HomeMy WebLinkAbout16-16132 i
CITY OF ZEPHYRHILLS
5335-8TH STREET
ts�s)�so-oo20 1613
` BUTLDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16132 Address: 4742 17TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Glass of VYork: 434-ADDIALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLIGABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 14-26-21-0010-02700-0120
Improv. Cost: 2,659.30 OWNER INFORMATION
Date lssued: 4107/2015 Name: MAHI�UM FLQRDELIZA D
Total Fees: 75.00 Address: 27 BENSON ST
Amount Paid: 75.00 BL4C}MFIELD NJ 07003-2721
Date Paid: 4/07/2015 Phane: 201-341-2724
Work Desc; REPLACE 2 DC}OR S/S
CONTRACTOR(S) APPLICATIf3N FEES
LO 'S H E CENTERS IT B ILDIN�FEE 75.00
�
� V�
(d " � �
. ,,�� ;;,��
� �
C
Ins ections Re uired
FQOTEft 2N U PLUMB M!S !NS T!O EILI
FQOTER BOND DUCTS INSULATED SEWER N11SC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST RQUGH PLUMB PRE-METER INSULATlON WALI. MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISG. MISC.
CC7NSTRUCTION POLE FRAME IVi1SC. {i+i1SC.
REINSPECTION FEES: Reinspection fees will camply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one af the foltawing reasons: a)wrar�g address b) condemned work resuiting
from faulty construction c) repairs or corrections not made when inspections calied d)work not ready far
inspection when called e) permit nat pasted on job site f) plans no#at job site g)work nat accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public recards of this caunty, and there may be additionai permits required fram other governmental
entities such as water management, state agencies or federal agencies.
"Warning to awnerc Your failure to record a notice of commencement may result in yaur paying twice for
improvements ta your property. If you intend to obtain financing, consult with your lender or an attorney
befare record'mg your natice af commencement.°
Camplete Plans,Specifications Must Accompany Application.All work shall be pertormed in accardance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
� �� _ ��..c.:e.e
,
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHQUT APPRt)VED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIltED ,
PROTECT CARD FRt3M WEATHER
� ii�ii��iiii�iii�ii�iiiii��iiiii��iiii►ii►ii«i�ii�iiii�iii�� .._. __
,
2015053243
r
Rcpt:i673067 Rec: 10.00
� � D5: 0.00 IT: 0.00
I Pertnit Num6er . 04/07/2015 B. M. , Dnt.� �LERK�& ��Mp1R�LLEn
ppSCO
Par�eIlDNumber f � l-�! •-0010- o�7vp.- ne�a_ Pau�a s.o�NEIL,i2°�3 m 1 of 1
� � • 0Q/07/2015 p� 25 1
N O T I C E O�F �O.M�'IrA E�N C ��N�'� N T o� BK �1��
State of��,iorida - �-� • �•� --�- -� • --
County of,��.. .� � ^
TNE 11NDei�B[Gt�D•fiereby giVes notice that Improvements�wili be made.to�ce►tain real properfy, and ln�accmr�ance wifh SecBon 713.13af the
Flodda�S4etutes,fhe following fnformadon is provided ln this NOTICE OF COMMENCEMENT,
1.Deecrlption of pmperty�(/egal derseripf/on):vn Q,2 es �sr�d� �fo�u.�oF�h,��s Ttip s.SIG� ��+���- the N'��2�
a)Street Uob}Address: ��1ya j]' -t.h S� 2E���r!(S �� �3sYa °F �f"
2.General des�rip8on of Improvements: •
� �n� _ P�lc�e Gn'►�N i
3.Ownet Informa�inrt or Leasee iniormatlon it the Leaaee contracted�for the improvement: • .
a)Nameandaddress: F�Q�E L IZA MAN I Lv rr+�'t{7Ya 19�{�S�t �e�h�y1,�11(s.�- 33��a'
b)Name and�dress of tee.stmpfe fl8eholder•(ff different than Owner Ilated above) �—'
c)lntereat irt property: c�t J N P�2. � I
.Co tractor IntortneWn .
Neme and address: �. O c+v e S (-�'�o nn l o. '�.R.S'���.�c9 �3'0� � $1_S 4 3 G)R/'�4�rI'al�c f L �
b)TelephonB�l�o.: '40y '- �3�1�3 =�r�rs j, n ,��. ...�..;_.,. _.___ - 3.L��x�
S.Suret�pt appllcalile,a copy of the paymen on s a ed) �T��������'
THIS IS TO CERTiFY TM,AT TH�FOREGOING IS A
a)Name and addreas: _.._t�t�a � Tp�,.-;c,t�e������R�'���faY-A�-?F�E�96�ib4Ef�!
. b)Telephona�No,: , __ -• � nN Fn F nR n�pi iR�.t.r,ca�rnRn ini TNia pFF�rE
c)Rmountof�ond: _S• ` JviTNESS MY HAND Afv�OFFIC
6.Lend�r _'�_DAY OF --, 2 �
a)Name and addre�s; , n)[q .,_.,___ PAULQ S.O'NEIL, GLER &COMPTR ��
b}Telephone�No.: � - �,,, ��
1:Peraona wlditn°the.State of F;c:l��deatgnated,by Owner upon who otice � �� ` x�
; 713.13(1)(2)7�,�lorida Staiutes: - � • �`� a � � ,
a)Name and addrese: �•.a.,-° ' �� �' �
b Tele hone No.; Fax No.: o tlonal � ' `'• '�"°,,"i
) P - � � P � .�, �. � . �t
8,a.in addfflon to himaeN or he�self,Ownar designat�a _N t A of �� ' �"
to receive a copy of the Uenors Notice as provlded in Sectlon 113.13(1)(b),Florlda Statutea, � '���""� • �
b)Phone Number of Person or entity designated by Owner: �� ?,.,,: '`r,
9.Ezpir�tlon date of nnttca�commenr.em.ant(fhe expiratlon dete may not be befcre the completlon of cans�uctlon an�Biisl`,. :� „"
��4� _,
contractor but will be 1 ear irorri the� ate•of record(n .uniess'a different date�is s ecifled: � �����
WARNINO:.:��WH�t4i At�kY PAY�t�T3....' E'��f"FH�� ill(N�� ' ft?HE'�!(PIFti4TI0N f�f�t.' �:NOT�C��OF Ca�11lYlEN'� E�;'. ; ::. �
CONSID�#�D�1�IP.R6�Eft�AaY�IENr$UNCER CHI�Rf��"713,P�r i,se�i�N.»3�13,�EOitlDq:$TqT:U7�S.ItNp�.�lil�C�E$IIEf:j�G��i`�•
• PAYINO TWICEf6R"iMA�EiI'�'IAE.N�'.S TO YOUR PItOaERTY�;A�N��ICE OF CaMMEN�EIN�NT��I�J`81'BE'ttEGpJ�3�ES:,�j�}.��E�'j"i�qr�p
INSPECTION: IF�YOtI�tI�IT'�Nb't0 OBTAIN��FiNANCIw�i,CONSULT YOUR LENDER bi�AAtATTOt�N�Y��FORE CO�IINENCIN��I7CRKOR
. RlCtlRDINO Y04J1�•pBTIC�.�OF COMNlEWC�M�NT.
. Under penaltjf of peiJury,I dec ��th� f liave rea8 the foregoing nodce of commencement and�iat the.f � ��tafed th re(n are aue t�o the�EiesCof iny�
knowled d� ' f ( �j �D�r \
�lr� � �V (�� �
(signawre�a.�ner or�. ;oi Owners or lessee's(Aufh6rized otAberroir or er/Manaper) (Piint Nein�e and P� �S�gng�a � •
' The4aregoing�insaumentwas acRnowledged bef�re me thls�' ��`� day�of� -�R.<< • . gp �
:.._.__� .:.a..��
by F�D c��L I'2 A M A�Ft 1��M as b u)nl P.Q.. (bae•m aumanr,e.9:ot�er,t�e,mraney�i racq. . '
.for � ,� •
� (Neme o!Peraon) (IYPa of euthority....e.p.oHioofr lruhee�odortiey in faen .
for ' • (neme of party on behelt of whom Insfrument was escectitecQ,
Rerson�IlyKnowrr Produced'1D ' . ,
Type;of�ID L- Notary S(gnature � � •
. Print name �
.�- s'�a m R � . •
i �� • NA7ASHA A FJ.ANSBURG �TO�e ^ � 1�j�j 1 �„ .
�u�o MV COMMISSIbN�Ff12606t
D(PIRES:JAN 30�2017
4P'� Bonded through tst State Insuranee
--p �z.,
� ' ' �.'i,��:: „
- ��'i
..�� !r
�;� 1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��� e�
Date Received: �� 2�-�f� __
Site: '�" �� Z G 7� ��
Permit Type: � ,�l �C� �i� � ��
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
, This comment et 11 be kept with the permit and/or plans.
;� - �� � ��
Kalvin Switzer—`� xaminer Date Contractor and/or Homeowner
� � (Required when comments are present)
�
Building beparlmen
, ,�,�,� � �rv 'c:.f�
I pate Rec�ived � i �� ; , �
Phane Contact f.or Permittin �l '2 q - '�'j q�, �
Owne�'s Plame �1 pl PI�A i j ner Phane Numbe 2� � - ��'l l'}2?2y
Ctwner's�Address ��� J 1�T�.,,5't" Z,C�,Pk�Y�'+�i�,� wl...- T S� ner Phone Numbe �t 3 - 7 g 3 - '�3$'��
Fes Simp�fe Tidehalder Name �� � ner Phorte Numbe � �
Fee Sim�sie Tittehoider Address �� �
}� i
JOBADO�RE�S T7 !�7- 1�Tti S�" Z,�p1.� ti;t�s �' 3 35y�' �o�r# i t
�
suBo�vf:��o� �ac�cs�2�'' F'r�s% �,�d PARCEL 1D# ,'-! - 2G��/-Oa � �- a 2�oo�- Q t 2 a
(OBTAINED FROM PRbPERTY TAX NOTIGB)
WORK F'120PQSED e NEW CONS?R 8 ADD/ALT � SIGN Q � Q DEMOl.lSH - .
INSTAlL REPAIR �
PROPOSED 4JSE Q SFR [� COMM [,,,� OTHER I
'IYPE OF CONB'i'Rt1GTidN [� BLO+�K �] FRAME �] STEEL Q
RESCRtP'TIONQFWORK /ZeAt,�� :2 r.��:"t5 .St fS�x ��- JS'2.Zs'". 3 , . .
_�.,_
I BUILDt1�lt"a StZE � � SQ F{}QTAt3E����� NEtGHT �_� .
�
BU}LD1NG $ j��� � �/ALUATION�F TOTAL.C NSTRt1CTION I
. C)
��ELLCTRICAt, $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.G. .
���
. �PLUMBING �� :
��MECHANICAL �� VALUATlON OF MECHAN CAL.INSTALLATION ����� � � -.
� �
C�GAS [� ROaFING Q SPECIAL'TY C] OTHER, � �
FINISHEC)FLOOF2 ELEVATIONS ��� F1.00D ZONE AREA [�YES ' NO -
f^Hti-f�l-ht'tttt HHttt�ttFt't't� �- �' � G/� ��,c'� �-�' -
BUIl.DE� �, NY C>w-eS_ �-�ar��,�CBN'T�e.�„� L,C..
