HomeMy WebLinkAbout16-17863 � /i
� CITY OF ZEPHYRHILLS
'i ' � 5335-8TH STREET
; (813)780-0020 863
,i BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION - �
Permit Number: 17863 Address: 3443 PERIDOT LN LOT 224
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. �,
Class of Work: 43.4-ADD/ALT RESIDENTIAL Township: Range: Book: ',
Proposed Use: NOT APPLICABLE Lot(s): Block: Section: '�
Square Feet: Subdivision: EMERALD POINTE '�
Es�. Value: Parcel Number: 24-26-21-0060-00000-2240 ,
Improv. Cost: 1,800.00 OWNER INFORMATION
Datellssued: 10/27/2016 Name: SAUMURE, GUY & CAROL
Total Fees: 187.50 Address: 3443 PERIDOT LN LT 224
Amount Paid: 187.50 ZEPHYRHILLS, FL. 33542
Da�te Paid: 10/27/2016 Phone: (613)223-6070
Wo;r;k Desc: INSTALL STORAGE AREA UNDERNEATH EXISTING PARK MODEL 10 X 24
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
HOMEO,WNER ELECTRICAL FEE 60.00
HOMEOWNER PLUMBING FEE 60.00
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Ins ections Re uire
FRAME R
SHEATHING
FINAL u
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REINS�ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local �overnment 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.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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.
"Wa P�ning 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
j� before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
I� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
,� NO OCCUPANCY BEFORE C.O.
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� O RA SIGNATURE � PERMIT OFFI R I
� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I
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CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
i PROTECT CARD FROM WEATHER
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�; me � - ---- Lot� � ����.�
I�OT IMPROVFMENT
� PF:R'VI[�1� � --/� �'0� 7
E.� ERALD POINTF BOARI) O�= U[ RE:C'TORS
APPROVEU B� . „_._,�-- _ . _- [�ATE=: �,� �,
PROPERTY FVAL[IATION COMMITTEE
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APPROVED �3Y: \ DATE: \ -
EXPIRATIO?�' I�AT�::
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INSPECTIO'�I BY: DATE:
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FI?�iAL llv'SPEC'T1QI� �31r': DATE:
PLEASE RETURN TO LOT IMPROVEMENT COMMITTEE !
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. 893-780-0Q20 City af Zep�hyfiills Permi#Applicatiort �eacasa-Tao�ouz+ �
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RE;iD�N11Af. A16a�(,2�P[at Plarw;f�aeta oF BtPo�Plert�H)eet o4 5�r panrm:R-0-1Ai Pemdt fut rtaw�uctlon,
. Mlnrm�an ten(1�wcnrin9+fays a�suti+++�st+t�.�e en.�,Cen.�b+��ns,s�o�rower�r vFsc,swr sk rtnec�nst�tee,
��Y�l�'�S 1�rnpa(es S�e Wo�1c Ps+mit tor�rvisim�Jlarg�prv�t+ '
cDe�MEF[pa�. �(2�m�pte6e�1soF8�'mePta�pfusal�e�Ptgs;(9)se(af6�rForms.R-0-WP¢rts�farnawaa�wtion. '
t+�aunt�tan(�alvw�i�edaysaRersubmhtaldats.Reautreoanslte,ConemxttatPS�a,Btatmuu�aerPlattavrtSilt£enoQMstelted; ;
I � s�c►�r�nr n�y���r�d��aworkPermitforaAnewy�epa.Afl+:cnune�alrequbenwvitarmes�mssteamDbaa�aa
�aaoP�nrsutz�t�a�a��n�,ro�n,eao�. ,
InueeEter� , �
, FP out�ppScaGon comotetcty. .
i Owner R Conaadar afgn badc o�epp[sadon,roterized • ,
Itorer�'154c�allolloeotCoiomeneemeetfarequls�ed. {AfCuppreeeao�r37500) i
I � "� PugacM(tor u�acomorednq aPovsrotAtGoma�tfor tl�e awna�wauld Da eo�wtt6 notarirsd le@erkvm o�auU��g�e `
ovERiHECOUNiF.RPEli1�VTIiNO (copyafcori§acxreqvhed) �
I Reroofa iEslmrglea Sewets S¢ivi�B UD9�d�A!C Fwloes t�oUSunMEYlFoolaBe) ,
Onrewcyafitat overCe�mr If on puDRe roa�vsye.,aeeae Rt?w '
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I NOTIGE QF dEED RES7R{CTIONS: Ths und��gned understands tl�at this penni#mayr be subject 60 ldaed'�ior►�'j
wt►ich may be mare t�Utictive iban Cou[�ty regulations. The unders�gned��pvneibih'iyy fir compffanes with arry
�Cab1e deed msu{�ttons.
