00
Trans Type: Recording
Agent Ref
Num:
1 Payments
$10.00
RCASH
1 Recorded Items
BKPG: 14872/38 CFN.2009112297 Date:5/12/2009
An (N/C)NOTICE 3:46:25 PM
COMMENCEMENT From: DANSER CHRIS To: COMMENCEMENT
INDEXING 2 $0.00
RECORDING 1 $10.00
0 Search Items
0 Miscellaneous Items
file://C:\Program Files\RecordingModule\default.htm 5/12/2009
M A P O F S U R V E Y
LOT 2, BLOCK 74,' SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
WEST 6th STREET
50; RIGHT OF WAY PAVED
FOUND CONCRETE S69:8'00"E 49.96' FIELD SET 1/2" IRON
MONUMENT LS 3672 S69 48 00 E 50.00 PIPE LB 3672
0.2'
0
O O
o O O�
w N w
O N l
W o r- �\ O o
F-
'z< -
wo 0Q,wN
con �oo3o
< h
�0
eN
(N V)
U Q Z (n
Oa
U
Z
W
W
0 O
0.2' 0.6'
6' WOOD FENCE
MONUMENFOUNDOTNTE LBE3672 N69'48'00 'W 50.00rY PIPELBI ,LBB 3672 I72
0.2 N69'47'45"W 50.00' FIELD
TRACT- "A"
ORCHID TRACE
PLAT BOOK 53 PAGE 8
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
NOTES: "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
THIS IS A BOUNDARY SURVEY. NUMBER 120075 0001 D REVISED APRIL 17, 1989
BEARINGS BASED ON THE SOUTHERLY
FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,RIGHT OF WAY LINE OF WEST 6th FLORIDA.
STREET AS BEING S69'48'00"E AS
PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT
CH IS D =
NO BUILDING RESTRICTION LINES AS OF ANSEk.
PER PLAT. I`
"NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 8, 2009
DRAWN BY: 2MCC88 1500 ROBERTS DRIVE
FILE #: 20o9-28a-2 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF
M . AP OF SURVEY
LOT 2, BLOCK 74,' SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
WEST 6th STREET
50- RIGHT OF WAY PAVED
FOUND CONCRETE S69'8'00"E ��9,96' FIELD SET 1/2" IRON
MONUMENT LB 3672 S69 48 00 E 50.00 PIPE LB 3672
0.1'
-c
o
� o oLJ
`' N CEJ LJ
O N
U a0
LLIQ
� 0 0-
P�
a W Op O
+n �N O
104
- 8
2 o �
U -p o 0 \_0 00 �Y d/
C-4 N(Y_ Um z (N V) C� b
ry Uu +`
O a.
v \J� b
Z \l
I g 0
3
i
0.2' 0.6'
d 6'CONCRETE V'fCCDYtT�CC---
FOUND
I 0
MO UMENT LB3672 N69'48'00 'VII 50.0-0 pPELS 3672
0.2N69'47'45"W 50,00' FIELD
TRACT, "A"
ORCHID TRACE
PLAT BOOK 53 PAGE S
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
NOTES: "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL
THIS IS A BOUNDARY SURVEY. NUMBER 120075 0001 D REVISED APRIL 17, 1989
FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
BEARINGS BASED ON THE SOUTHERLY FLORIDA.
RIGHT OF WAY LINE OF WEST 6th
STREET BEING S69'48'00"E AS
PER PLATT,. THIS SURVEY WAS MADE FOR THE BENEFIT
OF CH IS DANSER.
NO BUILDING RESTRICTION LINES AS
PER PLAT,
DONN W. BOATWRIGHT, P.S.M.
"NOT VALID WITHOUT THESIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 8, 2009
DRAWN BY: MCC 1500 ROBERTS DRIVE
FILE #: 2009-288-2 JACKSONVILLE BEACH, FLORIDA 241 -8550 SHEET OF
TESTED - MI Windows and Doors
TO MEET 650 west Market St
NATIONALLY Gratz, PA 17030
RECOGNIZED 3740
STANDARDS SH / ALUM / grids
FOR 60.SN
THERMAL 182; Inner glass; 3/32" CLR ANLD; Outer glass; 3/32" CLR AN.
PERFORMANC LD
Individual oducts ma be sub act to variation in performance
ENERGY PERFORMANCE RATINGS
U-Factor(U.S.I-P) Solar Heat Gain Coefficient
0 . 70Om62
ADDITIONAL PERFORMANCE RATINGS
Visible Transmittance
0 . 64
Ramafacturer stipulates that these ratings conform to applicable procedures for determining product
perfonoaoce, These ratings are determined for a fixed set of environmental conditions and a specific
product site,
Access www,mi4cam for additional product performance informatioo,
U)
am
C:
O
N
O
C
+ DP - DP
40 . 1 50 . 1
Ratings are for individual windows / doors only. For information regarding
mulled / stacked units, please contact your sales representative.
18575890 . 6 . 1 . 4 01/29/2009
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FL.
Project Name: Z Cx— S Permit#
Project Address:
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72,please provide the information and product approval
number(s)for the building components listed below as applicable to the building construction project for the permit number listed
above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed
products. Information regardingstatewide product appproval may be obtained at:www.floridabuiidin .or .
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A.EXTERIOR DOORS
1. Swinging gia ,I, oy
2. Sliding
3. Sectional
4.Roll up
5.Automatic
6. Other G oc:
B.WMOWS
1. Single hung fi Qi-! 3 7Y° S Y3 P. it
2.Horizontal slider
3. Casement
4.Double hung
5.Fixed
6.Awning
7.Pass-through
8.Projected
9.Mullion
10.Wind breaker
11.Dual action
12. Other
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C.PANEL WALL Pc. 49 9
1. Sidingl
2. Soffits
3.ENS
4. Storefronts
5.Curtain walls
6. Wall louvers
7.Class block
8.Membrane
9.Greenhouse
10. Synthetic stucco
11. Other
D.ROOFING PRODUCTS R `L 3-
1.Asphalt shingles CO P Ih rC(t4,.-�
2. Underlayments w a�- . =a s 2,Z)t?
3.Roofing fasteners
4.Nonstructural metal roof
S.Built-up roofing
6.Modified bitumen
7. Single ply roofing
8.Roofing tiles
9.R2qfInj insulation
10. Waterproofing
11. Wood shingles/shakes
12.Roofing slate
13.Liquid applied roofing
14. Cement-adhesive coats
15.Roof tile adhesive
16. Spray applied polyurethane
roof
17.Other
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E.SHUTTERS
1.Accordion
2.Bahama
3, Storm panels
4.Colonial
S.Roll-up
6.Equipment
7.Other
F. STRUCTURAL
COMPONENTS
1.Wood connector/anchor
2. Truss plates
3.Engineered lumber
4.Railing
5.Coolers-freoxers
6.Concrete admbdures
7.Material
8.Insulation farms
9.Plastics
10,Deck-roof
11.Wall
12. Sheds
13,Other
G.SKYLIGHTS
1.Skylight
2.Other
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
H.NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
In addition to completing the above list of manufacturers,product description and State approval number for the products used on this
project,it is the Contractors or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions,
along with the list above,on the job site available to the inspector.