SIGNATIIRE REGISTERED Y/ N FE CURRE� � Y f�N
Addres� �'"C� t-�e�ti � t��. 1,,,���' L��-�R�{r.,,'�c� /�� �'z" '7�'' Llcens # ��c+�. � .S C} ���
�I.ECTRICtAN COMpANY
SIGNATURE REGIS7ERED Y/ N FEE`CURRE� Y/N
Addres� �� � Lkcense# �� �
PE,UMB�R GQMPANY
51GNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addres� � � Licens�# � �
MECHAt�ECAL COMI?ANY 1
SIGNA7URE REGISTERED Y J N FEE CURRE� Y/N
Address � { Llcens�# �— �
OTHEFi COMPANY
SIGNATURE REGtSTERED Y I N FE CURRE� Y J N
Addres;s � � Llcens # � 1
ti-fti-Fi-It
RESlDENTIA[. Attach{2)Plot Plans;(2}sets of Sullding Ptans;{1)set of Enetgy For s;R-O-W Permit for aw constructlon,
Mlnimum ten;(10)wark6ng da�ys after submittai date. Raquired onsite,Canstructlon Plans, tormwater Plans w!Silt Fence insta(led,
Sanikary:Fa�IllUes&1 dumpster,Site.Worlt Permit.for-subdivislons/lar e proJects � - - - -----
' CC}MMEFtCI�i[. Attach{3�camplste sets of BeJtldtng Plans plus a E.Ife Safety Page;{9 sat of Energy Forms.R-C?-W Perm{t for new construcllon. _
Mtnimum ten(10)working da;ys after submiE#al date. F�equired onsite,Canstruction Pians;Sfurmwater Plans wJ SHt Fence instailed, '
Sanitary Facfl(ties&1 dumpster.Site Work Permit for all new pro)ects All commercial requi�ements must meet compllance
SIGN A��2NltT Attach{2}sets of Englneered Plans. �
•►RRpROPERTY SURVEY requlred for ali NEW consWction. �
��
f�irecttoras: �
Fill aut app8cation completely. I � _
Owner&Contracior sign back af appllcation,notarized � _
If over$2500,a Nottce of Commencement is requfred. (A!C upgrades over S7 00} �
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone wl notarized latter frorr�owner authorizing same
OVER TFiE COUNTER PERMITt'It�G (Frorat of Applicatlon Oniy} (
R�roofs IY shingles Sewers Servfce U'pgrades A/C Fences(PIat/Survey/ ootage) �
I(
Drlveways-Not over Counter If on public roeidways„needs ROW I
I
E
I
�
�
NfJTIC�0�DEED RESTRiCT10NS: �The undersigned understands that thls perm�t may�be sub}ect to�de�d��restric#ions^
which rnay be=mare.res.trietive than Cqunty regulatlons. TF�e.underslgned assuines r,esponsibility for compliance with a,ny
applicable deed restrlctlons. �
UNLIG�NSED C{?NTRACTQRS AN� GONTRACTO RESPONSIBILITIES: If the ��wner has hired a contractor or
cantractars to unde�take work, they may be required to be licensed in accordance with ;sfate and local regulations. If fhe
contractor is not licensed as required� by law, both�the owner and contractor may be c,(ted for a misdemeanor v3alativn
under state law. if fhe owner or inte�ded contrac#or a e uncertain as to what licensinc� requiremen#s may appiy for the
intended wark, they are advised to contact the Pasco urity Buliding inspectlon DIvIslo�t—Llcensing Sectlon at Z27-847-
8009. Furthermare, if the awner has hired a contra tor�or cantractors, he Is adv4se:d to have khe conkractor{s) slgn
portians af the °contrac#or Bfock" of thfs application far whfch they will be cesponsible. !f you, as the owner sign as #he
contractor, that may be an Indication that he is not pro erly Hcensed and is nnt entltled to permitting_privlleges in Pasco
County. � ; '
TRANSPORTATION IMPACTIUTIUTIES IMPACT AN RESOURCE RECt3VERY FEES: The undersigned understands
that Transportation Impacf Fees and i�ecaurse Recove Fees may appiy ta the constru�cfian of new buildings, change of
use in existing buiidings, or expansia� of exisfing buil ings, as specified 'rn Pasca Goui�ty Ordinar�ce rtumber 89=07 and
SO-07, as amended. The undersigned alsa understan�s, that such fees, as may be due, wiN be identified at the time of
perm3tting. it is further understood th�at Transportatfon lmpact Fees and Resaurce Recovery Fees must be paid prlor to
receiving a °certiflcate af accupancy"�or flnal power rel ase. If the project does not fnv.olve a certificate of occupancy or
fina! power release, the fees must be paid prior to per it:�ssuance. Furfhermore, if Pr�sco County Water/Sewer Impact
fees are due,.fhey must be paid prlor�o permlf Issuanc in accordance'wi#h appiicable P,�sco County ordinances.
CONSTRUCTION LIEN LAW(Chapt�ar 713, Florida S a#utes, as amended): if valuati�an of work is $2,500A0 or more, i
certify fhat i, the appiicant, have b�en pcavided wit a capy of the "Flor�da Gonstruction L.len l.aw�-Homeowner's
Protection Guicfe" prepared by the Fiorida Department of Agrlculture and Consumer Aflfairs. If t4i� applicant is somear�e
other than the"owner", I certify that I have ab#afned a c� py of the above described document and promise in good faith aa
deliver It to#he"owner"prfor to comm�ncement. �
CONTRACTOR'S10WNER'S AFFIDAVIT: i certlfy tha�t all the Informatian (n fhis applic,atiqn is accurate and that al1 work
will�be done in campliance with ali a�plicable laws reg�alafing consfructian, zoning and;land development. Application is
hereby made to abtain a permi# to da work and in tallation as Ind(cated. t certify that na worlc or Installatiort h�ts �
commenced prior to issuance of a p�ermit and that ai work wilE be per€armed to meet standards of all laws regulatlr�g ;
construction, County and Giky codes, zoning regulati ns,�and land develapment regulations in. the jurisdlction. f also
ce�tify that I understand that the regulations af ottier g vernment agencies may apply t�� the intended work, and thaf it is ,
my responsibility#o identify what acti �ns I must take to e in compliance. Such agencle;� include but are nvt limited t�:
- Department of Environm�ntal Protect(on- ypress Bayheads, Wetiand Are��s and Enviranmentally Sensitive
Lands,Water/Wastewate�Treatmen#. ,
- Southwest F(orida Water Management Di'strlct-Welis, Cypress 8ayheads, Wetland Areas, AlterEr�g
Wafercourses. i
- Atmy Corps af Eng(neers'Seawalls, Docks Navigable Waterways,
- Department of Health & Rehabflltative S rvlces/Environmental Heaith Uiiit-Wefls, Wasfewater Treatrnent,
Septia Tanks.
- US Environmental Frotec'tion Agency-Asb stos abatement. �
- Federal Aviation Autharity-Runways.
f understand thaf the fallawing restrict�ons appiy to the se of flN:�
- Use of fii4 is not ailowed in Flood Zone°V" nless expressly permitted.
- !f the fll! materia) 4s to �e used in Floa Zone °A", it is understoad th��t a: dra(nage plan addressing a
"compensating volume" will be subm(tted t time of permitfing which is pre�pared by a professional engineer
licensed by the State of I�Iorida.
- If #he fill material is #o be used in Flood one "A" in connect3on with a perrriifted buiidfng using stem wali
constructian, I certify tha#fill wilS be used a 1y#o t'ill the area within the stem.wall.
- If iill material is ta be sed 1n any area I cerkify thak use of such fill rnrill not adversely affect adJacent
prope�ties. !f use of flll is found #o advers !y affect�EadJacent propertiss, th�3 owner may be cited for vialating:
the condltlans of the buiCding perrrmit issued under the at#ached permit ap��(ication, for lots less Ehan one (1)
acre which are elevated �y fill, an enginee ed drainage pian is required.
(f( am the AGENT FOR THE OWNE , I promise in g ad faith to infarm fhe awner of fhe permitfing.condifions set forth In
this affidavit prior to commencing constructian. 1 und rstand that a separate permit may be req'u€red far electrical work,
plumbing, signs, weHs; poofs, air ca�ditianin �, gas, a attier lnstallak#ons not speciflca�lly included in #he application: A
permit issued shall be construed to b�e a licen�e to pr ceed with the work and not as a,utharity to,vlolate, cancel, alter, or
set aslde any provisians of the techn�ca! cades, nor sh II lssuance of a permlt prevent the 8ullding Official from thereafter
requlring a cor�ecklon of errors ln plat�s, canst�uction o violations of any codes. Every ��ermit Issued shall become invaiid
unless the work authorized by such �ermit is�comme ced,with(h six months of permit issuance, or if work authorized by
the permit is suspended or abandon�d for a period of ix(6} months after the t�me the v,vark is commenced. An extens3on
may be requested, in wrifing, from t e Buildir�g Offtci 1 for,a periad not to exeeed nine�ty (90) days and wf41 dert�oristr�te
just€fiable cause for the extension. lf�ork ceases for inaty{9Q)consecutive days, the�Job is consideted abandoned.
� �
� - °'Ni"�RPl1Q�C,"TO��OWNER; YUUR Fe�iLURE-TO-REC RD_/��NtDTICE_OF_COMMENC�EMEid�l'-IlalAsV.-RESU.[..T_IN.Y_OGR _ _ _
PAYING TWICE FOR IMPROVEM�NTS TO�OUR P OPEt�TY. I�YOI�iPIfEiVG i'i�;iJ6TAit�i-�ii+iAiiiCiNG,--CON�U!T - ----_
WITN YOUR LENDER�R AN AT1't'3RNEY B FO� E EC'ORDiNG YQUR OTICE t3i.�CC?MMENCEMENT.
FLORI!?A JURAT(F.S.117.03} C i
OWN�F�OR AGENT 1 CONTRACTOR �'`3 6��� `."r��
Subscribed and�sworn fo{ar afflrmed}before t�`�e this Subscribed and�Y ta{ af�rrned�;befot�e me thls�
� � ��� �
Who Is/are personaliy known to me or has/hav�e producedi Wtio Is/are persanal k owrYto me or hasihave produced
as idenUfica�on. � as tdentiflcation.
i
�
i � � �
E
� Nokety P�ubUc Notary Public
Commission Na. Commisslon No.
Name of Notary typed,printeii or stamped , Name of Notary typed,prfnted'ar stamped
�
�
;
i �
STORE COPY
N ' INSTAI.LATION SERVICES CUSTOMER CONTRACT-MWORK-INT/EXT/PATIO DOOR
�
N LOWE'S OF ZEPHYRHILLS,FL,STORE#1854 STORE PHONE: (813)838-9000
n. � 7921 GALL BOULEVAAD SALESPERSON:KENNETH NEALLEY
EPHYRHILLS, FL 33541 SALESPERSON ID: 1832398
Document Print Date:03/21/2015
This is o�iy a i.iuoie ior ine mercnandise and services printed below.i his becomes an agreement upon payment and issuance ot a Lowe`s receipt,upon which the entire agree-
ment, including the specifically completed pages of this document, the Terms and Conditions included with this document,the applicable portion(s) of Lowe's receipt, and any
other addenda or attachments hereto,shall be referred to herein as this°Contract."
