HomeMy WebLinkAbout17-18444 CITY OF ZEPHYRHILLS
5335-8TH STREET � 1
(sss)�so-oo20 444
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
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• PERMIT INFORMATION LOCATION INFORMATION
Permit#:18444 Issued: 5/08/20�17 Address: 6218 9TH ST
Permit Type: NEW SINGLE FAMILY DWELLING ZEPHYRHILLS, FL.
Class of Work: 101-NEW CONST/SFR Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page: � �
Cost: 183,957.45 Total Fees: 1,663.78 Subdivision: TYSON
Amount Paid: 1,663.78 Date Paid: 5/08/2017 Parcel Number: 02-26-21-0160-00200-0010
CONTRACTOR INFORMATION OWNER INFORMATION
Name: CUSTOM HOMES LLC Name: RDPD LLC
Addr: 6084 IDLE A WHILE CIRCLE Address: PO BOX 566
RIDGE MANOR, FL. 33523 ZEPHYRHILLS FL 33539-0566
Phone: Lic: Phone: 813-778-1840
Work Desc: CONSTRUCT SINGLE FAMILY HOME PREVIOUSLY DEMO 1633 SQ FT
APPLICATION FEES
BUILDING FEE 834.80 ELECTRICAL FEE 166.50 PLUMBING FEE 111.00
MECHANICAL FEE 77.70 WATER METER RES 3/4" 473.78
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC. -
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Must Accompany Application.All work shall be pertormed in accordance
with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONTRACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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5335 - 8TH STREET
(813)780-0020 I
CERTIFICATE OF OCCUPANCY
Address: 6218 9TH ST Owner: RDPD LLC
ZEPHYRHILLS, FL. PO BOX 566
Subdiv: TYSON ZEPHYRHILLS, FL. 33539-0566
Parcel: 02-26-21-0160-00200-0010 Work Type: 101-NEW CONST/SFR
Construction Type: NOT APPLICABLE ❑ Sprinklers
Use Classification: NOT APPLICABLE
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Permit Number: 18444
Date 9/08/2017 �
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ISSU D B • BUILDI OFFICIAL :
WATER MUST BE CHANGED OVER WITHIN 10 DAYS OF ISSUANCE
GARBAGE DEPOSIT MUST BE APPLIED FOR PRIOR TO ISSUANCE
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CITY OF / / / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
� • • - •
ADDRESS DATE PERMIT f
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THIS JOB HAS NOT BEEN COMPLETED. The following additions or.corrections shall be made before the job
will be accepted. .
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It is un�awtu�tor any Carpenter,contractor,Bui�der,or other persons,to AFTER CORRE�CTIONS ARE MADE CALL
cover or cause to be wvered,any part of the woric with flooring,lath,earth 780-0020 FOR �N C T
or other material,until the proper inspector has had ample time to approve �//�'���
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
CITY OF / / / /
Bu��oiNa►
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
� • • - •
ADDRE55 D TE PERMIT�,� �
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THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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It is unlawtul tor any Carpenter,Contractor,Bui�der,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any paR of the worlc with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve
i the installation.
OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR
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813-780-0020 City of Zephyrhills Permit Application ' F�-8�3aeo-oos�
' Building Department
Date Received -'`l •Phone Contact for Permitting ` ��,3 !�� ��(�
wner's Name LLG Owner.Phone Number � � 1� `��`Z
Owner's Addre �( � ,�� � Owner Phone Number
Fee S1mple Titleholder Name Owner Phone Plumber
Fee Simple Titleholder Address _
JOB ADDRESS O �T S LOT# �
SUBDIVISION Sb� d' PARCELiD# � �����OI �`������8 O
, (OBTAINED FROM PROPERTY TAX NOTICE) �
WORK PROPOSED - B .. NEW.CONSTR e ADD/ALT . 0 SIGN Q Q DEMOUSH
INSTALL REPAIR
PROP.,OSED USE � SFR Q COMM 0 OTHER `
TYPE"OF CONSTRUCTION Q BLOCK • Q FRAME �_ STEEL
� DESCRIPTION"OFWORK�'� /✓�// /(/eVl/ D✓�I� J � � � � _ 'i
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BUILDING SIZE �� X✓� � SQ FOOTAGE �O 3.J HEIGHT - ,
�BUILDING �D�, ��*s'i VALUATION'OFTOTALCONSTRI'JCTION
•:QELECTRICAL $ ��v� AMP SERVICE �S� �. PROGRESS ENERGY Q W.R.E.C.
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,OPLUMBING $ �/�, �c7 . I/�(�� l l•` /j l��� ' `�i����I.�
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QMECHANICAL $ S-�..�d . VALUATION OF MECHANICAL INSTALLATION �j � (�'\ i
QGAS Q ROOFING Q SPECIALTY Q OTHER C�,aj� �K�' `� i
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES N 1 � /�L'�
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aui���� ���'C �e��— COMPANY �G��'-i /�(� l�L�G C COS .3c� �
SIGNATURE REGISTERED Y-/ N FEE CURRE� Y%N
Address "License# . 1,.��,
,"ELEC,TRI,CIAN COMPANY � � r _ L�"�� �
. SIGNATURE ' REGISTERED Y/ fV FEE'CURRE� Y/N.
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. Address � - License# 7 ri
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PCURIIBER,;:, �'��,Q�(���CC�1w� COMPAPIY , � `n15 �t�\K�-t115, I r�C..� ,
�SIGNATURE, � `/�oY v REGISTERED • :N,�•` .. ;FEE CURRE� Y N
Address 5�D� 17�k�t ze.ph�c ln�t�s;r� 3 3 5<<� License#. ��C �`t�S�O�
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MECHANICA4�*-�� i..'--�---`" P/� �.�,.COMPAfVY..�..,.._.�.,.._:_;.:..:�,.�.�-: ',�---�_..._�.�....�'.:.:,.�..:..,:��..a.._=..,;s.:e..:..�...„:�,,�
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address�� � � - � - . L•icense# .
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REGISTERED Y/ N FEE CURRE�' . Y/N
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�- •Address��� "- �`' � ° -- License#
:�RESIDENTIAL��,;:,:';Attacli�(2)�;RIoti.P.lans;:(2.)4sef§of�Building{Rlans;(1-)°set ofEneF '.Foims;'R';0-1N.Fermit for new.construction � .
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'�F ;- -,L:;p''�"ry:�:`�•.3';�:-�;Minimum`;ten,;(;10)wp�king;days:afte��sutimittal:date:��:Required'orisite;�Constriibtion�Plans,�Stormvirater Plans�w/Silt Fence installed,
`�� � 8anit�ry:�Faciqties;&s�,1�.dumpster;,SitesWotk P:ermit for:subdivisions/la�ge`projects'-=` ` ` �^` � �
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���GOMMERCIAL Attacli�(2)�complete'sefs ofBuildirig�Plans�plus a�L'ife Safery Page;(1)set of Energy Forms.R-O-W Permit for new construction.
,
_ � Minimum ten(10)working days after submittal date.-Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
} SIGN:PERIIHIT AtfacFi 2):sets;.,o,f�Enginumpster.3ite Work,Per►nit fo��all•new.projects.FJI commercial requirements.must meet compliance
- Sanita FaciliBes�1 d
- 'ee�ed°Plans:r'.� • , � - " �
- *"*PROPERI'Y SURVEY required.for,aII,NEW construction:• _
:Di►ectioris: „ _. ,,, -. � _
_"; �Fill:out:application completely.
Ouvner&Contractor sign:tiack of application,notarized
If over_$2500,-a Notice•.of:Commencement.is required. (A!C upgrades over$7500)
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-. ,i4genY(for'the'contractch)or•Power•of`Attomey(for'ftie oinrner)would tie someone with notarized letter from owner authorizing same
;;;OVER;THE COUNTER PERMITTING:_, ,(copy_of-contract:required) ' " `"' � �i
=;;Reroofs.if sfiingles Sewers Service Upgrades A/C Fences(PIoUSuroey/Footage)
- .Driveways-Not over Counter i��3n`���li'`F�2dw�'j�".`:n�e° � -
c s e ds�Q�lU.'.."`__�>
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NOTiCE.CfF DEED.RESTi2tCTiONS: The undersigned unde,cstands_-that;this;p.ermit may be subjeet to:$'deed"s,restrictionsf;�;;:�.'t
,, ,..,- . ; ,F .. 7�>. �.::,,�� ..�:��:.���; � ;i
which;;may4be:.mOce�c88tFiGtivB";than°C.vunty regulations.=��Thexurtclersignett=assumes respiansibiiaty:for compiYance=`nnth ariy ;
applicabte deed rest�ictian's. , , ' , ,_ �.�::.,., : ;F:�,U-j���:r:
UNLICENSED CONTRAGTClR3 AND CC?N'Tf2AGTQR RESPQNSIBIL171E§:��!f•�tie=c►wrier�-has�tiired`-a��can#cactor or -
confractors to undertake work; they may be required to be+licensed in accordance vuith,state Farid�local;;regulations:�51f�th'e,�:-�,-�';
contractor is not licensed.as required b.`y+"law, both the owner::and"eantracto���rriay=•6e�citedwfor a-'misdemeanorv�olation-• �`'��
under state iaw. If the owner or intended contrac#oc are uncertain as to what.(icensing requir.ements:,may�apply`for-;ttie;:�:"�',:':
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intended.woek,.they:are�advised to can#act ttie`Pasco County Suilding'Inspection Division-=Licensing`Seation�at 727�84�- ,�i`
8009. Furtherrnore, if the owr�er nas"tiired'rya� corit�actor or cantrai;tars, he is aclvisec! to;��have #he`cantractor(s}sig,n,,;�f�,,V,;
portions of the "contractor Block"_of this application for which.they-will be responsible:-=1f ybu,.,a's�tti�e�owner sign:as`<.tiie" ,�;.,,;
contractor, that rrray be an indication=that�he is`not properiy licensed��and�is not entitled to permitting privileges_in Pasco �
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County. - _. _. .. . '' � -- �t£�'`''' `
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TRANSPORTATtON-IMPACTNTILITIES-IMPACT AND RESOURCE RECOVERY FEES:�The untlersigned understands, ''
that Transpattation impact Fees and Recaurse Recovery Fees,may.appty to the construction.of,_new..b,uil.tlings,,°eFian�ge�af3'r'��.;;'`�
use in exist�ng�biiildirigs, o�-,expansiiact=:of;.�:existing buiiclings, as specified in Pasco Caun#y OrcfEnance number 89�07'and ' �_'
9Q-07, as amended. The�undersigned also understands, that such,.fees,�as"rnay:�b.e�due, wilf:be�identifted at`attie�t#i+tae=ofj'_�;"��";
permitting. -1t is further understood that Transportation Impact Fees�and Resource'fRecovery:.Fess must be paid pr.ior"to '>
receiving a "certificate af-occupancy°�or��final,;power release. If the.project'does nat involve`a certificate of occupancy,a��;�-�-,�
final_pawer release;.the:fees must•�be;paid prior.to pe"rmif issuance. .,Fur#iiermore,aif Pasco�.Gounty Watec/5ewer,�lmpa:ct:-,:w� ,
fees are due,#hey:must,be.,paid prior-ta,pemiit'i'ssuance in'accordance witb appiicab(�.Fasca:Coun#y ordinances. °
CONS7RUCTlON"L1EN�LA11V{Chapter 713, Ftorida Statutes,as amended}: ff va(uation of wor.k is$2,500AA or.mor..e;„1,,,��, ;
certify that I, the applicant,. have_ been-.provided-vuith- a �copy..;of,the °Flo�ida Construc#ion �ien:-.Law-=-�.Nomeowrie�'`s
Protectian Guide"'prepared by the Florida Department of Agriculture and Consumer.Affairs. !f the apPlieant�is som�one_...- .
-�..;�:,,,;�u ;
other than the"owne�',,I•eertify,that I.have obCained a copy of the above'�descri6etl'document and promise�ia,gao,d�faith°to ,,,,.
de(iver.it,to the�uowne�'.;priar.:ta�cominencement•.= � ` ,
CANTRACTOR'S18WNER'S AFFtDAVIT:,-:t:certify that.aIF the informa#ion in this appiication is accurate and'tliat alt�work
will be done in compliance wri#h all appl'icabfe faws regulating construction, zoning�and land�development. Appiication.is _
hereby made to obtain a:,permit_to�d;o;,work and instalfat�on.:asf�indfcated. E�certify that no-work ar�.insfailaticin has
cammenced prior to issuance of a p.eri�iit and��that aU work will be perfarmed to..meet standards of all faws regulating
construction, County and City cades, zoning regulations, and land development�regulafions-iri._the jurisdi�#ion. ��!°also
certify that 1 undecstand that the regulations of other gavernment agencies may apply to the intended wark, and that it is {
my responsibiiity to iden#ify what actions t must take to be in compiiance., Such agencies include,but are not limi#ed to:
- ,Department af Environmer�Eaf:'Protection-Cypress Bayheads, Wetiand Areas-and Environmentaity Sensitive -
l,.ands,Wa#erlWastewater Treatment. � '
- Sauthwest Florida Water Management District-Wells, Cypress Bayheads, WeEland Areas, Altering
Watercourses. . ;
- Army Corps of Engineers-Seawalls, Docks, Navigable Utlaterways. :
- Department of Hea(th 8� Rehabilita#ive Services/Environmental. Health ,Unit Welts, Wastewat�r Treatment, ,
� Septic°Tanks. '
- I;S.Environmental P�otection Agency-Asbestos abaterr�ent. — --- - , �
- Federal Aviation Authority-Runways.
I understand that�the.follawing restrictions apply to the use of�Ik
- Use of fill is not ailowed in Flood Zone"V"unless expressly permitted.
- If the fiil material is ta be used in Flaod Zane "A°, it is understoad fihat a drainage pian addressing a
"corrtpensating vafume" vuitl be.submitted at time of perrnifting which is prepared by a prafessionai engineer ��
licensed by the State of Flarida. '
- If the fill material is to be used ir� Flaod Zane "A" in connection with a permitted buNding us�ng stem wall
,' construction, I certify that fill will be used only to fill the area within the.sterv�wall.
- if fi(I materiai is to be used in any area, I certify thak use of such��fill will not adversely a�fect adjacent
properties. (f use of fiit is found ta adverse(y affect adjacent properties, fhe owner may 6e cited for vialating -
the conditions of�_#he buiEdmg,permit issued under the attached pecmit.app(ication, far lofs iess than one (1) �
acre which are elevated by fill,an engineered drainage plan is requi�ed. ' •
If I am the AGENT FOR THE OWNER; ( promise in good faith to inform the owner of-fihe permitting canditions set forth in
this affidavit prior to commencing consfruction. I understand that a separate permit may be required for electrical work,. '
ptumbing, signs, wetis, pools, air conditioning, gas,,o� otlier instetlations not speciflcally'included in the application: A, �
perm�t issued shafl°:be canstrued ta�6e a iicense-to praceed with#he wrark and nat as authority to vialate,.cancel, alter, or �
set aside any provisions of the�fechnica!codes, nor shalf issuance af a permit prevent the Buitding Cifficial fram #heceafter
requiring a correctian of errors in plans,°construction or violations af any codes. Every perrriif issued sFialf tiecome invatid
unless the work autharized by such permit is commenced within six months of permit lssuance, or if work aufhorized by
the permit is suspended or abandaned�for a period-ofisix(6) months after the time the work is commenced. An extensian�
may be requested, in writing, from tfie Building C3fficial for a periad-not to exceed ninety (90) days and will demonstrate LL
justifiable cause for the extension. If work ceases for nrnety(90)aonsecutive days,the job is considered abandoned.
WARNING TO OWNER:��YOUR FAILURE TQ RECORD;A NO7lCE OF COMMENGEMENT MAY RESULT !N"YOUR
PAYING TWICE'FOR IMPROVEMEN'T$.;TO YQ.UR:PRCIPERTY..,lE YOU:;INTEND�TO OBTAlN.FINANGING, CQNSULT '
WiTH Yt)UR CENDER OR�AN ATTORNEY BEFORE RECORDING.�YAUR NOTICE'O��COMMENGEMENT.�
�zoRra�a.�u�►T{�.s.t�z.as�, ^ _ '
OWNER OR AGEN7 CONTRACTOI����.�"" �"'ti�"'�`
Subscribed and swom ta{ar affirmed}before me thts Subs ribe-d/a�—nd swam#o(or affim�ed}b fore� r�� his� -
bY �x���'1T f��y�',�'�/flr�t.�1"f�
Who isJare persona�ly known to me or has/have produced � � Wh is/aie.��g�s nafly known to me or has/have produced _
as Edentificatton. ��IV�JDE�� �(G��'.� as identificatian.
Notary Public ��.�� C:�ll�.(,�t_p� t[.L.(.� Notary Pubtic
Commisslori No. Commission Na. <-�l i..� Q1��1�
!�E".C�,�''� E,LA/NE rPLr%"-��'�
Name of Notary typed,printed or stamped I�ame o ��+ ts ;�°^^�u��,
��tPYA��r� p�g�AEl.t�INERUFFELL
� ����';';__Commission#�GG 045343 '
;;r Q,;Expires November 7,2020 '
'.,�oFfC�.� BondedThmTroyFsinlnsuraote80D�385�?Oi9
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CITY OF / / / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION �
� • • - •
ADDRESS C. �J DATE ' PERMIT,f,
9Zl � � y� 3 ���
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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It is unlawFul for any Carpenter,contractor,Bui�der,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part o(tha worlc with flooring,lath,earth '
or other material,until the proper inspedor has had ample time to approve 78�-0�2� F R IN P CSION
the installation.