The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be
inspected,they must be submitted for review for coda compliance and approved by a Plans Examiner. This form will be revised to
include each new product in the categories listed above and will be highlighted to indicate the now products and required information,
Authorized Project Agent: ALA g+-r
(Contractor or Design Professional) (Print Name) (Signature)
Company Name;
Mailing Address: i'6 6 19A S 1v
City; State: Zip Code: 31-L-0
^*ne Number:{ } Fax Number;(
E-mail Address:
:�or91w ,d t �
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMITINORMATION, LOC�4TI[3IIM
k y
Permit Number: 19286 Address: 74 SIXTH STREET WEST
Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233
Class of Work: NEW Township: 0 Range: 0 5ook:
Proposed Use: Lot(s): Block: Section:0
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: OWNE 'I—m—FORMA-Vo ,
Date Issued: 12/03/1999 I Name: EVELSIZER
Total Fees: 1,835.00 Address: 74 SIXTH STREET WEST
Amount Paid: 1,835.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 12/03/1999 Phone: (904)246-4731
Work Desc: INSTALL 3/4" WATER SERVICE AND PAYMENT OF WATER AND SEWER IMPACT FEES
J V AND SON PLUMBING WATER IMPACT FEE 140.00
WATER METER/TAP 85.00
CAPITAL IMPROVE. 325.00
SEWER IMPACT FEE 1,250.00
CROSS CONNECTION 35.00
I
I
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
C Operator: CHERYLE
Date: 12./03199 01 Receipt: 0015743
Ali—ANTI—C BEAcA BUIL EPT. Total Paykent ;1835.00
CITY OF
1��a�ctic �e�ctc! - ��yttda
800 SEMINOLE ROAD
-- --- ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904) 247-5800
Q FAX(904)147-5805
Date :`a - 2 9 /
Oet-A
- '7�
FL 32z� 3
Dear Property Owner :
The costs to connect your building to the City sewer and/or
water system are as follows :
Sewer Tap - Labor and Materials to tap into
sewer main $
Water Tap - Labor and Materials to tap into 0 ,0
water main $ 8
Water Meter .- Cost of Meter $
Cross Connection Inspection - Inspection by
Public Works to ensure backflow CD
prevention $
Sewer Impact Fees - Funds future expansion
of the sewer plant $ `�;2-0, cit)
Water Impact Fee - Funds future expansion
of the water plant $ /4Lo ,c.J
Capital Improvement - Funds for improvements ,
expansion or replacement to
water system $ 32-S",G4
i •
TOTAL COSTS
If you have any questions concerning these charges please call
the building department at 247-5826 .
Sincerely,
Don C. Ford
Building Official
DCF/pah
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6)
WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
C
KITCHEN SINK (2) FAUCETS (2)DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (112)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS 7 @ $20.00 EACH $ /4/0
JOB INFORMATION �� 6 /��
5j
r
.CITY OF ATLANTIC BEACH, FLORIDA
��► � APPLICATION FOR ILKTRICAL M- MIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_... -C L,._,_,_._19_
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS.
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM:
NAME.-
BLDG.2129
AME.-BLDG.212E BETWEEN:
RES. `APT.1 1 COMM.1 ) PUBLIC,{ 1 INDUS.1 ) NEW 1 ) OLD 1 1 RAW.1 1
ADDITION( TRAILER( 1 TEMP.l 1 SIGNS ( 1 S0.FT.
SERVICE: NEW i 1 INCREM 141' REPAIR 1 i FEE
CONDUCTOR SIZE .L
ALUM.
MWO OR BREAKEll AMPS IN VOLT RACEWAY '
EXIST.SERV.SIZE 0 AMPS I PH I Sw qq ou RACEWAY
FEEDERS NO. 212E I NO. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
*
.SO AMM.
a
CITY OF
4&tic Be404-0'&
Office of Building Official
REQUEST FOR INSPECTION
Date t : Permit No. Lz
Time r
Received�"j �`"// •_�_—_� P. J DistrictNo.
Job Address ocalir, t
Owner's 42—Ake �
Name t
aettor,
BUILDING CONCRETEELECTR PLUMBING MECHANICAL
Framing C Footing ❑ Rough Wiring 0 Rough rJ Air.Cond.& 0
Re Roofing 0 Stab 0 Temp Pole G Top Out 0 Heating
Lintel D Fire Place ❑
i Pre Fab
READY FOR! ErThurs.
A.M.
i
Mon. Tues. Wed. Friday P.M.
� _
inspection Made \
inspector
Final inspectior
�t Certificate of Occupancy
C /l E- 1—•s Date
?i�•L�l r�
C, x $ CITY OF ATLANTIC BEACH
SJ 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
v INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00026371 Date 6/30/03
Property Address . . . . . . 74 W 6TH ST
Tenant nbr, name . . . . . . VINYL SIDING, SOFFIT, FASC
Application description . . . SIDING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 12686
Owner Contractor
-
------------------------
--------- ------- -------
EVELSIZER, JOHN SEARS HOME IMPROVEMENT
74 WEST 6TH STREET P.O. BOX 522290
ATLANTIC BEACH FL 32233 LONGWOOD FL 32252
(407) 767-0990
-----Permit .
. BUILDING PERMIT
Additional desc .
Permit Fee . . . . 95 . 00 Plan Check Fee 47 .50
Issue Date . . . . Valuation . . . . 12686
Fee summary Charged Paid Credited --_-Due---
----------------- ---------- ---------- ----
Permit Fee Total 95 . 00 95 . 00 . 00 . 00
Plan Check Total 47 . 50 47 . 50 . 00 . 00
Grand Total 142 . 50 142 . 50 . 00 . 00
f
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
PROPERTYRESULT IN THE OWNER PAYING
WHWHICHARE PART OF THIS PERMITAND SUBJECT ISSUED
TO REVOCAT ON FOR VIO A ON OF APAPPROVED
CABLE PROVISIONS OF LAW. PLANS
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
\�S TELEPHONE:(904)247-5800
f FAX:(904)247-5805
SUNCOM: 852-5800
J =5 — http://ci.atlantic-beach.fl.us
PLAN REVIEW CQ1vIM�NTS
Permit Application
Applicant: je raf f'�"'�. 5
Address: h _S G
Project:
W- Your application is approved
cp Your permit application has been reviewed and the following items need
attention:
Please re-submit your application when these items have been completed.
