HomeMy WebLinkAbout14-15608 _ ' CITY OF ZEP YRHILLS
�-�" ; 5335-8TH STREET
(si3)�sa o020 15 8
BUILDING PERMIT
� � p�PERIVIIT�INFORIUTATION.: "� ' � F=°' .''`'.L�'OCATION.�INFORIVIATION����:���� �:« ����$
Permit Number: 15608 Address: 3803 LACOSTE ST LOT 145
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-1210
11 500.00 � -� ` "�` �
�-- �, , �..� �. �,�:.-�. ,.
Improv. Cost: , ';�. :=�`���;� y01NNERINFORMATION�� �> �n.�-�� �s;�.���:�<
Date Issued: 8/29/2014 �}1�pName:� NHC-FL115 LLC(THERON, GAIL)
Total Fees: 262.50 Address: 6991 E CAMELBACK RD STE B-310
Amount Paid: 262.50 SCOTTSDALE AZ 85251-2493
Date Paid: 8/29/2014 Phone: (519)979-4135
Work Desc: ROOM ADDITION ; CARPORT & SHE
�`.° x:'CONTRACTOR $ .. . � + ' i i4PPL'ICATION.:FEE$ - ' �``�� � ' '��v"-�
=���°�c - .
SUN STATE ALUMN INC c BUILDING FEE 142.50 ELECTRICAL FEE 60.00
JAMES O MORTON ELECTRIC CO.,INC. MECHANICAL FEE 60.00
BAHR'S PROPANE GAS&A/C,INC.
�
�
t ,- �-� �- 1 �
���
� ''�.���,� " ;f - ' ..31ns �ections Rei:ii�ed ' ' �. y�� ;��,��"�..���.� �n:
::=�����;�� �
FOOTER 2ND ROUGH PLUMB M SC INSULAT ON CEILING
FOOTER BOND DUCTS INSULATED S WER MISC.
' ROUGH ELECTRIC LINTEL ISC MISC.
1ST ROUGH PLUMB PRE-METER i SULATION WALL MISC.
DUCTS INSTALLED WATER ISC DRIVEWAY
, SLAB SHEATHING ISC. MISC.
CONSTRUCTION POLE FRAME ISC. MISC.
REINSPECTION FEES: Reinspection fees will comply w th Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following re sons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections no made when inspections called d)work not ready for
inspection when called e) permit not posted on jo site fl plans not at job site g)work not accessible.
NOTiCE: In addition to the requirements of this permit, ther 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 managemen , state agencies or federal agencies.
"Warning to owner: Your failure to record a notice f commencement may result in your paying twice for
improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
before recording your n tice of commencement."
Complete Plans,Specifications Must Accompany Appl cation.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
,
� �
�
'� CONTRA SIGNATURE PERMIT OFFI R
' PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CAR FROM WEATHER
�
!
� �. I a�S��,, 1
(ti��' 'r nw�a ���
�4 v...... �
�1
�
City of Zeph rhills
BUILDING PLAN REVI W COMMENTS
Contractor/Homeowner: ��+��-����� ''j�t
Date Received: � " �'��
Site: �,.GL(?�cS�Q, �
Permit Type: �(�X ��`S c"� � �'4J't G�`r�i� l�l �'�✓L.��°��---
r
Appraved wlno camments: Approved wlthe belaw ca ents: ❑ I}enied w/the below cam��ents: ❑
,
This camment sheet shali be kept with the permit andlor p ans.
,"� �-�.h� ..,���,
d)l� I 9�91- •
Kaivin Switzer—Pians Examiner Date Contractor and/or Homeowner
(Required when comments are present}
�-
, - c.�y e� ���-1� , - -
, , �����������������������������������������������������������
PASCO PERNiIT SERVICE -' -
(813)788-53�4 Repl:1 24496 Ree: 10,00
FAX1-86�-824��g4 DS: 0. 0 IT; 0.00
08/22/ 4 D. Bonflla, Dpty Clerk
NOB`IC�OF COM1Vg11VIENC�NYIGN'g'
PRUL S 0'NEIL,Ph.D Pp5C0 CLERK B COMFTROLLER
08/ 2/14 13:23a 1 of 1
PermitNo. ' 0 BK 907� P� 852
Property Identification No. �7-y'�a -oZ� Od dd-�QJ'0(J-/pZ/�
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real roperty,and in accordance with Section
713 13 of the Florida Statutes,the following information is provided in this NOTICE OF OMMENCEMENT
I Description of praperty(legal description:) L / � s
a)Street Address: yv �C '
2.General description o�mpr�emen : / � �I
�
3 Owner Information �;L `�
a)Name and address: �p � ,/L° � - 3$03 .�4c S�' �C i( {�L 3 3 3'�-C a �.�. W / 1 �
b)Name and address of fee simple titleholder(if other than oviner) � z („) �R w
c)Interest in property � 7 = Q =� J �
4 Contractor Information •/,, / ,/ }
a)Name and address:� Uy� - .�� • �p y D � �C.(�t /� �� t'4 U � J �
b)Telephone No. Fax No.(Opt. � � � O = Q N �
5 Surety Information � �� � F- w
a)Name and address: � O = z J 0
b)Amount of Bond: y. � {- p Q
c)Telephone No. Pax No.(Opt) E-- W � � U
6 Lender • � � O O ' �
a)Name and address: � W ,
Phone No. �U = �U p
7 Identity of person within the State of Florida designated by owner upon whom notices o other documents may be served: �� � J Q
a)Name and address: p } U m � � ' �
b)Telephone No. Fax No.(Opt)
OC — w � Z O
8.In addition to himself,own°.r designates the following person to receive a copy of the L enor's Notice as provided in Section (� � � LL Q >- W
'ls 7"s(I)(bJ,rlorida Stafutes:- - - �-- - - � J � � } p
a)Name and address:
b)Telephone No.• Fax No.(Op ) �� � � O�
9 Expiration date of Notice of Commencement(the expiralion date is one yeaz from the d te of recording unless a different date is �yy �� Q J w Q
Specified): }- � W � �� J
f`�' S � Z — `�
� Cn �- f- O � � m
WARNING TO OWNEFt: ANY PAXMENTS MADE BY THE OWNER AFTEI2 T E EXPIRATION OF THE NOTTCE OF
COMM�NCEMENT ARE CONSIDERED IMPROPElt PAYMENTS UND�R CH TER 713,PART I,SECTION 713.13, _
FLORIDA STATUT�S AND'CAN RESULT IN YOUR PAYING TWICE FOR IMP OVEMENTS TO YOUR PROPERTY.
' A NOTICE OF COMMI;NCEM�NT MUST BE RECORDED AND POSTED ON JOB SITE BEFORE THE FIRST
COM CTION. I�ORK OR ECORDING YOUR NOTICE�O OCOMM NOU� ER OR AN ATTORNEY BEFORE ���,� �
.` � �
' '�""r`�'' STACIE LYMPI HARTWIG �,
STATE F 1�� ,
s�� MY COMMISSION#FF064897 •° �
COUNT �,
;•',;�o'r'i;,d! EXPIRES Octobe�21,2017 Signatur er er' Au orized Officer/Director/Partner/Manager � d i �'
� � �
(407)398�0153 FloriGallota Servlce.crom �/� _ - ,�� °„_ � � m �
� ��..
c�°"
Print Na aa y�
� r. : �+C� �v a' '�''E
'/ �" / .'rr �.`l'21:
The foregoing instrument was acknowledged before me this f day of 20�Y,by l�1� �/�2f�(/f � " ',� ��
as (t> /'� (t pe of authority,e.g.officer,trustee,attomey � ' '���,�j�
in fact)for E J C (name of pazty on behalf of whc m instrument was executed). � � �
. �� �5..
��i��/G��2� �
' Personally Known_OR Produced Identification x Notary Signature �� Z � ' ,�;
Type of Identification Produced ✓�- Name(print) �/ ��' � /�� ��"`' '�"`��
Verification pursuanl to Section 92.525,Florida Statutes.Under penalties of perjury,T de la at I have read the for.egoing and that
the facts stated in it are true to the best of my knowledge and belief. '
� ,
Signature al Person Si ning Above
FORMSMOC,rv5d2D07
8�I3-7ao-oo2o Gi�ly a1�G�pnyrnn�� , �rr�nti��j.��tu��tuij .
� Suiidinc�D �aarEmen(
Qa[8 RQC�1V�c! �' !�'Z-'��t. • � . �..1 �d"d' �1 c.�/7� �"' �
�� 3�honc�Confiact f r P�nnii�:inc� �� �-__��. �
�!-1'1-!'1-!'1y-1-I'1-1'I-hJ-�----- -- -- -------- -------- --- --- - -------------- ---- -l-i-1-17-1-1-I ------- - -I-I-Pt---- -- -- - -- - ---- =__.----------•
Ownor's IVame �� �' �L/ �/1�f Lth Ovvn�r Phane Number � ' �
Owner`s Address c�c��� L�-ClN� J. • Qwn�r l�hon�Numbet'�' �
rees Simpia Titlri�otrl�r�Name Own�r Pl�ono NutriU�r i� �
Fee Simpte Titiehoict�rActclress ' ' '
JpB Anl]RG5S .3�t�� ' L-��,�'.CX�S�-' �T � � • � L.DT�t �Y`S. .
5Ui3!?iV1S(ON ' - ���tv�'"u' ���-J,� -- I�AP,. ��.1D� a�-7—D� "c�-.� (.1.C1c,3�- ��d��' �b��
, � {OI�TAtNEQ FROIVt PROPGRTY TAX NOTICL)
WORI�C PCtOPOS�D ' NEW CONST(i � ADl�i LT �( SI�N [� MoVG � DCMOLlsi-! .
_ . �, INSTALL . . � f�G!' iR
PROPOSCl1 ll5G'" ' . � SI=I�{ ' �• CO �_ OT!-!E!'� �C.�s�.i n�,.�^'-� �
'f'YPL OF GONSTI�UCTl�N �] I3LOCK � ' C'(�A C ' .0 STG�L � OTI-lER��� �
n�SCe�f�rtor�or-wor�K ' �'ad,h2 G�.a� L� �T/1 ' c1' �—L'' .
C3UILDihI�SIZG /D X 33-� � SQ I'OOTAG� .�3 I•IGi�ht"C ��' m�x•�
� l3UILDING �' j� �"'O������ VA4.UAT ON Or TOTAL CC)NSTC�UGTiOi�t .
r
[� ELC.CTRICAi. ;r , ��{ AMP S� VlGG � ('ROGRCSS�NCRGY • �[ W.I�.E.C.