OFFICE HOURS 7.30AM-4:30 PM MON-FRI. INSPECTOR
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City of Zephyrhills . �
BIJILDING PLA1V I�EVIEW CO�IVIENT
Contractor/Homeowner: �� / G ,
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Date Received: _� ����/�
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Site: ���� �,�/„ � ,
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Pernut Type: , , /�-1� . /_. -6-�r/ � _�{�`,������C�' /�
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Approved w/no comments:❑ Approved w/the below comments: �j Denied w/the below comments: �
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his comment sheet sha11 be kept with the pennit and/or pl�ns.
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alvin S ' er Examiner a e Contractor andlor Homeowner
���1�'ed When comments aze present)
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Ali information�t s�ti be�fitled-in camp(etely
:ICit�r.�f:�ep�yrltil�s
5335'8�'Street,Zephyrhilis,'F.L 33542 '
�et�phone.813.?8q,00d0 Fax 813.780.0005
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PUE4LIG STREET �J�41fP. �
B.SIDE SET BACKS Driveways shall meet a minimum side yard setback of three
(3)feet within the public right-of-way. The driveway may be located closer than three
(3)feet to the properiy line,but only within the boundary of the homeowner's private
C.DRIVEWAY WIDTH The minimum width for a driveway shall be ten(10)feet and
' the inaximum width shall be twenty(20)feet, A..g�king.pad no„�i.d�r than(10)-feet��aybe
installed ccntiguous to an approved driveway provided that the driveway, as it crosses the -
property line, shall not exceed twenty(20) feet. (See figure 3.)
D.DRIVEWAY LENGTH The minimum length for a driveway shall be nineteen(19)
feet within the boundary of the homeowner's private property. This minimum length
requirement is necessary to prevent vehicles from overhanging into the public right-ofway. (See �
figure 5.}Note: Circular driveways shall be prohibited unless approved by the Public Works
Director.
E.IMPERVIOUS SURFACE RATIO Impervious surface coverage is measured in
square feet and as a percentage of lot area. The maximum impervious surface ratio allowed
within the required front yard setback on a standazd lot is forty-five (45)percent. The maximum
surface rario allowed within the required front and street side yard setback on comer lots is
twenty-five(25)percent. Impervious surface calculations s�all�include any patios or walkways
that ot included on the proposed or re-vised driveway. (See figures 6&7.)
. RIANGULAR FLARE Each driveway, when located within the public-right-of-
way s contain triangular driveway flares.at the intersection of the driveway and the public
roadway. Driveway triangular flares shall measure three(3)feet in width and seven(7) feet in
length(See figure 8.) � ,
G.VISIBILITY TRIAI�T�I.E Driveways may encroach into the visibility triangle
within the public right-of-way,but driveways cannot be permitted within the visibility
H.FEDEST'RIAN ROUTES If an existing designated pedestrian route(sidewalk) � .
intersects with a proposed or revised driveway,the driveway portion;that aligns with the
- .pedestrian route/sidewalk shall be constructed to ADA standards and shall include an � . � �
_ expansion joint on both sides of the sidewalk. These expansion joints sepai�ate the sidewalk from �
4
05/0412017 12:�7 �527935501 SaUTWERN COMFORT PAGE 01
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bw+f►s t�vlpr�.qn e+oM a�pptte�ua,.nainra
tl.o.���Mwe.aCo��m.eowhrn�w r.qY�.,l. yve rp�e.r...r.r s*mo!
'� ��(tr�oe�'wMN aAtloertht Slix ths�wn��xaWtl bm s7M�vna wth�me�ne�e I�thrirofn�M+M�uhaWmp�n� I
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Mtr�way�iiaau�rex�■per��lti�f'K�l ' '
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6218 9TH ST- 1,633 SQ FT-CUSTOM HOMES LLC
o umn
SQ. FEET PRICE
MAIN OR LIVING: 1,633 $ 112.65
OTHER AREA UNDER ROOF: � - $ 88.00
OTHER: - $ -
VALUATION $ 183,957.45
FEE SHEET $ 740.00
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 834.80
ELECTRICAL: $ 166.50
PLUMBING: $ 111.00
MECHANICAL: $ 77.70
SUB-TOTAL $ 1,190.00
TOTAL $ 1,190.00
SEWER: CREDIT
WATER: CREDIT
IRRIGATION: $ -
TOTAL: $ -
WATER METER: $ 473.78
IRRIGATION METER
FIRE DEPARTMENT FEES
PLANS TOTAL: n/a
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ -
PUBLIC SAFETY IMPACT FEES
� POLICE CREDIT
� FIRE CREDIT
� � 5% CREDIT
TOTAL: $ -
SUB-TOTAL $ 1,663.78
PARK IMPACT FEES $ - CREDIT
SIF'S: $ - CREDIT
100.0% $ -
1.0% $ -
TOTAL: $ � -
T 1 F'S: $ - CREDIT
99% $ -
1% $ -
TOTAL: $ 1,663.78
' Sin le Famil Dwellin
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Plan Review Comments
1. F.F.E. shall be a minimum of 8" above the road elevation and an engineered site plan.
2. Lots shall be graded to comply with R401.3 of the F.B.C.
3. Compaction test required if 24" or more of fill dirt is brought in at any one place.
4. Tie in survey required before pouring concrete.
, 5. Driveways require a R.O.W. use permit. A114 sides of driveway thru the sidewalk shall have
, expansion material.
6. All setbacks shall be met.
7. All property markers shall be uncovered and marked at time of first inspection.
8. All A.D.A. requirements shall be met.
9. No electric,plumbing, mechanical, or framing shall be covered without an inspection and 'I
approval first. ,
10. All Garages shall comply with section R302.6 of the F.B.C. (Fire Separation).
11. Appliances shall not be installed in a location where subject to mechanical damage unless
protected by approved barriers. M303.4 of the F.B.0
12. Water heaters shall comply with section P607.3 of the F.B.C.
13. Foundation supports for A/C units shall be raised at least 3" above finished grade. M1308.1
14. Return air in all bedrooms. F.B.C. M1620.4
15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C.
16. All glazing requirements are to be in accordance with R308.4 of the F.B.C.
17. All means of egress are to be in accordance with R311 of the F.B.C.
18. "Green gypsum board" shall not be used as a backer in showers or tubs. R702.4.2 F.B.C.
19. Combination-type AFCI breakers are required at all locations requiring an AFCI type breaker.
20. Carbon monoxide alarms will be required in new construction that uses fossil-burning heating
or appliances or an attached garage. They shall be installed in accordance with the F.B.C.
21. All plumbing,mechanical, and electrical shall be separate from unit to unit. This includes all
underground plumbing and electric.
22. A112008 N.E.C. Codes will be enforced.
23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2008 N.E.0
22. In accordance with the Land Development Code, lots shall be sodded before final at least 10
feet around the structure.
F.F.E.-Finished Floor Elevation
F.B.C- Florida Building Code 5�'Edition
R:O.W.-Right of Way
A.D.A.-Americans with Disabilities Act N.E.C.-National Electric Code (2008)
f
I IIIIII IIIII IIIII Illll IIIII III�I IIIII IIII{IIIII IIIII IIII IIII�
2017058320
—71 Rec: 10.00
Rcpt:18558 IT: 0.00
, D5: 0.00 p t Clerk
- 04/18/2017 K. R. M. , p y
PAULR S 0'NEIL�Ph.D.PRSCO CLERKof CiMPTROLLER'
04/18/2017 04•19 m 1
NOTICE OF COMMENCEIVIENT OR BK 952� P� �351
Pem�it No.
Praperty Identification No.O z-Z C-Z I�D/�' -�1-�'Oa��
17�[JNUERSIGNED haeby eve inSorms you that the improvement wil!6e atade to certain real pmperty,end'm eecordaace with I
Scetion 713.13 of the Floride Smmtes,the follorving infmmetlon is provlded 3n tbLv NOTICE OF COIVLHL+NCEMEiVT.
1.Descriptian afProPerty(lega/d crlpti n) �o / 2 t'.SG�S�d�7 � !,{/edY c�� 2 �
a)StreetAdthess: 2/� e, t�
2.Oeneral des�on ofimprovemeob:_ ti PvV /h f.
3.Owaer Infotrnation �
aj x�e�a�a�: lZOpO �C.�4���5�,�'z���%F� 33�T1
b)Neme aud address of fee simple dtleholder(if othei ihen owner)
c)Interest ui P�P�' —
4.Contiactbrinfomatioa ,���/ � •
a)Namssnd eddrass•�G� • �f �i:7' GG�i �d��l.����''-�GLflG�C/Y�� �,�/l✓yll/ L i
� b)Telephona No.: d' � F�c No.(Oot)
S.S�aety Infortmtton 3S7.3 'I
s)Neme end'eddr�asa —
b)Amotmt ofBond: '
c)Telephone No,.• ' F.axNo.(Opt.)
6.Lender •
s)Neme and ad�rss• "—_
Phaae No. '
7.Identtty of person within the State of Florida d�lgnated by owner upon wham notiees or othv dac�ents mey be served:
e}Name end address:
b)Telephone No.: . ' Fax No.(Opt)
8.In eddifion to hlmvel�owneT designates t3ie followicig jurson to receive e copy bf the I.iennt'a Notice as'provided'm 3ection
713.13(Ixb�Florida Statrrtc.s:
e)Name end ad�ess: -- '
b)Telephone No.: �• ' Fe7�No.(Opt.)
9_Hcpitadoa date of Notice of CommencemeriL(the eapaetion date)s ono year feba�the date of:ecord'mg unless a diffeteat d�o is .
�jfi�. ' � • I
WARNING TO O WNE&: AbIY PAYMENI'S 11tAD�BY T�iB Oq'NBit AFTER T$E FXPIRATION OB THE NOTICE OF
COMMENCEM,�NT ARE CONSIDEHED A47PROPLR PAYMFNIS IINIIER CHAYTER 713,pART I,SBCTION 713.13,
PI:ORIDA STATUTBS;AND CAN RESULT IN YOUIt PA1lIlVG TWYCE FOR D4I�AOV$MENTS TO.YOUR pROPERTY.
A NOTICE OF COh�NCEMSNT NYUST BB RECORDED�ID POSTEb ON THE JOB SITE BEFORE THE FIRST
INSPECTION. II{YOU 1NT$iYD TO UBTA1IV FINMiCIlVG,CONSQLT YOilk LEND$R OR AN ATfURNEY BEP+�RE
COMMENCIIYG WOBK OR RECORDING YOiJR NOTICE OF QOMhIENCEMENf.
SIATE OF FLORIDA /A/
COI1NfY OF PASCO G[
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c�� /�t,�,�N�
P' Name
�h o In�c�ent a aa aclrnowledged befaus me t 's dey of .` . ZO�,by l.�✓�'�-�V�ri
+ es (typa of authorhy,ag.officeq truvtee,aUomay
in et)for � (mme ofpflcty on behalf of wLom wa� e
.
Pecsonally Known_OR Produced IdeatiScetioa� Notffiy SigasAae ,
Type of Idwtifieation Produced �L IJ L� Neme(prmt�'� � "' '"�'�/`Q W n lnk.�'
VerificaHon pursuant to 5ection 92.525,Florida Stswtea.Under penaldes ofperjttty,I deelare tltat I have med the fmsgomg and tLet
the facts stated in it aze tnte w the b�tt of my laowledge end belie£
- st�,m�orNm�.�p+�.�s��w .
foru�smoc,v,aum
;PotP"Y°°���. TABATHA N WRIGHT
!" Y � MY COMMISSION#FF33490
`"��°�r EXPIRES Jul %i,2017
'?�or�r;?�• y
(407)988�0163 Flor�dallolnrySorvlce.com
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THIS IS TO CCRTI�Y THAT THE FOREGOING IS A �o�' p
����p,�p�O�R�GT GOPY OF THE DOCUMEN , �; � . � �
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ON FILE t?R OF PUBLiC RECORD IN T�l1S OFFI _ �'s;:��' �
� FICIAL SE LTHIS '' '�
V+14TN � Y HAND ANC� / � In�o����°c„� �
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__�DAY OF COMPTROLLER "�� �
PAULA . ' EIL, CLER & �
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DEPUTY CL�RK � °. . a. � �,'��
BY �----- ���������
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C�r�if��ate �f Pro�u�t �a#�n�s
AHRI Certified Reference Number:7155878 Date:4/4/2017
Product:Split System:Heat Pump with Remote Outdoor Unit Air�ource
Outdoor Unit Model Number.VT4BE-036KA
Indoor Unit Model Number. 66BMNDC36K-B
Manufacturer:AIRTEMP
Trade/Brand name:AIRTEMP
Series name:AIRTEMP Yr4BE SERIES
Manufacturer responsible for the rating of this system combination is AIRTEMP
Rated as follows in accordance with AHRI Standard 270/240-2Q08 for Unitary Air-Conditioning and Air�Source
Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored,independent,third
party testing:
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Heating Capaaty(Btuh)@ 17 F: 21000 I
'Ratings followed by an asterisk(•)indicate a votuntary rerate of previousty published data,unless accompanied with a WAS,which indicates an invofuntary rerate.
DlSCLAIMER
AHRI does not endorse the product(s)listed on this Certificate and makes no represe�tatfor�s,wamanties or guarantees as to,and assumes no responsibitity for,
the product(s)Ilsted on this Ce►tificate.AHRI expressly disclalms all Ifability for damages of any kind arising out of the use or perfortnance af the produd(s),or the
unauthorized afteration of data Iisted on this Certificate.Certifled ratings are valid only for models and conflgurations Iisted in the
directory at www.ahridirectory.oeg.
TERMS AND CONDITIONS
This Certificate and its contents are proprietary products of AHRI.This Certiflcate shaii only be used for individual,personai and -�-;�;,;K,.-:n.,._
rnnfldentfai reference purposes.The conteMs of this Certificate may not,in whole or fn part,be repraduced;copied;dissemirrated; ���^��
entered into a computer database;or othenvise utilized,in any form or manner or by any means,except for the user's individuai,
personal and confidential►eference. AIR-CONDITtONING,H£A71NG,
CERTiFICATE VERIFICATION &REFRIGERATioN INSi17UTE
The information for the model citerl on this certificate can be verified at www.a6ridirectory.org,dick on"Ve�ify Certificate"lt�k v:e r;z:i;e.E;c oet:c-i'�
and enter the AHRI Certifled Reference Number and the date on which the certificate was issued,
whlch Is Iisted above,and the Certiflcate No.,which is listed at bottom right ^ • •' �??:•'."" � - — `
n�n�n ni.r...,.+�+�.,..:...r ue�tt..R �.,.�oef.�.re.�+�,...�.,�r:r��to i'''_�FRTI 131358047144738003r
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SOUTHERN COMFORT ENTERPRISES, INC.
4109 CR 656
WEBSTER, FL. 33597
352-793-5501 / 352-567-6111
CAC1813579
MECHANICAL ENERGY PERFORMANCE DISPLAY CARD
PERMIT#: N/A
CUSTOMER&ADDRESS: PREIVIIER 6218 9�ST ZEPHYRHII.LS FL 33542
MANITFACTURER: AIRTEMP
CONDENSER AIR I3ANDLER
MODEL#:VT4BE-036KA MODEL#: B6BA�IlVIX36K B
COOLING SYSTEMS CAPACITY: 34.400 BTUS 3 TON
� a Split system SEER:14.00
HEATING SYSTEMS CAPACITY: 35.200 BTUS 3 TON
a. Split system heat pnmp HSPF: 8.20 8 KW
DUCTS:LOCAT'ION&INSULATION LEVEL:
a. Supply ducts: R 6
b.Retarn ducts: R=6 �
c.Air Handling unit(AHI� MAIN I�
;
CONTRACTOR
AUTHORIZED SIGNATURE: DATE: l
INSPECTOR
' AUTHORIZED 5IGNATURE: DATE:
,
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� x � fRAME WID7H ;tlf,�y o ��s"�' �'m
5200 W. CEtVTURY BLVD. � � =w: _ ° a�
LQS ANGELES, CA 9p045 , �� � ��" ��•,��� �>W�,
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GENERALNOTES o > ��y �w
O dm� ��
m 1. fiis product has been evaluated and is in compliance w'rfh the 5th Edition f2014) o � � �� �
Flodda Buil�ng Code(FBC)shuctural requirements eaccluding the"High Velocity o �' � � �f,3
� Hu[ricane Zone"(i-PfHZJ. � °� � a�.
; a a
2 Product anchors shall be as I'ated and spaced as shawn on defails.Anchor �m
embedment to base materiai shall be beyand wall dressing ar stucco.
LL �
� 3. When used in areas requ'ving wind bome debris protection this product compGes wifh
� Section 1609.1.2 of the FBC and daes not requue on impact resistant cpvering.This �
product meefs missile leve!°D"and exciudes Wind Zane 4 as defii�ed in ASIM E i 94b «
3 and Secfion T 609.7.2.2 of the FBC. �'
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� 4. For 2�c stud 6aming conshucfion,a�choring of these units shail be fhe sQme as thot � �
shawn for 2ac buck mosonry conshvcfion. a a
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5. Site conditions ihat deviate trom the details of this drawing requEe furfher �
� engineering anatysis by a ticensed engineer or registered archifect.
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rasc�oF caxretrrs
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� �;�-'°--,Xr� 37.50" � _=°-- -=._..__ z
�F 1 Typical elevation,deslgn pressures,&general nates "z c°�
2 Daorpanel detaiis INSWING X +65.0 -65.() w�02 0& 12 i
� 3 Hot¢oniatc�asssections
82.00" ,^.citE- N.7 S. n
4 Verfical cross sectiaru 37.50" �c.ar: �K m
Q 5 Buckandtrameanchoring (7UTSWINC+ x +65.0 -65.� cwcer: LFS 3
b B�!of mo#eriats&companenfs 8i.i3" o��Na, a
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y � � PRODUCT: Oocumente Prepared ey: � •' BThTEOF ',y`
h� � � f�. PLASTPRO Lyndon F. Sehmldt �i •.;20R1V�:.•'�Q�`�
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IQ' � N NO DATE BY �OOR PANEL DETNLS ahane No.: 813.869.9�97
R ISIONS FBPE CA No. 9813
�201 2 13,W.BIIILOIN�CON6l1LTANTB INO.