Reviewed by L- `�S ' >
Signed
Date
Contractor Notified Date
< p. l
City of Atlantic Bcaclh- $00 Seminole Road- Atlantic Iiestch,)Florida 32233-5445
Phone: (904)247-5800- FAX (904)247-5845- http:/hvwfv/ei.atlantiC-beaCh.,O.Us
BUTLJ)JNG PERMIT ,APPLICATION
FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION
(INCLUDYNG NEW CONSTRUCTION,REMODEL,ADDITIONS
AND ALTERATIONS, MOVING OR DEMOLITION)
DATE Ce- I a o3
r7q
JOB ADDRESS
AP1')L.ICANT C_ = Ems. eA:5'j\Z-Plr- i r_
ADDRESS (,A�'� . T� yV' ----- PHONE:
)cm
St�.GA D�g CItIPTION: BLOCK NUMSEIt,�� LOT NTU ME_E �, of___40NING DISTRICT
CON4IiATOR 'EL2•-,r�1L�&Z'5,�Cl�� STATF,LICENSE NUMBER��C
ADDRESS —]36-6 SLi\-l���= Ll. :JeA PHONE, _L490-PI V-1)i
CITY\& STATE X1.1 UP FAX LA _
pESCRIBE PROPOSE JD USE AND WORK TO BE DONE
1IRESEI`T VSE OF LAND OR BUTL.DCNG(S)
VALUA'rION O1F PROPOSJED CONSTRIUCTXON C�
is this an addition? If yes,what are the. nsi ns of the add space: _— feet by feet
Will the added arca bt heated and cooled'? \ Ncw electrical or increase in service?
New plumbing fixtures? New fireplace? New heating/air conditioning?
Is approval or?Homeowner's Association or other private entity required? If yes,please submit with this application-
PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all
information as appropriate-)
STF)I' 1. Verify zoning designation and proper setbacks for the proposed construction. If you arc unsurc of this inibrmation,plcase
contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have
Property Appraiser's Deal Estate NUMber available.
STEP 2, Contact the City of Atlantic Beach Depamneat of Public Works to determine if a pre-construction or post-construction
topographical survey is required. (If not required, written verification rnnst be provided with this application) The
Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
U2/28/02
This instrument Prepared by:
Name: SEARS HOME IMPROVEMENT PRODUCTS,INC.'"
P.O.BOX 522290 , 'MIN. RE'T'URN
LONGWOOD, FL 32752-2290 PHONF 70 _ 0113
1-407-767-8011 'q
NOTICE OF COMMENCEMENT
n State: F�c�r�cg
N 40 8943
Book: 1183
County: �(�lbt.� Pae: 1627
FiM 3 Recorded
Cn THE UNDERSIGNED hereby gives notice that improvement will 06/30/2003 11:31:59 AN
b be made to certain real property, and in accordance with JIN FULLER
t6 CLERK CIRCUIT COURT
Chapter 713, Florida Statutes, the following information is MAL COUNTY
provided in this notice of Commencement, 5.00
RECORDING FUND f 1.00
co
rl
rl 1. Description of property: (legal description of
property,and street address if available
� `E h lc.�tn '� l•
o
0
2. General description of improvements: V In ]� y
1 Q J ,
3. Owner information
a. Name and address: "e L7 �,1 P "5►7^+ oZ Qt" —5A�+►�
b. Interest in property:
C. Name and address of fee simple titleholder(if other than owner):
4. Contractor: (name and address)
SEARS HOME IMPROVEMENT PRODUCTS,INC.
P.O.BOX 522290,LONGWOOD,FL 32752-2290 1-800-222-5030
5. Surety
a. Name and address: NA
b. Amount of bond $
6. Lender:(name&address) NA
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by Section 713.13(1)(a)7,Florida Statutes: (name and address)
8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as
provided in Section 713.13(1)(b),Florida Statutes: (name and address)
ABOVE NAMED CONTRACTOR
9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date of recording unless
a different date is specified)
C
(Signature of Owner)
Drivers License#: F 111?, — f U 3 — 1
Owner's Name: (,i �J 0,� yVfl t<'L7,fb�
r'
Owner's Address: -7"L VJ 6-f(, 51, 11Z1�Zte— 9af Ft., 32-Z33
PREPARED 8/19/03, 16:17:47 INSPECTION TICKET PAGE 6
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/20/03
--------------------------------------------------------
ADDRESS . : 74 W 6TH ST SUBDIV:
TENANT, NBR: VINYL SIDING,SOFFIT,FASC
CONTRACTOR SEARS HOME IMPROVEMENT PHONE (407) 767-0990
OWNER EVELSIZER, JOHN PHONE
PARCEL - - -
APPL NUMBER: 03-00026371 SIDING
-----------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DES IPTION
TYP/SQ COMPLETED RESULT RE LTS/COMMENTS
-------------------------------/HARON
------------------
16 Ol 8/20/03--- LJ FINAL TIME: 08:00
470 0115
COMMENTS AND NOTES
-------------------------------------- ------------------------------------
P.
STEIN 3. Please submit Energy Code Forms, Notice of Corc nenccmcnt, Owncr/Contractor Affidavit if owner is contractor, and
tour(4)complete sots of construction playas to the Building Departmen� which is located at the Atlantic Deacb City Hall,
800 Se6nole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826
In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work
being performed. Scale of drawines should be sufficient to depict all required infomaation in a clear and legible rnauncr.
L Current survey showing the property boundary with bearibgs and distances and the legal description,.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and
square footage. Identify any existing structures and uses,
3. Existing and/or proposed driveways.
4. If required by the Depar inent of Public Works,a prc-construction topographical survey,
5, Any significant environmental features,including any jubsdictional wetlands,CCCL,natural water bodies,
b. Impervious Surface area calculations. (Swimming pools m2y be excluded from total Impervious Surface.)
7. Other inforn-iation as may be appropriate for individual applications.
I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT.
SIGNATURE OF OWNERF 5 a� a DATE 3
I HEREBY CERTIFY THAT I HAVE READ ANI? KXA INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND
C0RRE(-7F. ALL PROVISIONS OF THE LAW'S AND ORDINANCES COVERNIN(w THIS TVPF OF WORK WILL BE ('-O'vIPLIED
WI'rlf,WHETHER SPECIFIED IIRREIN OR NOT. TIIIE GRANTING ON A PERMIT DOES NOT PRESUMETO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR
LAWS IN ANY MANNER,INCLUDING TIM GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF
THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE,OF THIS P E"IT IS CONTINGENT UPQN TME ABOVE XNFORMATION
BEING TRUE AND CORMCT AND THAT THE PIANS AND SUPPORTING DATA RAVE BEEN OR SHALL HE PROVIDED AS
REQUIRED.