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PtLtC�IZ9ED GQNTF�A,CTORS AHa GOM`i'utGTOR R�.SPQNSIBILITIES: ff tJ'�d'bwner hss fraed a cx�ntnactar cr'
caM►�tois to urtdertake woric.they m�y be reqt�h'ed to t,e fioer,sed in aooardance wMh s�and[oeal regulatia�s. If tfio
contracxor ea noE Bcensed as requtreat by law,hoth the awnsr�nd oonhactar may be cited for a misdarrie�anar violation;
I� under stam I�w I#1he awnar ar Iret�ded conb3oGor are urteartatn�s to what�ensing requiremsnts rn�y apply for the'
� Irtbattded wodc,Utey are advfsed fo cotttat�the Pa�CoUnty Btn'Id�ng Ir�pection t}ivlsron—�F�neireg Sec�on at 727-$47-
I8008. Furfhermore,if 1�e awrier Ftias hi[ad a eantra�tor or oonbactors, h� Is advtssd!.o hav�the ca�sctnr(s) sign;
portions of fhe"con�ractnr�txk"af this appllcatinn foF wtuc�t'fltey wiB be responb�hle. tf Ya�.as tl1e atvner sign��te
i confracta�fhat ma be an indication�af h�Is r�ot �
Y propetty ficensed aod ffi not entlCad�a pertC�#�priv►leg�in pa��;
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'FRANSPORTA7tON IINPACTMfLt17E3 AYIPACTAND RESpURCE RECOVERY FEE� Ths und6n6igneyd unde�slands
that Trar►sporbtlon Impact Fees and Ftecam�e Reodvery F�s may aRPh�ta the c�strut�tan of n�w truild'u�gs�diange of
use a�exlsting builtl'utigs,or expansion of oM�ttng bu�dinga,as specifled b�Pasco Couniy brdinan�e rrumber 68�07 snd,
80-D7,as amar�9. The urx�rsigr�ed alsa unds�stands,fhat such Sees.as may be d�,w�tl ba id�b'�ed at the time of
Pe�mif�n9. It ts furf��understovd that Transpnrtetion tmpacf Fees and Resaur�ce Reoovery Kees must be paid prior to;
recseiveig a'oert�ic�of oocupan�y'ar fmat pow�r release, tf the prajed does not Irnohre a earfi�ca�uf a�ccupancy or;
firrai pvwev release,the fees must be paid prlar w p�rrrat issuanoe. FurlhermoTe,if Pasoo County Wafer/Sewer ImpacEi
fee.a sr�cius,they musE be paid privr to pemdt issua,naa in�ac.wrqar�writh appl'�cable Pasco(:ounty ordinanc�.
Cpt�i81'RttCTION Llh]�f LAW(Chapter 71�.Piarida�atutea,ae amended}: If va{uat3on af wark Is$2,5Dp.pp a mvre,I
' ae�tity that !. fhe appllaant, have been provided wtth a ar�y of the'FloRda �nstcuctkm li� taw—Hameownec'e�
Pro�tian Guide°prepargd by#he Ftarida Depattman#af Ageirx,IGt�e aad Cansumer AfFaa3. If the appfia�nt is somevne�
oth0t tb8n the'awnaf,!certtiEy thst 1 have obiairted A copy af the abave d�ibad document and pmrnise in govd�h fv;
detiver it to the`own��pricrto commencemsnt.
CONTRAC�'QR'SlOVVNER'S AFFEbAVtT: (cet6fy fhat all#te info[matian i�tt�appAcation 1�a�te and thst all wor[c
wIU ba dane in comR6ance whh afl app�icabt�laws regufating oonshucttan,zenfng�nd I�n,d d�relopmerrt Appficatian Is
hereby made ta �btain a psml(t us do work end ir�falfaBon as Indlpted. 1 Certify that no wodc a�i��0ation has,
cartunenced prior ta lssuan�nf�pecmif and that aEt wartc w�l he per�Ormed to meet standards ot all taws ragulabri9
COf13tfU(.'FIOTI�Cauery arui Ci�y wdes� zonirtg regula8ntr6, and land devebpmerd regu[aNvns Yn tt�juttstkiC6orr. 1 alsv
�er�fy that 1 understand Lhat flt�re�utet7ans oi other�ov�rnm�t agenaea rt�aY aPPh'to ihe intend�d wor4��nd thed it is
my xespot�sibility to ldendfy whs#�,ctpns 1 must falce Eo 6�in�nmpGanve. Such agencties inclu�6ut ar+�not Gn�ea to:
- Depattme�t of�mriraz�m�ntal Probectian�6sYlseads,Wd[a�d A�eas and Environmantady Sensitive
Lands,VlfaterlWaistaw�teC Tr�ment
- Sw�t►west Flefda WateP Managemen! �lsbic�WeUs, CYPress Bayheads. Wettand ,4re�s, Altaring
Wateroot�rses.