J ,����
'�j ��..ur�Qw� :c �. __� :�°� ��,sc�P�A�r�rs��v�c�
�{ M�C1-IANIGAL ;�r • VqL,UA lON 01=MEGf iAN1CAL.INSTALLATlOI� �� �����-����
. . � , � , . - $�
0 �A8 [� lid0I=1NC �� SP CIALTY [� OTt-1[R . --p
i=iNf51-i�D FLOOi�ELEVATlQNS �� I=i.. OD zOIVC AR�A �l`GS � O ��"`"`
� � � . ' �
t3t11LD�R � }� 2��� COMPANY � Y�- � - -�� �
slGNATUI�C �� " ' �'' Rc��sseR�n Y! N r-e�curtReN-r Y 1 N �
Adrlross l�ISy �,�-,�.t �.1� �( '• . L.icenselh � � I
GL.CCTRICIAN ` ��f,x /. ``�� COMPAN�f //IID!�}p/� . �[tZ(.�`"�.
SIGNATUR� �\�����-�.' F"��L � ��f ftEGlST�CD �Y/ N PCC CURRtNT Y/N
Actciress. 1��0 � d� �cS�J� G2,- f'" f � • L.icense� ��+ �
. , . . •
I'i»UMJ3GR • GOMnA�IY
SI�I"IATUI�E R�GISTERED Y i R)• FCG CURftEhlT Y/N
. Addr�ss License�
C.-.`' 4� �C�J�f21"t�J f�/�'1 ' y-,��c-_
i{tiCCi-IANiCAI. ' � �,�� GOMPANY
SIGNATUI�� rt�clsT�t�cu Y! N rcc cur-u�cNr Y l N ' .
Adciress �y�� .�` JL f�Y G r` f � .License�t' �� �
OTI-IL-I� . ' , CONlPANY � ��
S1GAIA.TUIiG RCGtS'fGREp � 1`/ N 1=EG CURRENT Y 1 N
Address . �.� ' L.icense�f � (
1i�StD�NTtAG. Attach(2}t�laf'Plans;{2)s�(s of Bullding Plans;(�!)s t af Ei�ergy 1=orms;R-O-W permi�for new consiruction,
Minimum[en(�I O)worieing days afEor sub�nit[ai date. i�equir�d onsifi�,Cons[ruc(ion Plans;Siormwa[er Plans wl Silt t=enco instaifeci,
' Sanitary raeilities&1 clumnster;5it�Worlc Permlfi fio subclivisionsliarc�e projec[s .
COMMCRCiAL Attacii(3)com�f�f�s�fs of 8uiiciing 1'lans plus a l.if Safeiy nac�c;{9)saL af Cn�rgy'1=orms.R-Q-W Permi(far new constructlon,
NlinImum ten(10)warlcing days af[or suUmift�l ciai�. Roquired onsif�,Construefiion Pl�ns,S(ormwat�r Plans w/Slil I=ance tnstalled,
Sanfit�ry i=aciiifies&'i dumpster.St[o u11arlc Permlt�Fo a!!new proJec(s.AII commerciai requirements mus['meeG compll�ne�
' SIGI�!I'�RM1T Attach(z)sets of Gnc�inaorerl i�ians,
*i"''*PROPERTY SURVEY required�fot a1I NCW cons ruction. � � ,
' -1-H-(-I-FI.1-I-t-J-hFhi-i-i-i-I-I-t-hl-i-t-I-t-1-I-i-i-I-i-t-l-i-t-i-1-I-I-i-i-i-I-I-?-I-I-i-H-t-I-i-1-1-i-i-i-i-i-1-i-F-id-I-!i-l-l-l-l-l-l-1-l-l-l-l-1-1-1-I-I-1-I-l-I-I-1-l-1-l-1-I-l-t-I-]-1-I-I-I-I-I-I-I-I-I-hi-1-[-1-I-id-i-i-�-I-i-t-I-t-i-1-I-1-1-I-t-i-t-t-i-t-f-1-3-t-t-i-I
biracfiions:
rI!!Qut��plIaalton cam[�IeCely. � .
ownor&Contraatar sic�n bacic ai applicalion,notarizacl ' •
If over�250D,a Nofiice or Gommencemenfi is rec�uirect. (A1C ui�c� acles ov�r;�50�0)
** Ag�nt(for t1�e contractor}or I'awor of Attornay(�For ih�nwnor)would o som�an�wilh notarized lett�r•from owner authorizinc�same -
•OVGR T[-1C COUNTGR,PZI�MITTIhIG (1=ront ofi Appiication Only) •
Reroofs ' S�wors Sotvice.Upc�r�des A/C 1=encos(i'Iat/SUtv�yl�ootage) .
Driv�ways-Nol over Gounter ii on�uJalic roadways.:needs FtOW
NOTiGG 01=D�GD T�.�STI�.ICTIONS: The•undersic�ned undersfi�ncls fii�at fihis permit may be st�bj�ct i:o"cl��cP'resfricfiians"
wi�ich may be more r�s�rictiv��1»n Co��nfiy r�gulations, TI�� und�rsigned �ssumes r�sponsibiiity�For compiianc�wifii� �ny
a�piic�bie cieecl restrictians.
, UNLiCCNS�Gi CONTI�I�CT�RS .�.ND C�NTT�AGTOI�. C�CSpONSIBI�,ITICS: (fi fihe own�r has l�ired a confiractoC or
contr�ctors to unclerlalce work, �hey m�y i�e requireci�to Ge iicens�ci in �ccordance wit1� st�te �nd lac�i r�c�ulatians. I�f�I�e
conir�ctor is not [ic�nsecl �s required !ay lnw, laofih the owncr �nd contr�ctor may�i�e cited •For � misdem��nor violation
undor sfi�t� i�w. (�F if�e own�r ar fnf�ncl�d con{r�ctor �r� L�nc�rt�in �s �lo wl1�t (ic�nsing requirem�nfis mny ap��ly�for th�
intended wortc,fihey ar� advis�ti to�coni;�tct�th� i��sco County 13uiEding inspecl:ion Divisfon—Liconsing S�c�:iat�"at 727-8�1•7-
SOOJ. 1=�irih�rmoro, if fihe own�r has hir�d � confiractor nr canfir�ctors, i�e is �dvise,d �to ►��ve fi�e cont�-actor(s) sign
porlions a�f'fihe "coniractor f3locic" o�f fihls applic�fiion fior which Ihey wiii 17e r�sponsiUie, .i��you, �s fiii� own�r s"tgn as ti�e
conYractor, 1:#i�! m�y b� �n inclic��Lion 1:haL• he is rioi prop�riy lic�ns�d �nc( is not enfii�[ied i:o p�rmifi[ing privil�g�s in f�asco
Co�tnty. '
TRANSnC7RTATI�N tMl'ACT/UTiLITI�S IMI'ACT.l�N�f 1��S�URC� R�COV�RY I=E�S: Th� undersign�d understancls
tl�aL Tr�nspori�fiion imp7cfi F��s nnd R�co�.�rse Recovery F�es m�y�ppiy i:o fih� consfruction'o�f new buifc4ings, cl�r�nc�o o�
us� in �xisling builclings, or exp��si�n o�r�xistinc� i�uiidings, �s speci�Fied in P�sco CoGinty Orciinnneo numi��r 8�-OT �nd
90-07, �s �m�nd�d. Tl�� ��nderslgned aIso und�rstands, �L•l��t sucl� •F�es, as m�y f�� duo, wi11 iao�ielenEi(�iad �t fhe time o�F .
permitfifng. (t is �tur(her und�rs�oocl �l��l Tr�nsJ�orla[ion 1mp�c� rees �nd I��sourc� l��covcry Fe�s must (�� paid prlor fo
,receiving � "certific�fi� o�F aceu��ncy" or�trn�f power t�efe�s�. 3�f�Lh� pro3ec� does no� involv� � ceriJ�fic�t� ol occup.ancy or
�final pow�r r�le�se, ihe �Fees m�ist b� ��id prior�to permit issuanee. Fur(I��rmor�, iF i��sco Cotmty W�t�r/��wer 1r�p�ct
�F��s�re clue,they musfi be p�ic(prior�to permifi issu�rnce in accord�nce wifl� �npficabl�P�sco Caurity ordinanc�s.
C�NSTRUCTION LILI� L.I�W(Gh�p�ler 7�I�, 1=Iarida Stai:�it�s, �.s �m�nd�ci): 1��vaiu�fiion ofiwarlc is ;�2,50DA0 nr more, i
certi�'y th�fi f, fii7e applicanf, h�v� I���n provided wiLl� � co�y o�f Ll�e "1=Ioricla Construcfion Lr�n Law—I-(amenwn�r's
Prafioction Cuid�" prep�reci l�y fii�e (=lorid� De��rtment o�f Agric�tlturc �nc! Cal�sut-ncr AFC�tirs. I�f 11�� a�plic�nt Is someane
oth�r{han the"awn�r", i c�rfiify that i I�nve.obfi�in�d a copy af�tii� �bove described dacum�nfi�nd promis� in goad�(�Iih to
d�liv�r it to th�"awner"priar fio camm�ncemen[.
CONTRAGTOR°S�O1fVN�P'S A.I=I=IDAVIT: ( cerlifiy�ha�l�ll�11�� ini'armatian in tl�is ap�alication is accurate and t1�afi�11 woric
wili h� done in compiianc�witl� �fi �pplic�l�f� l�ws regul��Ling cansiruc[ion, zoning and lancl clevelapmon�C. Application Is
her�iay m�de fia obtain � p�rmit to do woric nnd instailatiat� �s inclic�t�d. 1 certiFy �lli�t no worit or insi�ll�fiIan has
commencec( priar i:o issuance o�� � permit �nd �t1��fi aii worlc wiii b� perForm�d to meei: stand�rds o�f �il laws regulating
consiruciiot7, County nncf City coc[es, zoning rec�ut��[ions, �nd ianci deveiopm�nt regut�fiions in fih� jttrisdic�ion. I aiso
a�r(iFy ihaf 1 unclerst�nd �lh�i:fih� r�gulations ofi otl�er governmen[ agenci�s m�y a�ply fio �ti�� infiended worl<, �nd fihafi ifi�s
my r�sponsibiiity to ici�ntify wl��t�clions 1 musfi t�k�i:a U�in complJ�nce. Sucl� agenci�s iizclud� but�re not(imit�d ta:
- D�p�r[menfi o���Environm�nt�i �i�rotectian�Cypr�ss Bayh��ds, V1/��{(and Ar��s �ncf Cnvironrnenially S�nsifiive
Lands,W�terlW�stew�fier Tr��ifiment.
- So�tfihw�s� l=lorida W�i�r M�nagemeni Districfi-Wei1s, Cypress 13�yi���cis, Wetiand Are�s, A1Lering
Wafi�rcourses,
� Army Corps o��Engin��rs�-Se�walls, Dacfcs, N�vigal�le Wa1�rw�ys.