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IP,� � � y Cp PART 6R AS5EM9CY: ��j�� BUf�fl1NG CONSULTANTS, INC.
� v � 7� Vi „y t 4 27 t5 UAOATE TO 5TH ED. 20}4 F8C JK HOR120NTAL CROSS SECTiONS ,/Y P.O. 8ox 230.Vatrtca� FL 33596
ro NO DATE BY Phone No.: 613.859.9197
REVISIONS FePE CA No. 8813
0 ao�a R.W,Ht1A.OiNQ CON9U6TART8 tNC.
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MAX.BUCK 4VIDTH . 28•� � MAX.BUCK WIDTH
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MAX. +��- i B.SEE -V M'��� I D,SEE��= I-'�- 4'MFJC.O.C. +
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ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EOUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAFt AtJCHOR DIMENSIONS FOR OTHER CONFIGURATION51
(COTTAGE SIMILAR)
GENERAL NOTES.SERIES 5500 IMPACT RESISTANT,VINYL
SINGLE HUNG WINDOW �,
1)THIS PRODUCT HAS BEEN DESIGNE�&TESTED TO COMPLY WITH THE TABLE 1:
REQUIREMENTS OF THE RORIDA BUILDING CODE.
Window Buck Size Reinf. Desi9n Pressure Certification SHAPES MAY BE USED BY
2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X Configuration CAR Number INSCRIBING THE SHAPE IN
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY W IfJHI Height Level �+�PS( �-�pSI � � A BLOCK AND OBTAINING
TO SUBSTRATE.WOQD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. DESIGN PRESSURES FOR
, 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 7RANSFER 52'��8� 8��� Equal-lite THAT BLOCK 52E FROM
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE g2_�/g" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET.
RESPONSIBILIN OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). ,
52-1/8" 91-13/16" Custom Sash
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52_��8„ 84• Equal-lite �
OR STUCCO.USE ANCHORS OF SUFFIqENT EMBEDMENT INSTALLATION '
ANCHORS SHOULD BE SEALED.OVERALL SEA�ING/FLASHING STRATEGY FOR 5z_�/g° gq" Std.ProView f� 65.0 70.0 190-286,1029 .
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OFTHESE INS7RUCTIONS. rJ2-1/8" 9�-�3/�6° Custom Sash , .
4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR IOCATION WHERE THE , ' "
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF � , - -- , ,
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE _ "
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. _ : �
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RES15T THE � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12/13/14 _ , �'"�� i= '
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.TNE � GENERAL NOTES&ELEVATIONS �o J ROSOWSKI : � 1f . '
3 3-'i/3%S T R E 5 5 I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S u u _ �:;,-
PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF � - 'v . - _ _ ,
ANCHORS INTO WOOD.ANCHORS THAT COME WTO CONTACT W ITH OTHER ' Y o° '-�'"
DISSIMILAR MATERIAIS SHALL MEET THE REQUIREMENTS Of THE FLORIDA CERT OF AUTH.#29296 C ' , �_
BUILDING CODE FOR CORROSION RESISTANCE. > ' �,�� ` ;
1070 TECHNOLOGY DRIVE K po ����
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� EXTERIOR �� �I L' 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
� � SUBSTRATE REQUIREMENTS.
a / �� r� � 3)MAX.SHIM THICKNESS TO BE'i/4'
� 4 GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
+ . � . ,.�, t%�i I � C� ONLY AND MAY DIFFER TO MEET DESIGN
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! % I ��' �OPT.SASH It-� I ��` REQUIREMENTS.
t —i , �80170M LIFT FLANGE f .��� 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE
f FRAME r I n / OTHER FRAME TYPES.
(� HANDLE/LOCK SHOWNJ, G II jf�/ �
- �D���J --- JII (�� --- -----.
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SHOWN��Lr�1C��fJ THE FRAME,INTO METAL ` �,
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� / %' � �' . , REQUIRED IN �
, j ,• ," � � ',�;,�� " F�a,N�E oR = VINYL SH WINDOW FPA(IMP-RESIST) 0 12/13/14
� , ' � / , / ' ' E�UAL-LEG `. _
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0 �. - .
VERTICAL SECTION B-B CERT.OFAUTH.#29296 � � , _ ;, , �;
--- 1070 TECHNOLOGY DRIVE r ;.='o ,
N.VENICE,FL 34Z7S " - A.LVNN MILLER,P.E.
(941)-480-1600 � SH-5500 � NTS � 3 OF 4 =i FPA-5500.0 �' P.E.#58705
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BUCK � + �
HEIGHT �� ��(� 1)3EE SHEET 1 FOR SPACING
� � �S � It "�'-7-''}y �';, REQUIREMENTS.
� If `-; 1'; 2)SEE TABLE{S}ON SHEET 2 FOR
i
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� � �:; �:� REQUIREMENTS.
` f II 3)MAX.SHIM THICKNE55 70 BE 1l4"
3 E�OR \ {- ' ,14���{,'�� y �� 4}GtASS SHQWN t5 F4R ILLUS7R4TIVE
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FRAME (I}I � �HANDlE1LOCK --'7^ �j ���// tt ����������j'
9HOWN `� v �� � � EXTERIOR�' /F�N ��'�� EXTERIOR' FM � �'���o�.� - .\ .
� � FR4ME �� � ^ FRAME ��� .
� � StiOWN � � St14WN ;
INSTALLATION THROUGM INSTALLATION THROUGH THE
�_• r�[�- [___J�JO { � THE FR4ME,INTp METAI IMEGRAL FIN,INTO METAL "' ,
l. �--.•.-.o
SHOWN ��' � EDGE • �� ' , i
INS7ALlED 1,�,,,. -Y=�-� pISTANCE �
THROUGH ' �"`""~-'�^ •�
' VtNYL Sti WIND4W FpA{!MP-RESIST} h 12!'!3l14 ' �-
THE �J__;�,,.,,�'--.- EOGE � ,
INTEGf2AL FIN --- DISTANCE ' ~ � �`�-��-
— � � J-CHANNEL&INTEGRAL FIN FRAMES :_'� J ROSOWSKI = , ' ro��j' `.. �
;�— EMBEDMENT � _
VERTICAL SECTtON Q-D CERT OFAUTH.p29296 `r �} � - " - -� ;
--- — 1 q70 TECHNOLOGY DRIVE ° �g ' ,,
IV.VENICE,FL 34275 T �
(8A1}-480-1600 � SF1-5500 ;, NTS a 4 OF 4 == FPA-5500.0 a= A.LYP.E.#�aios'p�.
TABLE 2.ANCHORS INSTALLED THROUGH FRAh1E TABLE 3:ANCHORS INSTALLED THROUGH INTEGRFI FIN
Min.Edge Min. M(n.Edge Min.
Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment
tS10 SMS P T Southem Pine(SG=0.55) 7/16" 13+8" 2-t12'x 131'Common Nail p T Southem Pine(SG=.55) 9/16" 2-7/16"
(steel,18�5.5. Steel,A36 318" 0.050" Max.DP of 50.0
or 410 S.S.) Steel Slud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x 131"Ring-shank Nail P T Southem Pine(SG=.55) 9n6" 2-7/16"
Max.DP of 50.0 Aluminum,6063-TS 3/8" 0.0713"(74 Ga.) 2-1l2"x 145'Roofing Nail P T Southem Pine(SG=.55) 9/16" 2-7/'16"
#12 SMS P T.Southem Pine(SG=0.55) 9/16" '13I8' P T Southem Pine(SG=55) 3/4° 1-3/8"
Sleel,A36 3/8" 0.050" ti10 SMS Aluminum,606&T5 3l8" 0.0713"(14 Ga.)
(steel,18-8 S.S. Steel Stud,A653 Gr.33 3!8" 0.0346"(20 Ga.) (steet,18-8 S.S.
or 410 S.S.) or 410 S.S.) Steel Stud,Gr 33 318" 0.0346"(20 Ga.)
Aluminum,6063-TS 3/8" 0.0773"(14 Ga.) Steel,A36 3I8" 0.050'
3116"Ultracon P T.Southem Pine(SG=0.55) 7/16" 13�8"
(steel) Concrete(min.285 ksi) 1" 1�l8"
Max.DP oi 50.0 Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" qNCHOR NOTES: � '�
P.T.Southem Pine(SG=0.55) 1" l.yB" GE-77000R ��
1/4"Ultt'dcOn Concrete(min.2.85 ksi) 1" �a/q" 1)'UNGROUTED CMU^VALUES MAY DOW-791 ,
(StCel) Uf1gfClutBd CMU,(AS1N1 C30) 2-117' �_�/q�� BE USED FOR GROUTED CMU SILICONE I
APPLICATIONS. �/2"NOM.GLASS
Concrete(min.2.65 ksi) 2-1l2" 13�4" � eirE 7vP
P T Southem Pine(SG=0.55) 1" �af$" 2)PANHEAD,FLATHEAD OR EXTERIOR �
HEXHEAD ARE ACCEPTABLE. �
1/4`Creteflex Conerete(min.3.35 ksi) 1" 13�4"
(410$.5.� Ungrouted CMU,(/1STN�C.90) 2-1/2° 1-1/4" 3)ANCHOR LENGTN TO BE 50 THAT '
Concrete ITdII.3.35 k5i 2-1/2" 1�/4" AMIN.OF3THREAD5 EXTEND ,
Concrete(min.3.275 ksi) �-�/2" ��18^ BEYOND THE METAL SUBSTRATE.
i/a"Aggre-Gata P,T Southem Pine(SG=0.55) 1^ t.3/8" TYP GLAZING DETAIL �
(1&8 S.S.) Un routed CMU, ASiM C�90) 7' 1-1/4"
REINFORCENT 7YPE A
WINDOW SHAPES AS SHOWN BELOW OR � 716'NOM. � � 7/8'NOM. -�— n II '
SIMIIAR,MAY BE USED BY INSCRIBING THE i I uL
SHAPE IN A BLOCK AND OBTAINING DESIGN ���
PRESSURES AND ANCHORAGE FOR THAT BLOCK ,
SIZE FROM THE TABLE ON SNEET 1. 5/16"AlA PV8 -i� 5/16"A/A PVB i REINFORCENT TYPE B
i
—�{ WIOTH r— --� WIDTH �-- 7/16"AIR SPACE 3/8"AIR SPACE "
\ .
� x``��� `� 'I/8"ANNEALED.OR � � 3/16"ANNEALED OR � � �
/�' � �� � � TEMPERED GLASS \ TEMPERED GLASS i i '
_ � T DURASEAL, � DURASEAL. �! ' f �
� - w w . c9� SUPERSPACER SUPERSPACER REINFORCENT TYPE C
i '� � _ � �'w OR CARDINAL OR CARDINAL j��
"' = XL EDGE XL EDGE
/ ;� �
1 '1. GLAZING TYPES
FADIUSTOP PRLHTOP
(EOUAL{�TESMOWN) (PROVIEWIORIELSHOWNI ,
� „i � 1
PVB INTERLAYER tdANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) , ,_ � � .
TABLE4:REINFORCEMENTIYPES .�-
Relnforcement � VINYL SH WINDOW FPA(IMP:RESIST) 0 12/13/14 , � -; !
Up erLlte Lowerlite ,; > _ �f/Y�
Level Bottom Bottom Slde p GLASSIANCHOROPTIONS Gv J ROSOWSKI : G� 61��I�S -
Rafl Top Rall Ryll Ralls •- ;° - _ -
o ,
q CC� -� - , ` � ,
RS B A A A CERT OF AUTH.q29296 N ` ,
ft2 C A A A 'f070 TECHNOLOGY DRIVE � �� �, ; . •
N.VENICE,FL 34275 � � � A LYNN 6fILLER,P.E.
(941)-480-1600 N SH-5500 �, NTS r 2 OF 4 �,i FPA-5500.0 �° P,E.N58705
�� � � r -
� Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
M ITe k�
RE: 037216 - Premier Housing MiTefc USA, Inc.
Site Information: 6904 Parke East Blvd.
T pa FL 33610-4115
Customer Info: Don Brown Construction Project Name: Premier Housing Model: �us�om
Lot/Block: Subdivision:
Address: 6218 9th St.
City: Zephyrhills State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 15 individual,Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date -
1 T10810999 A01 C � 4/5/17 �
�2 �T10811000�A02 �4/5/17 �
�3 �T10811001 �A03 � 4/5/17 �
' �4 �T10811002 �A04 � 4/5/17 �
' �5 �T10811003�A05 � 4/5/17 �
�6 �T10811004�A06 � 4/5/17 �
�7 �T10811005�A07 � 4/5/17 �
�8 �T10811006�E01 C � 4/5/17 �
�9 �T10811007�J01 � 4/5/17 �
�10 �T10811008�J02 �4/5/17 �
�11 �T10811009�J03 � 4/5/17 �
�12 �T10811010�J04 � 4/5/17 �
, �13 �T10811011 �J05K � 4/5/17 �
�14 �T10811012�J06K � 4/5/17 �
�15 �T10811013� R01 � 4/5/17 �
,,����o�u i���o��
The truss drawing(s)referenced above have been prepared by MiTek �.e° �PS,A• A<�°�ii,
USA,Inc. under my direct supervision based on the parameters `.`��.����G E N S�';92�',�.
provided by Hitek Truss,LLC.
Truss Design Engineer's Name: Albani, Thomas = � No *s s o � :
r -
My license renewal date for the state of Florida is February 28, 2019. : : _
�-o: '��
IMPORTANT NOTE• The seal on these truss component designs is a certification �Q:. S OF :��/�
that the engineer named is licensed in the jurisdiction(s)identified and that the � ,�'•,,c� P..'�..
designs comply with ANSI/TPI 1. These designs are based upon parameters i��� •.� p R ,O,.•�\,��
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ii SS � ��� �� � �
filereferen�ce k u onse ornleCand was n t�kenl�nto ac ao nt in the I rekaration ofers ,�o���N Ai 1�,�0�,
p �P Y P P
these designs. MiTek has not independently verified the applicability of the design Thomas A.Albani PE No.39380
parameters or the designs for any particular building. Before use,the building designer MTek USA,Inc.R Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSIlfPI 1,Chapter 2. ��e�
, Apri15,2017
Albani,Thomas 1 of 1
Job Truss Truss Type . � � (*.ity Ply Premier Housing
T10810999
037216 A01 C Hip Girder 2 1
Job Reference(optional)
Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr 05 1329:40 2017 Page 7
I D:xs3wFp1 uqjfwyMSe7CQAhbzYMUi-21 U He973XYoSKBj�ocYQx9M72ZjamICHBwqHB78zTmVv
-1-4-0 7-0-0 11-8-14 16-4-0 20-11-2 25-8-0 32-8-0 34-0-0
1-4-0 7-0-0 4-8-14 4-7-2 4-7-2 4-8-14 7-0-0 1-4-0
Scale=1:59.0
NAILED
NAILEO NAILED NAILED NAILED NAILED NAILED
Sx5= Special
3x4= 1.Sx4 II 3x4= Sx5=
5.OD 12 NAILED � NAILED NAILED
3 21 22 4 23 24 25 `' 26 27 28 6 29 30 7
� m
�y � m
1 8
2
�� 9 Io
�a 31 32 13 33 34 12 35 36 �� 37 38 ��
4�_ 1.Sx4 II NAILED 3u6= Sx12 MT20HS= NAILED 3x6= NAILED �•Sx4 I I Qx$_
Special NAILED NAILED NAILED NAILED NAILED Special
NAILED
7-0-0 71-8-14 16-4-0 20-11-2 25$-0 32-8-0 I
7-0-0 4-8-14 4-7-2 4-7-2 4-8-td 7-0-0
Plate Offsets(X 1�-- f2'0-0-0 0-0-4� �3�0-3-0 0-2-5� �7:0-3-0 0-2-8� f8:0-0-0 0-0-4� (11:0-2-4 0-1-8� �12:0-6-0 0-3-4] �13:0-2-4,0-1-8�
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.52 12 >754 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -1 12 12 >351 180 MT20HS 187/143
BCLL 0.0 ` Rep Stress Incr NO W B 0.84 Horz(TL) 0.27 8 Na Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:1541b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS TOP CHORD Structurai wood sheathing directiy applied or 2-1-6 oc purlins.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=2545/0-7-10,8=2518/0-7-10
Max Horz2=97(LC 31)
Max Uplift2=897(LC 8),8=-926(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
' TOP CHORD 2-3=-5489/1860,3-21=-6720/2325,21-22=6720/2325,4-22=6720/2325,
4-23=7282/2528,23-24=-7282/2528,24-25—7282/2528,5-25=-7282/2528,
5-26=-7282/2528,26-27—728212528,27-28=-7282/2528,6-28=-7282/2528,
� 6-29=-6689/2359,29-30—6689/2359,7-30=6689/2359,7-8=-5421/1933
BOT CHORD 2-14=-1597/4983,14-31=1593/4957,31-32=-1593/4957,13-32=-1593/4957,
13-33=-2166/6720,33-34=-2166/6720,12-34=-2166/6720,72-35=2200/6689,
35-36=2200/6689,11-36=-2200/6689,11-37=-1661/4894,37-38=1661/4894,
10-38=-1661/4894,8-10=1664/4921
W EBS 3-14=-77/562,3-13=684/2167,4-13=-924/439,4-12=-251/695,5-12=-552/343,
6-12=201/732,6-11=-944/415,7-11=-636l2204,7-10=-76/563
NOTES-
, 1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 piate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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 2-0-0 wide will
fit between the bottom chord and any other members.