- Artrty Corps of�n�nc�rrs.�wAUs.U�Cks,Navlgabta Waterways,
- �epartmen4 aF Health & RehabA'�tative SsnricaslEmw+onrt�tat HeaF� Utdt�lle5s, W�r Tr�ft,
S�ptic Tanka.
- US Er►vlro�mental P�6ec�iortAgency-Ash65t05�bapement �
- Fadsr�l Avistion Authvrity-Runways.
1 understand that th�iallaHfiag rest[+c�oc�s apply td the us�af f�l:
- �159 of fil is�rot�t(owe�d�in F[�al Zone'U'°nniesg e�ressh►Pemfit6ad.
- If tl�e fill matat9al f�tp b� �sed in Flaod Znne"A', tt i� urideratood that a dr�inage pJan addrassGig d
�ompensaf�g velum�'wifl be�tbmtttad ac tim�df permil�ins wEi�ch is prepa�d by a pro5�ssion�l eng'meer
rcensed hy ena smE�at�acicta. �
- IF the fi�materfal is to be used in Fbod Zo�t9 A'in oalr�on wilti a perniitt�f buU�ng usCng stam wall
constiuedon,I eer�ity thaf fli f wRl be used otsty to fltt th9 qrea wdhin th�stem waA.
- if tilt mat�rial (s#o be used� anyr area, 1 c�tb7y ��t c�e of such fill wi[I not adver�ely si[dc#+ad�er�nt
Rraper4es, ff us�of filt is Poea►d M advars�ly�sdjacent propetties,the awner ntqy!�cit�rtor violating
the conatibo�of the b�rifde►g permit�sued'ander the aKact�ect pertnit appT�cation.br tat�s Issa tha�t ane(9)
acrawh4c�are e�vated by fill,an estgine�sred drai►=age pian is req�red.
IF!em tha AGENt'FOR THE OWNER,I prom f�e im good failh to iM'am Use owner af tha p�lrtftting cOdd'id"ans set to�Ut ui I
th{s afflda�+it priar ta cx�mmer�r�g aonslrucdon. 1 unale�and fhak a seP��Pg��Y be►�l�Jra�i i�x�lecdricaf worl4
plumb3n���igne,welts.Poofs�air condittoning.9�g.or olher insfaliaftans aot sp�ciflcalty ineluet�d tn thB tppficaEan. It
pertnl!i9sued sttal!he consNted to bs 8 fi�nse fo proaeed with 1he work and r�aZ�dudl0r�y to vio�ete,canc:e(,81ter,or
, sst aside any provisions of�e tecfinlCd)vodes,rws sf�aft i�nce of a pamti$p�nt the Buildmg Ofiiaal ftam thereaRer
requisitmg a wrre�on of error�in�lans,r�stroction or viola�of m�y oodas, �+ery pertnit issued sha8 beaome inwattd
untess tlte work ae�hot�d by such Pemsi�s�nmacu�d within sat mar�af pennit i�uartce.,or iFwork�uthorized by
Ehe permiE is suspendet�'or�ndaned fvr a period of�5c(B)mantbs�Rer the tin�the wak is oammenc�d An exoenslon
may be raque�e2d,in writing,from tl�e Bw'l�ng�fAG12)�r a�od na2 fo e�a�!nineiy(90)daYs and wl�d�neottett�e
' , JustUta61�c�uae for the exUension. If work caas�t'or ntr�r(SO)cm�cutive days,the ja�b is cons�ferad abarutaned. I
, WAR1�tING TO�OYYNER: YOUR FAlLRI��Q tiECORD A NO�fIt:E OF COaAN1ENCHAEtdT 5A14Y R�$qt,7 IN YOlni
E'AV[NC�71fY10E FdR R4lPROVEMEM$TO YQUR PItOPERtY. IF YOU INTEND TO 08TAtUi F'lNA1�tCING,GpHSUL7
W YO R OR Atd A'R'tf EY��� YAU TiCE OF GO !YlEN�lYIENT.
a4omca.�URA'�'(F.s.ea�.os) .