- Q�partment o�r I-I�aitli & i��h�i�iiifiafiive ServicesiCnvir-onm�nGa! !-i�alti� lln3t-Wei1s,_ W�stewal�r Tre�firn�nt,
S�piic Tanlcs.
- US Cnuironmental Prot�ciian Ag�ncy Asb�s�tos �I�alement.
- Feder�i Aviatian ActfihoriCy-i�tmtnr�tys. �
I unc(ersfi�ncl ih�t th�i'oilawing resfirictions�ppfy i:a�th�use o���i{L•�
- Uso of�fiff is nafi�(Iow�cl ln �iaoci Zona"V"unl�ss ex(�r�ssiy�ermi�(�d.
- (�f 1:{�o fii!! m�teri�! is to be usecl 1h 1=1ood Zone "A", ifi is �mdersfiooci �[h�l � cir�inage �ai�n acidressinc� n
"camp�nsafiing volume" v�ill be submit�:ed ai:fiimc o�f permifiling whicl� is prc��reci by a pro�ession�3 engineer
iicensed by fi�e S{�fi�o�F Florir��. � .
- 1�T{he '(iii m�fieri�t is to i�e�usecl in F(oocf �one "A" in conn�c�fon uvitl7 � permi[�:�d l�uilding using st�m v+ral!
� construction, 1 cerl•i�Fy�[haL�I�ili wil( b� used�aniy to�Fiii fih� �rea witi�in tl��sfiem wali.
- if..•fill ma[eri�! is fio b� used in �ny �r��, !•c�rfii��y �that use o�F such �Fi11 wiil nofi adv�rs�iy afFect acij�cent
' prop�rti�s. I�f.�t�se o�F�fill is�faL►ricl to adv�rs�ly ��f�fect adjacenL �ar�p�r[i�s, fihe owner m�y be cifiod�tor viol�ting
ti�� condifiions o��i:1�� buiiding p�rmit issu�cl�und�r�h� �i�:�checl �ermii �p�alic�fiion, �far lots less tl�an one ('I�
acr�wI�ich�r� eiev�fi�ci 1�y�Fiii, �n enginecred cirain�g� piai� is r�quir�d.
I�F( am tlle AG=NT l=OI'1 TI-IC OWNCI�, I promise in good�F�iti�fio in�Form fihe owner o�ti�e p�rmitfing conditions set�farth in
fil�is �ifid�vit prior to commencinc� constructian. 1 unclers[and lh�[ a s�n�rafie p�rmii: may t�c required��or�lecfiric�l wori<,
piumbinJ� S1CJ1lSy WG�SIS� pools, air corzditioning, g�s, or ofih�r insfi�llaLions noi:�specific�lly inclucled in tho apptic�tion. A
permit issued sh�ii f�c consfiru�ci ta 1�e � ficerts��o proceed witl� �Iz�worlc ahcl nal as ����hority fio.vlol�te, cancel, �It�r, or
set�sicle �ny provisions o�r fihe fioci�nicai coci�s, nor shaff issu�nc� af� p�rm`r!pr�venf�h� Buifding ��Cficial�(rom fihereafL�r
rc�qtiirinc��correclion o�f errors in plans, consfirucfiion oi-viol�fiions a��any cod�s. Ev�ry permit issuecl shail b�comQ invnlid
uni�ss fih�worlc�utl�orizec! by suel� permit is eomm�rrcecl within six mon[hs o��permit issu�nce, or iF woric aufil�ariz�ti �iy
f1�� permit is susp�n�ed or ab�ndoned�•Gor� p�riod ofi six(6) monfihs a�f�:er th�{ime�Lhe worlc is commencect. An exfension
may UQ requosfi�ci, in wrifiing, �'rom th� Buiiciing'C?��fici�l �'ar � {�eriad nai: La exce�d nin�i:y (9Q� d7ys �nd will demansErale
Jusiifinble c�eiso�For fih��xi�nsion. 1��wor1<ce�s�s�For nincfiy. (90} cansecutiv�d�ys,�Ize job is consicl�r�cl�laandon�d.
1N,A�.Nft�C TQ OWN�P: YOUI�.-r1�;IL.UR� TO P�CO�D .�l NOTtCC O� CO1ViIVi�NCCM�NT I11i�1.'P I�.CSULT IN•Y'01Jf�
PAYINC TWIC�T�'�t�EMT'I�OV�M�NTS Tn YC?UI�.PR�T'��',.TY�. If-Y�I:J INT�ND TO ORT�-lIN T=IN.�1NCiNG, CONSULT
WITI-1 YOUP�.CNt7CP�R.AN I�.TTOI�N�Y 13�3=0i�� PCGOI�.DING YOC3I�NOTIGE Oi= COMM�NC�M�N`C.
rLORIDA JURAT{(=:S.1'(7.03) � .
QW�ICIZORAGCNT • �.5�—�i"`-� CQNTC,�1C7dR���..�, ,� - -
SubsoriUed and sworn to r af�irmed}i� or this Subscri �d d sworn ta or afiCrrmed) e ro m thjs ,
k-,JG3-L�.vy c.f�..e%e___��-"-�� �/=��v �f�G/e �,�(.v'J
Who islaro persona(iy i<nown ta me or i�aslhave procluc��l Who is/ara�ersonally lcnown to me ar has/have praduc�d
as identifc�fion. ---'�—'� as tctentilica(ion.
� !_�),�%�'""c— No[ary C'ublic Noiary PaUiic�
CommissianNo. rvnTa��nTmsrn��.n.R..n La�A �ommissionlVo.
.������,, NOTAKY pLiBLIGSTATE OF FLQRIDA
Suzanne Bahr ,,,,�,,. �.
Name of Nota t ed r(nt�d or sla �G��y�;i';""'"`;���2242014 Nam�of Notary typed,prtnteci or stam�ed: ��Coii?tn,�s��;�»�E044504
rJ' YP �A ,, � ''-, „�'Expi.�rs. ;��UV.22,2414
BOfiDEDTHRi�:11' ;�.�:�DP.`GCO.,INC. BONDEDTHRL;I;.::�;I.BO.I'llLVGCO.,TNC.
n/�°i -�,�n 0�� -n°- �-��z°
S'��'P � .s���-�� .�'h i -�o�
< <os
I
�I �
�I I
-<- ^ - - +�
,�',6 ,�' �o� ,rU ��� , cn� z�� s• �
,
�� � , �
�� �
� �
, ,,,s ( �
. �,
,
� � � � � �
° �; o �� � � � `� � �
� _ � �� � ; � • � I,
N � � M �
� � ,� 'o✓
� ` w
� -
�
� ° .;�"��� ��/k� S � � �
�S� 1�11�'� � v
� °tj�'�O.,11.'
I6Q� 9 � �1��` �-����,���;-„, ,r�' p/ I�
�
�� -� �
� � I
�
�
S��I�I`�i i�:i�T210 S�I i�-1� AHd.�Z. r r� _ I '
I
Qi����CIC��i�I1.�;i��i di'�!OI.I.�'��I`�� � '
�J��IQ7iT!Q�C�I2i0��`�:�����Jia1 u'�i1:i21'� ��
77't�N�',;:ai'�:����r0�Z�'�/z�S'ri�i�h1 Z7�
� � �
�, , ,
J
�CZ��, OZ° -
��—� —�_LS'C�J(�7 �'0��'
r
- �
FORh�S . •
FLORIDA BUILDING CODE,EN RGY CONSERVATION:
FORM 402-2010 Residential euilding Thermal nvelope Approach ALL CLINIATE ZONES
Scope:Compliance}vith Section 402 of lhe florida Building Code,Energy Conservation,shail be d monstrated by the use of Form 4021or single-and multiple-family residences ot three
stones or less in height,additions to existing Pesidential buildings,renovations to existing residen ial buildings,new heating cooling and vrater heating systems in existing buildings,as
applicable.To comply,a building must.meet or exceed all of the energy efficiency requirements on able 402A antl all applicable mandatory requirements summarized in Table 4026 of this
form.If a building does not comply with this method or Alternate Form 402,it may still comply un er Section 405 of the Florida Building Code,-Energy Conservation.
PROJECT NAME: Tlflef'Df'L BUILDER: u,yl � u '
AND ADDRESS: M0.��,�O�B" St� pERMITTING
h r '1 Is FI. 335 OFFICE:
OWNER: �-�'j0.i l r)2rOV+ PERMIT NO.: JURISDICTION NO.:
I Generallnstructlons:
1 New construction which incorporates any ol the foilowing features cannot comply using this m thod:glass areas in excess of 20 pe�ent ol conditioned floor area,electric resistance
heat and air handlers located in attics.Addilions<6U0 sq.ft.,renovations and eguipment chang outs may eomply hy thls method wlth exceptions given.
2.Fill in all the applicable spaces oi the"To Be Installed"column on Table 402A with the informati n requested.AII"To Be Instailed"values must be equal to or more efficient than the
required levels.
3.Complete page 1 based on the"To Be Installed"oolumn intormation.
4.Read the requirements oi Table 4028 and check each box to indicate your intent to comply with all applicable Rems.
5.Read,sign and date the"Prepared By°certification statement at the bottom o(page 1 The own r or owners agent must also sign and date the form.
Please Print CK
1. New construction,addition,or existing building 1 �Ff��-�-�bn
2. Single-family detached or multiple-family attached 2 j n
3. If multiple-family-No.of units covered by this submission 3 �'
4, !s this a worst case?(yes/no) 4. NO
5. Conditloned floor area(sq.ft.) 5. (G�� [�1
6. Glass type and area:
a.U-factor 6a. �•�5
b.SHGC , - fih. O. 30
c.Glacs area 6c. Z� _sq,ft.
7. Percentage of glass to floor area
7. 17 %
8. Floor type,area or perimeter,and insulation:
a.Slab-on-grade(R-value) 8a.R= lin.ft.
b.Wood,raised(R-value) 8h.R=�_ 140 'sq.ft.
c.Wood,common(R-value) Sc.R= sq.ft.
d.Concrete,raised(R-value) 8d.R= sq.ft.
e.Concre[e,common(R-value) - Be.R= Sq,ft.
9. Wall type,area and insulation:
a.Exterior L Masonry(Insulation R-vulue) -
2. Wood frame(Insulation R-value) 9a-1. R= sq.ft.
9a-2. R=�_ 7_5S sq.ft.
b.Adjacen[: 1. Masonry(Insulation R-value) 9b-1. R= sq.ft.
2. Wood frame(Insulation R-value) 9b-2. R c�� O
�� sq.ft.
10. Ceiling type,area and insulation:
a.Under attic(Insulation R-value) 10a.R= ,30 sq.ft. �� Q'
b.Single assembly(Insulation R-v11ue) 10b.R= sq.ft.