PLEASE READ THIS EiVT1RE DOCUMENT INCLUDING THE"TERMS AfVD CONDITlONS" BEFORE SIGNING
Lowe's Registration or Contractor license Number/Lowe's Contractor Name
F(orida Contractor License Number CGCi 508417
I n
n
� Customer Name Nome Phone
o $ LISA MAHILUM 201-341-2724
� Customer Address Other Phone
� �
�'`� 474Q 17TH ST 813-783-7387
� L
M City State/Province Zip/Pos#ai Code
00 � ZEPHYRHILLS FL 33542
v�
ti Installation Address
L ' T 474017TH ST
o Installation City Installation State/Province Installation Zip/Postal Code
� � ZEPHYRHILLS FL 33542
MERCHANDISE AND INSTALLATfON SUMMARY
. �
MERCHANDISE SUMMARY
104434: EM-0203Z-SD : SOS:SOS BMTT UNFINISHED FG SMOOTH TC: UNFINISHED SMOOTH SURFACE S[NGLE DOOR UNIT EMERSON-Z1NC
CAI1111NG : TRU LOGISTICS INCORPORATED-QTY 1
209626:02018: STK: PVC LATTlCE 8-FT: PVC LATTICE 8-FT: EAST COAST MILLWORK DISTRIBUTI-QTY 5
87028:30"X 79" IN7ERIOR L:SOS : SOS RB DF IN7"FLUSH DOOR :30"X 79" INTERIOR LAUAN : DOOR FABRICATION SERVICES INC-QTY 1
r�n 104434: EM-Q2Q3Z-SD: SOS:SOS BMTT UNFINISHED FG SMOOTH TC: UNFINESHED SMOOTH SURFACE SINGLE DOOR UN1T EMERSON-Z1NC
� �CAMING :l"RU LOGISTICS INCORPORATED-QTY 1
a
� Materials Price $ 1764.30
M ,�
N
e
M
O
�
� Store 1854 Project No.435692113 for LISA MAHILUM Page 1 of 7
�
0
N
^
� STORE COPY
N . �
�
M
a INSTALLATION DESCRIPTION
Stock or SOS:SOS �OOC Tv�� ; FYtgrinr I
ISelect Location: Front Door Select New Door:Single Pre-hung
�����be�fii vOOfS i6 ItlS�ail:L Side Lights or 7ransoms : No
Hardwood (Mahogany or Oak) Door: No tiidden Damage Description _ None
Number of additional hofes bored for accessories : None Install Specialized Mortise Hardware:No
lnstall Storm Door: No Lead Safe Practices : No
Totai Linear Feet of Custom Trim to be Installed: 0 Deliver poor: Yes
Customer Understands Scope of the Project:Yes Permit Requi�ed:Yes
� Who Will Obtain Permit:7hird Patty Permit Fee:Yes
^ Aclditional Miles Traveled over 20:0 � Bring Up To Code Description : None
o Local Disposal Fee:Yes Describe Other Work Needed: lnstall lnterior door, slab only
� Other Work Charge:Yes Comments: fnstall 2 Exterior doors and 1 interior door
M
�
'� Labor Charges $ 930.00
�
� ,_
�
Detail Deduction -$ 35.00
ti
- +� _
L
o Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall secttrity system equipment. Customer is responsible to advise if prop-
erty is govemed by Historic Disttict Regula#ions.
Additional Specifications: Federal iaw requires Lowe's to provide you with the pamphlet Renovate Right: lmportant Lead Hazard lnformation for Familes,
Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing
Customer of the potentiaf risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit.
PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independenl contractors the right to take photograghs of the Premises where In-
staflation Services wil! be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in
and to the photographs for use in all markets and media,worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in
print and/or electronically, and agrees that Lowe's may use such photographs for any fawful purpose, including, but nat limited to, marketing,advertising, publi-
city, illustration,training and Web content. By initialing here, Customer agrees to the foregoing. [Customer to initial to the left].
M NOTICE TO CUSTOMER - PRlCE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include more
� �•Goods than actually will be installed based on the measured square footage of the Project Area. As a resuft,the parties agree that the lump-sum Price stated in
Q; this Contract is calculated upon both the value of the estimated Goods required to fuffill the Contract (including waste}, which may exceed the actual square
�- #ootage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing
N this Contract below, Custamer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded
, once the Installation Services are perforrned..
M
O
� Store 1854 Project No.435692113 for LISA MAHILUM Page 2 of 7
�
0
N
' �
STORE COPY
� ' NOTICE OF ARBITRATION AGREEMENT
� This Contract provides that all claims by Custor►zer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO
TO COURT to enforce ihis Contract (EXCEPT for matters that rrtay be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by
�- a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entit(ed to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
MORE LIMITED THAN RULES APPLICABLE fN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE-
VIEW BY A COURT. FOR MORE DETA!LS: Rs:�ie�.�the seC;��n ;�:�2d.^��BlT�."�T�^�V .",G�,�€�7�iV i, Vvi�iv�n v�JuRY I R[HL HIVU VVHIVErf VI'liL/i5J Hli- �
TION ADJUDICATION found in the Terms and Conditions of this Contract. �
TOTAL CHARGES OF ALL IV�ERCHANDISE AND SERVICES
_ 'where applicabfe
SUB-TOTAL $2659.3
*TAX $ 0.0
n DELIVERY $ O.d
n
� ORDER TOTAL $2659.3
o BALANCE DUE
o�
�
M
�
M
�
� .
�
Work is to commence upon reasonable avaiiabliry of Contractor which is anticipated to be [fill in date].
~ Estimated com ietion date is
+�
p [fill in date).
L
Q
O
� NOTICE TO CUSTONlER
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form.This assumes sound existing substructures, superstructure and points of attachments. Extra(abor or material incident to installation
r�ecessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THlS CONTRACT UNTfL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRAC7. BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THfS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT Ai'THE TIME OF SIGNATURE.
NOTICE TO OWNER:-ACCORDING TO FLORIDA'S CONSTRUCTION LfEN L.AW (SECTIONS 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
PAID (N FULL HAVE A RlGHT TO ENFORCE THEIR CLAIM FOR PAYl�l��IT AC�l�lN�T V�!!R QEi�PL�R�Y. l��!!S CLAIS!! IS
KNOWN AS A CONSTRUCTION LIEN. !F YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
� TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, TH�SE PEOPLE WHO ARE OWED MQNEY MAY
� LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF
o: YOU FAIL TO PAY YOUR CONTRACTOR, YOIJR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
� MEANS fF A LIEN iS F1LED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
N l�LS, OR OTHER SERVICES THAT YOUR CON'�RACTOR OR A SUBCON�'RACTOR MAY IiAVE FAILED TO PAY. TO
M ,
O
� Store 1854 Project No.435692113 for LfSA MAHILUM Page 3 of 7
�
0
N
�
a
� ��'� f ��»� i
c�
Daor DeYail Specfications HoNe Dev Cor #5A584 �
� ��' ..� . Please provide drawin9 f�om onsiL�e using swing info on right ��,,,
�� :�
D�te: Note Interia/exterior view Lreft�Hatid Ri ht HBnd�
lnterior T`'`� �
N
�tJC4,�r: � -
W
Customer: � �u.,,,n , cR= �.i
(7! �'�"'� 3 Patia Swing:A�AcHve,I=tnactive
Customer Phone: ZY��a�. Sliders:X=AcYive.O=lnactive
t4yy.
2'q
st"`""� ts«
Gustorner must be home for ins#allation —
4
Customer to appty finish{paink/stain} p �r.»y�,��-'
i �s�r�sz. 32��
k 7q�n
' 1'/1�� ---it..k rjc
Ext@riOr'-Note finish of home:
Doar units to measure-one door per row-ait measurements must be in inches.
Qreriung Location Rough Opening Unit Size '`
�,
(r,'1 Storm Entry Sideitgh! Transom Patio-Swing Patio-Stider inte�ior af Slab Comment Width Nei ht Wtdth Hei ht jamb Depth �
1 RHOS Prehung Side 35 1/4 79 3( 4 9i2b �
rt
2 LHOS Prehung Side 35 79 1/ �� 4 9116
, 151ab Bedroom 32 79 t�iS o� v�i
4 pp
5 W
� 6 W
7 C�t
�O
O
COMMENTS: �
�
v
v
Page 4 of 4
� �
�� ��
-��. ,� a�. ° ��r�,�.'. � �
- ��,,,F. (�� � - � �� �--- 7 � � ,
� �
� � � � � � �- � s �� � _
� � �� � � �
� t! -�
>
Fl�rida Building Code Online Page 1 of 3
,, ,
�j�F��Aj Product Approval
Y;-�_.�, USER.Public User
Product Aoproval Menu>P�oducf or Anallcatlon Search>Aoollcation Lisf>App!!ca[lon Deta//
FL # FL25225-RI
Application Type Editorlal Change
Code Version 20i0
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commisslon if necessary.
Comments
Archived (..;
Producr Manufacturer Therma-Tru Corporation
Address/Phone/Email 1181ndustrial Drive �,,
Edgerton, ON 435i7
(419)298-1740 ���„+i�'j/� ����� � � (
rickw@rwbldgconsultants.cot�,
L�TY UF;�;qpHYR(�fLLS
Authorized signature vivian wright PLAf�S EX��`fvER C,
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ema!l $�Z�,j�]�j r�y g�[�X,T(;�li�'�,rj�
:'ax.,�..��i''s.s��:BLE BLTILI)ING,
Category Exterior poo�s �i��a��arlCt�L,FLUIl�.BING A�?
Subcategory Swinging Exterior poor Assemb/iesi�ii,i��j�ia��.CO'��S.
Compliance Method Certlfication Mark or Listing
Certification Agency Natlonal Accredltation&Management Instltute
Validated By Ryan J. King, P.E.
, Validatlon Checklist-Hardcopy Recelved
Referenced Standard and Year(of Standard) Standard 'Year
101/I.S.2 .l 997
ASTM E1886 1002
ASTM Ei996 . 1002
ASTM E330 7.002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certifled By
Product Approval Method Method 1 Option A
Dare Submltted 07/06/2012
Date Ualldated 07/08/2012
Date Pending FBC Approval
Date Approved 08/14/2012
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3 yV VKJZ 1 Ql�... 9/1/2014
F,lorida Building Code Online Page 2 of 3
,. _.. ._...___.. -----...__...._..._..._.__.. ..�. _.._...---.. ------...._...__. _.�._...____._. .._._ __. ._. ._.. _._.. ._.._...__.. .._. .._.. ----._ .._..._. .._.. .._._..