SIGNATURE OF CONTRACTOR--
ONTRACTO DATE - a •�3
ADORIESS AND CONTACT INFORMATION OF PERSON TO REC)^I'VE ALL CORRESPONMENCE REGARDING
THIS APPLICATION (PLEASE PRINT)
NAME 5k1jr ova "
.MAILING ADDRESS noZ 'S �vt�•t •l�
PIRONE �i!]U- CA 1S FAX Ll _JE-MAIL
SWORN AND SUBSCRIBED BEFORE INM THIS �h DAYOF L
STATF OF FLORIDA,COUNTY Oat•'DUVAL
NOTARY'S SIGNATURE R
AS T4?.Qo�gfff lrog aclusilV ❑ Personally l:xxovm
'!j 0"I" Produced identification
n11I,L PaPuOU o1,. t''
900Z `V gazeyq sa.ndxS = 'I Type of identification produccd
Lt'Z900 (IG# uotssitumop 1� '�
oizueosaaoaa 'a uojeyg -
AS TO CONTRACTOR- )Personally known
❑ Produced identification
Type of identification produced _
02128/0"M"00 8trtpt109 otlusllV
njt1,L PaPuofl :'.apsio `
5002 '6 galuyg s,).x,rJv-,
LVZ900 f`
oizuec
p. 3
NEW IMPERVIOUS SURFACE REGULATIONS
On January 01 , 2002, the City of Atlantic Beach enacted new regulations
limiting the amount of Impervious Surface that can be developed on
property.
Within all residential Zoning Districts, the maximum amount of
Impervious Surface arca allowed is fifty percent (50%). 'Within all
commercial and industrial Zoning Districts, the maximum amount of
Impervious Surface area allowed is seventy percent (70%). The Zoning
regulations define Impervious Surface as follows:
Impervious Surface shall mean those surfaces that prevent the
entry of water into the soil. Common Impervious Surfaces
include, but are not limited to, rooftops, sidewalks, patio
areas, driveways, parking .dots, and other surfaces made of
concrete, asphalt, brick, plastic, or any surfacing material
with a base or lining of an impervious material. Wood
decking elevated two or more inches above grade shall not be
considered impervious provided that the ground surface
beneath the decking is not impervious. pervious areas
beneath roof or balcony overhangs that are subject to
inundation by stormwater and which allow the percolation of
that stormwater shall not be considered impervious areas.
Swimming pools shall not be considered as Impervious
Surfaces because of their ability to retain additional rain
water, however, decking around a pool may be considered
impervious depending upon materials used.
Information verifying Impervious Surface trust be provided prior to
issuance of Building Permits whenever new construction includin
building renovations or additions new driveways, decks ororches
involves an increase in impervious Surface area,
Sears Home Improvement Products, Inc.
License No.CB C039161 ® Job No.: .11 Z6 q-7
P.O.Box 522290♦Longwood,FL 32752-2290 /� /�[L Location: �) - VI I I(;'
IIpW MV-.- Phone #:C`(o q1U`U i t
Name
�. Siding
l �( � I-? Phone: Res.��l�u)Z � Bus. _
Address: C� .R�;+���L� City: ��(
St.: �(, Zip:
I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement
Products, Inc. hereinafter referred to as"Contractor", to furnish, deliver, and arrange for installation of all materials necessary to improve the
premises located at:
(Street) J
According to the following specifications: (City) (State) (Zip)
NOT
INCLUDED INCLUDED SPECIFICATIONS
PREPARATION: 1. I ❑ Obtain all necessary permits and insurances.
2 X
❑ Inspect surfaces in work area-renail loose wood, replace rotten surface wood where necessary in work
area excluding roof,decking or rafters, and structural members.
3. ❑ Remove Existing siding: Type:
4. ❑ Fir out walls on brick, block, metal or stucco areas: Location:
5. ❑ Caulk and seal around all windows&doors in work area as necessary.
6. ❑ Install approved non-corrosive starter strip.
INSULATION: 7. ❑ Install insulation on flatwall areas to be sided with"3/4"/'1/ 'extruded poly-styrene insulation.(circle one)
CUSTOM TRIM: 8. ❑ Custom Vyna-Klad aluminum fascia system: Color: �v }!
9. ❑ Remove and reattach/dispose of existing guttering.g"
❑ Cover soffit areas of home with vinyl soffit system, except those areas noted below.
'IsaBetter Be /Other (circle one) Color: ►v i pattern:
11. ❑ ► Custom Vyna-Klad aluminum frieze boards:
Location: Color: Size:
12. ❑ Jump/Butt window trim: Location: Act( Entfdy Color: 1NC"
13. ❑ 19 Custom wrap windows/sills/mulls/headers with Vyna-Klad aluminum:
14 Color:
❑ Remove and reinstall existing storm windows venin hutters.
15. ❑ Custom wrap door facings with Vyna-Klad aluminum:
Location: Color:
16. ❑ Custom wrap garage door single/double with Vyna-Klad aluminum:
17 ❑ Color:
J^J Remove and reinstall storm doors
18. ❑ Deluxe corner posts: Color: lri jA r
19. ❑ Clip locking syst " Location: AL1 &A!� Li 5e
SIDING: 20. ❑ Install Better Be /Other Solid vinyl siding.g. (circle one)
TYPE: Horizontal/Vertical COLOR: W4t'rC
PORCH 21. ❑ Porch ceilings: Location:15W11 Color: w ��
SYSTEMS: 22. El Porch posts: Color. weNZ�
23. ❑ Porch beams: Color: i/ -41oma
CLEAN UP: 24. ❑ Clean up and removal of all job related debris:
25. ❑ Each job is over-shipped to avoid delays. Remove excess materials and re-stock.
WARRANTIES: 26. ❑ Manufacturer's warranty sent upon completion.
SPECIAL ITEM:
l�lGf 1(� IPcZ� iv(��,�r
Work not to be done: _NO DRIP EDGE COVERED-NO PAINT APPLIED N" ;1�l NAl tf./ Ji
No IN 06
All of the above check boxes and the"work not to be done"section have been reviewed and explained to me.
NOTE:THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND VWE UNDERSTAND THEM FULLY.
ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON REVERSE AND ARE PART OF THIS CONTRACT. '—�
Please read the following bold type and initial corresponding line.
Verbal understandings and agreements with representative shall not be binding.All understandings and agreements must be set forth in
writing in this Contract.
Purchaser Initials: X ' f
The TOTAL PRICE for all Labor and Materials(including any applicable discounts)is: $ �? r16, 1 .00
Down Payment $ 1 .00
i Oc" Balance Payable $ / ���� 1 .00
Amnnnt•
CUSTOMER �� t' a-4t-a a- ADDRESS -7q N. 6-14 6c rf
DATE
T GABLES-Horizontal H X'i RAKES - H X , + yy
Vertical-H X W _e �q .
F 10ABLE
_
i r ;
IT
4+1
1 -
_
i —
I eel
!
!