11. Air distribution system:Duct insulation,location,Qn
a.Duct location,insulation 71 a. R c �O
b.AHU loca[ion 116.
c.Qn,Test report attached(<0.03;yes/no) 11 c.Test report attached? Yes �
12. Cooling system: '
a Type 12a.Type: C P_i'1�fzi.�
b.Efficiency 12b.SEERlEER: I 3
13. Heating system; , 13a.Type:_��1 e4f" I�a�v+�A �
a.Type 13b.HSPF/COP/AFUE: 7.
b.Efficiency
14. HVAC sizing calculation:attached 14, Yes No
15. Hot water system: �
a.Type � i5a.Type: /� �' '
b.Efficiency i5b.EF•
I here6y certity lhal lhe pl and specificalions covered by the calculation are in compliance vrith the Florida Review of plans and speci(ications covered by lhis calculation indicates compliance with the Florida
Energy Code. Energy Code.Before construction is complet d,this 6uilding will be inspected for compliance in
accordance vrith Section 55 . 8, .5. .
PREPARE�BY• - DATE:_�-o20-r�
CODE OFFICIAL
I here6y certify that this 6uilding is in compliance with Ihe Florida Energy Cade: -
OWNER AGENT• DATE: DATE: >-
C.4 2070 FLORIDA BUILDING CODE-ENERGY CONSERVATION
FO'RMS
TABLE 402A
BUILDING COMPONENT PERFORMANCE CRITEAIA' INSTALLED VALUES:
U-Factor<0.65 ✓
wndows(see Nole 2): SHGC=0.30 ✓ U-Faclo�_
%o(CFA<=20% ✓ SHGC=
S liohls U-Faclor<0.75 %of CFA= •
Doors:Ezterior door U-Factor U-Factor<0.65 ✓ U-Factor=
Floors: Slab-on-grade No requirement R-Value=
Over unwnditioned s aces see Nole 3 R-13 �/
Walls—EzL and Adj.(sea Nota 3): �
Frame R-13 ✓ R-Value=
Mass (see Nole 3)
�Interior ol wall: R-7.8 R-Value=
Exlerior of wall: R-6 R-Value=
Ceilings(see Notes 3&4) R=30 � R-Value= Tesl repoh
Reflectance 025 Relleclance= Atteched7
Yes/No
Afr distribution syslem(see Note 4)
Ductwork&air handling unit: Location:
Unconditioned space Not allowed Test repoA
Conditionad space Attached?
Duct R-value R-value 2 6 ✓ � Yes/No
R-Value=
Air leakage�n On 5 0.03 Q�_
Alr condilionin s stems see Note 5 SEER=13.0 SEER=
Heating syslem
Heat pump(see Note 5) Cooling: SEER=13.0 ✓ SEER=
Heating: ' HSPF=7.7 ✓ HSPF=
Gas fumace AFUE 76% AFUE_
�Oil fumace AFUE 7 / AFUE_ - ,
Electric resislance:Nol ellowed(see Note 5) -
Water healing system(storage type)
Electric(see Nole 6): 40 gal:EF=0 2 Gallons=
50 gal:EF .90 EF=
Gas fired(see Note 7): _ 40 gal: =0.59 Gallons=
Other(describe): 50 g ,EF=0.58 EF=
(1)Each component present in the As Proposed home must meet or exceed each of ihe appiicable performance criteria in order to comply with this code using this method;
otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas must complywith both the maximum U-Factorand the maximum SHGC(solarHeat Gain Coefficient)criteria
and have a maximum total window area equal to or less than 20%oi the conditioned floor area(CFA);otherwise Section 405 must be used for compliance.
Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent.
(3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interiorof wall"requirement must be
met except if at least 50%o(the R-6 insulation required for the"exterior ot wall"is installed exterior of,or integral to,the wall.
(4)Ducts&AHU installed substantially leak free per Section 4032.2.1 Test by Class 1 BERS rater required.
Excepfion:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.72.
(5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 503.2.3(1-8).
Exception:The prohibition on electric resistance heat does nol apply to addilions,renovations and new heating sy'stems installed in existing buildings.
(6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume).
(7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume).
TABLE 402B MAN�ATORY RE�UIREMENTS
COMPONENTS SECTION REOUIREMENTS CHECK
To be caulked,gasketed,wealherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E
Air leakage 402.4 283.Windows and doors=0.30 cfm/sq.fl.Tesling or visual inspeclion required.Fraplaces:gasketed doors& �
outdoor combusfion air.
Ceilings/knee wails 405.2.1 R-19 space permitting. �
Programmable thermostal 403.1 1 Where forced-air furnace is primary system,programma6le thermoslal is required.
Air distribution system. 4032 Ducts in atlics or on roo(s insulated lo R-8;other duc[s R-6.Ducts tesled to O,=0.03 by a Class 1 BERS rater. �/
Heat lrap required for veRical pipe risers.Comply with efficiencies in Table 403.4.32.Provide switch or Gearly'
Water heaters 403.4 marked circuil breaker(electric)or shutoff (gas).Circulaling system pipes insulaled to=R-2+accessible manual
OFF switch.
Spas and healed pools musl have vapor-retardant covers or a liquid cover or other means proven to reduce heal
Swimming pool&spas 403.9 loss except it 70%of heat from site-recovered energy.Oft/timer switch required.Gas healers minimum Ihermal
effcienc =78q 82%afler 4/16/13.Heal um ool heaters minimum COP=4.0.
Sizing calculation peAormed&atlached.Minimum efficiancies per Tables 5032.3.Equipment efficiency verification
CoolingRieating equipmenl 403.6 required.�Special occasion cooling or heating capacity requires separale system or variable capacily syslem. ✓
Eleclric heal>10kW must be divided into two or more sla es.
Lighting equipment 404.1 At least 50%of pertnanentiy installed lighting fiutures shall be high-eKcacy lamps.
2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION C.5
� � Florida Building Code Online ' ' Page 1 of 2
-� ,� �{�- �. _ _ ��u = _ _ _
-`.r����d.d-�`=�'y�. 1..'�.i�'s��"�5� �f'{-}i� �"..'i.N��aY J=i�"'.-�4� rF���.`-��{ f. � __:
_ �i t.ei�.'�.-�.'�` 4�, r�- d ��� -•��_i*. C:'�.'_` ��c�'j�fp4_� yGi��.`• _ �y■�
� u ER.r �-R� ����^'F�:�(. ���4�^ i-` .1� .:-.
;b.-, . ' ;=+�B.LV�"2':�i!vs-�`t'�y��� �'�"'�: �. r�� - ,ar"�-+"Y'�' ►+
�` '-r.�, .-... +� . "'"�'.�';4-Ji4sy��y�.-e.f�"_�'�e%'.-.,;'�f:`z >'��i �. °'
:� "r'y.2v..' ���'s`-`.'.�'3_ Jw. �;� .',s' '�"n�k��:�:��-.s�°�i33�>y'��` ,.';;.� ,jv :t°_s'3 _
. . r��,�
� o "". y' � _ ' ;q rrt"-� �� � . .'� '�3.
.�
Q -'x„' �
.� p � ��_�, d ' Q � • ' 1 + B ����i, r �� ... ` < . �- _
fii ,,{3�,^'-i.J � �'L ��a �?:� �1�, �e y� " ��+l+t'}�� y.gr }+T�.a�.4�" � — _
'S rt� �� _ :�� � �v+t.°��'{E'�-# i!.?'� ��,
` - �1 :•• 1 •: •
Florida Oepar`iment� BCIS Home Log In User Registratton ;Hot Topics" Submit Su harge Stats&Facts �Publiptions �FBC Staff �BCIS Stte Map �Links ;Search
Busines /� - �
� Professi�i�al ��'_" product Approval _
�USER:Pubtic User
Regulation
Product Aooroval Menu>Product or Aoolf[ation Search> Ilcati Lis >Application Detail
.�� =_r�y-� e�;a�,,�. FL# L163-R4
�%���'��
�i�;�� •�,.s!�,�:�-;�.,,�� Application Type evision
�`�ea'o�,�_ T��'���,�._ Code�Version 010
�.'�'.':�,s..>-?��
''� ''�`-`�`��'"'��" Application Status pproved
Comments
Archived
- Product Manufacturer ustom Window Systems Inc.
Address/Phone/Email 900 SW 44th Avenue
cala, FL 34474
( 52)368-642Z Ext 207
• lafevre@cws.cc � -
Authorized Signature ichael LaFevre
lafevre@cws.cc
Technical Representative rian Tenace
I Address/Phone/Email 900 SW 44th Ave.
cala, FL 34474
352)368-6922 Ext 291
tenace@cws.cc
I Quality Assurance Representative eff Thompson
Address/Phone/Email 900 SW 44th Ave.
cala, FL 34474
352) 368-6922 Ext 221
j hompson@cws.cc
Category - fndows
Subcategory � ingle Hung
_ .
Compliance Method valuation Report from a Florida Reglstered Architect or a Llcensed
lorida Professional Englneer
�'; Evaluation Report-Hardcopy Received
- Florida Engfneer or Architect Name who ucas A.Turner
_ developed the Evaluation Report
Florida License E-58201
Quality Assurance Entity eystone Certiflcations,Inc.
Quality Assurance Contract Expiration Date 3/OS/2014
Validated By teven M. Urich, PE
4�' Validation Checklist=Hardcopy Received
Certificate.ofIndependence L163 R4 COI EvalRe CWS-466A SH-3500 . df
- Referenced Standard and Year(of Standard) tandard � Year
, NSI/AAMA/101/IS2/A440-05 2005
� , STM E 1300-04 . 2004
Equivalence of Product Standards
. http://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDquJBMjgU1j3NOXQj... 3/30/2012
A �18 SEE NOTE 2 MAX O.C. 18� SEE NOTE 2
MAX O.C. 1 �7yP) MAX O.C. �
(fYP) 4"MAX. 1�i"
6"MAX' �yp) 4"MAX' 4-M'4X• CfYP) MAX O.C.
�P� mP� SEE NOTE 6 �P� � 8 � P
��"» 4"MAX. 4"MAX. � � SEE NOTE 6
(-n'P) �— .� — crvP) —}—
-- ---- I -
s����� I � 4.��x�-yP� I �
� �
� I I � I •
I I L I I L
�$MAX O.C. I I MAX O.C. ]�.MAX O.Q I , I MAX O.C. O �
(TYP)THRU I I (TYP) (lYP)THRU I O �yp) ,
FRAME,12"
FRAME,12"
MAX O.C. M��•C• INSTALLATION �
(fYP)W/CLIPS I I INSTALCATION (fYP)W/CLIPS I I qNCHORS TYP '�
(SEE NOTE A) � � ANCHORS TYP (SEE NOTE A) I I (SEE NOTE A) , .