7)Provide mechanical connection(byothers)of truss to bearing plate capable of withstanding 8971b uplift atjoint 2 and 9261b uplift at
joint 8.
�, 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 Ib down and 260 Ib up at
i 25-8-0 on top chord,and 456 Ib down and 189 Ib up at 7-0-0,and 456 Ib down and 189 Ib up at 25-7-4 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
10)W arning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
Continued on a e 2
�WARNING-Verify deslgn parameters and READ NOTES ON THIS ANO INCLUDEO MITEK REFERANCE PAGE Mfl-7473 rev,f0/09/Z015 BEFORE USE ���
Deslgn valid tor use only with MITek�connectors.1Ns design Is based only upon parameters shown,and Is for an IndiNdual twtlding component,not
a t«rss system.Before use,ihe building designer must vedfy the applicabiliry of design pawmeters and properly incorporafe ihis design info ihe overall
building desfgn. &acing indlca�ed Is fo prevenf buckling of indlvidual truss u�eb and/or chord members only Additional temporary and permanent bracing N�6Teks
is always requlred for slabillty and to prevent collapse wl�h possible personal InJury and property damage. For general guldance regarding�he
fabrlca�lon,s�oroge,dellvery,erectlon ond bracing of irusses and iruss systems,seeANSI/iPll 9uality Criteria,DSB-89 and BCSI Building Componenf 6904 Parke East Blvd.
Safety Information available from Truss PIaTe Insiitute,218 PL Lee Sireet.Sulte 312,Alexandda.VA 22314. Tart�a,FL 33610
Job Truss Truss Type � Qty Ply Premier Housing
T10810999
037216 A01 C Hip Girder 2 1
Job Reference o tional
Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 79 2016 M7ek Industries,Inc.W ed Apr OS 1329:40 2017 Page 2
I D:xs3wFp1 uqjfwyM8e7CQAhbzYM Ui-21U He973XYoSKBj�ocYQx9M72ZjamIC H8wq H678zTmVv
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate IncFease=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-7=-60,7-9=60,15-18=-20
Concentrated Loads(Ib)
Vert:7=-48(B)14=456(B)3=-96(B)12=-41{B)5=-56(B)10=-456(B)21=-96(B)22=96(B)23=96(B)24=-96(B)27=-96(B)28=-96(B)29=96(B)30=96(B)31=-41(B)
32=-41(B)33=-41(B)34=-41(B)35=-41(B)36=-41(B)37=41(B)38=41(B)
�WARNING-Verf(y deslgn parameters and REAO NOTES ON TH1S AND lNCLUDED M?EH REFERANCE PAGE Mf1-7473 rev.i0/03/2015 BEFORE USE. ���
Design valid for use only wlth MlTek�connectors.lhis design is based only upon parameters shown,and Is for an IntllNdual building component,not
a in�ss system.Before use,1he building designer musT verify ihe applicab�ity of design parameters and propedy Incorporate�his design InTo fhe overall
building design. &acing Indtcated is to prevent bucklfng of Individual Truss web and/or chord members only Additional Temporary and permanent brac(ng :�OTek�
I ts always required for stablllty and to prevenT collapse with poss(ble personal fnjury and property damage. For general guidance regarding ihe
fabrication,sTorage,delivery,erection ond bracing of irusses ond truss systems,seeANSI/iPi1 Qualfty Crileria,DSB-89 and BCSI Building Componenf 6904 Parke East Blvd.
Satety Informallon ovailable from Truss Plote InstiTute,218 N.Lee SireeT.Suite 312,Alexandria,VA 22314. Tampa,FL 33670
Job Truss Truss Type � Qty P�y Premier Housing
T70811000
037216 A02 Hip 2 �
Job Reference o tional
Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Apr OS 13:29:41 2017 Page 1
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' -1-4-0 9-0-0 16-4-0 23-8-0 32-5-0 34-0-0
i-a-o s-o-o �-a-o �-a-o s-o-o y-a-o
Scale=1:59.0
4X�� 1.Sx4 II 4x70=
5.00 12 3 17 4 18 5 ',
� I
�1 2 6 �
�� � Io I
o ,
10 9 $ I
1.Sx4 II Sx12= 7.5x4 II 3x6� '�,
3x6 i
� 9-0-0 16-4-0 23-8-0 32$-0 ',
9-0-0 7-4-0 7-4-0 9-�-0 '
Plate Offsets(X l�— f2'0-3-0 0-1-8� f3-0-6-0 0-1-12� f5�0-6-0 0-1-12� f6�0-3-0 0-1-5� f9'0-4-8 0-3-01
LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.53 9-10 >736 180
BCLL 0.0 ` Rep Stress Incr YES W B 0.35 Horz(fL) 0.14 6 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:143 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaihing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1386/0-7-10,6=1387/0-7-10
Max Horz2=720(LC 9)
Max Uplift2=434(LC 10),6=-434(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2488/1167,3-17=-2756/1404,4-17=2756/1404,4-18=-2719/1378,5-18=-2719/1378,
5-6=-248311169
BOT CHORD 2-10=-881/2206,9-10=884/2199,8-9—885/2195,6-8=883/2201
W EBS 3-10=0/328,3-9=-262f768,4-9=447/306,5-9=-235f734,5-8=0/308
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38it;eave=5ft;Cat.II;
Exp C,Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
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 Ioad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib uplift at joint 2 and 434 Ib uplift at
joint 6.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Verl/y deslgn parameters and READ NOTES ON THlS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.f0/03/2015 BEFORE USE
Design valid for use only with MfTek�connectors.This design ls based only upon parameters shown,and is tor an IndiNdual bu0ding component,not
a huss sysiem.Before irse,Ihe building designer mus�veriry fhe applicabiliry of destgn parameters and propedy incorporate ihis design into ihe overall r
bulldfng design. [iracing Indlcated is To prevent buckling of individual fruss web and/or chord members only Additional femporary and permanent bracing {�rT�k�
Is always required for stabllify and to prevent collapse wilh possible personal In�ury and propedy damage. For general guldance regarding ihe
fabrlcotlon,storape,dellvery,erection and brocinfl of tiusses and iniss syslems,seeANSI/TPI l 4uality Crileria,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd.
Safety Information avoilable from Truss Plate Insti�ute,218 N.Lee Sireet.Sutle 312.AJezandda.VA 22374. Tampa,FL 33610
ob Truss Truss Type � Qty Ply Premier Housing
T10611001
037256 A03 Hip p 5
Job Referenae o tional
Hilek Truss LLG, Brooksvills,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Apr 051329:41 2017 Paga 1
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-1-4-0 7-Q-0 it-0-0 1fi-4-0 2t-8-0 25-8-Q 32-8-0 34-0-4
i-4-0 7-0-0 4-0-0 5-4•0 5-4-0 Q-0-O 7-OA '1-4-0�
Scale=1:59.0
4xS=
7.5xA IE 4x6=
4 27 5 22 6
SAQ 12
3X4 i 3x4�
3 7
c
v
r
2 g
�1 9 �
� o ]'a
0
14 13 32 1t 10
4x,�_ 1.5x4 I I 3x4= SxiO MT20FiS= 3x4= 7.5z4 11 4x4=
i _ 7-0-0 it-0-0 , 16-4-0 21-8-0 25-8-0 32-8-0 �.._�
7-0-0 4-0-0 ' S-4-0 5-4-0 —�� q-p-0 7.p.p
PlateOffsets{}(,Y)-- (4:0-3-0,0-t-72),(6:0-3-4,0-7-121 f12:0-2-80-3-41
LOAQING(psf) SPACING- 2-q-0 CSI. DEFL. in (Iaa) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.17 12 >999 240 MT20 244/190
TCD� i0.0 Lumberdd� 1.25 8C 0.68 Vert{TL} -0.43 i2-13 >919 180 NiT20HS t871143
BCLL 0.0 " Rep Stress Incr YES WB 0.19 Ho2(TL) 0.14 8 Na Na
BCDL 10.p I Code FBC2074/TPI2q07 (Matrix-M) Weight:1651b FT=20%
lUNtBER- BRACENG-
TOP CHORD 2x4 SP No.2 TOP CHORD Siructural waod sheathing directly applied or 3-2-6 oc purlins.
BOT CHORD 2x4 SP Na.2 BOT CHORD Rigid ceiling dlrectly applied or 5-10-70 0o bracing.
� WEBS 2x4 SP No.3
REAGTIONS. (Ib/size} 2=1387/p-7-10,8-1387/q-7-10
� Ma�c Horz2=-144{l.G 8)
� Max Upiift2=-434(LC 10),8=-434(LC 10)
FORCES. (!b}-MaSc.Comp.(Ma�Ten.-Ali farces 250{ib}or less except when shown.
TOP CHORD 2-3=-259811271,3-4=-2219/1165,4-21=-2262/i238,5-27=-2262J1236,5-22=-2237I1217,
6-22=-2237/1217,6-7=2216/1167,7-8=-2599/1271
BOT CHORD 2-14=-1005l2324,13-14�-1005l2324,12-13=-772/1992,11-12=773/1989,
1 0-1 1=-1 0041232 5,8-10�-100412325
WEBS 3-13�-427/288,4-13=135/374,4-12=163/462,5-12=343/285,6-12=-145/444,
6-11—141/353,7-11=439/285
NO7E5-
1)Unbalanced roof live loads have been cansidered for this design.
2}Wind:ASCE 7-10;Vuit=l4omph{3-second gust)Vasd=4p8mph;7CDL=5Apsf;BCDL=S.Dpsf;h=17ft;B=45ft;�=38tt;eave=5ft;Cat.I!;
Exp G;EnGL,�Gpi=0.t8;NiNiFRS{directionai}and GC Exterior(2}zone;C-C far members and fosces&MUJFRS 1or reactians shawn;
Lumber DOL=1.6o plate grip DQL=1.60
3)Provide adequate drainage to prevent water ponding.
4)AII plates are MT20 plates unless otherwise indicated.
5)This truss has been designed far a 70.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`7his truss has been desig�ed for a live load ot 20.Opsf on the baltam chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
(it between ihe boktom chord and any ather msmbers.
7)Peovide mechanicai connection(by others)of truss to bearing piate capabte of withstanding 434 Ib uplif#at joint 2 and 434 ib upiift at
joint 8.
8}Waming:Additlona!permane�t and stabflity bracing for truss system(not part o!this compo�ent design)is always required.
� ,
�WARNtNG-Vetffy destg»paramsiers aad READ NQTFS ON TXtS AND tNCtUpED MTTEK REFFRRNCE PAG£MR•74T3 reu Ydl03t1Dt6 BEFDRE U3E ���
Design valitl far use only with MlTekc�connectors.lhis deslpn Is based only upon parameters shown,and Is far an indivldual bullding companeM,na1
a iruss system.FSefore i�se,ihe building designer must vedfy the applicablllty of desipn parameters and properly tncorporafe ihis design iNo ihe overall
buflding design. &acing Indicated is to prevent Lwckl[ng of indivldual tniss web and/ar clvxd members pMy Addilional temporary and permanent bractng �!'���`
fis always required for sfabfliiy and ta prevenfi coltapse w8h�as�bie persanal Enjury ancf property damage. For generai guidance regarding 1he
faladcafton,storac�e,detivery,erectiran and bracing of fnlsses and iniss systems,seeANS)/iPl t 9natity Cdteria,D56-8P artd BCSi 8uiiding Componen# 6904 Parke East Btvd.
Sa(efy Informqtlon ovalahle Gom Truss Plote Institufe,218 N.Lee Stteet.Sulie 312,Alexandda.VA 22314. Tampa.FL 33610
Jab Truss Truss Type • Qty Ply Premier Housing
T10811002
037216 A04 Hip p �
Job Reference o tional
Htlek Truss LLC, Brooksville,FL. 7.640 s Apr 7 9 2016 Mi fek Industries,Inc.W ed Apr OS 1339:42 2017 Page 7
I D:xs3wFp1 uqjfwyM8e7CQAhbzYMU i-_hc23r8J292ANtK2zSP FnCLAW I N DBTROBmIC1 zTmVt
-t-4-0 7-0-0 13-0-0 19-8-0 25-8-0 32-5-0 34-0-0
1-4-0 7-0-0 6-0-0 6-8-0 6-0-0 7-0-0 1-4-0
Scale=1:59.0
Sx5=
5x5=
4 20 21 5
I 5.00 12
3x4� 3z4�
3 g .
71
12 6x6= 10 �
4x4% 4x4� m
p 13 9 �
�� 1.Sx4 I I 1.5x4 I I 8 Io
2.50 12
3x8�
3x8�
� 7-0-0 13-0-0 � 16-4-0 19�-0 i 25-8-0 � __ 32-5-0
' 7-0-0 6-0-0 3-0-0 3-4-0 6-0-0 ` 7-0-0
Plate Oifsets(X Y)-- �2�0-0-9 Edqe� f4'0-2-12 0-2-5] �5�04-12 0-2-8� f7'0-0-9 Edqel (11�0-3-0 0-3-8�
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.o Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.54 11 >722 240 MT20 244/19�
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -1.36 11 >288 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(fL) 0.77 7 Na Na
BCDL 10.0 CodeFBC2014/TPI2007 (Matrix-M) Weight:1461b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appiied.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing.
W EBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=138710-7-10,7=138710-7-10
Max Horz 2=167(LC 9)
Max Uplift2=-434(LC 10),7=-434(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4831/2294,3-4=-4007/1856,4-20=-4747/2168,2041=-4747/2168,5-21=-4747/2168,
5-6=-4007/1856,6-7=-4831/2294
BOT CHORD 2-13=-1991/4474,12-13=2000/4493,11-12=-1417l3701,10-11=-1417/3701,
9-10=-2000/4493,7-9=-1991/4474
WEBS 3-12=-806/558,4-12=-139/421,4-11=-470/1340,5-11=470/1340,5-10=-139/421,
6-10=-819/558
NOTES-
1)Unbalanced roof live loads have been considered forthis design.
2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45Tt;L=38it;eave=5ft;Cat.il;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
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 2-0-0 wide will
tit betwee�the bottom chord and any other members.
6)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib upliit at joint 2 and 434 Ib uplift at
joint 7
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Verlly deslgn parameters and READ NOTES ON THIS AND 1NCLUDED MITEK REFEAANCE PAGE MlF7473 rev,f0/03/2075 BEFORE USE. ���
Design valid for use only with MITek�connectors.lhls deslgn(s based only upon parameters shown,and is for an Indlvidual twilding component,not
a huss system.Before use,ihe building designer musi vedfy ihe applicabillty of deslfln paramefers and propedy incorporaie this design inio the overall T
builtling design. &acing indicated Is to preveni lwckling of individual iruss web and/or chord members only Additional femporary and permanent bracing �i l�k•
ts always requlred for slabfllty and to prevent coilapse with possible personal InJury and property damage. For general guidance regarding ihe
(abricotion,storage,delivery,erecflon and brocing of inisses ond iruss systems,seeANSI/TPI1 Huailty Criter7a,DSB-89 and BCSI Building Component 6904 Parke Easf BNd.
Safely Intormafion available from Truss Plafe Institute,218 N.Lee S1reeT.Suite 312,Alexandda,VA 22314. Tampa,FL 3367 0
Job Tfuss �fUss Type • Qty P y Premier Housing �
0372i6 R05 Hip 2 S 71q811003
Job Reference{aptiona!)
Hilek Truss LLC, Brooksville,FL. 7.640 s Apr'19 2016 Mi fek Indusiries,Inc.W ed Apr OS 13:29:43 2017 Page t
ID:xs3wFp1 uqjiwyM8e7CQAhbzYMUi-StAQH89ypTAi 6fSW cg_en?IZrwfdyYradoWrkTzTmVs
,-1-4-0 8-8-0 , 15-4-Q , 17-8-0 24•0-0 , 32-8-0 ,34-0-0�
i-4-0 8-8-0 8-4-0 2-8-0 ' 6-4-0 8-$-0 1-4-0'
Scale=1:59.0
4x8=
4x8=
4 20 21 5
5.04 S 2
3x4% 3x4�
3 6
�'�./"~72 �� 10 -_---.t
� 5xb= �a
13 Ax4% 4x4= 9 � `�
2 �.sx4 II �.sx4 II ���-� $ I�
oj �. a
2So 12 3x9�
3x8=
, 8-8-D _ � 15-Q-0 i6-4-0 Y7-$-0, 24-0-0 32-8-0
� $$_p � 6-4-0 1-4-0 1-4-0� 6-4-0 $-$-0
Piate Offsets{X Y} (2•4 0 9 Edqea [4�4 5 8 0 2-41 [5�0 5-8 D 2-4] R'Q-a-9 Edqe� (11'D-2-8 0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. QEFL. in (loc) I/defl Ud PLATES GRfP
TCLL 20.0 Plate Grip DOL L25 TC q.74 Vert(LL) -OA2 11 >938 240 M720 244/190
TCE7l 10.Q �umber Dfl� 1.25 BC d.51 Vert{TL} -1.OS 9-1fl >368 1$0
BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(fL} 0.64 7 Na Na
BCDL 10.0 Code FBC2014/1�PI2007 (Matrix-M) Weight:1491b Ff=20%a
LUMBER_ _ . BRACING-
TOP CHORD 2x4 SP SS*Except' TOP CHOflD Structural wood sheathing directly appiied or 2-2-0 oc purlins.