OWNERORAQEI�T �ON'iRA �
enaswon,m(oraeR :e?beco�emethla beatoea��s,No�► a ed �e,xtbs
Yuho�r personaayta�miama��deibed, V+fiots/erepeisonanY �omea;he�haq� � �
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.sa. r',•�c � � ,v•..=;�; ,•`� � , �,.: t'tp�e'y�46f+°
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nta,neotr�raryty�a.�;�redor . • aamemNmmy��ea.n�a�e�ma�a �
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�� City�af Zephyrhills �
� � BUILDING PLAN REVIEW COM�NTS - '
Contractor/Horneowner: , GC../►'t UG� GL �
Date Re eived:
�'1��: � -�iJ'r/t�G/`�" �/` "� ,
Permit T�ype:
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Approved w/no comments. Approved w/the below comments: ❑ I7enied wlthe below comments: ❑
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This comment sheet sha be kept with the permit and/ar plans. �
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Kalvin Swit e Ians Examiner Date Contractor and/or Homeowner
(Required when camments are present) �
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SEE NOTE 2 ��C MAX O C SEE NOTE 2
18"
8,MAX. .. �O.C. i 4��M� (1YP) �MAX. �P� �Pjn� MAXO.C.
�P� �� 4„MAX�P� SEE NOTE 6 �P� � e�� 4�MAX. � �(fYP) SEE NOTE 6
[fYP) � (TYP) �
6°MAX.(fY� I I �MAX.(TYP) I
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I L � I I
• L nnnx o.c. � I � nnax o.c. Le°nnnx o.c. I I m,P O
(fYP)THRU (TYF) (lYP)THRU MAX O.C,
FRAME,12° -I � I MA�X DE��?,' I O I INSTALLATION
MAX O.C.
(TY�W/CLIPS I I INSTALIATION (1YP)W/CLIPS I I ANCHORS TYP.
(SEE NOTE A) I I ANCHORS'fYP. (SEE NOTE A) I I . (SEE NOTE A) I
I I �SEE NOTE A) ' O �� I I . 3„
� O � � T T � �
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INSTALLATION
�( INSTALLATION X I I qNCHORSTYP.
I ,` I ANCHORS TYP. I I
I IQ I 4 I Q I 4
e I � I s � I I ,
— A— C � — — —
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI ANCHOR LAYOUT-(FCANGEI ANCHOR LAYOUT-(FIN1
�THRU FRAME OR C4P(MI160NRV OR W000 OPENIN6) THRU NAILIN6 FlN(WO00 OPENIN6) THRU FRAME OF CLIP(MASONRY OR WOOD OPENING THRU NAll1NG FIN(WOOD OPENING)
NOTES: NOTE:
A WHEN INSTALLING FLANGE UNRS WRH
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8,
� DESIGN PRESSURE IS LIMITED TO 30 PSF:
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM Sl'ACI<TO BE 1/4" IISE SHIMS WHERE SPACE GREATER THAN 1N6"IS PRESENT.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1l4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE
ACHIEVED IN EITHER DIRECTION.