I I �SEE NOTE A) , O � I �
O i �
L � I � � � � � li
4. '" I I �— I I
� � , � � X � X
�( X INSTALLATION ,
I ,` I ANCHO STTYP '` �I I ANCHORS TYP
i 4 i 4 i 4 i 4 �
ai � ia � i
-- A— — C � -- — --
ANCHOR LAYOUT-f FLANGEI ANCHOR LAYOUT-(FI Nl ANCH OR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FINI
THRU FRAME OR CLIP(MASONRY OR WOOD OPENING) THRU WJLING FIN(WOOD OPENING) THRU FRAME OR CLIP(MASONRY OR WOOD OPENING THRU NAILJNG FIN(WOOD OPENING)
NOTES: . NOTE.
' ' A WHEN INSTALLING FLANGE UNITS WITH
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 STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT I
3,LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. '
4.3/16"DIA.ELCO ULTR,4CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"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 MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7!8"SHALL BE ACHIEVED IN EITHER DIRECTION. I
6. #B 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 INSTALIATION.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. I
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED TO 2010 FBC 1 011 2/2 0 1 1
LUCAS A.TURNER,FL P.E.58201
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ���tni�if��
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,```�y�PNORE4H TG�%i r:` /
9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �� P����G E NS'•.,�Q �i� `�'���
A.WOOD-MINIMUM SPECIFIC GR,4VITY OF G=0.55(SOUTHERN PINE OR GREATER) . V � F 2�� �"'w�xoows&nooxs
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �-J;� No 58201 .:�p: 1900 SW 44TH AVE.
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). � �7' �*� * ��,.� OCALA,FLORIDA 34474
G �,a: :�Y tr�e:ANCHOR SCHEDULE&NOTES •
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE (�/�I/Ir �9: STa7 E OF .�� ERIES: ORAWN BY� DATE:
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT '��'• ,c '��� 3500 ADE 03/16/09
PROPWETARYAND COPFIOENTAL �T�• P �
FMAlAAMA1 0(FINWINDOWS),DMN�AAMA200(FLANGEWINDOWSJ, IMNDOWS Y SiEMSIN MANYREPRODUC�NN GPARTORA AWHOLEWI�HOUTTHE '`��j�sS�ORS��(y``� ooe�.S I N G L E H U N G SCALE: N T S �WG.NO. C W S�F>B
H 4, �NAI-
FMA/WDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXTERIORDOORSJ. 4�RITTENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. /tl���������\�� REV.LETTER: A HEET z(�F'IO
SHEATHING 1]l2 MIN.EMBEDNIENT �
BY OTHERS ' �E� �
EXTERIOR FINISH INSTALLATION ANCHOR,
BY OTHERS #8 WOOD SCREW
o, �E]
,o,
oo'�'�;
SEALANT BEHIND FIN :
BY INSTALLER �•d o,
o,.d 2 BY WOOD BUCK
BY OTHERS
WINDOW WRAP �dq [A] 2 BY WOOD BUCK
BYINSTALLER BY OTHERS
�Pd� [A] 1!4'MIN.EDGE DIST
[D]
PERIMETER SEALANT _ � �/4"MIN.EDGE DIST
BYINSTALLER �p�
1(4" MAX SHIM
' �B� 1/4" MAX.SHIM
INSTALIATION ANCHOR, �g� -
#8 WOOD SCREW
��
�1�2"MIN.EMBEDMENT
� [E]
' � � • o•o
SHEATHING o. b d'�
BYOTHERS �,�:obo;�;'
• o• o
EXTERIOR FINISH
BY OTHERS WINDOW WRAP
BYINSTALLER
SEALANT BEHIND FIN PERIMETER SEALANT
BYINSTALLER BYINSTALLER
� � HORIZONTAL SECl10N
�V� 1D FIN(WOOD)
1!4" MAX.SHIM
SEALANT BEHIND FIN �[B�
BY INSTALLER ]4L"MIN.EDGE DIST REFERENCE NOTES:
o �p� ,
ob9'e• [A�SEE NOTE 10,SHT 1
PERIMETER SEALANT [BJ SEE NOTE 283,SHT 2
BY INSTALLER [C]SEE NOTE 4,SHT 2
o;� [E�SEE NOTE B,SHT 2
oo� 2BYWOODBUCK [1
BY OTHERS
WINDOW WRAP �,o o• [A] LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10/12/2011
BYINSTALLER
�o.° #8 WOOD 8CREW CHOR, , ����`�SyD RE��'���* / �,/����
EXTERIOR FINISH ° [EJ ���y P• , r(i��� t}-+ {��GGGGWS'YL
BY OTHERS ��GP�•��G E NS�.,�Qy i ,.+:`�y1NDOWS&DOORS
1 1�2"MIN.EMBEDMENT `—Ji;� No 58201 '��: 1900 SW 44TH AVE.
�7 • ' OCALA,FLORIDA 34474
SHEATHING [E] d� =i�': * ;*_
BY oTHERS ' =.a: :�� ir�E: INSTALLATION DETAIL WOOD CONST
� VERTICALSECTION I������ :9�, STATE OF .�+' �iES: orinwNar DA7E:
to FIN�wooD) ;0,�•,.,� P:��� 3500 ADE 03/16/09
PROPRIETARYANDCOFFIDENTI4L �j C O \ �
THE INFORMATION CONTAINED IN THIS DR4IMNG IS THE SOLE PROPERTY OF CUSTOM �i�S��'�R�•��G�� ODEL. SCALE: DWG.NO:
WRITTENPERMISSIONO�STOMWINCDOWSYSTMS,�INC.SSPRO�IBITED.��THE ���4Sf�NA;ti?���� SINGLEHUNG REV.LETTER:NAS HEET �OOF10
,
.
_
Overall Flange____Unit.__ __ _____Overell Flange Width 24.750 26.750 28.750 32750 37.000 40J50 44.750 49.750 ' 53.125 57.250
Hei ht Hei ht UnitWidth 23.500 25.500 27.500 31.500 35.750 39,500 43.500 47.500 51.875 56.000
28.750 27.500 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 -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.D +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0
32.750 31.500 G las s 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/-62.9 +35.0/-fi1.3
Glass T e B C,D E F G H +35.0/-70.0 +35.� -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 -69.9
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 -63.3
38.375 37.125 Glass T e A +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -68.1 +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 +35.0 -61.1
40.75D 39.500 Glass TYpe 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/-473 +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 Glass T e A +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
49.750 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 -493 +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
52.750 51.500 Glass TY�e A +35.0 -70.0 +35.0 -70.0 +35.0/-70,0 +35_�0.0 +35.0/-61_5 +35.0 L55_2 +35.0 L49,1 +35.OL43_9_ +35.0/-39�0 +35;�5.1
� 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 Type 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 -433
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 GlassT eA +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 8 C D E F G H +35.0 -70.0 +35.0/-70.0 +35.0 -693 +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 T e A +35.0 -69.0 +35.0 -66.4 +35.0 -63.5 +35.0 -57.6 +35.0/_51.6 +35.0 -47.6 +35.0 -43.5 +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 T e A . +35.0/-64.0 +35.0/-61.8 +35.0/-59.9 +35.0/-54.6 +35.0/-49.5 +35.0/-45.3 +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 -601 +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 B 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 G las s 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 -38.1 +35.0/-35.5 +32.1/32.1 +30.1/-30.1
Glass T e B C D E F G H +35.0 -55.1 +35.0 -52.6 +35.0 -50.7 +35.0/-47.9 +35.0 -46.3 +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 87.500 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 B 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 91.000 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 B,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 10/12/2011
,,����`PNpRE4Y�T�i��� x ,. C.yti%1�GLlsvYG
`:Gp-`':��G E NS�G�Qti� � ",,:�{y�NDOWS&DOO[LS
NOTE: �W f� No 59201 •�:�P 1900 SW 44TH AVE:
1.IF SIZE INTENDED IS NOT SHOWN, �y �*.: :i.: OCALA,FLORIDA 34474
USE NEXT LARGER SIZE. xo�- �.o: * ' = ir�e:,
;a'� 'EQUAL SPLIT'COMPARATIVE ANALYSIS&ANCHOR CHARTS
2.WHEN INSTALLING FLANGE UNITS %g'. STATE OF ,rL.
IV III� r Q. �(V� ERIES: DRAWNBY� DATE:
WITH ANCHOR CLIPS AS SHOWN ON PROPPoETARYAND COnF10ENil4L 4'n'•� P'�� 3500 ADE 03/16109
SHEETB,DESIGNPRESSURE IS THEINFORMNTIONCOMPINEDINTHISORAWINGISTHESOLEPROPERTVOFCUS70M f�I�S���R�0'��C)�`��� ooE�.SINGLE HUNG SCALE: NTS �WG.NO. CWS�F)B
LIMITED T0 30 PSF WRITf N PEftMIS 10N O�STOM WINDOW SYST MS,�INC.SS PROH BREDHO�TME �''�.Si��NA„�?�,` REV LETTER: A HEET 4 0F 10
' � Florida Building Code Online . Page 1 of 3
_ -. ... _.;�.,�_,.�._ . . —. �a..�,.�, .�•,-�_-�r � •�-�-��
i �„ . '' �, «�.,�.�d., ;.
; .�-�.��.:R,=�;:��:,��. �� . - - � . . . �-�;n� �'�.��� ;fi�:;; t���!.
: ,f��x���:� �:�:`��x�;��°"�' ;�.,���'',4.°;,:,':'f� t';�.�,' �;�`'.� '� � l �.'°�,`, s!��;,t
� ��` �. � � ���;�` �:::�=n g
�..� :��.�: .��.��r�w�..�����,��_ �.���:.�.���._� _ � , ,.�.����.�
�`��.�_ — ���_�.�. - ���',._�__._��___ ` � ° � -=-- -.
F::�___._ � :.a ����_�°<��; ��'�,� :�� ����:�-
��.,...,_�. _.�:.:��:�� ;.�'��1
����:.;:i.'•,q�> > ••� BCIS Home Lo
:�,'}1^.���w�;: g In ; User Registration Hot ToD�� ; Submit urcharge StaLS&Facts i Publications ? FBC Staff ; BCIS Site Map j Links Search ' -
Z��.
�•.:� .
Busines���;�� -
Professibnai �;?ij '�'USER:pubrApproval
��C��1���IOC7
Yi�l':�LY4iu�i41L"i�iGY4� Produc[Aooroval Menu>Product or Aoolication Search>A Iication is >Appliwtion Detaii
�s-�r�� p
��:��,,`�,�'.�,'��i?;�`' ! FL# FL4904-RS y !�/y, ,3
::a�.a•��:a:�`n"`'°�, � _.