4-5:2x4 SP Na2 60T CHQRD Rigid ceiling directly applied or 4-9-8 oc bracing.
BdT GNORd 2x4 SP SS
WEBS 2x4 SP No.3
REACTIONS. {IbJSize) 2�13871Q-7-10,7=13871fl-7-14
Max Horz 2�-190(LC 8)
Max Uplifl2�q34(LC 1q),7=-434(LC 10)
FORCES. (ibj-Max.Comp./Max.Ten.-AN forces 25d(Ib}or iess except when shown.
TOP CHORD 2-3=4752/2277,3-4=-3584/1669,4-20�-3505/1716,20-21=-3505/1716,5-21=3505J7716,
5-6=-35 8411 6fi9,6-7=-4752l2277
BOT CHORD 2-13=-i96014398,12-13=-198114403,1 1-1 2=-1 1 9813349,1 0-1 1--1 1 9819349,
9-10=1961/4403,T-9=1960/4396
WEBS 3-13=0/274,3-12=-1121l753,A-12=-2071570,A-11=-255/618,5-11=-255/637,
5-10=2021570,6-1 0=-1 1 341753,8-9=QI274
NOTES-
1)Unbaianced roof live Soads have been cansidered tor this design.
2)Wind:ASCE 7-10;VuIt=l4omph(3-second gust}Vasd=tO8mph;TC[3L=5.Opst;BGdt=S.Opsf;fe=l7ft;B=45ft;L=38if;eave=5tt;Ga#.Si;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and GC Exterior(2)zone;GC for members and farces&MW FRS tor reactians shown;
Lumber QOL=1.64 plate grip DOL-1.60
3}Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a t 0.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed tor a live load of 2o.Qpst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fiF bstween the battom chord and any other members.
6)Bearing at joint(s)2,7 considers parallei ta grain value using ANSUTPI 1 ang}e to grain formuia. Buildi�g designer shouid uerify
capacity of bearing surtace.
7}Provide mechanicai connectio�(by othars}of ttuss ta bearing piate capatrle of withstanding 434 Ib uplifl at joi�t 2 and 434 Ib uplift ai
joint 7
8)Warning:Additional permanent and stability bracing for truss system(not part of this camponenl design)is always required.
�WARNING-VaNfy destgn paramefars and RFA7T NOTES QN TH7S AND tNCtUDED MIlEK REFERANCE PAGE MR-T4T3 rev.SO/D3120t5 BEFQRE U3E.
Design valid for use onry with MITek�connectots.This design is based only upon parameters sho�vn,and Is tor an(ndlvidual butlding component,not
a truss system.Before use.Ilre buildinn desiflner must vedry the applicabtlity of design paramelers and properly incorportate�his deslgn InTo�he overall �
buitding destgn. &actng indlcated ts to prevent buckting of indlvidual huss web andlor cliord members only Additional temporary and pe�manent braGng ��r���
is aVways requtted for sfobillty and fo prevent coltapse wtth poatbte personol inJury�d property damage. Fo�generoi guEdance tegardin(}the &904 Packe East Blvd.
fabdcatlon,storape,deilvery,ereclion and brac(ng of lrusses and tn�ss systems,seeANSi1TPfl 9uatiry Critecia,PSB-84 and BCS!Bviiding Component Tampa.FL 33610
Satety Informatlon available from Truss Plate insfilute,218 N.Lee Sireet.Suite 31"2.Alexandda,VA22314. I
Job Truss Truss Type • Qty Ply Premier Housing
T10811004
037216 A06 Scissor q �
Job Reference o tional
Hhek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc. W ed Apr OS 13:29:44 2017 Page t
I D:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-x4koUXAaanluooOiAOVtKC HhtKzehOvkrSFPGvzTmVr
-1-4-0 6-0-11 11•5-3 16-4-0 21-2-13 26-7-5 32-8-0 34-0-0
1-4-0 6-0-it 5-4-8 4-10-13 4-10-13 5-4-8 6-0-'I1 1-4-0'
Scale=1:59.0
4x4 I�
5
5.OD 12 3x4� 3x4�
q 6
1.5x4� 1.Sx4=
� 3 �
11
7x10 MT20HS= �
12 10 �
2 8
� ,�� 3x4= 3x4= y j�
0 0
2.50 12
3x8=
3x8=
8-8-7 76-4-0 23-11-'J 32-8-0 �
8-5-7 7-7-9 7-7-9 8-8-7
Plate Oftsets(X Y)-- (2:0-0-13 0-0-6) �5:0-2-4 0-2-0� f8:0-0-13 0-0-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.52 10-11 >752 240 MT20 244/190 �
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -1.31 10-11 >300 180 MT20HS 187/143
BCLL 0.0 ` Rep Stress Incr YES W B 0.86 Horz(fL) 0.72 8 Na Na
BCDL 10.0 Code FBC2o14/TPI2007 (Matrix-M) Weight:147 ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appiied. I
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing.
WEBS 2x4 SP No.3 �i
REACTIONS. (Ib/size) 2=1387/0-7-10,8=1387/0-7-10
Max Horz 2=-205(LC 8)
Max Uplift2=-434(LC 10),8=-434(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=4895/2468,3-4=-4483/2154,4-5=-3355/1594,5-6=-3 3 5511 594,6-7=-4483/2154,
7-8=-4895/2468
BOT CHORD 2-12=-2166/4544,11-12=-1668/3915,10-11=-1668/3915,8-10=-2166/4544
WEBS 5-11=985/2263,6-11=853/602,6-10—131/538,7-10—390/423,4-11=-848/602,
4-12=-131/538,3-12=384/423
NOTES-
1)Unbalanced roof live loads have been considered for this design. �
2)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=loemph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
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 2-0-0 wide will
fit between the bottom chord and any other members.
6)Bearing at joint(s)2,8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surtace.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib uplift at joint 2 and 434 Ib uplift at
joint 8.
8)Waming:Additionai permanent and stabiiity bracing for truss system(not part of this component design)is always required.
�WARNING-Veri/y design parameters and READ NOTES ON THIS AND lNCLUDEO MlTEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE.
Design valld tor use oNy with MITek�connectors.This tleslgn ls based only upon parameters shoum,and Is for an fndlNduai bullding component,not
a tn�system.Before irse,Ihe building desic�ner musT vedfy ihe applicab0lry of design parameters and propedy incorpowie fhis design info ihe overall d
buildinp design. &acing indicated Is 10 preveM buckling of fndividual fruss web and/or chord members only Additlonal temporary and permanent bracfng �eTek�
(s always reqWred for s�abillty and To prevenT collapse wifh posslble personai In�ury and property damage. For general gufdance regarding ihe
tabrlcatlon,sforage,delivery,erecflon and brocing of trusses and iruss systems,seeANSI/TPII 9ualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avalable from Truss Plote Insiitufe,218 N.Lee Street,Sulfe 312 Alexanddo,VA 22314. Tampa,FL 33610
Job Truss Truss Type • Qty Ply Premier Housing
T1081'1005
037216 q07 Scissor 5 1
Job Reference o tional
Hilek Truss LLC, Brooksville,FL. 7.640 s Apr 19 207 6 M7ek Industries,Inc.W ed Apr 051329:44 2017 Page 1
ID:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-x4koUXAaanluooOiAOVtKCHhrKzehOtkrSFPGvzTmVr
i 6-0-11 71-5-3 16-4-0 21-2-13 26-7-5 32-8-0 34-0-0
� 6-0-11 ' S-4� ' 4-10-13 4-10-'I3 5-4-8 6-0-11 1-4-0
Scale=1:57.8
4x4 I I
4
5.00 12 3x4% 3x4�
3 5
1.Sx4= 7.Sx4�
2 6
10
7x10 MT20HS= �
11 9 m
� � 3x4= 3x4= 7 8 I`
0
0 0
2.50 12 •
3x8�
3x8%
8-8-7 16-4-0 23-1Y-9 32-8-0
8-8-7 7-7-9 7-7-9 8-8-7
Plate Offseis(X Y)-- �1:0-0-13 0-0-6� �4:0-2-4 0-2-01 f7:0-o-13 0-0-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.52 9-10 >748 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(fL) -1.31 9-10 >300 180 MT2oHS 187/743
BCLL 0.0 ` RepStresslncr YES WB 0.86 Horz(TL) 0.72 7 Na Na
BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:1451b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Stnacturai wood sheathing directiy applied.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 1=1305/0-7-10,7=1388/0-7-10
Max Horz 1=-202(LC 8)
Max Upliftl=-360(LC 10),7=-436(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All Torces 250(Ib)or less except when shown.
TOP CHORD 1-2=-4930/2524,2-3=-4509/2196,3-4=3362/1606,4-5=-3363/1606,5-6=-4490/2166,
6-7=-4902/2480
BOT CHORD 1-11=-2223/4580,10-11=-1690{3929,9-10=-1679/3922,7-9=2176/4551
WEBS 4-10—994/2268,5-10=-853/602,5-9—131/539,6-9-390/423,3-10=855/613,
3-11=-155/544,2-11=-396/441
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5it;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces R MW FRS tor reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Ail 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 2-0-0 wide will
fit between the bottom chord and any other members.
6)Bearing at joint{s)1,7 co�siders parallel to grain value using ANSVTPI 1 angle to grain tormula. Building designer should verify
capacity of bearing surtace.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 Ib uplift at joint 1 and 436 Ib uplift at
joint 7.
e)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Verlty deslgn parameters and READ NOTES ON THIS AND INCLUDEO MfTEX REFERANCE PAGE Mf1-7473 rev.f0/03/2015 BEFORE USE. ���
Deslgn valid for use only with MITek�connectors.lhis design is based only upon parameters shown,and Is for an indivldual building component,not
a i«�ss system.Before use,�he bulldinc�designer mirst vedry the applicabillry of design pawmeters and propedy incorporate thk design into ihe overall
bullding desiBn. &acing Indicated is to preveni lwckling of Individual truss web and/or chord members only Adtlillonal Temporary and permaneN Lxacin9 NiiTek"
is always required tor stabllity and to prevent collapse with posstble personal InJury and property damage. For general guld�ce regarding ihe
tobdcaflon,storoge,delivery,erecTion and brocing of tn��es ond irusc systems,seeANSUTPI l Quality Criteria,DSB•89 and BCSI Buiiding Componenl 6904 Parke East BNd.
Safefy Inlormatlon ovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2237 4. Tampa,FL 33610
Job Truss Truss Type � Qty Ply Premier Housing
T106'11006
037216 E01 C Hip Girder 1 1 ���
Job Reference o tional
Hifek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc. W ed Apr OS 13:29:45 2017 Page 1
ID:xs3wFp1 uqjtwyM8e7CQAhbzYMUi-PGHAhsBCL4QIQybuj506sQq3xk�rQg4t46?yoMzTmVq
i -1-4-0 3-0-0 i 5-D-0 � 8-0-0 9-4-0
� 1-4-0 � 3-0-0 2-0-0 ' 3-0-0 �-4-0
Scale=1:20.6
NAILED
4x4= Special
4x4=
3 q
5.00 12 i
I
�
5
� 2 6 Io
,
8 �
zxa=
y.sxa II i.exa il
Special Special Dc4=
3-0-0 5-0-0 8-0-0
3-0-0 2-0-0 3-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 8 >999 180
BCLL 0.0 ` Rep Stress Incr NO WB 0.04 Horz(fL) 0.01 5 Na n/a
BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:321b FT=20%a
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing.
W EBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=417/0-3-0,5=417/0-3-0
Max Horz 2=51(LC 23)
Max Uplift2=-172(LC 8),5=173(LC S)
Max Grav2=436(LC 29),5=436(LC 30)
FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-550/136,3-4=496/137,4-5=-562/136
BOT CHORD 2-8=-77/510,7-8=75/519,5-7=781512
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=lo8mph;TCDL=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drai�age to prevent water ponding.
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 tor a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 Ib uplift at joint 2 and 173 Ib uplift at
joint 5.
7)"NAILED"indicates 3-iod(0.148"x3°)or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 Ib down and 128 Ib up at 5-0-0
on top chord,and 61 Ib down and 8 Ib up at 3-0-0,and 61 ib down and 8 Ib up at 4-11-4 on bottom chord. The desigNselection ot such
connection device(s)is the responsibility of others.
9)Warning:Additional permanent and stabiliiy bracing for truss system(not part of this component design)is aiways required.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-4=60,4-6=-60,9-12=-20
Concentrated Loads(Ib)
Vert:3=3(F)4=-3(F)8=-14(F)7=-14(F)
�WARNING-Verily design parameters and READ NOTES ON THIS ANO lNCLUUED MlTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ���
Design valftl for use only with MITek�conneciors.lhis deslgn Is based only upon parameTers shown,and Is for an Indivldual building component,not
a iniss sysfem.Before irse,ihe bullding deslgner musi vedry ihe appllcaUiliry of design parameters and property incorporafe this design inTo ihe overall ,
building design. &acing Indicafed is To prevenf buckling of individual truss web and/or chord members only AddfYlonal temporary and permanent bracing {yiTek•
is always required for slabiliry and to preveni collapse wi�h possible personal InJury and property damage. Por general guid�ce regarding ihe
fabricotlon,siorage,delivery,erecifon and bwclnp of irusses and iniss systems,seeANSI/TPII 9uality Criteda,DSB-89 and BCSI Buflding Component 6904 Parke East 81vd.
Safely Information availoble from Truss Plafe Institute,278 N.Lee SireeT.Suite 312.Alexandria.VA 22374. Tampa,FL 33610
Job Truss Truss Type � Qty Ply Premier Housing
T10817007
037216 J01 Jack-Open 22 1
Job Reference o tional
Hitak Truss LLC, Brooksville,FL. 7.640 s Apr 7 9 2016 M7ek Industries,Inc.W ed Apr 05 1329:46 2017 Page 1
ID:xs3wFp1 uqjtwyM8e7CQAhbzYMUi-tSrYvCBq60Yc26A5HoXLPdN7JBja97t1 JmkVLozTmVp
i -1-4-0 i 7-0-0 _
1-4-0 7-0-0 ' �
Scale=1•19.6
3
5.00 12
o c5
0
cb
N
2
•-I
d
� °' d. a
6• 6.
3x4=
7-0-0
7-0-0
Piate O(fsets(X Y)-- (2:0-0-10 Edqe1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 4-7 >999 240 MT20 244/190
TCDL t0.0 LumberDOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >517 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(fL) 0.01 2 Na Na
BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:241b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-e-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=156/Mechanical,2=418/0-7-10,4=61/Mechanical
Max Horz 2=158(LC 10)
Max Uplift3=-98(LC 10),2=-147(LC 10)
Max Grav3=160(LC 15),2=418(LC 1),4=106(LC 3)
FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=lo8mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;8=45ft;L=38ft eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-o tall by 2-0-0 wide will
i fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 3 and 147 Ib uplift at joint
2.
6)Warning:Additionai permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Ver!/y deslgn parameters and READ NOTES ON TH(S AND INCLUDED MITEK REFERANCE PAGE MlF7473 rev.f0/03/2075 BEFORE USE.
Design valid tor use only�vith MITek�connectors.fils desig�Ls based only upon parameters shoum,and Is tor�individual building component,not
a tr�ns system.Before�rse,Ihe bullding designer musf vedry the applicab0lry of de�ign parameters and propedy incorporate this design Into the ovewll r
building deslgn. &actng Indicated is to prevent buckling of Individual iniss web and/or chord members onty Addihonal lemporary and permanent braGng �iT���
is always requlred for stability and to prevent collapse wilh possibie personal In)ury and propeAy damage. For general guidance regarding the
fabrlcatlon,storage,delfvery,erecflon and bracing of tnisses and iniss sysTems,seeANSI/TPI1 Huallty Criteria,DSB-89 and BCSI Building Componenl 6904 Parke East Bivd.
� Safety In(ormation available from Truss Plate InslituTe,218 N.Lee Sireet,Sutte 312,Alexandda,VA 22314. Tampa,FL 33610
Job Tfuss Truss Type � Qty Ply Premier Housing
T10811006
037216 J02 CornerJack 8 1
Job Reference o tional
Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 1329:46 2017 Page 1
I D:xs3wFp 1 uqjiwyM8e7CQAhbzYMU i-tSrYvCBq60Yc26A5H oXLPdN988kk97t1 JmkVLozTmVp
-i-a-o a-i t-y i
1-4-0 4-'I 1-11
Scale=1•15.2
3
S.OD 12
N
C
� N
O
N
2
�
7 �' 4
0
' p, 0.
, 2x4=
4-11-11
4-7 1-i i
LOADING(psf� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LLJ 0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 4-7 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Hoa(fL) 0.00 2 Na Na
BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:181b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structurai wood sheathing directiy applied or 4-11-11 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling direcily applied or 10-0-0 oc bracing.
REACTIONS. (ib/size) 3=109/Mechanicai,2=319/0-7-10,4=45/Mechanical
Max Horz2=122(LC 10)
Max Uplift3=-68(LC 10),2=-126(LC 10)
Max Grav3=112(LC 15),2=319(LC 1),4=75(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1 Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
)
Ex C•Encl. GC i=0.18;MW FRS directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;
P P �
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurzent with any other live loads.
3)'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 2-0-0 wide will
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 Ib uplift at joint 3 and 126 Ib uplift at joint
2.
6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Verlly deslgn parameters and pEAO NOTES ON THlS AND lNCCUOED M/TEK REFERANCE PAGE MII-7473 rev.f0/03/2015 BEFORE USE
Design valid for use only with MlTelc�connectors.Thls deslgn is based only upon parameTers shown.and is for an Intlividual builtling componeni,noi
a�niss sysTem.Before trse,1he bullding designer must vedry ihe appllcabllity of design parameters antl propedy incorporate ihis design info the overail �
bullding design. &acinp Indicated is to prevent buckling of individual fruss web and/or chord memt�ers only Additional Temporary and permanenf bracing i'�iTek•
Is always requlred for stablllty and to prevent collapse wiih possible personal InJury and property damage. For general guid�ce regarding ihe
fabricatlon,storoge,delivery,erection and bracing oi irusses and iniss sysfems,seeANSViPl1 Hualfty Crilerfa,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd.