jSummary of Products �
!FL# Model,Number or Name Description �;
j i5225.1 a. "Classic-C�afY'and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and wrthout
Therma-Tru" Sidelltes. Inswing and Outswing �;
i Limits of Use Ce�tification Agency Certificate
� Approved for use in HVHZ:No fLi5225 RI C CAC 15225,1 NAMI certs.pdf �
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date '
i Impact Resistant:No i2/31/2015
j Design Pressure:N/A Installation Instructions
i Other:See INST 15225.1-68(6'8 Door Products), INST 15225.1- FLI5225 RI II INST 55225.1-68.Ddf
i 80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FLI5225 R1 II INST 15225,1-80.pdf
�Direct to Masonry)for installarion Instructions. (Note- Glazing Shall FLI5225 R1 II INST 15225_68M:pdf
�comply with ASTM E1300-04) Verifred By; Lyndon F. Schmidt, P.E. 43409
I Created by Independent Third Party: Yes
� Evaluation Reports
fL15225 RI_AE EVAL 15225.1-80.;pdf
' FL15225 R1 AE EVAL15225-1-68.Ddf `
� FL25225 R1_AE EVAL 15225-68M,�df ;
� Created by Independent Third Party: Yes
I 15225.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sldelites. Inswing and
"Benchmark by Therma-Tru" Outswing �
;Limirs of Use Certificarion Agency Certificate
� Approved for use in HVHZ:No FLI5225 R1 C CAC 15225.2,NAM7 certs_;pdf
! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
! Impact Resistant: Yes 12/31/2015
; Design Pressure:N/A Insfallation Instructions
Other:See INST 15225.2-68(6'8 Door Producrs)and INST FLI5225 R1 77 INST 15225,,2=68.�df
15225-68M(6'8 Door P�oducrs Direct to Masonry)for lnstallation FLI5225 R1 II INST 15225-68M.ndf
':Instructions. (Note- Glaz/ng Sha/I comp/y with ASTM E1300-04) Verlfled By: Lyndon F. Schmldt, P,E. 43409
I Created by Independent Third Party: Yes �
; Evaluation Reports
FL15225 RI AE EVAL 15225.2-68.Odf
� FL25225 RI AE EVAL 15225;68M.pdf
Created by Independent Thrrd Party: Yes
':15225 3 c. "Flber-Classic"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fibe�glass Door wiCh and w�thout '
Therma-Tru" Sidelites. Inswing and Outswing ��
i Limits of Use Certification Agency Certificafe
� Approved for use in HVHZ:No FLI_5225 RI_C CAC 1,5225;3„NAMI certs.pdf �
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date �
� Impact Resistant:No 12/31/2015
j Design Pressure:N/A Installation Instructions
j Other;See INST 15225.3-68(6'8 Door Products), INST 15225,3- FL15225 RI 77 INST,15225,3-68_�df ;
�80(8'0 Door Products)and INST i5225-68M(6'8 Door Products FL15225 Ri II INST 15225.3-80.odf
I Direct to Masonry)for installation instructlons. (Note-Glazing Shall FL15225 RI II INST 15225-68M.odf
�comply with ASTM E1300-04) Verified By; Lyndon F. Schmidt, P.E. 43409
; Created by Independent Thlyd Party: Yes
Evaluation Reports j
! FL15225 R1 AE EVAL 15225 3-68.pdf
� FL15225 RI AE EVAL_i5225.3-80_pdf '
FL15225 R1 AE EVAL 15225-68M.odf
Created by Independent Third Party: Yes ;
;15225.4 d. "Premrum Series"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Stee/Door with and withvut �
' Therma-Tru" Slde/ites. Inswing and Outswing �;
�Limits of Use Certification Agency Certificate !
: Approved for use in HVHZ:No FL15225 RI C CAC 15225.4 NAMI certs.pdf ;
� Approved for use ouiside NVHZ: Yes Quality Assurance Contract Expiration Date
� Impact Resistant: Yes 12/31/20i5
j Design Pressure:N/A Insfallation Instructions !
; Ofher:See INST 15225.4-68(6'8 Door Products), INST 15225.4- FLI5225 RI II INST 15225.4_6_ S.pdf
;80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FL15225 RI_II INST_I_5_,225.4-80.pdf i
�Direct to Masonry)for installa[ion instructions. (Note-Glazing Shal! FL15225 RI II IIVST 15225-68M.pdf
�comply with ASTM E1300-04) Verified By: Lyndon F. Schmldt, P,E. 43409
Created by Independent Third Party. Yes
Evaluarlon Reports
FLI5225 R1 AE EVAL 15225.4-68.pdf
FL15225 R1 AE EVAL 15225.4-80.pdf �
' FL15225 R1_AE EVAL 15225-68M,pdf ;
j Created by Independent Third Party: Yes
i '
i 15225.5 e. "Smooth-Star"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door wlth and without
Therma-Tru" Sidelites. Inswing and Outswing �
iLimits of Use Certification Agency Certificate
; Approved fo�use in HVHZ:No FL15225 R2 C CAC 15225.5 NAMI certs.�df
� �':
http://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqv3yVVKJZIQR.., 9/1/2014
Florida Building Code Online , Page 3 of 3
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date �
i Impacf Resistant:No 12/31/2025
j Design Pressure:N/A Installation Instrucfions
; Ofher:See INST 25225.5-68(6'8 Door P�oducts), INST 15225.5- FL15225 RI 17 INST 15225,5-68,pdf
j 80(8'0 Door Products)and INST 15225-68M(6'8 Door P�oducts FL25225 RI I_I INST 15225.5-80.adf
!Direct to Masonry)for installatlon instructlons. (Note-Glazing Shal1 FL15225 RI 77 INST 15225-68M.pdf
comply wlth ASTM E1300-04) Verified By: Lyndon F. Schmrdt, P.E. 43409
� Created by Independent Third Party: Yes
� Evaluation Reports
� FL15225 Ri AE EVAL 15225.5-68.pdf
FLI5225 R1 AE EVAL 15225.5-SO.�f
j FL15225 Ri AE EVAL 15225-68M.pdf
Created by Independent Third Party: Yes
':15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Stee/Door with Transoms. With
Series"and "8enchmark by Therma- and without Sldelites. Inswing and Outswing
Tru"wlth Transoms
Limits of Use Certification Agency Certificate �
; Approved for use in HVHZ:No FL15225 RI C CAC 15225.6 NAMI certs.�df !
; Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration Date ;
I Impact Resistant:No 12/31/2015
j Design Pressure:N/A Insfallation Instructions
; Other:See INST 15225.6-68(6'8 Door Products)and 15225.6-80 FLI5225 R1 II INST 15225.6-68.odf
;(8'0 Door Products)for insrallation Instructions. (Note-Glazing FLI5225 R1 II INST 15225.6-80�df
i Shall comply wlth ASTM E1300-04) Verlfled By: Lyndon F. Schmidt, P.E. 43409
� Created by Independent Thlyd Party: Yes ;
; Evaluation Reports ;
; FL15225 RI AE EVAL 25225.6-68.pdf ;
FL15225 RI AE EVAL 15225,6-80.Odf I
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQR,., 9/1/2014
4 �� � � � � �� ;�
� _ sesa�rnAx. � �
105.50"FMX.OVERALL FRI+l.1E W(D7H� �OVFRALL WIDiN—� .n o�r;,g
� ...,
..�� .o.� a. �6 = a� • m o�i7 1 ? 3 1 2 3 � m�5°' a
� 5 5 S I 5 5 5 o m_Z . =
THERMA TF�U Qt�0E2S 'JJ -- � " ao a
1181NOUSTR�sI OR.�zOGERTON.OH 43517 I rr� I�-1I �-� 'c,-� -�( rr1� Y� rr= -_�' ;�-.a y�� o
I �� �� I�{J L�'� �-4 �'�I �� i� .� �i i. ii i� i� z oo�r.
�i �� �i �� �i i� �i i� �� i� �R Q` E
�i i� y i� i i� i� �i i� ii �'o n"o d$ =
G �i �� �1--� �Y�� �-a' �Y'� i� ii ii ii i. ii i� �i �xZ aQ y
'°Fiber-Glassic"and"Ber�chmark b Therma-Trcr" �� '� �' '� �' '� �' '� ,' ', ,' ', ,' ', ,' '; ,' ', ,' � z m�o-
u3 2 I I I I 1 I 7 1 I I I I I 1 I' I 1 1 � O �i
>C� 4 i i� �i �� ii i� �f �i �� ii �� �i 4 .i i� �i i� ii �� o �os ao'�
Ow i �i i� 'I i �i i' 'i i� 'i i �i i� i� �< �i .i i� e � oo c
y<w5 � i � � 5 � t i '� � m d a o a
ii �i �l_1� �� 1-�� �-� �� i� !i i! a�i �� 5 i� a D� �
68"SI@1GLEAND DOUBLE OFAQUE OR G1�4ZED PA11�EtS `� 5 '� '' '� �' S ;� �' '� �' '� �' � � �
� � � � � � •�, � � -�
o� 5 �j �� �1=�a r-.�� �1--? �� �� h 5 i' h i• i' �I ;� E �o
VV/&W/OUTSIDELlTES o �, �� �, ,� �; ,� �, ,� �, �� �, �� �; �� �. ,� ,, � , �
111tSWlNG/OUTSWl1JG `�' � '� �� �� �, �� ,, ,� ,, .� � �� �� �: � � n
w �' n � � �, �� � � ;� i' n �� �t �; 'i �' n &
,� �i �' '� � '� �' ', i� �i ,� �i , , ,� �i i� �i
11VSULATED FBERGLASS DOOR WtTN WOO�FRAMES I �_� �{� �r� -'�� �-_-'y �� -�_�' �-----J� ��
� W
�?O
1 2 3 4 5 6 1 2 3 4 5 6 �i=
GeneraiNofes s 6 6 6 6 6 s 8 6 6 6 s �o o�
�o zw
1. ihis product anchoring drrnving has been developed in compliance;vrth the 2010 Florida aoueaF w/si�eurFs o;cxo s:Nc� w/sioEurEs oxo �o, ��
Buldng Code(FBC)excludrng fhe"High Voloaly Hurricane Zone". See the Certi�cation h1.4X DESIGN PRESSURE MAX DESlGN PRFSSURE �� m ¢�'
Agency Certificate for sizes,�ecifications anrJ ratings. �'�3•� -�`�•� +40.0 -40.0 �� N ��
_ �, m
2. Froduci anchors shail be as�sfed and spaced as shown on detaiis.Anchar embedmen4 �
�
� � ��
74.50"MAX. 53.00"MhX. � o a�n
to base material shall be beyond waQ cEressing,siucco,feam.brick�nd other wafl OVe:�u.w�DZit o) � �a
coverings. 3750"Mti:. OVERAt�WlD1N � Q
0��� 1 2 3 1 2 3 a a
� 3. Vvood screws shaD be installed foliovring instaliafio�inshucfions oF ANSI/A�&PA NDS 2(145. � ��D� � 5 5 5 5 5 m
AI9�4her fasiener typEs to ba instaflec�fopowing fastener monufacfurers instaliation J
instructions. � r;a rr-� ;s--a; s-a b�-?: �=T �_� � � F-�
�� !�y r_� �r3 �t� r� �� �� � ir_�
� 4. f-�stener embeciment depfhs,edge disfances and eenfier-cenler datances sha±i be as ¢ Y r�� �a d ¢ �,=-r� � -r �; '� ��
�-? �c- c--� i i �1=-� r,�
s �cfied b fie fastener rnonufach�rer but in no instance shalE fihs be!es 4han snav+n in �= Q•a• ;� ` ;� �: !� �; ;� '� �` '� �' '' �'
if16C�fCkWfOy Y O� 5 �� i� �� �� 5 5 �i' �i !� i i: :' �� i 4 �� �� i� i i; �i
9. �' '� � 'i 'i �i i� �i i: ;: i. i 'i i' 'i i'. `i O
5 5 � � Y� i Lr s �: � 5 '� �
� � 5 q�-Si cy O.H. �� � � r� .� ,� e�-�� �� �
� 5. tiYhere shims are used,Shey must be a'Sigid/s6ff moterial tha#compfies:�rith the �� 5 @ 5 5 5 ;� �; e �',
m W �a c� 'F-r ,�_�, r-� :r� 5 i r- �
� requiremenhcffhe2010FBC. $ .� ,' '� �' �� �� '� ,� �? .� ,� �� �� � �r-� ;5=�� �
i, �i � i � i :i i i a � I i � i; 'i
� �' �� i', 'i �i i �� :i i i ii ;i ,i i � i �
� � 1 I � �1 �' :� �' '� �
3. Posif�;e and r:e afr✓2 d si � euure re umem2nis fa use witt;tnis drawin sha!i be I '� ' '� �' �' '� �' �;. '� +' '� � '' '' '� ''
^ 9 � 9 Pi 4 9 •r_� c.y �� �t 3 � _�. �t_�v ��� t� ���
detemtined by others for spacific jobs in occc�rdance with ihe goveming cade. D � P ; _
o �---- -----
7. $fte candiiions not covered by fhis drawing are�b;ect to furFher enaineering or.aly�is. a 5 6 4 5 6 a 2 3 4 s 6 Q f;
s s s s s 6 d o 6 s s s � �
� rpeu�oF corrrFr�rs ' =
^ S1r�Gu:X OCUBCc XX SttJGLE tt/$�DE:.fiE aX � �
� SNEEfa D�,SCk�F1lON MAX D£S(G!d�F.FSSURE hiAX aEStG/V PRESSURE MleX DESlGN PRESSURE `� �
i i Typicat elevafians,�esgn pre�ures&generat notes °"� 2/2�/12 �
- 2 Bac�anchcting �b7.m -67.0 *'�5.0 -�SS.O +�0.0 -44.0 -
�,� rv.r.s. -
3 kamean_hwing �uv.ar: JK -
q Frar�e anchanrg&b�l of mntericL^ lOCX HARDW/.RE MF6 d StR1E5 ��er: �S 3
HGrizontol&veAical cro5s section; r,r.wtxe wo: �
� 6 Vertieot c:oss secfiens i.'WIKSEf S1GN.INRE SEFtES LATCN F�-75225.3-6$ -�
i:WlKSEf StGtikTURE SERteS 7R0 OFADBQLT
` SN� 1 OF Fi `
— — r.