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived �j ,
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
� (615)441-4258
sschreiber@masonite.com
Authorized Signature � Steve Schreiber
' sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurence Representative
Address/Phone/Email
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies '
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
� TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/12/2011
Date Validated 03/18/2012
Date Pending FBC Approval '
Date,4pproved 03/26/2012
https://www.floridabuilding.org/pr/pr_app_dtl.aspx param=wGEVXQwtDqteluIwHNbb1S... 7/30/2014
, �
[�"����LCl.�•C?��l�•��•., o �
U p
� SIDE-HINGED WOOD-EDGE STEEL DOOR UfVIT z p�
8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES I 149'MAJ(. OvERALL FRAME WIDTH �
21" MAX 36.375" MAX. p J
D.L.O. PM1EL W10TH- 37.5" MAX. z �O
W/ASTRAGAL I I��+ME WIDTH �
W O�
GENFRAI_ N07F.5 z �-U
1 EVALUATED FOR USE IN LOCATIONS nDHERINC TO � � � �
THE FLORIOA BUILDING CODE M!D WHERE PRESSURE w L�t
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ~ �U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, z �
OOES NOT EXCEED THE DESIGN PRESSURES LISTED. � o � °-F-
m ry ¢ (n
2. IIURRICAN[ PROTCCTIVE SYSTEM (SHUTfERS) IS NOT REOUIRED ON ^ o, � W
OPAQUE PANELS, BUT IS REQUIRED ON GIAZED SIDElITES. � ' S
�
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = X =
ACCOROANCE WITH SECTION 2220 OF THE FBC. � �O w
4. POLYUREfHANE CORE FLAA�E SPREAD INDEX OF 50 � � p a
AN❑ SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. � � a
�W g
5. PLASTICS.TESTING OF LITE FRAME MATERIAL•' � � � °o¢° ��
TEST OESCRIPTION DESICNATION RESULT � a o'•'} z
SEIF ICNITION TEMP ASTM D1929 740 'F > 650 'F �o'�^m�
RATE OF BURNING ASTA1 D635 0.77 IN MIN ��W w �
SMOKE DENSIN ASTM 02843 13.47. Q=� ��c�
TENSILE STRENCTH! ASTM D6J8 7.50% DIFF ��$o � '�
• COMPARATIVE TENSILE STRENGiH AFTER WEATHERING �. ° �
4500 HOURS XENON ARC METHOD i � �
- a a
NU1N
�A(IdUlll�0 N1�� UI Vl U1 m
QOUBLE DOOR UNIT W, SIDFLITES
CeAificalion No. e e-2 y Z
RevieNCd By.
�aleReview�f,, � �
U �
li.w w
� � � � � � � � � � � � � � � � g�� o
N
p2< �
ro
� �• � � � � � �• � , •� � - � �• � � � � 0�o N O
�INCLE DOOR UNIT DOUBI� DOOR UMI7 SINGLE DOOR UNIT SINCLE DOOR UNI7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELI7E WITH SIDELITE w�v�
WIiER[ WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REOUIRED TO BE 159 OF DESIGN PRESSURE onTe: 7/11/05
CONFIG MAX VJIDTH INSWING OUTSWING INSWING ' OUTSWING ,/y / srxE:
TABLE OF CONTENTS X 37.5 +.70.0 -70.D +70.0 -70.0 +79.0 -19.0 +70.0 -70.0 {�7 {. � N.T.S.
SHEET /( OESCRIPTION XX 74 +45.0 -50.0 +50.0 -45.0 +19.0 -79.0 +45.0 -45.0 owc.er: SWS
1 NPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 CIIH.BY;
2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +45.0 -50.0 +50.0 -45.0 +79.0 -19.0 +45.0 -45.0
3 ANCFIORING LOCATIONS & DETAILS OXXO 149 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 KURT BAL7HAZOR oruwiNC rvo.;
' FLORIDA P.E. DwC-MA-FL0129-05
' //56533
SNEET 1 0� 3
� u�
O �
6" SEE DETAIL � -6" � O
3�• _ E' � 3•, � � 6„ 6., I_ ¢ Q CCl
� 3,. I 3. 3��- -3" �3� � .1— O
Z ��
� � � � � � � � � z v_�o
- I`6„ 6.,I 6�.� - I - � ��
6" �� � _ _ , � QQ
� 3„_ N z a�
n r.
- � ul ,7. T
N 1� N , h N F- Lj7'�`
_ � _ _ Z ��
O p n � ��
Q
Q SEE DEfAIL - ¢ ��
N � .�p�� _ � �
- - � r - -
J J
Q J
N 0 � _ N
W W � �
I _ _ � fY V — _ I � z �n
� O ._ �'j$ O
� � _ �o �
B B a B � SEE DEfAIL �°��-1 � �i a
SEE D IL o-" ��� S�� m �o
A N �,C�� — A �A -- _ — _ c� N o`�-y '� ��f -
z oo ¢ T
. �oo � �
6�� 3., _ C --�-�G1 Q . 3 0
io `/ _ �-
6�• - 6� _ ¢ �
a a
i I I I I I I � � �n�nv,}
�
_3,�
I , . I wrninm
3��'_'I 3" 3" , I_ 3.,I --� -6' 6' ��-
3„ 3.� f � O
6" SEE DETAIL -6" �
_ „F„ �
Adderd�m lo NA641 ``�`''
�H V
�CfIIBCdIIGII�'�0.' A1 I n o L 6-J2�1 U a Ua1 Z
Reviexed Br / J�o �
DaieRevi ��[1,i.< ASTRAGAL RETAINER BOLT HOLE �N o �'
#�� x 2 �{8 x 2-1/2" MUST BE DRILLED THROUGH o�o �
, ° THE THRESHOLD & INTO THE
#g x 2_��2" #10 x 5/8" � STRUCTURE DEEP ENOUGH �oo
.#10 x 1=3/4" FOR A 1.375" THROW � �'
, O�N��Q
#8 x 2-1�2„ 7�`10 x 2" #10 x 3/4'� DETAIL "F" ASTRAGAL ' o��a�
IG (1/8'TEAIP GLA55) ^
O #�Q x 5/8� DETAIL ��E� ASTRAGAL DOW 995 W/OPTIONAL DECORATNE INSER7
FRAME DOOR ALUM, STEEL OR BUTYL SPACER
/ ATTACH ASTRAGAL RETAINER BOLT 1/2' BITE W o�o
STRIKE PLATE TO FRAME Z •
DETAIL "C" AS SHOWN �B6 X 1-1/2'PHS
DETAIL "0'� TYPICAL DATE: ]���/OS
..•.��_�.
I 0.962°I •':,A;t•i S��E: N.rs.
��''"`'• owc.or: SWS
,.a�T� .�.� � '.~f'�v CHK.6Y:
DOW 995
:.'A„(::
OR0.WING N0.
INSWING THRESHOLD OUTSWING THRESHOLD �'� �"�R�4R DWC-MA-F�0129-OS
TYPICAL GLAZING DETAIL SHEET 2 or 3
SEE DETAIL '
��E�. SHT 2� 6° — — —6" � �
—6" 6"— — ' 3" — — 3" O �
� —{
� � 3., 3„_ _ _3 3" I— I 3.• I � �J� � �
�
II II I II I II I z �
' 6„—I———6,� — — I 6.� 6,._I — I O �J
I I r - Q �
� 3,. 3., I� z �O
� �
���i, �n W Q
N I� N
� — ^ — — � �U
I � Z
Q W � �
��
� SEE DEfAIL a � �I—
- — "D" SHT 2 — � � w
� ¢
'° ¢ � �
N � �
Q W
W �
J W
W U �
— — � — — O
� �
� r ��'O h
B B B �oz �
SEE DETAIL �w� K tn
���_ ___(� �_ �� � �
A N ��C" SHT. 2 =� �:J — — `J L.'l — � °oo m �
3 � �o
���\�- �W W Z
�/ � �o� ¢ _�
3' 3'
6"— — — —6" 6' 6' � �.�`�`o S o �d
�� �� � � � r � �� � � � � � ¢
, , a a
3 '� �� �I— I—
� �
— — SEE DETAIL 3 6'3 � � 3 6.3,. 6,. 3•' 3 c3n t�n cn m
ATTACHMENT DETAIL "F" SHT z
z
0
1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �
SIGNEO AND SEALED BY LUIS R. LOMAS, PE pddeM�anloNPMI � �
(FLORIDA #62514) WITH THE LOWEST (LEAST) c���� ^^ o �y �Q¢
FASTENER RATING FROM THE DIFFERENT FASTENERS 1.z5" " g o� �
BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN I � �• ;M.�" DaeRe��BY �/ ��'' J�"' o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ° �'
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL I SHIM ��Q �
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��— �— r;�; HARDWARE SCHEDULE ��a
LOCATION TAPCON EDGE DISTANCE MIN 2-1/2" ��' 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��o
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE yT� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED ^�,�
FJ PIN[ ON CONTINUOUS I-IEAD AND SILL UNITS. BACK TO TYPICAL MASONRY °'N.-a
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG ANCHOR INSTALLATION ` A T 1 0-1/2" C EN TE R L INE. �^N o
CORRUGATEO FASTERNERS LOCATED 3" FROM EACH END 1a KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND -
AND MAX 7" 0 C. OR {�10 X 2" FLAT HEAD WOOD . � ', � SERIES 980 GRADE 1 DEADLOCK HARDWARE TO B[ INSTALLED
SCREWS LOCATED 6" FROM EACH END AND MAX 12" 0 C. ° ' AT 5-1/2" CENTER�INE WITH 8" GRADE 1 (ANSI/BHMA A156 16) �,,o�Z
1.50°— SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ^^�N I —0�25° DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM
ANSI�AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 5H M oarE: 7/71/O5
OF 1-1/2" MINIMU�v1 EMBEDMENT. THE TAPCON MUST ACHIEVE I 2. 4" X 4" FULL MORTISE BUTT HINGES scn�: N.T.s.
MINIMUM EMBEDMENT OF 1-1/4" ��— I— _JY:; owc:er: sws
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO . :�+.�?� CHH.BY:
TRANSFER LOADS TO STRUCTURE.
ORAWING N0.