5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A M�N.EMBEDMENT OF 1 3/6"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/B"SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS(INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER
DIRCTION:
7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED T0 2010 FBC 10/12/2011
' • LUCAS A.TURNER,FL P.E.58201
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ,`� �NQRE��T��r ' .r.f
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. t��� �4
� � G �
� 5 ......... � ry
9.INSTALLATION ANCFIOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: „��Gp:•'�,��'��`SF�:,QQi�y� ='�WMUOWS&uoORs
A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) �:' No 58201 �`�7�: 1900 SW 44TH AVE.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �� �*,� '��,+ OCAIA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). . ,y ,
^ ITLE
�'a: :�y- ANCHOR SCHEDULE&NOTES
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE II��I�I� �^�: 3TATE OF �.,� �IES: DR4WN BV• DATE:
�ERS ON F THE RE ERENCE OC MENTS RS FOLLOWING THE CURRENT VROPRIEfARVAND COPFlDENTl4L ��i��T�.'����S D A,:`��:� oDEL 3500 scuE ADE ' owa.No 03/16f09
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), WIN OW SYSTEMSCNOTANYREPRODUCTION WGPARTORA APWHOLEN7T�HOUI THE �'�ss/��� �E��`� SINGLE HUNG _ NTS CWS�66
FMA/W�MA 250(BOX WINDOWS),FMA/AAMA/WDMA 300�EXTERIOR DOORSJ. NRI7TEN PERMISSION OF CUSTOM WINDOW SYSTEM9,INC.IS PROHIBITED. ���I�o�A�1������ REV.LETTER: A' ' HEET z QF I O
-�..-- - -
Overail Flange__J_Unit ______.Overall Flange Width �4.750 26.750 28.750' 32750 37.000 40.750 44,750 48.750 53.725 57.250
Hei ht Hei ht UnitWidth �3.500 25.500 27.500 31.50D 35.750 39.500 43.500 47.500 57.875 56.000
28.750 27.500 Glass T e A +35.0 -70.0 t35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0
32.750 31.500 Glass T e A +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-69.2 +35.0/-66.1 +35.0/-fi2.9 +35.0/-61.3
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -fi9.9
36.750 35.500 Glass T e A +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-69.9 +35.0 -61.9 +35.0 -57.0 +35.0 -53.5 +35.0 -50.1 +35.0 -48.4
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -69.4 +35.0 -633
38.375 37.125 GlassT eA +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -69.1 +35.0 -59.8 +35.0 -54.1 +35.0 -50.2 +35.0 -46.8 +35.0 -44.8
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -67.0 +35.D -61.1
40.750 39.500 Glass T e A +35.0 -70.0 +35.0/-70.0 +35.0/-70.0 +35.0/-70.0 +35.0/-66.4 +35.0/-58.0 +35.0/-51.5 +35.0/-47.3 +35.0/-42.9 +35.0 -40.7
Glass T e B C D E F G H +35.0 -70.0 +35.0/-70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.8 +35.0 -58.1
44.750 43.500 GlassT eA +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -64.7 +35.0 -56.7 +35.0 -49.9 +35.0 -44.5 +35.0 -39.8 +35.0 -36.9
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -66.5 +35.0 -59.4 +35.0 -54.0
48.750 47.500 Glass T e A +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0/-63.2 +35.0 -56.0 +35.0/-49.4 +35.0/-44.0 +35.0 -38.9 +35.0/35.2
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -62.6 +35.0 -55.7 +35.0 -50.5
50.625 49.375 Glass T e A +35.0 -70.0 +35.0/-70.0 +35.0/-70.0 +35.0/-70.0 +35.0/-62.5 +35.0 -55.6 +35.0 -49.3 +35.0 -43.9 +35.0 38.8 +35.0 -35.1
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-68.8 +35.0 -61.0 +35.0 -543 +35.0/-49.1
52750 51.500 Glass Ty e A +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -61.5 +35.0(-55.2 +35.0/-49.1 +35.0 -43.9 +35.0/39.0 +35.0 -35.1