s .
4" 4" �4� 4� ¢� � r d� 4n
�,-�., 8" � �'4w '�n;. .'�� i�e _ :.b;.(:`I� � �4Y '^ e �gI
II I' u I I � I I � �I 1 I � I ��m 5@ t�l e 1
_ I� II 1 I ��� �� �� � '
Zd "i
� I I `r I 1 `MULUON � I I `fdULLION �� � �=��o`��w
, (�l �� MULLION �I MULLION � 4 I I SHOWN FOR ¢ I I SHOWN FOR �I y>'� o N f�a
I MASONRY U I I SHOWN FOR II �I MASONRY � REFERENCE MASONRY � �EFERENCE � -, o�a°- �
O P E N I N G T Y P �� R E F E R E N C E �� S H O W N F O R I O P E N I N G n p, �� O P E N I N G N p_ �� � m o r•;a� i
HEAD �� REFERENCE I I H�p I I H�p I I I I 9 � g z-,Q�}N
& JAMBS I I & JAMBS & JAMBS I I o g o L E o LL
2X BUCK SEE NOTE 1 �� II SEE NOTE 1 SEE NOTE 7 II ^ � �
a maam°o v°
i i u I I X� � BUCK �i 2X BUCK i i I I � a f
II �� II �Z II �W II �I �Z E �� J
I I ��q�Rq�q�, I I �w I I _ w I I MULUON �� a cwi � '�
I I �� SHOWN FOR I I �+z �I o`t,v I I SHOWN FOR �� O1 Z �
�� �� REFERENCE �� �o I I CO o I I REFERENCE I I `9 0
II �� II il ^ II II
�� II II II II II
il �� II II II II o Z
- �o
- _ ;:;.: ' - �� o
DOUBLE W/SIDELITES .` SIHGLE W�SIDELfTE •` SINGLE W/SIDELII�ES �S m z
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING w� w ¢
�m � m
U �
� O
0
�a a
9 �48� � ��' NOTES _ I ��w �
' II � 1- 1/4"Hco Conaefe sUews anchoring ac buckrequire o �
� minimum 1"cfearance to masonryedges,a 1-)/4"minimum ;
�+ embedment and a minimum 4"Gearance to adaceni '�T
� 4 �� concrete screws_Substrtution of equol concrete screws from a 4 — Z
MASONRY II �fferenf suppfiermay have different edge distance and MASONRY o
3 OPENING T�• ��� 1� ' OPENING NP �� �
centerdCstance rec7�ivements.Concrete screw locafioru at fhe
o & JAMBS A$1RqGAL & JAMBS �
p comers,at multion locafions,and at ashagol locations may be �
m SEE NOTE 1 �I SHOWN FOR SEE NOTE 1
3 adjvsted to maintain the minimum edge disfance to moAar
0 2X BUCK u REFERENCE joints.!f con�ete screw focafiorts nofed as'7vSAX.ON CENiER" ¢w
� musf be a�usfed to maintain the minimum edge disionce to �z
�� ¢w mortar joints,addtional concrete sc2ws may be requ'ued to 2X BUCK �� i
a � �z ensure the ma�dmum on center dimension's not exceeded. "Z �
M '� �V •��-O w a
� � �Z 2.2Xbuckmin.S.G.>0.55. o =
r �� �o m
:
II z �
� I� �� 2/21/12 =
- sr�: N.T.S. �
- ��
LL �
� _ owc.er: JK m
DOIiBLE DOOR • SINGLE DOOR ��; �� 3
� , BUCK ANCHORING BUCK ANCHORING DRAWIkG NO; N
F'�-iS22S.3-OB o
N
g s+E[r 2 os 6 �
z
�
N �
� "D- "E" ��o N 'C" ^p^ q" `"� w a� �o
j� IN �v � � � �8� A �� � i" `'° a+l
oi
--, F-.3- poiRc�l � � a�
� ��w � .
'c 6 s��--� F--3. 3 TYP. 1 n L � 3..� J --�63., —16"�--� �6�r� 1 �`P `Z a
,_m mo
N>.�
i ii i ii ii i =^ i ii i i ^ i o�mE� �
r W N � II� N – � r � �r_at E
i m ' 1 0�- i n W/2X BUCK ' I a � 'z o a'�m
i ia MULLION oi� � a w`� ¢�n � MULLION w`� p INSTALLATION a �m�E o LL
_ jjfl SHOWN FOR �i� - �_ �w ¢°- _ W a _ SHOWN FOR _ ¢° .� _ 9 µ���x BUCK- a 'm a a m p
REFERENCE � � >� � � REFERENCE >� � INSTALLATION m � ?� �
Q� �� "� � Q� A /2X BUCK INSfALLATION '� �� �• H� & � o 0 3
A W/2X BUCK INSTALLATION �Z � 'I �Z � �Z JAMBS � � �u
- o� � _ _T� o U g �7X BUCiC INSTALLA110N O U - SEE NOTE 1- o
9 W/1X BUCK IN5fALLAiION �Z I `r 2 lyp_ HEAD & JAMBS �Z
TP. HEAD & JAMBS - � I ^� SEE NOTE 1 �
_ SEE NOTE 1 _ r�
a o -� - - SEE NOTE 1 a o
SEE NOTE 1 SEE �^ � �W SEE NOTE 7 �n �-= _
i 6 16 DEfA(L `4" o I `� _ = w¢ 16 16 � 16 S� p I o z
- i�e o i i - 7 6 � SEE a - - - - DETAIL "i". o\ �� cr
12 iin 5 u�� M`+, D E T A I L N� iii S� 5 "� �� x
SEE "6" f 2 ne 5 DETAIL "2" t i y J c�
iia 12 NO7E 1 � _ I iu S. �5 � Z¢
- L_ _� _ _ _ m N �
r- a
'r � � �
^ � U
„C„ ..p. •�- �� � .C. .p. A. .8. p� o �
� a
- a_ a
. SINGLE DOOR W/SIDELI7E5 �/IEW "E"-'E` ^V(EW 'b"-D" SINGLE DOOR W/SIDELlTE VIEW "B"-"B� �INGLE DOOR VIE'N A�-"4" }
sHowN w/oaww,t coaaucn�o m
9 SIDEIffE TO dJOR JAFfB CJNNEC110N5)
NO7E5. W/2X BUCK 2
� iNSTALLATION
1_ 1/4"fTW ccncrete screws anchoring frame and/or sil(require a minimum 2-I/7'clearance fo 0 0 Z
� masonry edges,a 1-f/4'minimum embedmenf and a minimum 3"cfeararce to adccent g W 1 X BUCK �
= concrefe screws.Subsfifution of equaf conaete screws from a dFferentsuppfier may have IN3TALLATION �� �
' different edge dstance and center d'afance reqviremenh. Concrete screwlocations af fh.e � SEE NOT= 2 � �
� comers,and af muiGon Iccafions,may be adusted to maintoin fhe minimum edge distance to
3 mwtar joints.If concrefe screwlocafions noted as MAX.ON CENTER"mus7 be adjusted fo
o maintain the minimum edge d"stance to mortarjoints,additional concrete screws may be �
' required fo ensvre the maximum on center�mension is not exceeded. OETAIL "6" DETAIL "2" �
m
� 2_ 3/16"IIW concrete screws ancnoring frame and/orsAl require a minimum 2-5/8"cfearance fo � a
masonry edges,a i-1/4"minimum embedment and a minimum 2-1/4"clearance fo adjace�i W�2X BUCK Z o ;
concrete screws unless othenvise noted by concrete screw manu;acturer. INSTALLATION B Z
�° 3. The side�te is direct set into f,he jamb with(12j�8 x 2"pfh.wood saews.There are(4J at each W��X BUCK �Z � Z °
� verticot jamb,from fhe fop down af 13.5',3I;48.5"&66".ihere are(2/at the header ot 4"from �NSiALLATION 1 � C onre 2�21 �Z i
o` SEE NOTE 1 scuF: N.T.S. �
the outside comers of the frame.ihere are/2J at the sill,4"from the eutside corners. ;
owc.sr_ JK �
,4- Fbr opfionaf sdelife construcfior:with staptes,sidefite is drrect set info'he jamb wrfh(4f�/6"X 1 � a+x sr: lFS 3
a
� 1 3/"16 ga.staples afong each jamb(6"from ends and equoliy spaced thereaffer�. DEiAIL "7" ���� '�
I DE7AIL "4" FL-75225.3-68 0
srr�r 3 ov 6 �
< —
�
"E" tn a -�
I IN �"�$c�v v�= � � o �
"C' 6" PAIRS 30 >.^., ai A �„`O�o N �n am�' �Y
z
"_I � �g� 3" TYP 1 3" �y, r` >'.�., o; �'w _ '•� .