Safefy Intormation available from Truss Plate Inslitute,278 N.Lee STreet.Sulte 312,Alexandda,VA 22314. Tampa,FL 33610
Job Truss Tfuss Type • Qty Ply Premier Housing
T10811009
037216 J03 Jack-Open 2 1
Job Reference o tional
Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc.W ed Apr 051329:46 2017 Page 1
I D:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-tSrYvCBq60Yc26A5HoXLPdN DQ8oN97t1 JmkVLozTmVp
-1-4-0 i 3-0-0
i �
1-4-0 3-0-0
Scale=1•11 1
I3
' S.�� ,2
r
0
N
2
_ �
1 4
2x4=
3-0-0
3-0-0
LOADIfYG(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.0"o Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ` Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a Na
BCDL 10.0 CodeFBC2014/TPI2007 (Matrix-M) Weight:121b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or t0-0-0 oc bracing.
REACTIONS. (Ib/size) 3=63/Mechanical,2=224/0-3-0,4=28/Mechanical
Max Horz2=87(LC 10)
Max Uplift3=36(LC 10),2=109(LC 10)
Max Grav3=65(LC 15),2=224(LC 7),4=45(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
MOTES-
1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C E�erior(2)zone;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`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 2-0-0 wide will
tit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 109 Ib uplift at joint
2.
6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING-Verily design parameters and READ NOTES ON THlS ANO INCLUDEO MlTEK REFERANCE PAGE MI(-7473 rev.10IA?/2015 BEFORE USE.
Design valld for use only wifh Mi7ek�connectors.Thfs design is based only upon parameters shown.and Is tor an Individual twilding componenT,noT
a trtrss sysfem.Before use,ihe builtling designer musf vetlry ihe appllcabiliry of design parameters and properly incorporate ihis design inio�he overall r
building deslgn. &acing IndicaTed is to prevent buckling of(ntlividual truss web and/or chord members only Addiflonal Temporary and permanenf bracing ��Tek�
Is always reqWred for sTabllity and to prevent collapse wiih possibie personal InJury and propedy damage. For general guidance regarding�he
fabrlcailon,siorage,delivery,erecfion and bracing of Trusses ond truss sysiems,seeANSI/TPI t Quality Crileria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Informatlon avoilable Uom Truss Plate InsTitute,218 N.Lee Street,Sufte 312.Alexandria,VA 22374. Tampa,FL 33610
Job Truss Truss Type • Qt� Ply Premier Housing
T10871010
037216 J04 CornerJack 8 �
Job Reference o tional i,
Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 13:29:47 2017 Page t I
ID:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-LfPx6YCStigTfGIHrW2ayrvNeX73ua7AXQU3tEzTmVo
_�_q_0 2-11-11
1_q_p 2-11-11
Scale=1�11.0 I
3 I
5.00 12 I
N
�
�
N
2
�
1 (�° 4
��
�° �>
zxa=
' 2-s i-i i �
z-i i-�i �
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ` Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 Na Na
BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:121b FT=20%
� LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins.
� BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=62/Mechanical,2=223/0-7-10,4=28/Mechanical
Max Horz 2=87(LC 10)
Max Uplift3—36(LC 10),2=108(LC 10)
Max Grav3=64(LC 15),2=223(LC 1),4=44(LC 3)
FORCES. pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
E�C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Euterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.6o plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit betwesn the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 108 Ib uplift at joint
2.
6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
�WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev,f0/03/2015 BEFORE USE.
Design valid tor use only wlTh MiTek�connectors.This design is based only upon paramelers shown,and Is for�I�dividual bullding componenT,not �A
a fruss sysiem.Before use,ihe buildinc�designer mirsT vetlry ihe applicability of design parameters and propedy incorporate ihis design into the overall _•-�
building design. &acing indicated is to prevent buckling of Individual truss web andlor chord members only Addflional temporary and permanent bracing {�iTek•
Is always reqWreU for stablllty and to preveN collapse with posslble personal in)ury and property damage. Por general guid�ce regarding ihe
fabrlcotion,storage,delivery,erection and bracinc�of trusses and tniss sysiems,seeANSI/TP11 Quality Criferla,DSB-89 and BCSI Buildfng Componenf 6904 Parke East Blvd.
Safety Infotmafion ovailable trom Truss Plate InsTitute.218 N.Lee Sireet,SuiTe 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type � Qty Ply Premier Housing
T10811071
037216 JOSK Diagonal Hip Girder 4 �
Job Reference o tional
Hilek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 13:29:47 2017 Page 1
I D:xs3wFp1 uqjfwyM8e7CQAhbzYMU i-Lf Px6YCStigTfGIH rW 2ayrvl W XwD uZPAXQU3tEzTmVo
-1-10-10 7-8-4 9-10-1
1-10-10 7-8-4 2-1-73
Scale=1:22.0
4
I NAILED �.5x4\�
NAILED g
3.54 12 ��
NAILED
NAILED
� 10
2
� I
� � S 12 13 14 6
� 6� NAILED NAILED NAILED
4x4= 5
NAILED NAILED NAILED �.Sx4\�
9-10-1
9-70-1
Plate Offsets(X,Y)-- (2•0-4-8 Edqe�
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.23 6-9 >508 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.57 6-9 >205 180
BCLL 0.0 ` RepStresslncr NO WB 0.11 Horz(TL) 0.01 2 Na Na
BCDL 70.0 CodeFBC2014lfP12007 (Matrix-M) Weight:371b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appiied or 4-3-14 oc purii�s.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W EBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=-42/Mechanical,2=471/0-10-7,6=443/Mechanical
Max Horz2=157(LC 24)
Max Uplift4=-97(LC 24),2=305(LC 8),6=168(LC 8)
' Max Grav4=45(LC 6),2=628(LC 28),6=453(LC 28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-10=380/137,10-11=-323/133,3-11=254/121
BOT CHORD 2-12=187/318,12-13=-187/318,13-14=-187/318,6-14=-187/318
WEBS 3-6=-473/278
NOTES-
1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=losmph;TCDL=S.Opsf;BCDL=5.Opsf;h=17ft;B=45it;L=38tt;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
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 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 97 Ib uplift at joint 4,305 Ib uplift at joint 2
and 168 Ib upiift at joint 6.
7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Warning:Additionai permanent and stability bracing for truss system(not part of this component design)is always required.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,5-7=20
Concentrated Loads(Ib)
Vert:11=-49(F=-24,B=-24)12=115(F=58,B=58)13=-9(F=-4,B=-4)14=-34(F=-17,B=-17)
�WARNlNG-Verity desfgn paramefers and READ NOTES ON THIS ANO INCLUDED MITEK REFERANCE PAGE MIF7473 rev.f0/032015 BEFORE USE.
Deslgn valid for use only wl�h MtTekD connectors.lhis design(s based only upon parameters shown,and is tor an indivfdual lwtlding component,nof
a inrss system.Before use,Ihe building de�ic�ner must vedry ihe applicability of design paramefers and properly incorporate�his design info 1he overall ��
' bullding design. &adng Indicated is To prevenf lwckling of Individual tn�ss web andlor chord members only Additional temporary and permanenf bracing �/gaTek�
Is always requlred tor stablll�y and to prevent collapse with possible personal InJury and property damage. For general guidance regarding ihe
fabrication,sforage,delivery,erection antl braclnp of irusses and iniss systems,seeANSUTPI i Quality Cdferia,D58-89 and BCSI Buliding Componenf 6904 Parke East Bivd.
Salety Intormafion avallable from Truss Plate Institute,218 N.Lee Sireet,Sulfe 312,Alexondria.VA 22314. Tampa,FL 3367 0
Job Truss Truss Type ' Qly Ply Premier Housing
T108�1012
037216 J06K Diagonal Hip Girder 2 7
Job Reference o tional
Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.Wed Apr 05 1329:48 2017 Page 1
I D:xs3wFp1 uqjiwyM8e7CQAhbzYM U i-przJKuD4e?oKHQKTP DZpU2SW 7xRBd1 NKm4DcPhzTmVn
-1-10-10 4-2-3
1-10-10 4-2-3
Scale=1�11.8
3
i /
3.54 12
�
2
�
� S 4 I
2x4=
NAILED
NAILED
2x4=
4-2-3 �
4-23
Plate Offsets(X,l�— f2:Edqe 0-0-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-7 >999 780
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a Na
BCDL 10.0 Code FBC2ot4/TPI2007 (Matrix-M) Weight:161b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 42-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=78/Mechanical,2=226/0-3-14,4=24/Mechanical
Max Horz2=87(LC 8)
Max Uplift3=-54(LC S),2=-238(LC 8),4=-3(LC 5)
Max Grav3=90(LC 28),2=354(LC 28),4=57(LC 22)
FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=S.Opsf;BCDL=5.Opsf;h=17ft;8=45ft;L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=o.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurzent with any other live loads.
3)`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 2-D-0 wide will
tit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 Ib uplift at joint 3,238 Ib uplift at joint 2
and 3 Ib upiift at joint 4
6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
S)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Piate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,4-5=20
Concentrated Loads(Ib)
Vert:8=115(F=58,B=58)
�WARNING-Verily deslgn parameters and READ NOTES ON TH1S AND/NCLUDEO MlTEK REFERANCE PAGE Mfl-7473 rev.10/03/2015 BEFORE USE
Design valid tor use only with Miiek�connectors.lhls desl�n is basetl only upon parameters shown,antl is tor an Indlvidual bullding componeni,not
a huss system.Before use,the building de�igner must veriry ihe applicab0lry of design parameters and propedy Incorporate this design info fhe overall .��'1�'K�
building tles(gn. &acing Indicated Is to prevenf buckling of indwidual tniss web and/or chord members only AddiYional temporary and permanenf brac(ng
is always required for stablllty and to preveN collapse with possible personal InJury and property damape. For general guidance regarding ihe
fabrication,sfora�e,delivery,erecflon ond bracing of trusses and tniss sysTems,seeANSI/1PI1 9ualfty Criterla,DSB-89 and BCSI Building Componenf 6904 Parke East BNd.
Safety Informalion available hom Truss Plote Insfitute.218 N.Lee SireeT.Suite 312,Alexandrla,VA 22314. Tampa,FL 3361 D
� Job Truss Truss Type - Qty' Ply Premier Housing
T10811073
037216 R01 CornerJack �2 �
Job Reference o tional
HOek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc. W ed Apr 05 13:29:48 2017 Page 1
ID:xs3wFp1 uqjtwyM8e7C�AhbzYMUi-przJKuD4e?oKHQKTPDZpU2SV4xTid1 NKm4DcPhzTmVn
_�-q-0 0-11-11
�_q-p 0-11-11
Scale=1:6.5
3
i �
2 � n
5.00 12 p
� o
�
m
0
0
0
� 1
o Q°o
Qo
Qo
0-1$ Qo
� 0-17-11 i
' 0-11-11
LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc} i/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 2 >999 240
TCDL 10.0 LumberDOL 1.25 BC 0.00 Vert(TL) 0.00 2 >999 780
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a Na
BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:4lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=-89/Mechanical,3=-89/Mechanical,2=219/0-7-10
Max Horz2=52(LC 10)
Max Uplift3=89(LC 1),3=89(LC 1),2=-210(LC 10)
Max Grav3=106(LC 10),2=219(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=losmph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45fh,L=38ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.1 B;MW FRS(directional)and C-C Euterior(2)zone;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-o tall by 2-0-0 wide will
fit between the bottom chord and any other members.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 210 Ib uplift at joint
2.
5)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)2.
�WARNING-Ver!!y deslgn paramefers and READ NOTES ON THIS AND 1NCLUDED M7TEK REFERANCE PAGE MII-7473 rev.f0/03/2075 BEFORE USE.
Design valltl for use only wl�h MlTelc�connectors.This design is based only upon parameters shown,and is for an Individual builtling component,not
a iruss sysTem.Before use,�he building desic�ner must vedfy ihe applicabillry of design parameiers and propedy incorporate this design into the overall r
bullding design. [;raclnp Indicated is to prevent buckling of Indivtdual Truss web and/or chord members only Additional temporary and permanenf bracing -.�f Tek•
Is always required(or s�qblllTy and to prevent collapse wi�h possfble personai InJury and propedy damage. For general guidance regartling ihe
fabrlcatlon,siorage,dellvery,erection and bracing of frusses and iniu systems,seeANSI(TPIi 6lualiy Criteria,DSB-89 and BCSI Building Componenl 6904 Parke East Blvd.
Sa(efy Informatlon avoflable Gom Truss Plate Institule,218 N.Lee Sireet,Suile 312,Alexandrlo,VA 22314. Tampa,FL 3367 0
Syr�nbo�s Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
� 3�" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
4 offsets are indicated (�rawings not to sca�e) Damage or Personal Injury
Dimensions are in ff-in-sixteenths.
Apply plates to bOth Sides of truss � 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-bracing,is olways required. See BCSI.
ci-z cs� 2. Truss bracing must be designed by an engineer,For
Q-���d' 4 wide huss spacing,Individual lateral braces themselves
0 WEBS C�,� may require bracing,or alternative Tor I
T C � � � .q p bracing should be considered.
� 0 U �� 3 �,�� 3 c
= p ,� � 3, Never exceed the design loading shown and never
ay>°' � U stack materials on inadequately braced husses.
� � 4. Provide coples of this huss design to the building
For 4 x 2 orientation, locate C7-8 ��� �� � deslgner,erection supervisor,property owner and
plates 0-'i,a"from outside BOTTOM CHORDS all other interested parties,
edge of truss. 8 7 6 5 5, Cut members to bear tightly against each other,
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully Knots and wane atjoint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIlTPI 1,
COflneCtOf plates. THE LEFT. 7, Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
*Plate location details available in MiTek 20/20 NUMBERS/LETTERS.
soffware or up�n request. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19�o at time of fabrication.
PRODUCT CODE APPROVALS 9 Unless expressly noted,this design is not applicable for
PLATE SIZE ICC-ES Reports: use wim fire retardant preservative treoted,or green�umber.
The first dimension is the plate 10.Camber is a non-structura�consideration and is me
4 � 4 width measured perpendicular ESR-131 l, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to
to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection.
the length parallel to slots, 11,Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and
in all respecls,equal to or better ihan that
Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.
by text in the bracing section of the truss unless otherwise shown. �s.rop cnoras m�sr be sneatnea or puruns pro��aea ar
output, Use T or I bracing spacing Indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1 �4 Bottom chords require lateral bracing at 10 ff spacing,
section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted.
BEARING established by others.
15.Connections not shown are the responsibility of others.
Indicates location�ere bearings 16.Do not cut or alter huss member or plate without prior
(supports)occur I ns vary but O 2012 MiTek�All Rights Reserved approval of an engineer
reaction section indicates joint
number where bearings occur. 17 Install and load vertically unless Indicated omerwise.
Min size shown is for crushing only. ��,H, 18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
project engineer before use.
Industry Standards:
' ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,woras
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing piciures alone
is not sufficient.
DSB-89: Design Standard for Bracing. Y �,
BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, �� � ANSI/TPI 1 Quality Criterio.
Installin &Bracin of Metal Plate
9 g ,
Connected Wood Trusses. MiTek Engineering Reference Sheet;MII-7473 rev. 10/03/2015
FORM R405-2014
ENERGY PERFOR EVEL (EPL)
! DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index,the more effiaerrt the home.
6218 9TH ST,ZEPHYRHILLS , FL, 33542
1. New cautrudion ar odsting New(From Plans) 9. Wali Types Insulalion Ar�
2. Sirtgle famiiy or rtwltip�e ferm'y Stnglaimnily a Concxete BbCk-int Ins�,E�derior R=5.0 1312.00 ft
b.N/A R= ft'
3. Nurtiber of wits,ff multlple farnily 1 c.WA R= it'
4. Number�Bedroans 4 d.WA R= ft=
10.Ce+lln8�YP85 Insulation Hrea
5. ts this a worst c�e7 � a Under At�c(Ve.nted) R=30.0 1633.00 ft�
6. Conditianed floor are0(ft� 1q3 b.WA R= ft�
7. Windows" pescription Ar� c.WA R= ft�
a. U-Factor: Sgl,U�.29 13228 ft� 11.Ducts R �
a Sup:Atlic,Ret Maa�,AH:Main 6 326.6
SHGC: SHGC=021
b. U-�actor: WA ft
SHGC: 12.Caoi'rt�g sys�r�s kBtWhr Eflktienc.y
' c. U-Fac�: WA ft� a Cenhal Unit 34.4 SEER:14.00
SHGC:
d. U-Factar: WA � 13.Heatirq systems kBlu/hr Eft'xaeM.y
SHGC: a,EI�Uic He�pump 352 HSPF:820
Ar�Weighted Average O�ertrar►g Depth: 1.500 R
Ar�WeigMed Aver�qe SHGC: 0.210
8. Floor Types Insulation Ar� 14�S� Cap:4p geilans
a Stab�On-Grade Edge Insulation R�.O 1633.00 it� EF:0.92
b.WA R- � b. C.onservation feaWres
a W/A R- � Naie
15.Credds Nane
I certify that this home has complied with the Florida Energy Effiaency Code for Building �gE sr��
� �
4 �
Construdion through the above energy saving features which will be mstalled(or exceede� ti - ^ ., g
in this home before finai inspection. Othervuise,a new EPL Display Card will be completed ��'.,�E'� :�`;:,,.��
b a s e d o n i n s t a l l e d C o d e c o m l i a n t f e a t u r e s. ��E'tf=,_ :��..:;°,`�,�°
���� t`` '1`= _=-- �
BuilderSignature: �aG� Date: � � �Fts' �. �
• x
Address of New Home:�'��� �Jl�f� City/FL Zip: Z_c!''!��/�/�1.�3S,�i�'�����.�5�'
'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energ�►effiaer�t
mortgage(EEM)inc�ntives if you obtain a Florida EnergyGauge Rating. Contad the EnergyGauge Hatline at(321)
638-1492 or see the EnergyGauge w�eb site at energygauge.com for informatia�and a list of certified Raters. For
ir�formation about the Florida Building Code, Energy Conservation,co�the Florida Building Commission's
support staff.