1 -
FRONT OF HOUSE INDICATE NORTH
H V T/C ❑SOFFIT
�1&FASCIA El FASCIA ONLY
FRONT- FRONT-
x -
ABLE x x.7 GABLE HGT=
LEFT SIDE- x - LEFT SIDE-
x - r,
ABL Z Z x x.7 GABLE HGT= �J
BACK- x Q1 = BACK-
x -
GABLE x x.7 `T GABLE HGT=
D
RIGHT SIDE- x _ RIGHT SIDE-
x
GABLE Z � x x.7 C GABLE HGT= J
ADDITIONAL ❑' + ' 7 ADDITIONAL. . .S&F+
OPENINGS - CORNERS. . . . . . . .+ I0(
SUBTOTAL - �G 10%WASTE
i� I/ 2
Jun 26 03 08: 55a SEARS JRX 904 470 0114 p. 2
UITY OF A%A v i i dEAGH
BUILDING QFFICF
JUN 2 6 2003
By: --
■
-
ARCHITECTURAL SPECIFICATIONS
SEARS BEST PREMIUre VINYL SIDING
DOUBLE 4.5" CLAPBOARD
GENERAL SPECIFICATIONS
C,REMIUM VINYL SIDING CON?-ORM.9 TO ALL OF THE REQUIREMENTS ESTABLISHED IN
ASTM SPECIFICATLON 03679-96, DEVELOPED COOPERATIVELY WITH TIIE INDUS'T'RY AND
pUNI.ItiF(ED BY THE AMERICAN SOCIETY Fl)R TESTING AND MATERIAI.S.
MAINTAINS RIGOROUS PRODUCTION QUALITY CONTROL STANDARD-'- ASSURE
THAT PREMIUM VINYL SIDING WILD, PF.kFORM AS EXPECTED FOR fTS INTENDED USE
MATERIALS PROPERTIES
PREMIUM VINYL SIDING IS PRODUCED PROM POLYVINYL CHLORIDE) (PVC1
COME'OI1Ni15 MEETING TIIE REQUIREMENT~ 01 ASTM U 3G79 FOR COMvgUN ) t'�.,AtiS NUMBER I
MATERIAL.
TYPICAL COMPOUND PROPHRTIES
IMPACT S'lRFNC;l'H W 72°F 3.5 fC..lbf/in Of nUlCil (AS'CM U25(;)
IMPACT STRENGTH @ '32op 2.4 ft.lbf/in oC notch (ASTM D256)
TENS1Li•, STRENGTH 6370 nsi. (ASTM D638)
MODULUS OP ELASTICITY 343,000 P81• (ASTM D638)
IN TENSION
I,,FFJ,ECTION TEMPERATURE 18lcF (ASTM 11648)
UNIDER LUA0
TYPICAL SIDING PROPERTIES
LENGTH 12 f.i-. 1 in_ + 1/8 in.
WIIITH 9 in. + .030 in.
THICKNESS 0.044 in. nominal
WARP 0.0 in. (ASTM D3679)
SHRINKAGE 101
(ASTM D3679)
HEAT SHRI
IMPACT R:KAGANC'E 101 in-lb (ASTM D4226,
PRQC.A.H.25)
WEATHFRAHILITY NO SURFACE ON STRUCTURAL
DEFECTS SUCH
AS PEELING, CRACKING,
cKIPPING, ETC.
WKEN TESTED AS PRESCRIBED IN Ati' M
D4477.
SEARS BEST DOUBLE 4.S" CLAD90ARD SrDING (cunt.)
,� or-.Po 7VV /tet, u�wpe o-4a-Aod-Aoz) vlvSt80 £0-9Z-unf
Jun 25 03 04: 40p SEARS JRX 904 470 0114 p. 1
Florida Building Code-Siding Product Ramifications
-What we know -
1 New Code effective March 1st.
2 Windpeed Maps "hot new issue". Window/ Door DP Mins
3 Vinyl Siding in new code approved 1403.9 ASTM D 3679 and Class VI Construction
Yes - our products comply
4 New code approves Siding Backer Board as residing - but max thickness 1/2"-2000 btu/sq ft
Letter from OC with Test Results shows 3/4" exceed flame and smoke -despite 3/4"
5 In past- no siding product approvals been required to obtain permits -other than Miami! Dade
Orlando ok Jax ok
Tampa ok Pensacola ok
- New code calls for a statewide PA process- but not until 2003
6 We have Test Data on windspeeds -ATI. Not all products, not with XPS foam
- Binders sent to each office with test results -to use if needed
What we don't know -
1 With New Code -will counties require product approvals where they did not before?
2 With New Code -will counties require siding test results to match windspeeds?
If they do -Game Plan
1 Use ATI test results from Alside to match 1 exceed windspeeds-copies for each office.
2 May need to change our installation method to comply with ATI testing - nailing frequency
See test result summary and test results in binder
Jun 26 03 08: 56a SEARS JAX 904 470 0114 p•3
3.53 X 10-5 in./in.
(:OEFF=CIENT Ot' LIVEAR
EXPP.NSION 1 5 Unit6 (A-STM D 3679)
GLOSS l75° GLOS,';)1�.'I£R) NO DISTORTION AT 720^F (ASTM
StIRFACE DISTORTION
FIRE RESISTANCE PROPERTIES
<5 sec. (ASTM D635)
AVERAGE TIME OF BURNING ,5 aim. (ASTM D635)
AvKRAGE EXTENT OF BURNING LQ (ASTM E84)
FI,AME SPRE.AP X360 (ASTM E84)
SMOKE DENSITY SELF IGNITION fiLD NOT OCCUR. AT
IGNITION PROPERT1 F•S 6b0°F',
SAMPLE BEGAN 1'0 SMOLDL•R AND
CON'I'INUfiD UNTIL CONSUMKI). (ASTM
D1929)
CODS LISTINGS
wx1TING
ALSIliE PREMIUM VINYL SLUING IS LLSTED 8Y THE FOLLOWING CODE
ORGANIZATIONS
UNIFURM BoILDING CODE - ICRO EVALUATION SERVICES
51'ANDARU BUILDING CODE SBCCI PST & ESI
NATIONAL BUILDING c-OUE - BOCA EVALUA'r10N SERVICES
rEDERAL HOUS)NC AUTHORITY MEET5 REQUIREMCNTS
OTHER TESTING:
UNDERWRITER'S LABORATORIES - FILF k14214
u�wpe aqe„Aod-Ao--) Vb5 =90 £d-9Z-unC
Jun 26 03 08: 56a SEARS JAX 904 470 0114 p.4
-it1-2003 13:58 FROM;pROdLtcTION ACTIUTTY
331�1e��st�a
Sears Best Vinyl Siding
4.5 Clapboard
DATE
INSPECTOR
R MA
:Z 1. R
LS
C
—C. CENTER BUTT H GH = 0.744 s 0,010
0 :9GTTDH UTT HEI N. , 0.700 ! . 20
E : TT HOOK LENGTH-7-0390 0. 90 t
F :NAIL STRIP EDGE TO i_O[K = aG77 s 0.030
U : BuT ' HOOKLIP = 0.11 +-O.OlO - 0.0
H :L NE-IGHT = 13B0 i R06Q
I :NAIL = 5 M N.