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0_ -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -67.1 +35.0 -59.4 +35.0 -52.7 +35.0 -47.7
56.750 55.500 Glass T e A +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -67.4 +35.0 -59.6 +35.0 -53.9 +35.0/-48.4 +35.0 -43.7 +35.0/-38.9 +35.0 -35.4
Glass T e B,C D,E,F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -64.4 +35.0 -56.7 +35.0/-50.2 +35.0 -45.3
60.750 59.500 Glass T e A +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.7 +35.0 -57.3 +35.0 -51.7 +35.0 -47.5 +35.0 -42.8 +35.0 38.7 +35.0 -35.3
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -62.2 +35.0 -54.6 +35.0 -48.1 +35.0 -43.3
63.000 61.750 Glass T e A +35.0/-70.0 +35.0/-70.0 +35.0/-69.1 +35.0/-61.9 +35.0/-55.6 +35.0/-50.7 +35.0"/-46.4 +35.0/-42.1 +35.0/38.4 +35.0/-35.2
Glass T e B C D E F G H +35.0 -70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -61.1 +35.0 -53.5 +35.0 -47.1 +35.0 -42.3
66.750 65.500 Glass T e A +35.0 -70.0 +35.0 -68.9 +35.0 -65.4 +35.0 -59.1 +35.0 -52.8 +35.0 -48.8 +35.0 -44.5 +35.0 -41.0 +35.0 -37.4 +34.7/-34.7
Glass T e B,C,D,E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -69.3 +35.0/-67.7 +35.0 -67.6 +35.0 -67.6 +35.0 -59.6 +35.0 -51.9 �+35.0 -45.5 +35.0 -40.8
68.750 67.500 Glass Ty e A +35.0 -69.0 +35.0�.4 +35.0 -63.5 +35.0 -57.6 +35.0/-51.6 +35.0 -47.6 +35.0 L43.5 +35.0 -40.2 +35.0/-36.8 +34.1 -34.1
Glass T e B C D E� F G H +35.0 -70.0 +35.0 -67.7 +35.0 -65.9 . +35.0 -63.9 +35.0 -63.6 +35.0 -63.6 +35.0 -58.9 +35.0 -51.2 +35.0 -44.8 +35.0 -40.1
72.750 71.500 Glass TV e A +35.0/-64.0 +35.0/-61.8 +35.0/-59.9 . +35.0 -54.6 +35.0/-49.5 +35.0/-453 +35.0/-41.5 +35.0 -38.6 +35.0/-35.5 +32.8/-32.8
Glass T e B C D E F G H +35.0/-64.2 +35.0 -61.8 +35.0/-59.9 +35.0 -57.5 +35.0/-56.7 +35.0 -56.7 +35.0 -56.7 +35.0/-50.0 +35.0 -43.6 +35.0 -38.8
76.000 74.750 Glass T e A +35.0 -60.2 +35.0 -57.7 +35.0 -55.8 +35.0 -52.5 +35.0 -47.6 +35.0 -43.5 +35.0 -40.1 +35.0 37.4 +34.2 -34.2 +31.6 31.6
Glass T e 8 C D E F G H +35.0/-60.2 +35.0 -57.7 +35.0 -55.8 +35.0 -53.2 +35.0 -52.0 +35.0/-51.9 +35.0/-51.9 +35.0 -49.2 +35.0 -42.7 +35.0 -38.0
80.750 79.500 Glass T e A +35.0/-55.1 +35.0 -52.6 +35.0/-50.7 +35.0 -47.9 +35.0/-45.0 +35.0/-41.2 +35.0 J-38.1 +35.0 35.5 +32.1 32.1 +30.1/d0.1
Glass T e 8 C D E F G H +35.0 -55.1 +35.0/-52.6 �+35.0 -50.7 +35.0 -47.9 +35.0 -463 +35.0 -45.9 +35.0 -45.9 +35.0/-45.9 +35.0 -41.6 +35.0 36.9
84.750 83.500 Glass T e A +35.0 -51.4 +35.0 -49.0 +35.0 -47.1 +35.0 -44.2 +35.0 -42.4 +35.0 -39.6 +35.0 -36.6 +33.7 -33.7 +30.7 -30.7 +28.8 -28.8
Glass T e B C D E F G H +35.0 -51.4 +35.0 -49.0 +35.0 -47.1 +35.0 -44.2 +35.0 -42.4 +35.0 -41.7 +35.0 -41.6 +35.0 -41.6 +35.0 -40.9 +35.0 -36.1
88.750 67.500 Glass T e A +35.0/-48.2 +35�0/-45.8 +35.0 -43.9 +35.0/-41.1 +35.0 39.2 +35.0_38.1 +35.0/-35.2 +32.1 32.1 +29.5/-29.5 +27,6 -27.6
Glass T e 8 C D E F G H +35.0 -48.2 +35.0 -45.8 +35.0 -43.9 +35.0 -41.1 +35.0 -39.2 +35.0 -38.2 +35.0 -37.9 +35.0 -37.9 +35.0 -37.9 +35.0 35.5
92250 91.00U Glass T e A +35.0 -45.7 +35.0 -43.4 +35.0/-41.5 +35.0/-38.7 +35.0/36.7 +35.0/-35.6 +33.7/-33.7 +30.9/30.9 +28.4 -28.4 +26.6/-26.6
Glass Type 8,C,D,E,F,G,H +35.0 -45.7 +35.0 -43.4 +35.0/-41.5 +35.0 38.7 +35.0 -36.7 +35.0 35.6 +35.0/-35.1 +35.0 35.0 +35.0 -35.0 +35.0 -35.0
LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10H 2/2011
`�ti��enaeij�a� Q,���ar�.�svyL
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NOTE: '�JG����• F�'.'�Lfi��,r '"!N7NDOWS&DOOIiS
�-.i� No 582a1 �:�: 1900 SW 44TH AVE.