L I 3 3J� � 6"� F-H� �`3� � � �3 3—�� Y' 'i �sP � 'dr�m o Z �w
I 1 I I 1 I I I I I I I I I _ 1 I I I I ! �'"' (�a
�oo o"'^9
� SEE NOTE 3 II W 2X BUCK � I . ; � c°��v•:a.t°,�i
SHEEf 3 �� SEE DETAIL "3" A INSTALLATION ¢� �o SEE DEf 3L ��W/2X BUCK q �i,�, v Z m o�av"
II W/1X BUCK �v _ _ W ��INSTALLATION �Z ° 9 0 o E° �
f� 9 INSTALLATION w a - - �Z �j�W�1 X BUCK y - o U a m d`a m°4 -
ASTRAGALJ u MULLION NP' H� N� _ = ASTRAGp,L•J i I�ST�TIO& a Z � � 9� 3
& J A M B S i� S H O W N F O R o
_ SHOWN FOR I� SHOWN FOR SEE NOTE 1 � _ _ REFERENCE �I JAMBS _ � � ��Y
REFERENCE u REFERENCE SHEET 3 - - � ONLY I( SEE NOiE 1 0
ONLY II II SHEEf 3 0
II SEE NOTE 1 SEE ^ 1I
- SHEET 3 - DE7AIL "4" a' - SEE NOTE 1 SEE NOTE t- a o
x w 16 II �g �W �� SHEEf 3 �� SHEEf 3 DEfa �^ �
�z 76 u av - = 16 u 16 ..�. o � o z�
w 5 G _ 16 a �\ _ �� _ o� o w
oc� -;2 II 5 `"� "�� 5 II �� �� �¢
�*Z 12 EE NOTE 7 I 5 i� } ��
�� \ 'I SHEET 3 L- -� _ �I _ . � �� � ¢o
' � 3'm N �J
1 Q �m
� U � � �`dS
,.C. _ o
�E� � A o �
ViEW "C�-"C" DOUBl�E DOOR W/SIDElITES VIEW "E"-"E" DOt1BLE DOOR VIEW A"-A' a a
sxoxx w/ovr�ooRRuca�v y
�-asrrx�zs.rtEu L�(n'p uc m
;
so¢rts ro 000rt awe cororEcnoNs)
W/2X BUCK 2 "
INSTALLATION
Item DESCRIPTJON Moterial yy��X BUCK
A 10 x 2-1 2 PFH WOOD SCREW STEEL INSTALLATION 12 1 � �
z
� g 10 X I-3 4 ?FFI WOOD SCREW STEEL SEE NOTE ] �
�3 C 10 X 7 PFH WOOD SCREW gy� 3 ti"�'/2X BUCK 3 �
STEEL INSTALLATION Zi
o � 10 x 3 4 LG. PFN WO00 SCREW Hin e to Frame STEEL �
d 2 70 x 2" LG_ PFH WOOD SCREW STEEL � W/1X BUCK �i 0
� 3 8 x 2-1 2 LG. PFH WOOD SCREVJ STEEL OETniL "�" INSTALLATION
m 4 1 4" x 2-3 4" PFH ELCO CONCRETE SCREW STEEL SEE NOTE 2 i
5 i 4" x 1-3 4" fIW PFH CONCRETE SCREW S7EEL SHEEf 3 m
3 4 1 4" x 3-3 4" I1W PFH CONCRETE SCREW STEEL DETAIL "3' � a
i 7 3 16" z 3-1 4" ITW PFH COMCRETE SCREW STEEL A7TACH ASiRAGA! THROW BOLT o �
12 1 4" x 3-1 4" IIW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME '�
� AS SHOWN. o 0
� 13 MASONRY - 3,192 PSI MIN. CONCREfE CONFORMfNG TO AC! CONCRE7E I
'� 301 OR HOLLOW BLOCK CONFORM(NG TO ASTM C90 � C on� Z Z� �z Z
� ]6 1 4" X 2-1 4" PFH ITW CONCREfE SCREW STEEL � �
s�: N.T.S. �
0 20 HFADER JAMB 4.656" X 1.25" TNERbfA-7RU, SUGAR PfNE SG >= 0.34 WOOD 5
21 3 4" THK PRESSURE TREATEQ SIDELITE PAD WOOD °NC�a"= �K �
30 i 2" X 7" X 25 GA CORRUGATED FASTENER S7EEL � a+K er: LFS �
owunHc t+o.. �
� OETAIL "4" FL-15225.3-68 0
s�r 4 oa 6 `�
a
�
, R;W•ProJects\Pro)ect Folders\ProJ 1201•1300\pf 1208\D.RWBC Drawings\I5225\FL-152253.dwg,5
X
W W
z �
-, � .
m T `
A � e T
� °. D t� i
y N
�� . ' ���
. �'�?
� `"m m
��—�= O�
b � . . ��
� m
L
��� , ew. —
��
�] N
m ,25"MAX, ��_ " N�
I'd,l1) (•�,u� z SHIM SPACE �O�
--�–�3J071.?JNOS`dW�3�J03 A2INOSVw-�" � 1.25"MIN, �A z
W021�'NIW��l WOa�'NIW��l EI`'18'TYP' "o�
u�a . - • • •' m�
�o rn o, ' -° ., W �
.�m
c'o c= i�
�q; �� N
F�� X
�.,��� �Z r � W
� �"�� �+ �
}� w� = A
W Z �� � T
N
'O -A
D �
m' O b � m
�
A N N O
O Z A �
rn
�.o v �
�a�
0
�� w
�m I
0.15"MIN. I
C-SINK
� 0.25"MAX,
SHIM SPACE
1.1 S'MIN.
EMB.
N N �
� �
y�O C ,. �
?.`�� A "�i 70
�a�
�
O p r+ ,
��H
m _.
��, ��`� N W
W z ��`�' x t�
�� �'-1.25" � � W . , O�
m� 0
�cs� � X . �ZZ
Z� A "�— ���T
n? , — p0
rn3
tn w
5 o S yp —�
�.y�a ' i
,�p v
�. ��
��� N -
��w ' 11z°z
v�T
� �25"MAX. � `"m�O
� SHIM SPACE ��
1.1 S'MIN, �
� EMB. �25'MIN. I
EMB.TYP.
$ � PRODUCT: Oocumenta Praporad By:
� a y 7� � � � BUIlDINO CONSULTANTS, INC.
� i � ' iHERMA-7RU
� � � °� N FlBERGLASS DOOR �P•O. Box 230 Volrlao Fl. 33593
U
Phone No.: 873.859.9197
N � Z N FloNda 6oard of Profeealonal Englneara �
� � L y� PART OR ASSEMBLY: Certifcate OT Autharizotlon No. 4873
I �" v�i � N HORIZONTAL & VERTfCAL �'�- �_. 2,;��,�
°' � ^' NO DATE REVISIONS BY CROSS SEC710NS
Lyndon F. Sehmidt, P.E No. 43408
�'LOI2 1i.W 9LIIlDINO CbNBULTANTe INC.
I
I � C '�S
o�
I =^ am �a
lNTERIOR EXTERIOR '="�m W= N=
_ Y ~L0� 6
INTERIOR IXTERIOR EXTERIOR INTERIOR o� o„n q,�r,�r
Zo�o•� J
m �"-:a5l� E
20 —�. _ °
zd $ zm= °Qv�
_� Z� �� 0 9 �E'o '�
��. �� 21 0 54t o
�m � �Z �u� a m� m� �.
=�w 13 �W 13 13 $`c
�, , o.•, p• . _ _• .`•, e • , . .. ., w _. , _, -• o � ��
•�, • ^ • ` ' lb ... . ' . ; ., ^ , •: 16 '� � •' • -`<
2-1/2"MIN.FROM 2-1/2"MIN.Ff20M 2-t/2"MIN.FROM 2-I/2"MIN.FROM 2-1/2"MIN.FROM�2-1/2"MIN.FROM
-�-MASONRY EDGE MASONRY EDGE--� -r-�-MASONRY EDGE MASONRY EDGE-- �-MASONRY EDGE MASONRY EDGE�
(TYP.J �1 (TYP.) (NP-I (fYP.) (TYP.] INP-) o Z
�o 0
�� ��-
¢U
1 �JER7ICAL CROSS SECliO(V 2 1/ERTlCAL CROSS SEC710N 3 VERACAL CR055 SECTIOW �3 m zN
� 6 Irmxingconfigurafion 6 Outsvingconfiguration ��' w >c�n
� -�
�
b x,,�, v, o
�� � �
�
U �
�
O F
a a
I }
m
v
INTERIOR JCTERIOR IXTERIOR _ It�ITERIOR EXTERIOR INTERIOR
, / �� 76 Z� ----- Z� I z
� � ��, f� I
� ; - ; ' ; - 1 �
o ��w . =w 5 13 �w � � 93 �
Q � e ' ,• ' . .' _ 13 � . ' ` , � ' � . . . '• e � I
� - • • ' � - • • • ` _ . • • ' Z
2-1/7'NIN.FROM 2-t/2"MIN.FROM 2-I/2"MIN.FROM I 2-1/2"MIN.FROM 2-i/7'MIN.FROM 2-1/2"NIN.FROM I m
� - - MASONRY EDGE�MASONRY EDGE-��- �-.-MASONRY EDGE�-I--MASONRY EDGE�-�- J'-�-�SONRY EDGE MASONRY EDGEr-�- Q �
(ttP.J (TYP.1 (TYP.) � {nP.� �TMP•1 (T�'�-1 , o
�
m
z
N /� Z U
a �,VERFlCAL CROSS SECiION e VERIICAE CROSS SECTION 6 VER7ICAL CROSS SEC7FON °
6 Insvingconfiguratior. 6 Oufswi con urafion a� Z�Zt��2 �
�9 �J 6 Outswing configuration scae N.T.S. °
�
owc.s:�: JK m
' canc.er: LFS 3
� ow��xin+c r+o.: �
N
FL—�522..�1.3-68 0
g sr+� 6 oF 6 �
a •
� ■��t I9 iP�i1�fa Q
IQ5S0"l.M1X.04ERALL FRAME WI�iH
� �� � �� �� � �� � �OYE��D�H �'.^ m� :^�nI
� ee ��e �.e � 1�� F� � ■ ■ R�' I 3 3 I I 3 $� ���5 o s�;
TE-IERMA TRU DO�RS �C I Nt`�LL' Z
S 16 INDUSTRIAL DR.�EOGERiON�OH 43517 �' 7� r � r {�� �� ff-�-ll �'� j�m O Q � ,
1 I �� �� �� �� �i 1� �1 1� �I D I� �1 I� N�^ a II
�' '� ��i ti �� ti ;� �� �� �� �om a
i� �i r- �a '7 i� �� i' �i i� �i d 'i >'ON':4c i
��' Y-� �1=7 i � i i i � � i m
1� �I ;� �1 I� �1 1� .1 I� �I I� �I I� �I 1� �I I� �! E 6 y
5 I 1 I I I 1. �I I 1 I i 1 I ' 1 1 f Z� �,
» '� �' '� �' '� �: �. ,� �� �� �� 5 � �� �' �� �' 4 o m� �'�
Ow 2 �� �� i� �� �� �i �� �i �� ii �i i� ���� i� �i i' 'i m g oESV�
6°�°`SltVGtE�C►OIdBtE OPA�UE�R�L�1ZED DO�RS "� �� �� '��' ��' ��' ��' �; ;� 2 �� �� ��� �� �� ; a 'maai,m� 9
Q � � , � � , , , � �
� �� �; ,� �, ,� �, o,� �, ,� �, � � �
1NJ� t�/C}IJTSfDELITES °� �; ' �_-�� �_-�; �� �-.� ,� �� �� �, �� �� ,� �� � 9r
gLL �; ;� �� ,� �, � �> > �, �� �, �� �; �� �; �, �; �� _ � ��
� �, � �� �� ,, ,, ,, , :, ,, � ,� � ;� , �, � ��
ee q � �� �� �, �� �� �� �� �� �, �� �; �� �; �� ,; ,� �; ��
'r_i � -�I I�� I�y �-�I ��i r-g � � �L� �
W��/,� f I li If 1� I 1 I I I I I 1 L_---�J
V � �
��RE�T TO 1�IASOfVR1�IBV�I'ALLAT�Ot� � a s 6 a a S 6 �z
3 3 3 3 3 3 3 3 =o o�
oouss�wls�n�crrEsoxxo sruc�w�smarraoxo �" oz
rt4AX UESIGN PRESSURE MAX DES7GN PRESSURE ���,, j Q 4
GeneralNotes +55.0 -55.0 +55.0 -55.0 ,��,� m ��
� �W � 4d(n
�' 1. Thu produci anchoring drrnving has been developed in compfiance wdh the 2010 Fbrida 3�-SD'�MA�- � � ''�
� Buldng Code(FBCJ exduding the"High Velocity Hurrmcane Zone".See ihe Cefi"�caiion D�LL IFF-���--- 74,�6"A�X. �•�"ti�'� � � Q v=i
� Agencv CErtiftCate foi sQes,specifiCations nnd rotings_ WID7H �OVtRqLL WIDiH �OVERALL WID7H o q ��
w 1 Z 1 2 1 2 � al `a a'
� •2 ProduC anchoR shall be as GsFed and spaced as shown on detoils,P,rzchor embedmenf 3 3 � 3 3 � 3 3 !