5 MINIMUM DESIGN VAIUE STRENGTH OF ANCHORS 171 LQS. TYPICAL WOOD BUCK DWG-M�-FL0129-OS
ANCHOR INSTALLATION SHEE1 3 0, 3 I
— — i
I
, •,
EXISTING RECOMMENDED ALUM FLASHING I HEREBY CERTIFY THAT]HAVE REVIEWED
ROOF 12" APPROX UNDER DRIP EDGE THIS PLAN AND FOUND IT TO BE IN
ROOF SPANS for ENCLOSED ROOMS 25 PSF COMPLIANCE WITH ASCE 7-10 AND SECTION
8 X 1/2' CORROSION RESISTANT 14Oult = 110ead EXP — B HEADERS SPAN JACK 1003(EXISTING BLDG. OF THE FLORIDA
MAXIMUM SPAN 0 BEARING WALL SIZE W' STUDS
_________ ��ALL PURPOSE SCREW BUILDING CODE 2010
3"x12x.024" ALUM PANS 10'-0" SUPPORTING (2) 2"x4' 4'-4" 1
COMP. PANEL ROOF
HOST BEAM— i
3"x12"x.032" ALUM PANS 11'-D" (2) 2'x6" 6'-4" 1
3"x12"x.26 GA GALV. STEEL PANS 13'-2" (2) 2"x8" 8'-0" t
3"x4'x.024" COMPOSITE PANELS 11'-2" (2) 2"x10" 9'-6" 2
3"x4'x.032 COMPOSITE PANELS 12'-11' (2) 2"x12" 11'-6" 2
DBL. HEADERS W PLWD. SPACER, GLUED &
I I FASTEN PANEL TO HEADER CHANNEL /"
4"x4'x.024" COMPOSITE PANELSNAILED W/16d NAILS 0 24" O.C. (2 ROWS
I I W/#10XJ" WASHER/SEAL HD SCREWS 8" 13'-2"
O.C. 0 BOTTOM 4"x4'x.O32' COMPOSITE PANELS 14'-3" STAGGERED) I
PRODUCT APPROVAL CODE CHART /j
FASTEN REC. CHANNEL TO HOST BEAM IV
W/ "X2" LAG SCREWS ® 24" O.C., 2
STRUCTURAL COMPONENTS CLADDING ROOFING
SIMPSON SP1 SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL2291
ROWS STAGGERED. STRIP SEALANT ALL CONNECTORS AND FASTENERS IN CONTACT
SIMPSONH1OAP1.11478I RISER PANS FL1779
BETWN. FASCIA & REC. CHANNEL
I I W/TREATED WOOD SHALL BE ZINC COATED SIMPSON.DSP FLt oa5s
FASTEN 2X4 TO EXIST. HOST WALL GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456
W/}"X3" LAG SCREWS 0 12" O.C. SIMPSON ABU ABW FL10849 PROFESSIONAL ENGINEER SEAL
SIMPSON LSf MSiA FL10852
SIMPSDN CS16 FL10852 ENGINEER OF RECORD
ROOF CONNECTION TO PER FBC 2010 1609.1.2, SHEDS
WALL PANELS (PLYWOOD) NAILING NOTE: David W. Smith P.E.
MFG. HOME HOST BEAM W/LESS THAN 720 SQ. FT. ARE NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FLORIDA LICENSE NUMBER:53608
NOT REQ'D. TO HAVE GLAZED FIELD. ROWS OF NAILS SHALL BE J" MIN. FROM
OPENING PROTECTION OR COMPLY PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP Thomas L. Hanson P.E.
W/WINDBORNE DEBRIS IMPACT STDS. BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED
PER MFG.'S SPECIFICATIONS. FLORIDA LICENSE NUMBER:38654
NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E.
WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:73968
(PLYWOOD OR OSB) WITH AN APPROVED
FASTEN COMP. PANELS TO TOP PLATE 12 WEATHER
HRRESISTIVE BARRIER PLACED
UNDEDING.
W/#12X4" WASHER/SEAL HD SCREWS 1/2
1
12" O.C. 0 ENDS & 8" O.C. 0 RAKES.
FBC Plans &Engineering
Services,Inc.
DBL 2"X4" TOP PLATE (ONLY NON—TREATED 6272 Abbott Station Drive Unit 101
WOOD IN CONTACT W/ALUM. ROOF OR PROVIDEZeph 6272 Ahflls,fl.33542
IMPERVIOUS MOISTURE BARRIER) Phone:(813)788-5314
DBL. 2X HEADER W//" PLYWD. SPACER OVER Fax:1-(866)-824.7894
WINDOWS/DOORS. SEE HEADER TABLE Website:www.fbcplans.com
• 2X4 CRIPPLES 0 16" O.C. 2X4 BLOCKING FOR PANEL SPLICE C.O.A.-#29054
INSTALL WINDOWS PER MANUF. WHERE WALL HT. EXCEEDS PANEL LENGTH
• DBL 2X HDR. W/1/2" CDX INSTALLATION INSTRUCTIONS
PER TABLE I
SHEATHING SHALL OVERLAP BOTTOM AND TOP SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED DRAWN BY: W.P.
PLATES, SEE NAILING NOTE ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS
WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR
UNDER) AND NAILED PER PANEL NAILING NOTE.
SIMPSON LSTA OR EQUIV. AT CDX PLWD. (OR APPRVD. EQ.) FINISH W/ REVISION: DATE:
THIS LOCATION VINYL SIDING ' RO 1
ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT RO2
2"X4" WOOD STUDS 0 16" O.C. EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE
JOINED. RO 3
2X4 JACK, SEE TABLE RU 4
2X4 P.T. BASE PLATE
ATTACH JACK TO CONT. STUD
W/16d NAILS 0 24" O.C. 4"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM
CORNERS, 6" FROM OPENINGS AND 24" O.C. EXISTING 4" SLAB
INSTALL WINDOWS/DOORS IN W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. WOOD SIDING, SHEATHING, AND WALL FRAMING
OPENING PER MANUF. ON THE EXTERIOR OF A BUILDING HAVING A
INSTALLATION INSTRUCTIONS __ _ CLEARANCE OF LESS THAN 6" FROM THE
io SEE NOTE BELOW * GRADE GROUND OR LESS THAN 2" MEASURED VERTICALLY
FROM CONCRETE STEPS, PORCH SLABS, AND
it CONC. BELOW
SIMPSON DSP GRADE PER R403.1 / \ '. ; SIMILAR HORIZONTAL SURFACES EXPOSED TO
// / THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1
OR EQUIV.
2 #5 REBAR CONT. ON
3" HIGH CHAIRS 12"
INSTALL FOOTER UNDER EXIST. SLAB BY
FRAMING FOR OPENINGS FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. EXCAVATING MIN. 12" BELOW & 12" IN,
WITH HEADER ADD (2) #5 REBAR ON 3' HIGH CHAIRS.
FOR MAX. BONDING CLEAN UNDERSIDE OF
WALL SECTION/DETAILS SLAB PRIOR TO POURING & ADJUST SLUMP
FOR MINIMUM SHRINKAGE.
2500 PSI CONCRETE (OR 3000 PSI MIN. WOOD FRAMED SHED
FOOTER ADDITION TO EXIST. SLAB FIBERMESH)
I HEREBY CERTIFY THAT I HAVE REVIEWED
___________________________________________r
PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN
JOIST SPAN (W) GIRDER SPAN (S) FREESTANDING DECK - DO NOT STRUCTURAL COMPONENTS COMPLIANCE WITH ASCE 7-10 AND SECTION
ATTACH JOISTS TO EXISTING HOME SIMPSON ABA OR ABU POST BASES - FL10849.6 1003(EXISTINGBLDG EFLORIDA
2 PT 2X6 8' MAX SIMPSON AC. UPC OR ICE POST CAPS - FL10860 BUILDING CODE20
PT 2x6 9' MAX ) DECK MAY BE CONSTRUCTED WITH
SIMPSON
PT 2x8 12' MAX LU SIMPSON
(2) PT 2X8 10' MAX GIRDERS RUNNING PARALLEL OR CUP - FL10456
S JOIST HANGERS - FL10655
PT 2x10 14' MAX (2) PT 2X10 12' MAX I PERPENDICULAR TO EXISTING HOME SIMPSON LUC JOIST HANGERS- FL11169
ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED
GALVANIZED STEEL OR SIMPSON 'ZMAX'
PROFESSIONAL ENGINEER SEAL
FASTEN FLOOR JOISTS TO GIRDERS
W/SIMPSON H5 ENGINEER OF RECORD
P.T. DBL 2X GIRDER David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
?JC JOISTS
12'-_j PERIMETER JOISTS Thomas L. Hanson P.E.
CONCRETE BLOCK
PIERS, TYP ALUM. TERMITE SHIELD FLORIDA LICENSE NUMBER:38654
® EACH PIER
ANCHOR FOR CONCRETE SLAB Mark Ronald Dunn,Jr. P.E.
1�2" WEDGE ANCHOR O EA. PIER
3 EMBEDMENT INTO SLAB FLORIDA LICENSE NUMBER:73968
SECURING GIRDERS
W/ASTM#123-89A STRAP OR EQUIV
RATED 3000# UPLIFT
FBC Plans & Engineering
BLOCK PIER AND ANCHORS Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
DBL. PERIMETER JOIST C.O.A.-#29054
rll---iIIr- _ r- 1
I ____ __ _ E_
I JI L I I L I DRAWN BY: W.P.
1_j
J
T & G PLYWOOD SUBFLOOR REVISION: DATE:
(FOR RM. ADDITIONS) GLUE AND RO 1
NAIL TO JOISTS W/8d GALV.
NAILS 6" O.C. ® EDGES, 12" O.C. RO 2
d IN FIELD
RO 3
P.T. 2X JOISTS 16" O.C.
HDBL 2X P.T. GIRDER RO 4 II II H_ I I _ __ __ I IF I
I __ _
L JI1k L_
OPTIONAL OVERHANG SIMPSON
H5, TYP.
2" s'—o' OR EQUIV.
14'-0"
TYPICAL FLOOR JOIST/GIRDER LAYOUT
WOOD DECK
TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES
BEAM SIZE POST SIZE FASTENERS 017 KSI I HEREBY CERTIFY THAT 1 HAVE REVIEWED
S.M.B. DEP11 S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN
'H" WALL T. "N" SIZE CAPACITY COMPLIANCE WITH ASCE 7-10 AND SECTION
4" .045' .06" (2) 3/8" BOLTS, NUTS, WASHERS 1.720 LBS 1003(EXISTING BLDG.)OF THE FLORIDA
5" .050" .06' (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS BUILDING CODE2010
6" .050" .06' (3) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS
7" .055" .06" (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS
7" .055" .09" 3 3/8" BOLTS, NUTS, WASHERS 3,600 LBS
7" .055 .125" 3 3/8" BOLTS, NUTS, WASHERS 4,500 LBS
8" 072 .06" 4 3/8" BOLTS, NUTS, WASHERS 5,500 LBS
8" 072 .O9" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS
#8 X 1/2" CORROSION RESISTANT " D72 .125' (4) 3/8" BOLTS, NUTS, WASHERS 7.000 LBS
EXISTING ALL PURPOSE SCREW
ROOF 9" -072 .OB" (4) 3/6" BOLTS, NUTS, WASHERS 7.000 LBS
RECOMMENDER ALUM FLASHING 9" .072" .09" 4 3/5" BOLTS, NUTS, WASHERS 8,900 LBS
1
INSTALLED 6 MIN UNDER .08 .125' 4 3/8" BOLTS, NUTS WASHERS 9.500 LBS
FIRST ROW OF SHINGLES 10" .O92 .125' 4 3/8" BOLTS NUTS WASHERS 11 000LBS
OR UNDER DRIP EDGE NOTE: OTHER BOLT SIZES AND U QUANTIFIES MAY BE USED PER
~ _ �12" APPROX SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED YJ/
3'x12"ALUM PAN ROOF
ATTACH PANS TO HEADER W/BOTTOM #10 X 1/2" HEX HD CORROSION RESISTANT (j(�
(1) 10 SMS PER PAN, TOP
METAL SCREW, WASHER & SEAL
K ALTERNATE ATTACHMENT APPROX 4" O.C. MAX. AS SHOWN
EWS/PAN BOTH ENDS) PROFESSIONAL ENGINEER SEAL
FOR BOX/IT RISER PANS: (3 SCR
(3) #10 SMS PER PAN THRU HEADER ONLY 3"x12" ALUMINUM RISER PAN ROOF FL 1779 OR EQUIV.