� '
' OCALA,FLORIDA 34474
1.IF SIZE INTENDED IS NOT SHOWN, .�= ;*_
USE NEXT LARGER SIZE. �� �„a; 1i4 �a� iT�:,
^'9�; $TATE OF ��r: 'EQUAL SPLIT'COMPARATIVE ANALYSIS&ANCHOR CHARTS
2.WHENINSTALLINGFLANGEUNITS fVI/II . � ERIES: DRAWNBY• DATE:
W I T H A N C H O R C L I P S A S S H O W N O N P R O P R I E T A R V A N D C O f�F I O E M N L '�•���'•.�� P.����' 3500 ADE 03/76/09
SHEETB,DESIGNPRESSUREIS WINOOWSYSTTEMSCNOANYREPRODUCTIONNNPARTORASAPWHOLEWITOHOUTTHE ,��l�SS �Rl�•F��\��, ooE�.SINGLEHUNG sc'a�E: NTS DWG.NO. CWS�SGG
LIMITED T0 30 PSF WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. �fl�jQNA;��t�� REV.LETTER: A HEET 4 OF'IO
i
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=:;•a; 4::�y°_.
Applicatton Status Approved
Comments �
Arch(ved i
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext207
• mlafevre@cws.cc
� Authorfzed Signature Michael LaFevre
mlafevre@cws.cc
Technical Representatfve Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
btenace@cws.cc
Quality Assurance Representative ]eff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext221
jthompson@cws.cc
Category Windows
Subcategory Single Hung
Compllance Method Evaluatlon Report from a Florida Regfstered Archftect or a Llcense
Florida Professional Engineer
JI Evaluation Report-Hardcopy Received
Florida Engfneer or Architect Name who Lucas A.Turner
developed the Evaluatlon Report
Florida License PE-58201
Quallty Assurance Entity Keystone Certiflcations,Inc.
Qualfty Assurance Contract Expiration Date 03/Ol/2014
Validated By Steven M.Urich,PE
+i Valldation Checklist-Hardcopy Received
� Certiflcate of Independence FLi63 R4 COI EvalReo CWS-466A(SH-35001.odf �
Referenced Standard and Year(of Standard) Standard Year I�
ANSI/AAMA/101/IS2/A440-05 2005 i
' ASTM E 1300-04 2004 !
� Equivalence of Product Standards II
! i
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1 j 3NOXQj... 3/30/2012
�
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SHEATHING 1](�MIN.EMBEDMENT
BY OTHERS ��
EXTERIOR FINISH INSTALLATION ANCHOR,
BY OTHERS it8 WOOD SCREW
o, [E]
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oo'�'�,
SEALANTBEHIND FIN o°o:
BY INSTALLER •a o,
o,�d 2 BY WOOD BUCK
WINDOW WRAP BY OTHERS
BY INSTALLER '� IA� 2 BY WOOD BUCK
oy o; BY OTHERS
d� [A] �L4',MIN.EDGE DIST
PERIMETER SEALANT �MIN.EDGE DIST [D]
BY INSTALLER �p�
�1/4" MAX.SHIM
�8� 1/4" MAX.SHIM
INSTALLATION ANCHOR, �g�
#8 WOOD SCREW
��
1 1�2"MIN.EMBEDMENT
� [E1
� SHEATHING � o• o•o . b�'
BYOTHERS '�'�°'oo �•o• '�
o•�g ooi• p� �n
EXTERIOR FINISH
BY OTHERS WINDOW WRAP
BYINSTALLER
SEALANT BEHIND FIN PERIMETER SEALANT
BYINSTALLER BYINSTALLER
I„n � �HORIZONTAL SECTION
L1 LJ 10 FIN(WOOD)
1/4" MAX.SHIM
SEALANTBEHINDFW � I��B�
BY INSTALLER �L4"MIN.EDGE DIST. ' REFERENCE NOTES:
[D]
oL�o• (A]SEE NOTE 10,SHT 1
PERIMETER SEALANT �B]SEE NOTE 283,SHT 2
BY INSTALLER [C]sEE NOTE 4,SHT 2
oa o 2 BY WOOD BUCK �E�SEE NO E 8,SHT 2
WINDOW WRAP ',o o. BY OTHERS
BYINSTALLER
[A1 LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10112/2011
eo;b�; INSTALLATION ANCHOR, ti11L791@f�t
EXTERIORFINISH o•°�� ��WOODSCREW ,`w��c�,.�P��REI�. TG*��, '
BY OTHERS ��GP.��,��E�Sfi�.�'���i Y�~'�WIND�ORS
�1�2^MIN.EMBEDMENT -.Ji;� No 58201 •':nP 1900 SW 44TH AVE.