to hase mai2riof sha11 be beyond wall dressirg,siucco,faom,bri,.k and ofih�r wali 1 - m
coverings. 5-� c a �-a 4� �� �� ��i �
� ��i �� ;r_� ;t�� 'r�., �-� ;� �� �-y
, 3. Fasier:er embedmenP depths,edge distances and cenCer-center dr�tances sh�a9 be as � ,� ,�� . ,c�, ,-��. a '� �'
1 -t -f 3 �., ;r-T 3 � i a r-�
� � � j ; �; �� �� ,� � �� �� �� �r�, �� i 3
specified by the fasfener manvfacfv;er but in ro instence sl�all fhey be less fhan shown 3n �_ � � � �' ,, ., ,, ,,, , , � � � ,
>c� 2 �i �� �� �� 2 ( �' 'i r :� �� �, ;i i, 2 � ,� ii i� i �� �� 2
� 7}iiSdfflYJifis• Q� �i �� il t� �� �� i� :� s� :i r� �i ' �i �i i� �� �i Z
�, �� 2 g��-5i �-� 4 � c� ��� �� �}s `� 2 :� �i a�� i f_� 4 0
q 4. 4Vhere shims are used,ihey must be a"rgid I stifi'materiai fhaf com¢lies wiYh the L� 2 � �� 2 ;� .; 0 2 '�'
a - -� r-a �c - - - � i
m reqviremenfs of fihe?O10 FBC. o� ��� i� � � i i '�i �'T� ��i i i}� �� r� �"� �'7� � �
s N �� i� �� :i � i� i �� �i ii ii ii i .i �� �� I� 1' '' (
� m i� �, �� +i �� '� �i �i ii ii �� .� 'i i ii i� �� i.
I 1 .i 1 .1 1 1 I I I. �I I I
� g 5. Pasifrve and aegoiive dezgn press�re r�quiremer,tr for use�.viih ihs drawing shcii be � � , .� � �� � �� �� �� �� �: � ' '� ,' '. �' '�
' � determined Gy aiheis tar specifc jabs in eccordance vrith the goveming!:ode. � hj� �`' � `�i �� ��' `Y j �rD `��' `� " �
0 6. Sife ecndi!ions not co�esed by ihis drewing ase nstr;ect io iurther engineering anciys�. $ o g � 3 4 5 6 �•� =
N 3 3 3 3 3 3 3 3 � o �
�
�o rae�aFeonneurs s�"c�x «>ue�xx SlNGIEWJSIOEUfFQ7C � a
MAX DE3IGM PRESSURE MAX DE�(GM PRESSURE :vi 4X D�SJGtJ PRESSURE � z �
� SHEEl# DESCR7PTIOH
sraR�ua:a,xe f55.0 -55.0 +�5.0 -55.0 +55.� -55.0 w� 2,�2a/12 Z
a 1 Typiccl elevc�orx,design pr2ssures 8,gerter�l notes � �.�,.S. Q
� 2 4torizor}alcrossse�fionsmasonry Secu.�tysfrike t65.0 -b5.(3 �,p;: �� 9
A 3 Vec�'scal crosi secfions mwonry
� A kame anchcrn:g LOCt(HARO WARE MFt d SERIES a"`'g" « ;
c{uxs�[c n0.:
s 5 kame anchairg&t�1I of mote�ls KWIKSElStGNAJt1Rf SERiESlAFCk Z_��Y25-68M "
`,` KW1f4Et S:GNATflhf SFP.tFS 780 OLRCBOL: a
$ SH�t:r 1 Gf 5 `'
— �:
• R:�A-ProJects�Groject Folders\ProJ 1201-1300�pt 120A\D.RWBC Drawln9s\15225\FL-15225.S.dwg,2-68M ,
�\/ {/��
0 0 \�
ti1 IJ N-r f�� m
4�0� ?OY
��� —4.25' V —1.5"MAX. Q�'A 2.25" o�-- �—� 1.5'MAX.
3
3 n � -- 1.5� `o'rn' O 1,25'
o'a � MIN. (,1 �o � MIN.
� ~ o~ � � � v �
� � 'v v� � A � o
o O n o O n
� y � y _
/
� � �
S �
� m � z
� � A
� � O �
O p � �
�
� �
Z rn
-.�
� �
� �
O �
O O �
� �
N�
0. �w =
- _
P � � � �
v�O \ ��� ��O
P�A o o w` n � ° n. �
0(O O O �_�N 0 D S
P= n is�� � o�o ? �rniN.
co �" MIN. � D
� o
O � b c � G
O� � 0 .b _ " _—
� y 4" 1,5"MAX. j O 7'-- I.5"MAX,
V1 N
� y n
° T
z � o ��
,�o
N ln
4.25' � 1.5"MAX.
'°��
�
� 1.5'
oc�� ti MIN. �
v�� � a �
� r
Q � —�� 1��
�'OO �
M
� '
O � �
Z � �
O O
� �
Q PRODUCT. Dooumante PrepareE ey:
� �� `!Z � �'1., � BUILDINC CONSULTANiS.INC.
� � � _ iHERMA–TRU
I € � � ' N FIBERGLASS DOOR �P•o. eo. z3o vain�o Fl.. a�ses
N (n Phone No. 813.889.9197
2 N Florldo Board of Profeaelonal En Ineere
� N� r ` � -+ PART OR ASSEMBLY; Cartificote 01 Aulhorization No. Bt3
� � • HORIZONTAL CROSS /
I�' � � �' NO DATE REVISIO S BY SEC70NS MASONRY `'�� �•z i•/t
lyntlan F Sohmldt, P.E. No. 4J40B
�7.012 R.W.BUILOINt3 CGNBU4TAN'f8 INC.
� R\A-Projects\Project Folders\Proj 1201-1300\p11208\D.RWBC Drawings\15225\FL-15225.1.dwg,3-68M
' • • � �
� A iC) n
'-° m
W N 70 /
W ,.
o;5.� V'•�d `O rn a , �f.i
� (� t 2�!
�� r j�
Y!]
�� 1� � P n
af0 A , , Z� 6� �
� 0 Z �'�
�y I r'—�Tl � 0 Z
---1
' m � �� m
fl � ' � m �
z� � � o
�
Z T �`
Vi
� 1-1/4"MIN. �
� EMB,�TYP.J .
1-1/4"MIN. �
EMB.�TYP.)
1•I/4"MIN.
EMB.�TYP.) [�] �7
. �' � �
`°' � O
w�, . o ��� � .� �
ww p
�� � ' .� �
� ^ i. �� � .
= n ^
�� • . e
o �m
oy .> • . � po .• �
A � R1 �7
� •" • • � � • ° �
Z , 0.25"
CSINK
m
N
1-1/4"MIN.
EMB.�TYP.�
1-1/4"MIN. � 1-1/4"MIN.
r EMB.�TYP.) p rEMB.(TYP.)
i�
Cn
W O� � W A d
g� °m ' �
�o . �
�.� �.� O
D n �– �
�
�,a , . c�� .
c p , o �
p V1 �Vi .o
��� � �
'� • , � Z • .
z • �
., � �
m �
m p
o, �
PRODUCT: oec��,e�t� Prepored ey:
� � � � � � � THERMA—TRU � eui�owc CONSULTANtS, INC.
I � � r� — FIBERGIASS DOOR `WP.o. eo■ sao voi�oo FL J3995
W � � Phono No.: 013.BB8.8107
N :. Z � FlartEo Boord o/ Profesefonol Engineere
� N � ` � PART OR ASSEMBIY: certu�calo t nu h ot�on No. BB13
I�, v, �n � • N VERiICAL CROSS �?--�,,.�,af-�
� NO DATG — RCVISIONS BY SEC70NS MASONRY �y�don F Schmldt, P.E. No. 43409
�2�C19 R.W BtIILOIN�CUNUl1LTANT9 INC.
'D' 'E' v�; ^ 'C' 'D' "A w� � � m `$
I �MOoi � � r .. � •B� •A• �r��.N �n�w"?
F _ •I m� �a
� T•�I`��-- >�^, 3 `� �– >^. rn �m •
I --{ a= NZ
T�-u`�---i I-a-3' 1 �_ s'---I ' �' I bv�L_ �� �� � �=m �_ '"
„�•eo a
I 1 I I 1 I I 1 I ^ I l 11 1 _^ _� - ioW o" v
� `� i ic D 6-9/16"HEAD ^ � ..T m '�'�•-a 5� t
i iu p 6-9/I6'HEAD � �� �,t i ie TYP C�?HEAD N.r \ o z m c °< '^
Ilo �'�H� �� W F 49/I6"HEhD W `0 9 ao LL
_ ` I10 F 49/16"HEAD�ii - —r >� MUWON >� � D T(P.'@ HEAD ° ��` °o`
a` m�m o
� 4-9/1GHEAD a�
MUWON W „^� x w SHOWN FOR n x u+ F •
SHOWN FOR '� <Z � Q z ` `t
RB�RENCE �w � �u, RffERENCE _ `, o U – o � ��
�Z -�a z G b9/I6"JAMB .Q Z G 6-9/16"JAMB-
G 5-9/16"JAMB -p �O �O �
iYP.@ JAMBS i iYP_@ JAM&S
9/1�6"J MB 1 H 49/16"JAMB _049116`JAMB �
- H - a o � - - - • d'o
�._ �._
16 5� _ � ` 16 � ' s�
16 o�ra�'s o i o�ra�-r, �� o z
— ua un — o� Ls� — i�s — `st� — 5 — ,�.;+ �g �
12 iie $ ut� '�•+.• DEfAIL"4' 12 iiu 5 DEiA1L"T'&3' � �y J �
IIB 12 .� IIC �� � Z
Q
� — — — W� N W
�m Q �
L� � � �
-.C., -p- F •c 'D• A• -.g. .A. � o
0
�
�/lEl�"C"-"C" SfNGLE DOOR W/SfDEL1TES VlEW E"-"E" VlEW"D"-"D" SItJGLE DOOR W/SIDEUTE Y(EW"B""6" SIMGLE DOOR VIEW"A"=A" a a
m
9 �
CONCRETE ANCHOR NOiFS: H O �
1.Subsfihrtion of equal concrefe anchors from a diHerent supplier may have different edge N
disiar�ce and cenfer distance requiremen7s. 26 H o
m 2.Concrefe anchorlocafions at fhe comers may be adusted ta maintain fhe min.edge 24 / � v'
` dMance to morfar joinfs.Il concrete anchor locafions nofed as'lv1AX.ON CENiER"musf be / � �
o adjusfed to maintain the min.edge distance to mortorjoinh,addfionaf conueTe anchors /
m may be required to ensure fhe"MAX.ON CENTER"dimensions are not exceeded. DETAIL"1"
� 3.Conaefe anchor table: l?ECAIL"2" ,
� .......... ................