*'Label required by Sedion R303.1.3 of the Florida Building Code, Energy Consen►ation,if not DEFAULT.
M42017 3�0 PM EnergyGauge�USA-FlaRes2074 -Section R406.4.1 CampGarlt Soliw'are Paqe 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residenfiaf Performance Method
Project Narne: PREMIER-BROWN NEW 417 EPI TJLII Builder Name: CUSTOM HOMES LLC
Street 6218 9TH ST Pertnit Office: CITY OF ZEPHYRHILLS
Ciqr,State.T�p: ZEPHYRHILLS ,FL,33542 Permi[Numbe�: �!j����
Owner. PREMIER HOUSING Jurisdiction: 611600
Design Lacation: FL,Tampa CouMy:: e�b�ida CI"m�ate Zane 2)
1. New c�r►struction or ebstit�g New(From Pians) 9. Wail Types(1312_0 sqR) Insulation Ar+�
2. Singie famity ar multiple f�nrly Singl�farm'ty a Comxete Blodc-1M Insul,E�erior R=5.0 1312.00 i�
b.WA R= {�
3. Nurr�er of units.'rf multiple famiN � c.WA R= �
4. Number of Bedrooms 4 d•wA R= ft
5. Is this a worst case? No 10.Ce8'a�g Types (1633.0 sqR) Insutation Hrea
a Under Attic Nentecn R=30.0 7633.0o flt'
6. Cond'�ioned flaor area aboue grade(fl� 1633 b.WA R= R2
Cortd'fioned floor ar�below grade(fl� 0 c.WA R= ft�
11.Duds R R'
7. WindoNrs(132.3 sqft.) Description Area a Sup:Atlic,Ret Nlain.AH:Main 6 326.6
a. U-Factar: Sgl,U�29 13228 RZ
SHGC: SHGC=021
b. U-Facbor: WA � 12.Coding sysberru I�tulhr Efficiern,y
SHGC: a Centrai Unit 34.4 SEER:14.00
c. U-Factor. WA flZ
SHGC_ 13.H�1ing systems I�hilhr Efficiency
d. U-Facmr. WA ftZ a Electric H�t Pump 352 HSPF:8.20
SHGC:
Ar�Weighbed Average Ouerha�g Depth: 1.500 ft
Area WeigMed Average SHGC: 0210 74.Hot water systems
8. Floor Types (1633.0 sq(t) Insulatian Ar� a�� �A:�9�S
a.Siab-On-Grade Edge ir�sulation R=0.0 1633.00 RZ EF:0.920
b. C.onservationfealures
b.WA R= fl� None
c.WA R= � 15.Credits None
Glass/Floor Area: 0.081
Total Proposed Modified Loads: 53.40 pASS
Total Baseline Loads: 54.08
I heneby certify that the plans and specifications covered by Review of the plans and �'�I�E ST��.
this calculation are in compliance with the Florida Energy specifications cove�ed by this ti4 , ' � � �O
Code. qlculation indicates compliance �'`z'�-,r f" ==,,�,,�` �,�.
with the Florida Energy Code. �.,Ji�„��� ;.�:;?a�* �o
PREPARE Y' Before construction is compleaed •� `� �
,s '..
DATE: � this building will be inspeded for c�„�""" '�:':�" `-- a
compliance with Sedion 553.908 * � ° �,.
I hereby certify that this building,as designed, is in complianoe Florida Statutes. �,�, ��
with the Florida Energy Code. � �1)�'��
OWNER/AGENT' BUILDING OFFIC '
DATE: `f � DATE: ' �''
- Compltance requires certificatlon by the afr handler unit manufacturer that the air handler encl re quatifles as
certlfied factory-�ealed In accordance w{th R4ai.2.2.1.
-Compliance requlrea an Atr Barrler and Insulatlon inspectlon Checklist in accordance with R402.4.1.1 and an envelope leakage
test r+eport ln accordance with R402A.1.2.
M4/2017 2:57 PM EnergyGatx,�e�USA-FlaRes2014 Secfian R405.4.1 Cart�ant SafMrare Pege 1 of 4
FORM R405-2014
PROJECT
Title: PREMIER-BROWN NEW 41 Bedrooms: 4 Address Typ� SVeet Address
BuildiR9 Type User Condifiorted Area: 1633 Lot�
Owner. PREMIER HOUSING ToFal Stories: 1 Block/SubDivisian:
#af Unils: 1 Wast Case: No PIalBaolc
Buiider Name: CUSTOM HOMES LLC Rol�e Angle: 0 Street 6218 9TH ST
Permd Office: CfTY OF ZEPHYRHILLS Cross Venh'I�ion: County: P�
Jurisdiction: 611600 Whde House Fan: City,Siate,T�p: ZEPM(RHILLS ,
Farnily Type: Single-family FL. 33542
New/E�dstimg: New(From Plans)
Cotnrt�ent ORIENTATION WEST HVAC VALUES SEMI TIGHT
cuNu►Te
� IECC Design Temp Irtt Design Temp Healing Design Da1y Temp
Design Loca6on TMY S�e Zone 97.5 9'a 2.5 9'o Wmter Sumfner Degree Days M�re Range
FL,Tampa FL TAAAPA INTERNATIO 2 39 91 70 75 645.5 54 Mediuln
BLOCKS
Number Name Area vao►ne
1 Blodcl 1633 13064
' SPACES �
Nombe� Na�ne Ares vaume �ih� oca,p� 6edrooms tr��� Fm�l�ea cooled li�ed
1 Main 1633 13064 Yes 4 4 1 Yes Yes Yes
FLOORS
� FloorType Space Perimeter R Value Area T�e Wood Carpet
1 SIat�On-Grade Edge Insuladan Main 164 ft 1633 ft� — 0 0 1
ROOF
� Raof Gable Roof Solar SA Emitt Emift Deck PiC�h
# Type Ma2gials Ar� Ar� Color Absar. Tesffid Tested InsuL (deg)
1 Hip Composition shingles 17691t� 0 ft� Medium 0.5 No 0.9 No 0 22.6
A'iTIC
V # Type v�on ventRatio(1�in> Area Res �Rcc
1 Full ffitic Vented 300 1633 fl2 N N
CEIUNG
# CeOing Type Space R Value Ins Type Area Frarmng Frac Truss Type
1 Under AtHc(V� M�n 30 Blown 1633 f� 0.11 Waod
M4�17 2:57 PM EnergyGauge�USA-FlaRes2014 Section R405.4.1 Campiarrt Soflware P�ge 2 0(4
FORM R405-2014
WALLS
qdjacent S� Cavity Widfh HeigM SF�1►i►i9 Framing Salar Bela+r
1 W Ex[erior Cancxe4e Blodc-IM Insul Main 5 50 8 400.0 fl� 0 0.5 0
2 S E�derior Concrebe Block-Irn Insul Main 5 32 8 256.0 fl 0 0.5 0
3 E E�derior Conrxete Bbdc-Ir�t Insul Main 5 50 8 400.0 ft 0 0.5 0
4 N E�derior Concxete Blodc-Mt Insul Main 5 32 8 256.0 ftZ 0 0.5 0
DOORS
# Omt Daor Type Space Stmr�s U-Value w� �9M Ar� �
Ft In Ft In
1 W Insuhated Main None .46 6 8 3 20 ft'
2 W Insulated Mae� Naie .46 6 8 6 40 i�
WINDOWS
Orientation sho�m is the antered. orierrh�ion.
� Wall �9
# Omt ID Frarne Panes NFRC U-Faclor SHGC Ar� Deplh Separation Int Shade Scxeening
1 W 1 Mdal Low-E Single Yes 029 021 462 f� 1 it 6 in 1 ft 0 in Dr�es�'inds Naee
2 S 2 AA� Low-E Single Yes 029 021 7.1 f� 1 ft 6 in 1 ft 0 in DrapeslbGnds None
3 E 3 Melal Low-E Single Yes 0.29 021 23.1 R2 1 ft 6 in 1 ft 0 in Drapes/bfinds None
4 E 3 AAe�al Loxf-E Single Yes 0.29 021 18.0 fl� 1 ft 6 in 1 ft 0 in Dra�eslbie�ds None
5 E 3 M�al Low-E Single Yes 029 021 30.3 R2 1 ft 6 in 1 ft 0 in Dr�peslblinds Nor�e
6 N 4 M�al Low-E Single Yes 029 0.21 7.5 f� 1 ft 6 in 1 ft 0 in Drapeslbli►�ds None
INFILTRATION
# Scope Metttod SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Pro�Osed ACH(50) .d�254 1088.7 59_77 112_4 .1906 5
HEATING SYSTEM
# System Type Subtype Effiaenc.y C�r Bbdc Ducis
1 Electric H�t Pump Spfit HSPF_8.2 352 kBfulhr 1 sys#1
COOLING SYSTEM
� Sysbem Type Subtype Efficierxsy Capacity Air Fbw SHR Bbck Duds
1 Centra!Unit Sptit SEER:14 34.4 kBtuThr 1032 cfrn 0.75 1 sys#1
HOT WATER SYSTEM
# Syrstem Type SubType Location EF C� Use SetPnt Consenration
1 E�Ctric None Main 0.92 40 gal 70 ga! 120 deg Norte
M411017 2:57 PM EnagyGauge�USA-F1aRes2014 SeCtion R405.4.1 CompTi�ant Sofiware Page 3�4
FORM R405-2014
SOLAR HOT WATER SYSTEM
FSEC � S�
Cert# Company Name System Model# Colledor Mode!# Area Vdume FEF
None None �
DUCTS
� —Supply— —R�um— Air CFM 25 CFM25 HVAC�
# Location R Value Ar� Location Area L�lc�geType Handler TOT OUT QN RLF H� Cod
1 Attic 6 326.6 f� Main 81.65 ft' D�auR Leaka�e Main (DefauR)c(DefauR)c 1 1
TEMPERATURES
Prograrrgble ThermostaC None CeHing Fans:
Venting �Jan �Feb [X�Mar l�J� L 1� L J�� L J�� l J� l J� l�J� L�l� t 1�
TT�hdt Schedule: HERS 2006 Refe�ence Haxs
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
CooGng(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heatimg(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
Hea6ng(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
4/4J2017 2:57 PM ErteryyGauge�USA-FlaRes2014 Section R405.4.1 CompGant SoRNrae Pege 4 of 4
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Residentiai System Sizing Caiculation
Summary
PREMIER HOUSING Project Title:
6218 9TH ST PREMIER-BROWN NEW 417 MJ TJLII
ZEPHYRHILLS , FL 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/M2097
Location for weather data: Tampa, FL -Defaults: Latitude(27.9� Altitude(10 ft.) Temp Range(111�
Humidi data: Irrterior RH 50°� Outdoor wet bulb Humid' differen r.
Wrrter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 92 F
Vlfinter setpoint 70 F Summer setpoirrt 75 F
Winter tem rature diiference 34 F Summer tem ure difference 17 F
Total heatin load calculation 31717 Btuh Totai coolin load calculation 29920 Btuh
Submitted heating capaaty °�of calc Btuh Submitted cooling capacity %of%alc Btuh
Total(Electric Heat Pump) 111.0 35200 Sensibie(SHR=0.75) 120.9 25800
Heat Pump+Awciliary(O.OfcW) 111.0 35200 Latent 100.3 8600
Total Eledric Heat Pum 115.0 34400
WINTER CALCULATIONS
Winter Heatin Load for 1633
Load com onent Load
wndow total 132 sqft 1304 Btuh �—�-�------�
' Wall total 1120 sqft 5009 Btuh , fioora�,`2�)_7�E� �at�s+.tao�) �
' Door total 60 sqft 938 Btuh �7in �.&go; ,
Ceiling total 1633 sqft 1768 Btuh �-~--~�-�-•-� ��
Fioortotai 1633 sqft 6580 Btuh �Q�{����� t��`m���"�^�
Infiltration 327 cfm 12211 Btuh . �=>%t��>,�-=
Dud loss 3906 Btuh i��.:. �
Subtotal 31717 Btuh °�._ "''� Du�ts(12.3��
Verrtilation 0 dm 0 Btuh
TOTAL HEAT LOSS 37717 Btuh k;�1.t`45.5°r�)
SUMMER CALCULATIONS
Summer Coolin Load for 1633
Load com onent Load
wndow total 132 sqft 3246 Btuh
Wall total 1120 sqft 1915 8tuh
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Door total 60 sqft 773 Btuh ' V`,�allsi��:°�a�
D90i�(�_��'vi , . �.
Ceiling total 1633 sqft 2184 Btuh `.� U�tff��sR.3°io�
Floor total 0 Btuh .
InfitUation 174 cfm 3256 Btuh � f���o�� / �� a� ,�-�
Intemalgain 6220 Btuh � I ���nd��>vs�14.,,�;
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Dud gain 3752 Btuh
Sens.Ventilation 0 cfm 0 Btuh :.,::,:
Blower Load 0 Btuh r:;'=:;::�; Lat�at�ni(2.?�}
Total sensible gain 21347 Btuh `�'::_==�`=�'`
�=�-`:�?S;s:�G��Et`�
Latent gain(ducts) 1379 Btuh '` _ _
Latentgain(infiltration) 6394 Btuh ��~ ��>��i�l��•$°�t
Latent gain(ventilation) 0 Btuh ���.'���'���°�.
Latent gain(intemal/occupants/otl�er) 800 Btuh
Total latent gain 8573 Btuh
TOTAL HEAT GAIN 29920 Btuh
EnergyGauge�Syst Sia
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Residential Window Diversity
MidSummer
�I PREMIER HOUSING Praject Title:
6218 9TH ST PREMIER-BROWN NEW 417 MJ TJLII
I ZEPHYRHILLS, FL 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2017
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Summer design temperature 92 F Average window load for Jufy 1183 Btuh 'i
Cooling setpoirrt 75 F Peak window load for July 1778 Btuh ii
Summer temperature difference 17 F Excusion limit(130°�of Ave.) 1538 Btuh '
Latitude 27.97 North Window excursion Jul 239 Btuh �
WINDOW Average and Peak Loads '
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This application has glass areas that produce large heat gains for part of the day. Variable air volume devices
ars required to overcome spikes in sotar gain for one or mor�e rooms.tnstall a mned system or provide mne
control for problem rooms.Single speed equipmeM may not be suitable for the applic�fion.
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PREMIER HOUSING Project TiNe:
6218 9TH ST PREMlER-BROWN NEW 417 MJ TJUJ
ZEPHYRHILLS, FL 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2097
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Summer design temperature 92 F Average windaw laad for October 1351 Btuh
Coaling setpoirrt 75 F Peak window load for October 1584 Btuh
Summer temper�ture difference '!7 � E�ccusian timit(�30°rG of Ave.} 1757 Btuh
Latitude 27.97 North Windaw excursion Odober Nane
WIMDOW Average and Peak Loads
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The C?ctober window load for this house does not exc�ed the window load excursion limit
This house hes adequafe Udober windaw diversity.
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System Sizing Calculations - Winter
Residential Load - Whole House Component Details
PREMIER HOUSING Project TiNe:
6218 9TH ST PREMIER-BROWN NEW 417 MJ TJLII
ZEPHYRHILLS , FL 33542 Buiiding Type: User
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2097
Reference City:Tampa, FL (Defauits) Winter Temperature Difference: 34.0 F(TMY3 99%)
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1 1, NFRC 021 Metal 029 W 46.2 9.9 456 Btuh
' 2 1, NFRC 0.21 Metal 0.29 S 7.1 9.9 70 Btuh
3 1, NFRC 0.21 Metal 0.29 E 23.1 9.9 228 Btuh
4 1, NFRC 0.21 Metal 029 E 18.0 9.9 177 Btuh
5 1, NFRC 0.21 Metal 0.29 E 30.3 9.9 299 Btuh
6 1, NFRC 0.21 Metal 0.29 N 7.5 9.9 74 Btuh
W ndow Total 132.3 1304 Btuh
Walls Type Omt. Ueff. R-Value Area X HTM= Load
(Cav/Sh)
1 Conc BIk,Hollow -Ext (0.132) 5.010.0 294 4.47 1314 Btuh
2 Conc BIk,Hollow -Ext (0.132) 5.0/0.0 249 4.47 1113 Btuh
3 Conc BIk,Hollow -Ext (0.132) 5.0/0.0 329 4.47 1470 Btuh
4 Conc BIk,H�low -Ext (0.132) 5.010.0 249 4.47 1112 Bttih
Wall Total 1120 5009 Btuh
Doors Type Storm Ueff. Area X HTM= Load
1 Wood-Exterior, n (0.460) 20 15.6 313 Btuh
2 Wood-Exterior, n (0.460) 40 15.6 626 Btuh
Door Total 60 938Btuh
Ceilings Type/Color/SurFace Ueff. R Value Area X HTM= Load
1 Vented Attic/UShing (0.032) 30.0/0.0 1633 1.1 1768 Btuh
Ceilin Total 1633 1768Btuh
Fioors Type Ueff. R-Value Size X HTM= Load
1 Slab On Grade (1.180) 0.0 164.0 ft(perim.)40.1 6580 Btuh
Floor Total 1633 6580 Btuh
Envelope Subtotal: 15599 Btuh
Infiltration Type Wholehouse ACH Volume(cuR) Wall Ratio CFM=
Natural 1.50 13064 1.00 326_6 12211 Btuh
Duct load Average sealed, R6.0, Supply(Att), Retum(Con) (DLM of 0.140) 3906 Btuh
All Zone,s Senslble Subtotal All 2ones 31717 Btuh
EneegyGauge�/USRC7B�.1 Pa�ge 1
Manual J Winter Calculations
Residential Load - Component Detaiis �continued)
PREMIER HOUSING Project Ti�e: -
6218 9TH ST PREMIER-BROWN NEW 4-17 MJ TJLII
ZEPHYRHILLS , FL 33542 Building Type:User
ORIENTATION WEST HVAC VALUES SEMI TIGHT M4/2097
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Subtotal Sensible Heat Loss 31717 Btuh
Totals for Heating Ventilation Sensibie H�t Loss 0 Btuh
Total Heat Loss 31717 Btuh
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1. Electric Heat Pump AIRTEMP#VT46E-36KA 35200 Btuh
Key:Windaw types- NFRC(Requires U-Factor and Shad"mg coe�'iaent(SHGC)of giass as numerical values)
or-Ghass as'CI�'ar TmY(Uses U-Faclor artd SHGC defaults)
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PREMIER HOUSING Project Titte:
6298 9TH ST PREMIER-BROWN NEW 497 MJ TJ�!!