aUt M CUT
Y�E�E
(,RAIN VISUAL
VEIGHT /FT. = 0.350
IMPACT TOP PANEL
RESISTANCE-CENTER BUTT
73 F BCTT PANEL
BATT BUTf
IMPACT TUU PANEL
RESISTANCE-CENTER BUTT
20 F BOT PANEL
BUTT BUTT
OIL CAN TEST
waME ROOM
APPEAL 90 c
L mttaRtM% i00 r
110 F
c- row
120 F
r• reap IN F
P- POOR
t - F4L 140 F
ACrUAL OIL. CAN TEMP
1.500 t 0.030 RfL1A918 —4
1 �
i M
E HOLD 0.155 DIM (CR TICAL)
.uR acauwL i
Revnto �1Q7ne 1/13/9H
p,M[,Ea Mu.l0vtt' 1)"Im
irbn uLUIP e 04Q..a0d_Ao-3 b/+.5 =80 £O-9Z-u^C'
Jun 25 03 03: 42p SEARS JAX 904 470 0114 p- 2
ARCHITECTURAL
EST II�G I�C 130 Derry Court•York, PA 17402-9405
web www.lestati.com-Facsimile 717.764-4129•Telephone 717-764-7700
DADE COUNTY TEST REPORT A P P R O V E D
CITY OF ATLANTIC BEACH
Rendered BUILDING OFFICE
ALSIDE,INC. JUN 2 6 2003
P.O. Box 2010
3773 State Road By:
Akron, Ohio 44309
Report No.: 01-33667.02
Test Dates: 03/24/99
Thru: 04/05/99
Report Date: 07/08/99
Expiration Date: 04/05/05
Metro Dade Notification No.: ATI 98027
Series: "Sears" Centerlock Double 4-1/2" Clapboard
Type: Vinyl Siding
Project Summary: Architectural Testing, Inc. (ATI) was contracted by Alside, Inc. to perform
tests on their "Sears" Centerlock Double 4-1/2" Clapboard vinyl siding. Three specimens were
tested per Dade County Protocol PA 202-94 and Protocol PA 203-94. Alt specimens were wood
stud wall sections with 16" centers. The specimen passed at a design load rating of 40.0 psf.
The specimen description,test data and results are reported herein.
Test Procedure: The test specimens were evaluated in accordance with the following:
Dade County Building Code Compliance Office Protocol PA 202-94, Criteria for Testing Impact
and Non Impact Resistant Building Envelope Components Using Uniform Static Air Pressure.
Dade County Building Code Compliance Office Protocol PA 203-94, Criteria for Testing
Products Subject to Cyclic Wind Pressure Loading.
Test Specimen Description:
General Description: The vinyl siding was constructed of 0.048" thick vinyl with a wood
grain finish on the exterior. Each test specimen consisted of five double 4-1/2" horizontal
courses of vinyl siding with a male interlock on the bottom and a female on the top. A steel
starter strip was used the length of the bottom plate.
Laboratories in Pennsylvania, Minnesota & California
Jun 25 03 03: 42p SEARS JAX 904 470 0114 p• 3
01-33667.02
Page 2 of 7
Test Specimen Description: (Continued)
Test Buck: The wood test buck measured 8' 0" wide by 4' 0" high and was constructed of
nominal 2" x 4" lumber. Five studs were spaced 16" on center and were attached to the top
and bottom plates with 3" drywall screws. 1/2" thick plywood with five 4" diameter holes,
to allow pressure to transfer to the siding, was fastened to the studs with 1-5/8" long drywall
screws. A 2" x 8" wood frame was attached to the test buck with 3" drywall screws,
Silicone was used on the backside of the test panel to seal the perimeter and studs. A 2mil
thick plastic film was loosely draped over the interior side of the siding to enable attainment
of pressure.
Mountings: The siding was mounted with 1-1/2" long "U" shaped staples, stapled every 6"
with 17 staples per course of siding.
Jun 25 03 03: 42p SEARS JAX 904 470 0114 p•4
01-33667.02
Page 3 of 7
Test Results:
General Note: All loads were negative pressure and were held for 30 seconds. A S psf preload
was applied before running loads to failure.
The results are tabulated as follows:
Specimen#1:
Results
Pressure (Deflection) Indicators
#1 #2 #3
10 psf 0.810" 0.728" 0.851"
15 psf 1.094" 1.035" 1.101"
20 psf 1.197" 1.122" 1.245"
25 psf 1.353" 1.282" 1.407"
30 psf 1.476" 1.401" 1.522"
35 psf 1.583" 1.509" 1.639"
40 psf 1.698" 1.652" 1.759"
45 psf 1.839" 1.815" 1.900"
50 psf 1.924" 1.867" 1.978"
55 psf 2.034" 1.994" 2.094"
60 psf 2.107" 2.078" 2.185"
65 psf 2.128" 2.125" 2.246"
70 psf 2.231" 2.178" 2.316"
75 psf 2.372" 2.344" 2.457"
80 psf 2.466" 2.355" 2.486"
85 psf 2.553" 2.391" 2.581"
90 psf 2.687' 2.544" 2.732"
95 psf 2.850" 2.555" 2.895"
100 psf 3.019" 2.561" 3.037"
105 psf 3.068" 2.589" 3.087"
110 psf See Note#1
Note 9.1: Did not achieve pressure, at the top course the siding disengaged at the interlock.
Z Z ���y i99q
Jun 25 03 03: 43p SEARS JRX 904 470 0114 p. 5
01-33667.02
Page 4 of 7
Test Results: (Continued)
Specimen#2
Results
Pressure (Deflection) Indicators
#1 #2 #3
10 psf 0.693" 0.706" 0..739"
15 psf 0.943" 0.941" 0.956"
20 psf 1.131" 1.132" 1.092"
25 psf 1.152" 1.253" 1.187"
30 psf 1.250" 1.346" 1.278"
35 psf 1.344" 1.452" 1.365"
40 psf 1.446" 1.589" 1.456"
45 psf 1.540" 1.664" 1.558"
50 psf 1.636" 1.767" 1.664"
55 psf 1.763" 1.967" 1.997"
60 psf 1.872" 2.020" 2.094"
65 psf 1.983" 2.167" 2.217"
70 psf 2.093" 2.245" 2.303"
75 psf 2.163" 2.280" 2.354"
80 psf See Note 92
Note#2 Could not achieve pressure, at the client's request testing was stopped.