SHEATHING �E� ��i ,�-,*.: i.�y.� OCALA,FLORIDA 34474
BY OTHERS ' w ' = IiLE
i VER71cAL SECnoN �����/i l ��°� ;�; INSTALLATION DETAIL WOOD CONST.
�33; STATE OF �� SERIES: DRAWNBY• DATE:
10 FIN(wooD) y�,�•,,� �� 3500 ADE 03/16/09
PROPRIETPRYAND CODFIOENTl4L i�f�.���R�p A,:`'�',�
THEINFORMATIONCONTAINEDINTHISORAWINGISTHESOLEPROPERNOFCU5TOM I s ��* O�EL. SCALE �WG.NO:
WRITf N PERMISSION OF CUSTOM WINDOW S ST MS,�INC.IS P OHIBITED.��TME ,��l�S��NA;��1��`` SINGLE HUNG REV.LETTER;NTS HEEi: CWS-4BB
A 10 OF 10
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- fy�er�.� "._ f4�� FL# FL5891-R2
r;��c.r.5,����,X:aa Application Type Affirmation
�aa �;��;'�;`��'-�"~�`. CodeVersion ' 2010
,�:�
�" Applfcation Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporatton
� Address/Phone/Email 118 Industrfal Drive
� Edgerton,OH 43517
(419) 298-1740
sjasperson@tttechnologies.us
Authorized Signature Steve Jasperson
sjasperson@tttechnologies.us
Technical Representative
Address/Phone/Email
Quality Assurance Representative �
Address/Phone/Email
Category E�erfor poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect
or a Licensed Florida Professfonal Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Archftect Name who developed the Wendell W. Haney
Evaluation Report
Florida License , PE-54158
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2012
Valfdated By L.F. Schmidt,P.E.
� Validatfon Checklfst- Hardcopy Received
� Certif(cate of Independence FL5891 R2 COI CERT OF INDEPENDENCE odf
� Referenced Standard and Year(of Standard) Standard Year �
Accepted Engineering Practfce 2007
SSTD 12 19gg
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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GENERAL NOTES O � � �m `� �w
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1. This product has been evaluated and is tn complic�nce with the 2A07 Horida Building Code � N � �I o ��
{FBCj struciurat requiremenfs exclucfing the"High Veloeii}+Nurricane Zone"(HVHZ). � � �I Q 4
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2. Product anchors shall be as listed and spaced as sHown on details.Anchor embedment to r
base materiti!shaii be beyond waR dsessing or stucco, m
� 3. When used in areas requiring wind bome debris protection thfs product compfies with
E Section 1609.1.2 of the F8C and does not require a�impact resistant covering.This
� ptoduct meefs miss�e tevel"D"ond eacctudes Wind Zane d as defined in ASTM Ei94d.
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' � d. For2x stud framing constructian,anchDring of fhese unih shall be the same as thatshown o
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5. Site conditions ihat deviate from the details of this drawing require further engirieering
� , analysis by a Gcensed engineet or registered archifect.
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1 Typical elevafions,design pressures&general notes =---- -_ _-__ J���IG�j�"�'E�sG��;;�PSF)' Z
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� 5 . Buckandframeanchorir�q-2Xbuckmasonryconsiruclion INSWING 37.59"X82.19" +67.Q -6�.� ��,�, qL m
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NOiES: � 9 28 � K a �
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e 1. 1/4"Elco Concrete screws anchoring 2x buck requfre a minimum i"clearance fo masonry edges,a 1-1/4"m(nimum embedment and a �� _
minimum 4"clearance to adjacent concrefe screws.Substifufion of equal concreie screws from a different supplier may have different �0 K z �
v edge distance and cenfer distance requiremenis.Concrete screw locations at ihe comers may be adjusted to maintain fhe mfnlmum 27
o p a�: 4 23 OB =
s edge distance to morfarjoints.lf Concrete screw locations noted os'MAX.ON CENiER"must be adjusted to maintain the minfmum o
v edge distance fo mortar jofnh,additional Concrete screws may be required to ensure the maximum on center dimension is not 5� N.T.S. �
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s HINGE DEfAIL LATCH 8 DEADBOLiDEiAIL FL-5891.1 0
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION �� '2 c�_,
4 Inswing configurafion 4 Shown w/1 X sub-buck subslitufing ? o
concrete scraws tar wood screws per o
Section 1714.5.4.2 of the FBC � ~
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