ENGINEER OF RECORD
FASTEN REC. CHANNEL TO HOST BEAM
W/4"X23" LAG SCREWS ® 24" O.C., 2 David W. Smith P.E.
1 ROWS STAGGERED. STRIP SEALANT
FLORIDA LICENSE NUMBER:53608
BETWN. FASCIA & REC. CHANNEL 2"x6" ALUM. SMB
i I
Thomas L. Hanson P.E.
3" RISER PAN ROOF CONNECTION W1�3) FLORIDA LICENSE NUMBER:38654
CONNECTION TO FASCIA /HOST BEAM 3/8" CORR. R SS ANT THRU BOLTS, WASHERS & NUTS
Mark Ronald Dunn, Jr. P.E.
ALUMINUM COLUMN LOCATED PER PLAN
FLORIDA LICENSE NUMBER:73968
POST TO BEAM CONNECTION FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.lbcplans.com
C.O.A.-#29054
DRAWN BY: W.P.
REVISION: DATE:
FASTEN POST TO CONCRETE WITH RO 1
INTERNAL BASE AND (1) 4" CORROSION
RESISTANT WEDGE ANCHOR OR LDT ALUMINUM POSTS RO 2
REDHEAD, PER FLANGE (EXTERNAL BASE) RO 3
WITH MIN. 4" EMBEDMENT & 1 MIN. EDGE - ATTACH ALUM. BEAM TO WOOD WALL
DIST.
(2) 3/8" THRU BOLTS 2X7 SMB W/1j'X1j"X�" INTERNAL U CHANNEL RO 4
(MAY SUBSMUrE (2) 3/8"LDT FOR (1) 1/2' LDT)
FASTEN INTERNAL CHANNEL TO
11 GA. INTERNAL ALUM. BASE WALL W/"0X2" LAG SCREWS, 1
PREDRILL VERT. FLANGES wPER INCH OF BEAM HEIGHT
FASTEN SMB TO CHANNEL W/#10XJ"
TYPICALce
TEKS, 1 SCREW PER INCH OF BEAM
HEIGHT
S.M.B. TO WALL
EXIST. CONC. SLAB CONNECTION o
x
POST TO CONCRETE CONNECTION
ALUM. DETAILS
CARPORT
ROOF SPANS for ENCLOSED ROOMS 25 PSF I HEREBY CERTIFY THAT I HAVE REVIEWED
HEADERS
140u1t = llOead EXP — B MAXIMUM SPAN ® BH SPAN `ACK THIS PLAN AND FOUND IT TO BE IN
WALL SIZE
FOR COMPOSITE ROOF PANELS W/LESS THAN 'W' STUDS COMPLIANCE WITHASCE7-10 AND SECTION
FOR, ADDITIONAL INSULATION IS RE ES 3x12"x.024" ALUM PANS 10'-0" SUPPORTING 2) 2"x4" 4'-4' 1 1003(EXISTING BLDG.)0£THE FLORIDA
COMP. PANEL ROOF BUILDING CODE 2010
3" PANELS = R-12
3"x12"x.032"ALUM PANS 11'-D" (2) 2"x6" 6'-4' 1
4" PANELS = R-16 3"x12"x.26 GA GALV. STEEL PANS 13'-2' (2) 2"x8" s'-O" 1
5" PANELS = R-20 3"x4'x.024" COMPOSITE PANELS 11'-2" (2) 2"x1O" 9'-6" 2
6" PANELS = R-24 3"x4'x.032" COMPOSITE PANELS (2) 2"x12" 11'-6 2
t2-11" DBL. HEADERS W//" PLWD. SPACER, GLUED &
4"x4'x.024' COMPOSITE PANELS 13'-2 NAILED W/16d NAILS 0 24" O.C. (2 ROWS
RUBBER ROLLED ROOFING
4"x4'x.032" COMPOSITE PANELS 14'-3" STAGGERED)
L
3" COMPOSITE ROOF PANELS PRODUCT APPROVAL CODE CHART
12 STRUCTURAL COMPONENTS CLADDING ROOFING
ALL CONNECTORS AND FASTENERS IN
SIMPSON SP1/SP2 FL10456 VINYL SIDING FL12231 COMPOSITE PANELS FL2291
H
CONTACT W/TREATED WOOD SHALL BE ZINC SIMPSON SIMPSON 1OSP 10A FL7 FL144 8
78 RISER PANS FL1779
1
COATED GALVANIZED STEEL OR SIMPSON SIMPSON SPH FL10456
'ZMAX'
SIMPSON ABU ABW FL10849
SIMPSON LSTA/MSTA FLlOB52I
PROFESSIONAL ENGINEER SEAL
POLYISO. FOAM INSULATION =
R-8 PER INCH HOST WALL ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
ROLLED RUBBER OVER COMPOSITE PANELS Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
FASTEN TO TOP PLATE W/#12X4}" WASHER/SEAL MEAN CEILING HEIGHT SHALL BE 7'-0"2X4 HD SCREWS 12" O.C. @ ENDS & 8" O.C. @
RAKES. WHEREOCKING WALL HT.OR PANEL EXCEEDS PANEL S LENGTH FBC Plans &Engineering
Services, Inc.
DBL 2"X4" TOP PLATE (ONLY NON—TREATED 6272 Abbott Station Drive Unit 101
WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE
Zephyrhills,fl.33542
2X4 CRIPPLES @ 16" O.C. IMPERVIOUS MOISTURE BARRIER) Phone:(813)788-5314
Fax:1-(866)-824-7894
DBL. 2X HEADER W//" PLYWD. SPACER OVER Website:www.fbcplans.com
DBL 2X HDR. W/1/2" CDX WINDOWS/DOORS. SEE HEADER TABLE C.O.A.-#29054
PER TABLE SIMPSON LSTA STRAPS OR EQUIV. @
INSTALL WINDOWS PER MANUF. I HEADER/JACK CONNECTIONS
INSTALLATION INSTRUCTIONS
SIMPSON LSTA OR EQUIV. AT 1" CDX OR j " OSB. SHEATHING SHALL OVERLAP DRAWN BY: W.P.
THIS LOCATION BOTTOM AND TOP PLATES, SEE NAILING NOTE
SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED REVISION: DATE:
VINYL SIDING ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS
2X4 JACK, SEE TABLE WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR
ATTACH JACK TO CONT. STUD UNDER) AND NAILED PER PANEL NAILING NOTE.
W/16d NAILS @ 24" O.C.
2"X4" WOOD STUDS @ 16" O.C. ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT
INSTALL WINDOWS/DOORS IN & R-13 GATT INSULATION EXCEEDS 8'-O" OR WHERE SHEATHING PANELS ARE
OPENING PER MANUF. JOINED.
INSTALLATION INSTRUCTIONS
PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO
JOISTS W/2 STAGGRD. ROWS OF 16d NAILS @
SIMPSON DSP
12" O.C.
OR EQUIV.
3/4 PT PLYWOOD
FI \-R-13 MIN INSULATION
CONC. BLOCK PIERS ATTACHED DER FLOOR FOR
TO EXIST. CONCRETE SLAB, SEE NDITIONED SPACES
FRAMING FOR OPENINGS DECK ENGINEERING
WITH HEADER
WALL SECTION/DETAILS
WOOD WALL FRAMING
ROOM ADDITION
HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SECTION
1003(EXISTING BLDG.)OF-THE FLORIDA
BUILDING CODE 2010
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
I o
FLORIDA LICENSE NUMBER:53608
PARK MODEL
Thomas L. Hanson P.E.
�I I WD. DECK FLORIDA LICENSE NUMBER:38654
EXIST. SCREEN Mark Ronald Dunn, Jr. P.E.
ROOM FLORIDA LICENSE NUMBER:73968
FRONT ELEVATION
SCALE: 1/8'- 1'-0'
FBC Plans &Engineering
CL EXIST. DOOR EXIST Services, Inc.
. DOOR 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
KITCHEN
L.R- Phone:(813)788-5314
v~i Fax:1-(866)-824-7894
W Website:www.fbcplans.com
3"X48"X.024" COMPOSITE PANEL ROOF, 3 X12 X.024 PAN BEDROOM PARK MODEL C.O.A.-#29054
" " "
W/RUBBER MEMBRANE OVER 2" ROOF OVER CARPORT,
POLYISO. FOAM INSULATION ON ROOM FL 1779 OR EQ.
ADDITION
DRAWN BY: W.P.
• - .... REVISION: DATE:
X SM r I I SH D i
o N I I SHED I :` o R01
I I jEX. CONC. I CARPORT ON
3X3X.O93 N I I I DEN ADDITION ON EXIST. SLAB o RO 2
6'X7' OHD CARPORT POST ; I WD. DECK RO 3
N o) 16'X7' OHD
— ® 2X6 SMB R04
FWD. DECK 37X50 37X50
ADD 12"X12" MONO. 8'-s" 14'-O" 1O'-O" 12" PROJECT ADDRESS:
r 8'-6" L 14'-0" L 10'-0" L FOOTER W/2
#5 REBAR TO EX. 36'-0" BOB & GAIL THERON
36'-0" SLAB MAJESTIC OAKS
3803 LACOSTA ST. LOT 145
FLOOR PLAN ZEPHYRHILLS, FL
2X4 STUD WALLS w SCALE: -
SIDE ELEVATION 16" O.C. W/VINYL
SCALE: 1/4'- 1'-0' SIDING
CONTRACTOR:
SMOKE DETECTOR
110 V. OUTLET SUN STATE ALUMINUM, INC.
SUPPLY DIFFUSER
RETURN
PLAN/ELEVS