Jun 25 03 03: 43p SEARS JAX 904 470 0114 P• 6
01-33667.02
Page 5 of 7
Test Results: (Continued)
Specimen #3
Results
Pressure (Deflection)Indicators
#1 #2 #3
10 psf 0.805 0.765" 0.817"
15 psf 1.054" 1.007" 1.061"
20 psf 1.237" 1.192" 1.233"
25 psf 1.392" 1.342" 1.389"
30 psf 1.538" 1.493" 1.522"
35 psf 1.636" 1.618" 1.638"
40 psf 1.743" 1.723" 1.731"
45 psf 1.873" 1.875" 1.889"
50 psf
1.906" 1.938" 1.970"
55 psf
1.956" 2.027" 2.057"
60 psf
2.048" 2.122" 2.147"
65 psf 2.127" 2.237" 2.244"
70 psf 2.221" 2.317" 2.303"
75 psf 2.305" 2.393" 2.363"
80 psf
2.364" 2.444" 2.410"
2.422" 2.509" 2.470"
85 psf
s See Note#3
90 psf
Note 93 Could not achieve pressure, at the client's request testing was stopped.
Average Pressure to Failure: 93.3 psf
Average Ultimate Pressure: 88.3 psf
��--n�L 9
Jun 25 03 03: 43p SEARS JAX 904 470 0114 p. 7
01-33667.02
Page 6 of 7
Test Results: (Continued)
Protocols PA 243-94 "Cyclic Wind Pressure Loading"
Design Load: 40.0 psf Test Unit: #1
Table 23F "Fatigue Loading Sequence"Section 2314.5, South Florida Building Code.
NEGATIVE ACTING
DEFLECTION
PRESSURE NO. AVG. CYCLE INDICATOR INDICATOR INDICATOR
RANGE CYCLES TIME 41 #2 #3
0.0 to 20.0 sf 600 2.93 1.268" 1.242" 1240"
0.0 to 24.0 sf 70 2.97 1.342" 1.332" 1.334"
0.0 to 52.0 sf 1 --- 1.633" 1.597" 1.433"
PERMANENT SET 0.288" 0.201 0.179"
Design Load: 40.0 psf
Test Unit: 92
Table 23F "Fatigue Loading Sequence Section 2314.5, South Florida Building Code.
NEGATIVE ACTING
DEFLECTION
PRESSURE NO. OF AVG. CYCLE II�iDICATOR INDICATOR INDICATOR
RANGE CYCLES TIME #1 #2 #3
0.0 to 20.0 sf 600 2.93 1.147" 1.194" 1.170"
0.0 to 24.0 sf 70 2.98 1.241" 1.290" 1.269"
0.0 to 52.0 sf 1 1.442" 1.344"
PERMANENT SET 0.088" 0.126" 0.106"
Design Load: 40.0 psf
Test Unit: #3
Table 23F "Fatigue Loading Sequence"Section 2314.5, South Florida Building Code.
NEGATIVE ACTING
DEFLECTION
PRESSUaNO- VG. CYCLE 1NDICATOR INDICATOR INDICATOR
RANGTIME #1 #2 #3
2.94 1.197" 1.247" 1.277"
0.0 to 20. 1.267" 1.293"
0.0 to 24.0 sf 70 2.99 1.225"
0.0 to 52.0 sf 1 --- 1.457" 1.630" 1.680"
PERMANENT SET 0.154" 0.166" 0.213"
Note: Specimen passed at a design load of 40.0 psf
Jun 25 03 03: 44p SEARS JAX
904 470 0114 P• 8
DI-33667.02
Page 7 of 7
Test Equipment:
Cycling Mechanism: Computerized control panel
Deflection Measuring Device: Deflectometers
The temperature was 65T degrees when product was tested.
List of Official Observers:
Jay Leader Architectural Testing,Inc.
Allen N. Reeves,P.E. Architectural Testing,Inc.
Representative samples of the test specimen and a copy of this report will be retained by ATI for
a period of six years. This report is the exclusive property of the client so named herein and is
applicable to the sample tested. Results obtained are tested values and do not constitute an
opinion or endorsement by this laboratory.
For ARCHITECTURAL TESTING,INC.:
Allen N.Reeves,P.E.
Jay Bader Director of Engineering
Technician Z z '/c' -7
n,;dlm
01-33667.02
Jun 25 03 03: 44p SEARS JAX 904 470 0114 P. 9
DOCUMENT CONTROL ADDENDUM 401-33667.00
Current Issue Date: 07!08/99
Report No.: 01-33667.01
Requested by: John Shaner, Alside, Inc.
Purpose: Testing in acc02-994caantdoP Dade PAy Building Code 302-94on Series "Sears" Centeerlock
Protocol PA ompliance Office
202
Double 4-1/2" Clapboard vinyl siding, with roofing nails.
Issued Date: 07/08/99
Comments: Florida PE seal required on test report.
Report No.: 01-33667.02
Requested by: John Shaner, Alside,Inc.
Building Code Purpose: Testing in accordance
t
o Dade Cc
202 A
Protocol t 302-94 on Series Compliance
CentO lolck
Protocol PA
Double 4-1/2" Clapboard vinyl siding, with staples.
Issued Date: 07/08/99
Comments: Florida PE seal required on test report.
Jun 25 03 03: 44p SEARS JRX 904 470 0114 p. 10
ISEARS CENTER LOCK
DOUBLE 4 112
A 0.015" (tYP)
B REINFORCEMENT
F STRIP
D c
TE
A. INTERLOCKED PANEL WIDTH 9.000±.030 _B. BOTTOM PANEL 4.500 ..020 G
C. CENTER BUTT HEIGHT .744±.020
O. BOTTOM BUTT HEIGHT .700±.020
E. BUTT HOOK LENGTH .390 +.030 -.000 L� 4�_.
F. PROFILE PANEL RADIUS 21.0'x..250
G. NAIL STRIP EDGE TO LOCK .677±.030 J NAIL SLOTS
H. NAIL SLOTS CENTER .355±,062 '
J. NAIL SLOT HOLES .156X1-010
K. ENO NOTCHING 1.500"±.l 25
K
L. LOCK HEIGHT .380+.060
WALL THICKNESS EXPOSED –.044 NOMINAL I `f
WALL THICKNESS HANGER =.051 (MIN)
WEIGHT PER FOOT –.365 LBS.
OVERALL LENGTH –12'-1"±118"
WEEP HOLE _ .125 DIA.±.010 ENLARGED VIEW
WARP - .125"IPANEL —
NAIL CENTER = 16"
W
First On America's Homes
Jun 25 03 03: 44p
SEARS JAX 904 470 0114 p. 11
0
Zi
w
S
N
. '`• ;. . 1— r• - •� _i � ,.... .. a —1 -t _•�. .. :.� .. -...,�*.; �.