ZEPHYRHiLLS, FL 33542
ORIENTATION WEST HVAC VALUES SEMI TfGHT 4/4/209?
Reference City:Tampa, FL Temperature Difference: 17.OF(TMY3 99°k) Humidity differenoe: 54gr.
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1Kindow Pane.s sHGC u InSh Is omt Len N Gross shad�ur�shaded Stmded Unshaded
i 1 NFRC 0.21.029 Na Mo W 1.5R. 1.Oit 462 2_B 43.6 9 25 't 127 $tuh
2 1 NFRC 0.21,029 No Mo S 1.5ft. 1.Oft. 7.1 7.1 0.0 9 11 67 Btuh
3 1 NFRC 021,029 No No E 1.5R 1.Oft. 23.1 1_3 21.8 9 25 563 BUah
4 1 NFRC 0.21,0_29 No No E l.5fr. 1.OIt 18.d 1_0 47.Q 9 25 439 Bfuh
5 1 NFRC 0.21,0.29 No No E 1.5R 1.Oft. 30.3 1.7 28.6 9 25 740 Btuh
� 6 1 NfiRC 0.21,0.29 No No N 1.5R 1.Qft. 7.5 0.0 7.5 9 9 71 Btuh
�ccursion 239 EtU�th
wndow Total 132 ) 3246 Btuh
Walts Type U-Value R-Value Area{sgft) HTM Load
Ca�dst�h
, 1 Cancrete BIk,Ndlow-E�d 0.13 5.O/OA 293.8 1.7 502 B#uh
2 Cottca�e Slk,Hailow-E�d 0.13 5.0!{}.0 248.9 1.7 428 Btuh
3 Conc.r�e Btk,HoOow-Ext 0.13 5A/0.0 328.6 i.7 562 Btuh
4 Concrde BIk,Holiow-E�d 4.13 5.0l0.0 248.5 1.'7 425 Btuh
' WatS Totat 1120 9915 Btuh
Doors TYPe Area(sqR) HTM Load
� i Wood-E�de�iar 20.0 �2.9 258 Btuh
( 2 Wood-Extenior 40,0 '12.9 515 BUttt
Daar Total 60( Tl3 Btuh �
CealingS TypelCoEor/Surfat� U-Value R-Value Area{sqft) HTM t_oad ';
1 Vented AticlLightiStiutigle 0.032 3q.0/0A 1633.0 i.3b 2184 Btuh
Ceilin Total 1633 sqft 2184 Btuh
Floors Type R-Value Size H'i'M [.oad
I 1 Siab On Grade 0.0 1633(ft-pc�imeter) Q.0 0 Bbuh
FEoor Tata1 1633.0 0 Btuh
Envelope Subtotal: 8119 Btuh
Infiltratian Type Average ACH Volume(cuft)Wall Ratio CFM= Load
Natural 0.80 13064 1 174.2 3256 Stuh
tntemal Uccuparrts Btuh/occupant Appiiartce Load
ain 4 X 23U + 5300 6220 Btuh
Sensibie Envelope Load: 17595 Btuh
Duc#load avera�es�tect,suppty{Rs_O�A�},R�u�n�s.t�-conai} DGM of 0.215 3752 Stuh
Sensible I.oad All Zones 2t347 Btuh
EnengyGauge�l i USRCZB v5.1 Page 1
i
Manual J Summer Calculations
Residential Load - Component Details (continued)
PREMIER HOUSING Project Title: Climate:FL TAMPA IM'ERNATIONAL AP
6218 9TH ST PREMIER-BROWN NEW 417 MJ TJLII
ZEPHYRHILLS , FL 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2097
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Sensible Duct Load 3752 Btuh
Total Sensible Zone Loads 21347 Btuh
Sensible ventilation 0 Btuh
Blow�er 0 Btuh
Whole House Total sensible gain 21347 Btuh
Totals for Cooling Latent infiltration gain(for 54 gr. humidity difference) 6394 Btuh '
Laterrt ver�tilation gain 0 �h '
Later�t duct gain 1379 Btuh
Latent occupant gain(4.0 people @ 200 Btuh per person) 800 Btuh
Latent other gain 0 Btuh
Latent total gain 8573 Btuh
TOTAL GA1N 29920 Btuh
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`Key: Win�w types(Panes-Number and type oF par�es oF 9tass)
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ErtergyGaug�/USRCZB�.1 Page 2
� System Sizing Calcula�ions - Winter
Residentiai Load - Room by Room Component Details
PREMIER HOUSING Project Titie:
6218 9TH ST PREMIER-SROWN NEW 4i7 MJ TJ�tI
ZEPHYRHILLS, F!33542 Btritd'ing Type: User
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/201fi
Refierence City:Tampa, FL (G7efaults) Wirrter Temperature Difference: 34.0 F(TMY3 99%)
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1 1, NFRC 0.21 Metal 0.29 W 46.2 9.9 456 Btuh
2 1, NFRC 0.2't Metai 8.29 S 7.1 9.S 70 Btuh
3 1, NFRC 0.21 Metal 0.29 E 23.1 9.9 228 Btuh
4 '!, NFRG 0.21 Metat 4.29 E 9$.0 9.9 177 Btuh
5 1, NFRC 0.21 Metal 0.29 E 30.3 9.9 299 Btuh
� 6 1, NFRC 0.21 Metal 0.29 N ?.5 9.9 74 Btuh
I Windaw Totai 132.3 1304 B#uh
Walls Type Omt. Ueff. R-Value Ar�ea X HTM= Laad
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, 1 Conc BIk,Hallow-F�ct (U.132) 5.0/0.0 294 4.47 1314 Bfuh
2 ConC BIk,Hollow-Ext (Q.132) 5.Q/0.0 249 4.47 1113 Btuh �
3 Conc BIk,Holiow-Ext (0.132) 5.0/0.0 328 4.47 1470 Btuh
4 Conc BIk,Hbilow -Fxt (0.132) 5.0/0.0 249 4.47 1112 Btuh
Wa11 Tatal 1120 50d9 Stuh
Doors Type Stonn Ueff. Area X HTM= Load
1 Wood-Exterior, n {0.460) 20 15.6 313 Bttih
2 Wood-E�cterior, n (0.460) 40 15.6 626 Btt�h ;
Door Total 60 938Btuh
Ceilings TypelColorlSurface Ueff. R Value Area X H€TM= Laad
1 VeMed Attic/L/Shing (0.032) 30.Q/0.0 1633 1.1 1768 Btuh
Ceiiin Tota1 ?$33 9768Btuh
Fioors Ty� Ueff. R-Value Si2e X Hi'M= Load
1 Slab On Grade (1.180) 0.0 164.0 ft(perim.)40.1 6580 Btuh
Floor To#ai 9633 65$0 Btuh
Raom Envelope Subtotal: 15599 8tuh
� Infittration 7ype Wholehouse ACH Room Volume Wall Ratio CFM=
� Natural 1.50 i3064 1.00 326.6 12211 Btuh
Duct load Aver�qe s�ed,suppiy(Rs.aatdc),Reann(Rs.acond_) (DLM of Q.140) 3906 Btuh
Room#7 Sensible Room Subtotal 31777 Btuh
Ene�rgyGauge�/USFtCZ6 v5.1 P�ge 1
Manuai J Winter Calculations
Residential Load - Component Details (continued)
PREMIER HOUSING Praject Title:
6218 9TH ST PREMIER-BROWN NEW 417 MJ TJLII
ZEPHYRHILLS , FL 33542 Building Type: User
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2017
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Totals for Heating Verrtilation Sensible H�t Loss 0 Btuh
Total Heat Loss 31717 Btuh
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Key:Window types- NFRC(Requires U-Factor and Shading c�f'iaent(SHGC)ot ghass as numeripl values)
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EnergyGauge�/USRCZB v5.1 P�2
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PREMIER HOU5ING Project Titie:
' 6248 9TH ST PREMlER-6ROWN NEW 417 Md TJL!!
ZEPHYRNILLS, fil 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2017
Ref�rence City:Tampa, FL Temperature difference: 17.OF(TMY3 99°�6) Humidity differ�ence:a4gr.
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IAtindow Panes sxGc u msn �s omt t.sr, H Gross shaded u►s sr�ed unsnaaed
1 1 NFRC 021.029 Na No W 1.5it. .1.Oi#. 45.2 2.6 43.6 9 25 112T �h
2 1 NFRC 0.21,029 No Na S 1.5ft 1.OR 7.1 7.1 0.0 9 11 67 Btuh
3 1 NFRC 021,0.29 No No E 1.5ft. 1.Oft. 23.1 1.3 21.8 9 25 563 Btuh
4 1 NFRC 4.21,0.29 Na No E 1.5iL 1.Oft 18.Q 'E.d 17.0 9 25 439 Btuh
5 1 NFRC 0.21,0.29 No No E 1.5R 1.OR. 3p.3 1.7 28.6 9 25 740 Btuh
6 1 NFRC 0.21,029 No No N 1.5ft 1.Oft 7'.5 0.0 7.5 9 9 71 Btuh
Wincfow Tatai 132 3007 8tuh
� Walis Type U Value R Value Area(sqft) HTM Load
Cafrtsh�th
1 Cont�ete BIk,Hotiow-E�d Q.13 5.0/0.0 295.8 1.7 502 8tuh j
2 Conct�e BIk,Hdlow-E�d 0.13 5.W0.0 248.9 1.7 426 Bbuh �
3 Cant�+ete Bfk,Hdfow-E�d 0.13 5_4J0.0 32$.6 1.7 562 Btuh �
4 ConCrete BIk,Ndiow-F�d O.t3 5.d18.0 24$.5 1.� 425 Bfuh �
Wail Total 112p( 1915 Btuh
Doots Type Area{sc�ft} HITM �oad
1 Woad-E�Reriar 20.0 12.9 258 Bluh
2 Wood-F�erior 40.0 12.9 515 Btuh
Doar Total 60 773 Btc�h
Ceilings Type/Colcnr/Surface U Value R Value Area(sqft) HTM Load
1 VentedA#tictt.ighllShingle 0.432 30.Ql4.Q 1633.0 1.34 2i84 Sh.th
Ceilin Takal 1633 sqFt 21&4 Btuh
F1aors Type R Value Size HTM Load
1 Siab On 6rade Q.0 4633(ft-P�) 0.0 d Biuh
Floor Total 1633.0 sqft 0 Bkuh�
Zone Envelope Subtotat: 7875 Btuh
i1nfEltration Type Whalehouse ACH Volume(cuft)Watl Ratia CFM= l.oad
, Naturai 0.80 i 306�4 1.00 174.2 3256 F3tuh
Internal Oxupar�ts Btuh/oacupant Appliance Laad
ain 4 X 230 + 5300 6220 Btuh
' Sensible Envelope Load: 17355 B#uh
Duct load A�sea�,Suppry�Fts.o-Amc),Re�a,m(Rs.a-cor�d.) DGM of 0.213 3701 Btuh
Sensibie Zone Load 29Q5T Btuh
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Manuai J Summer Calculations
Residential �oad - Campanen# Details {co�tinued�
PREMIER HOUSING Project Title: Climate:FL TAMPA INTERNATiC1NAL AP
6218 9TH ST PREMlER-BROWN NEW 417 MJ TJLI!
ZEPHYRHtLLS, Fk.33542
ORIENTATION WEST HVAC VALUES SEMI TIC3HT M4/2017
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Wfndows July excursion for System 1 239 8tuh
E�ccursidn Sub#otai: 239 B#uh
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Sensibie Faccurs�on Load 291 Btufi
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Manual J Summer Calculations
Residential Load - Component Details (continued)
PREMIER HOUSING Project Title: Climate:FL TAMPA INTERNATIONAL AP
6218 9TH ST PREMIER BROWN NEW 417 MJ TJLiI
ZEPHYRHILLS , FL 33542
ORIENTATION WEST HVAC VALUES SEMI TIGHT 4/4/2017
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Sensible Envelope Load All Zones 77595 Btuh
Sensible Duct Load 3752 Btuh
Total Sensible Zone Loads 21347 Btuh
Sensible verrtilation 0 Btuh
Blow�er 0 Btuh
I VYhole House Total sensible gain 21347 Btuh ��
Totals for Cooling Latent infiltration gain(for 54 gr. humidity difference) 6394 Btuh �
Latent ventilation gain 0 Btuh
Laterrt dud gain 1379 Btuh
Latent occuparrt gain(4.0 people @ 200 Btuh per person) 800 Btuh
Latent other gain 0 Btuh
Latent total gain 8573 Btuh
TOTAL GAIN 29920 Btuh
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1. Central Unit AIRTEMP#B6BMMX36K-B 34400 Btuh
•xeY wmdow types(P�es-Num�ana type ot panes of glass)
(SHGC-Shading cro�ent of 91ass as SHGC numericaf�akie)
(U-Windaw U-Fadar)
(InSh-Interior shading device:nafe(No),Blinds(B),Draperies(D)or Rdler Shades(R))
- For Blirxls:Assume medium color.tralf cbsed
For Draperies:Assume medium weaue,half cbsed �
For RoBer shades:Assume translucent,half dosed P` "� ''�
(IS-Insect screen'none(N).Full(F��HaiFf f)) -��"�'"�',�,
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(Omt_cortt�s orienhation) _
Version 8
Er�ergyGauge�/USRCZB v5.1 P�qe 3
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Air Conditioning Contractors of America �,�
Menu11 S (Residerrtial Equipmerrt Selection) � �'
Projed Information Cooling Design Information
Name: PREMIER HVAC VALUES SEMI TIGHT Outdoor Design Temp: 92 °F db Summer
City: ZEPHYRHILLS ORIENTATION WEST Outdoor Design Temp:�°F db �Winter
State: FL Af6tude: 10 Altitude Adjusbnerrt 1.00 Indoor Design Temp: 78 °F db �%RH ��F wb
Manual J Load Calculations Airflow Calculations
Total Load Sensible Latent SHR Heat Loss Design TD for Airflow 17
29920 25800 4120 0.862 31717 Design Sensible CFM 1380
OEM IMormation
, Manufacturer. AIRTEMP Fumace Model#: AFUE:�
Coil or Fan-Coil Model#: B6BMNDC36K-B Condenser Model#:VT46E-036KA SEER: 14.0 HSPF: 8.20
(A)Manufadurer's Cooling Performance Data
Lower Retum Air Outdoor Temperature= �(F db)
Entering Coil Temperature=75(F db) C� (F wb) Total BTUH Sens�ble BTUH Latent BTUH SHR
Rated CFM @ Rated RA Temperature 67 34,400 25,800 8,600 0.75
Rated CFM(c�Design RA Temperature 1122 � 31;840 25.800 6,040 0.8103
Rated CFM(i�Rated RA Temperature � 29,920 25,800 4,120 0.8623
(B)ManuFacturer's Cooling Performance Data
Higher Retum Air Outdoor Temperature= 95 (F db)
Entering Coil Temperature=75(F db) C� (F wb) Total BTUH Sensible BTUH Latent BTUH SHR
Rated CFM @ Rated RA Temperatur�e C� 34.400 25.800 8 60D 0.75
Rated CFM @ Design RA Temperature 1380 � 31,840 25,800 6,040 0.8103
Rated CFM @ Rated RA Temperature � 29,920 25,800 4,120 0.8623
Manufacturer's Cooling Perfortnance Data(Interpolate�
Design Retum Air Outdoor Temperature=95(F db)
CFM (F wb) Total BTUH Sensble BTUH Latent BTUH SHR
25,8Q0 6,040 0.8103
Excess Latent Capacity Cakxilation +� '��
Capaccytty @ Design CFM/RA(F wb) 1579.7 � 31,840 Z6,760 5,080 0.840
Equipment Capacity as a°k of Design 106_42% 103.72°.6 123.30%
Manufacturers Heat Pump Data
Capacity Capacity Balance Supplemental
47°F db 17°F db P� oint_ _ Heat R uired
35,20D 21,000 37.1 0.51
Manufacturer's Fumace Data
Input Output Desired Cakxilated
Capacity Capacity AFUE Temp.Rise Airflow