L—y.• t_ .i..0 J. i _ — �. t.. .. :; i' i. t I L_ _ c -i , r •T LE
tq
15,
' �. ;. .i .y.i_ .i_... .-T y .j..i. R-. �• r—�—} t—p'}'
•{. 4� 1 �. .s t _ ..
.�� ,._,y.i-•!_r .Y�..t. ,.'..}..{.4_.1 i.� ....t. 1_{ t..1. .... 1.-: !..i�L. L-J .p_.3 p.. r .
�. ... -t-t .t_.r. �-4 E• •.1. _-.t .�.. T' �•••� .- "I __,..;.,moi... V'
i.{..j 1"� : J 1'—t—j 'y T _j s — I. . . —•- - N
CITY
OFF
Office of Building Official
REQUEST FOR INSPECTION / �)3 2
2 _
J6 Y-
Permit No.
Date A.M.
Time P•
Received
i LLocali
Job ress U
Owner's Contractor MECHANICAL
Name ELECTRICAL PLUMBING ❑ Air Cond. & ❑
BUILDING C Footing
Rough Wiring ❑ Rough ❑ Heating
❑ Tem ❑ Top Out Fire Place ❑
❑ Footing Temp Pole
Framing 0 slab ❑ ❑ Sewer Pre Fab
Re Roofing ❑ Final
Insulation
❑ Lintel A.M.
READY FOR INSI:0ECTiON
Friday P.M.
Wed. Thurs.
Tues.
Mon.
4 P.M.
Inspection Mad G Final Inspection ❑
Certificate of Occupancy❑
Inspector
Date
/I CITY OF nn
Office of Building Official
REQUEST FOR INSPECTION
� Pe it N '
Date A.M.
Time P.M.
Received
VFTo
lity
< .
Job Address g
Owner's ContractMECHANICAL
Name ELECTRICALNG
CONCRETE ❑ Air Cond. & ❑
BUILDING ❑ Heating
Rough Wiring ❑ Fire Place ❑
Footing Temp Pole
Framing Lint eweWV Pre Fab
Re Rooting - Final
Insulation -
Lintel A.M.
READY FOR INSPECTION a
Thur-. Fns y
Wed.
Tues. A.M.
Mon. /
L/ r
(/ P.M.
Final Inspection ❑
Inspection Made Certificate of occupancy
Inspector
Date
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
--- ---- -----
----- LOCATION INFORMATION
PERMlTINFORIIAA?EW-1dress: 74 SIXTH STREET WEST
Permit Number: 19342 ATLANTIC BEACH, FLORIDA 32233
Permit Type: PLUMBING
Class of Work: ADDITION Township: 0 Range: 0 Book:
Proposed Use: Lot(s): Block: Section: 0
Square Feet: Subdivision:
Est. Value: Parcel Number: —
Improv. Cost: " OWNER INFORMATION
Date Issued: 12/13/1999 Name: EVELSIZER
Total Fees: 50.00 Address: 74 SIXTH STREET WEST
Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 12_113/1999 Phone: (904)246-4731 __-
Work Desc--. 0 ON NECT TO CITY WATER AND SEWER
P TIQN,FEES
CONTRA dR PERMIT 50.00
J V AND SON PLUMBING
'r.
FINAL
i
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS
HAULEFROM
D AWAY BYWORK
E EITHER CONTRACTOR OR OWNERPUBLIC
SPACE, AND MUST BE CLEARED UP AND
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS _ _
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE-PROVISIONS OF LAW.
(5]217
Date: 12/13/99 81 Receipt:
CHECKS 9143
88188883221888
A NTIC BEACH UILDING D --
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
TELEPHONE
OWNER OF PROPERTY:
PLUMBING CONTRACTOR r
L 1-2
CONTRACTOR' S ADDRESS:
TELEPHONE:
STATE LICENSE NUMBER:
HOW MANY
OF THE FOLLOWING FIXTURES INSTALLED
SHOWERS
SINKS
WATER HEATERS
LAVATORY
DISHWASHERS
BATH TUBS
DISPOSALS
URINALS
WASHING MACHINE
CLOSETS
SHOWER PANS
FLOOR DRAINS
WATER
SEWER
< OTHER
REPIPE �5d o°
TOTAL FIXTURES:
x $3 . 50 + $15 . 00 J
MINIMUM PERMIT FEE - $25 . 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
------- ND FIXTURES MUST BE IN ACCORD G CODEITH
INSTALLATION OF PLUMBING A
MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMB
THE247-5826
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (90
SEWER
INSPECTION
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS
13469
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
------ LOCATION INFORMATION ------
PERMIT INFORMATION -- -- n4dress : 74 SIXTH STREET WEST
Permit Number : 13459 ATLANTIC BEACH , FLORIDA 32233
Permit Type:RE-ROOF -------- LEGAL DESCRIPTION -----'
"lass of Work:NEW -Block : Lot : Twp:
constr . Type:WOOD FRAME Section: 0 Subd:0 Rn0
Proposed Use: Subdivision:
Dwellings : 1 0 . 00
Est . Value:
Improv . COst : 2 . 57 5 .00
Total Fee, : 25 .00
Paid. 25 -00
Amount
_-- ---- APPLICATION FEE:. ^� r%
*.WNER INFORMATION -------- PERMIT
ame : EVELSIZER
ddr - 74 SIXTH STREET WEST
ATLANTI` BEECH , FLORIDA 3223
Phone: ! 9041245-4731
CONTRACTOR INFORMATION --
lame: DUVAL ROOFING
iddr: 1859 (1ARAVAN TRAIL UNIT 104
JACKSONVILLE , FLORIDA 32211
Lic: CCC049053 Exp:
NOTES:
NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WOOMUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTORR
OWNR N
Y WITH THE MECHANICS' LIEN LAW CANVEMSU� Llk'9
"FAILURE TO COM PL r.2, .:.
THE P
ROPERTY OWNER PAYING TWICE FOR BUILDING IMPR
�'Ug TO REVOCATION FOR
ISSUED ACCORDING TO APPROVED
dint
PLANSOF WHICH ARE PART OF THIS PERMIT A fS L
VIOLATION OF APPLICABLE PROVISIONS
ATLANTIC BEACH BUILDING DEPARTMENT
By''
bs
2��
CITY OF AWM I C WMCH
ROOFING PERMIT APPLICATION
owner(s) : Zy'e! S1 Z-er
Address : c,JP,3f (4� SI Phone: ?
Lot # Block or Unit # Subdivision:
Contractor: L0k/a �
Address :- C n
City, State and ZiP1c L Phone �< <
State License # C C- O L161 ys-:�
Describe work to be performed: !K� �
Valuation of Proposed Construction:
Materials to be used: r'��er�lcsS
Signature of Owner;
Signature of Contractor: 42-
Liability Insurance Supplied
Workers Compensation Insurance Supplied
License Information