..........::•�:::•�::•:�::::•:�::::�::::.....
....................,,,.,........,,...
.....
a ,ANCI-tOR.:`:4'NGli.OR'." 'MlM:. : '/yt/N;.GtEAR;Q'N.CE:�7Q' ..M1N::.GLEAkAfiIGE.TQ �. p an Qf z
r , . . : .. ............. .....:.:...::...::...:.::
� . .7�PE.... .�. 5f7,�; f1uiBEDME@ti':: :�y;qSDNRYr�DGE ::i4D17JCp�1�ANCHOR:. -
o ................ .................. .::� . ' Q �
......:................. ............. ........ ...... 27 H
ITW 1/4" 1-tl4' 2-1/2" 3' p � P
� 27 0 0
•o ELCO 1/4" i-1/4" 1" 4' � oa� 2/21 i2 ?
26 ��a¢4�
tTw 3/96" 1-3Jk" ASSHOWN aSSHQ4vtd � tan ard � scx� N.T.S. �
xE
- 24 '
owc.er: JK m
SlDEIliE NOTFS: anc.er: LFS 3
• 1, fie sidelite 6 dmect set info fhe'amb with 12)#8 x 2"pfh.wood screm.There are(4J at each orwnNc rm_
c
1 (
nEraic�s� flFrari�s^
P
verticol'amb,from fhe to down at 13.5;3l;48.5"8 66".There�e/2 at Ihe header at 4" -75225-68M �
J P 1 FL
Securi �
Irom the oufside comers ot fhe frame.fiere are(2J af the siil,4"from the ouhide comers. � �
sM¢r 4 oF 5 �
Q — —
r
� ,
"r-- �,: ^ -t
I � WM o� A _ ���� I p �' Y�ml
� I �. �� � ^ � r-- >: �; z; qP �,g
�~I ��,�--�.� �,---� �--1 r-3, 1 � �� �r— � �6�r � _�a wz �_
� i t i i ii � i ii ii , t � i ► i i �=m�� ;�a
� II r I — "'"= f
SEEDETAIL"6' � o�m o��L
p 6-9/16'HEAD �� ' I Sff DEiAIL"6' �� p 69/16"HEAD x w �o�+•:a`.r°,
lYP.@ HEAD II �I �W m Z m m o m
49/16"HEAD 1YP.Q HEAD
F �� �� F 49/16"HFAD o U � 9 o L�o '`
A$TRqGq� �� MUWON ASIRAGAI- �� =r p a 'o da m°o v.`ao
SHOWN FOR II SHOWN FOR G 6-9/I6"JAAh6 SHOWN FOR Y
REFEKENCE Q REFERENCE iyp���� - REFERENCE �� _ � '=r �
ONLY ONLY II6-9/16"JAMB G u � ��
II H 4-9/16"JAMB II�.��Annss o
_ II I�49l16"JAMB H - - a o
�w ib �� S� �� u SEEDEfA1L ��
oU $ �� _ �6 DETA0."S o I _ �� _ ^�• o\ -�'
M� o z�
�0 12 p 5 12 M+ S II 5 = ��
Il � � i . � �� _¢
� II �� _ _ II � � _ �� � ¢o
WK N WJ
1—�.. 2W �-�
•C• „E„ q- �-m "� �m
UI � ��
VtE1N"C="C" DOUBLE DOOR W/SIDEL(TES VIEVY"F="F' DOUBlE DOOR V1EW A"=A" o) �
�
a� a
Y
m
' 1�
�
� I�
� BILL OF MAiER1A1S � o
IiEM'� DfSCRIP'tION AtiATER1Al �
o C 1/4"MAX.SHIMSPACE - 27 DETAIL"6" �
m D 1/4"X 2-314"ELCO OR fTW CONCREfE SCREVJ STEEL � ATfACH ASTRnGnCTHROw BOLT
� MASONRY-3,192 PSI MIN.CONCREfE CONFORMING SO AG � � STRIKE PIATE TO FRAME
� E 301 OR HOLLOW BIOCK CONFORMING TO A5iM C90 CONCRETE 24 26 AS SHOW N. Z
F 1/4"x 2-1/4"ELCO OR ITW PFH CONCR�E SCREW STEEL o
� G 3(16"X2-3{4"ITWPFHCONCREiESCREVJ ST� F z
H 3/16"X 2-1/d"IiW PFH CONCREIE SCREW STffL D��f�••S• � � o �
0 5 i/4"x 1-3/4"ELCO OR RW PfH CONCREfE SCREW $Tffi � _
11 3/36"x31/4"fTW PFlICONCREfESCREW SiEEi
d 12 1/4"x 3-1/4"ELCO OR f{W PFH CONCREfE SCREW Siffi �6 Z �
16 1!4"X 2-114"PFH ITW CONCREfE SCREW y7EE� 2,4 �� 2/21/12 0
- 24 #9 X 3/4"Pfli WS �� � N_T.S. m
?b #9 X 1"PFH WS SiEEC �•ei'� JK
27 #70 X 1-3/4"PFH WOOD SCREW SiEfL QEFQt��t�� `M`�+'` LFS 3
� . oRnnwiNc reo. �
m
FL-75225-68M. o
` st�r 5 ov 5 �
a
�� � �� � � � �� i ios.so°n��x.cveen:u.�antire wro�N-`1 r"-ov��nu w�oni-'1
I � � ' � �� � 7 2 3 P 2 3 ,� �m
� s s s I I S s s I � � e � g
on
Z� amc.P'�
� � ■i�7� �.16 � Ri 1� f� E9 !1 '�.� I �c
r=� D�=�' ;S==r' '�=r� ri=� �_� �_� �r=====�� F=� �a�o� (`z°
THERNfA TRIJ DOOF�.S �� i� � ,� � � � �� ,� �: n �� � � � ���Po Q
i� i �_� ir� tt� �� :i �i i� ii i i i� �i �n c
116IN�115TR1AL OR..E06GRTON�DH 43517 �� '� �i �� �� i� �I I� �� �� �?
II II �-� �.--T �---T' �--� �1 11 li II I� �1 17 II =00`o i �
I I 1 I �I I� �I I� �I I� �1 I� :1 1 I I i I 1 I� �1 1 I I I J.V N..a y�t
J �1 II t� I I� �I 1� �i �I II Il �I I I i: �I m C�
� 1 I I I I� �1 I� �1 1. �1 1� �I :1 I 1 I 1 �I I� �I I I I I o �x Z O� �
I I I I �I 1� �I 1� �I I� �I 1 1 I �I I t I I 1� �I 1 I �I Z m o � •
"Fiber-Classie"and '"B�nchrrrark by Therma-Tru'° >� 4 , , , , ,, , , , 4 , � � o g o s �
p= 5 i ii i � i i i i i tl ii ii i i u ii o c
i i i i �' � i � n �i S � �:`�ii i' �i i� ti o S�.c
u. i� ii �� �_� p�=� �`_=1 u ii r ii Oi� 'i n ii a` mdamo
n J u ii u i� �' '� u d \ °� �
8'0'°SltdGL,E Af+ll�QOtlBLE OPAQUE UFt GL14ZEf?PAtJEZS �� 5 �� n � �� �� � �: ,� ��� ;� �� n � c� :�
`oo� 5 ii �� rl--fi rl--� r�=� ���' i� f' S : I {i �� � �
w�&wiou�sra�zrr�s �� , � , �, , ,; , ., ,� � � , , , �� E � ��
�NS Wt�lG t OUTS9�t!(VG a �, �, �� �� � �� �; �� �� �� �� �� , �, �� �� ' �.� 'a J
il q ii ii i� '� i: �� i� 'i !1 •i 'I 'i i� > > o
u ii ii i� ii i� i� i� �i li il 3i 1 �I � ' ' �I i
INSUD�tTED FlBER'GfASS DOOR l�t/1TF9 WC?OD FRAIUtES '' ', ,' ', ' ', ,� '� ,' '� '' �' ' '� ,� �' ' �,1
il �i �i ii i� �i i: �� i� i J � i �I �i J� I �1 �
t={J �� �"_v �� t�'�� I�_31 _31 L-------� _�' Z�W-.
� c�o
wz
Genera!Notes �Q ��
1 2 3 � � o t 2 3 4 5 6 �c� z w
1. This product anchoring dravring has been developed in ccmpliance with#he 2010 Rodda 6 o s o • & o s 6 s 6 6 6 Q� }���
B�ild'ang Code(�BC)excluding fhe"High Velociiy Hurticane Zone".See the CerfiFcation �� m �,�
OOL'BLE W,/SlDEL17� OX.XO SYNGLE W/SiDELT£5 CXO n.,�c� � .�
Agency Cettificate for s¢es,specificafions and rafings. hrtAX DESiGP�PRESStJRE LOCK NARDWARE MFG 8 SEFIFS �AX lSES1GN PRESStlRE �W � �""'
RWlkSEfSIGt�A7URESERtESLA7CH e ¢ U=
2. Product anchor-sho�I be as fited and spaced as shown on deta'iis AnchQr embedrnenfi �'��-o "'47•� ICVrdKSE7 SfGNATURF SER!£S 7S0 DEAD80LT �'40.0 -40.0 �I o Q�
� }o base material shaU be Geyond wali dressing,sEucco,feam,6rick and ofhertivall 37SQ`tJ�AX_ o � ��
coverin � . �.�"�. � a �
� 9�- OVERAl1 � —7 d S 0"A i A K O Y E R A LL Y P f D T N , �'° O V E P,A I l.W I D T N a a
WID1N � 1
� •3. 'Nood screws shali be irtsialled folbwing instailation inslrucfions of ANSt/AF&PA NDS ZOQS. p 2 3 � t 2 3 � � 1 2 3 °'
Nl other fastenu types to be irufialEed foilawing fostsner manufaciurers installatior� 5 5 5 5 5 5 ; � 5 5 5
insirucfions.
r-� r=-� r--� r=-�� _-� r>=� __T r�-_
" � --�'. l- r Y T-Y r 'r Fl , •�
� 4. Fasiener emE�dment depYns,edg�aictances and center-center distances shall oe� � � �y_�' '}_.�' '� �� ��._.;� �� �� ' ' '� '
,� '�=4 it_�� � � � _� �^__-� '__.� �: �� �}--�' .r�
, specifie�by ftre fa,��ner manufaciurer but in no insfance shull they�e Eess than showr.i�a ¢ a ,• „
" O.N.
c 1r73S C�fCi1NI7'+g. 5 Q� � 5 ' �_ i i r__� p
-T S -� i7-7i iY ;i iY-Yi iT-'� �r-i �-�
� J �i i� �i i� �� �� � �� �� �� �� � c u � � i' rn
� W � ii i; i� fi 5 P.N. ii ii �i :� ii ii �i i �` �� �i �i � ii �
5. 'rVhere shims are�sed,ihey musf be a"ri�id(sti�'materiol thct camp6es with Ihe � 5 , , , g � ,, ,, �, ,, ,� ,; �� ;, �� �� �� �` ��
`r�' �t� 'i i' 'i i' ii ii ii ,i i: ii ii i i, r i i i �
re virements al the 2{tF0 PBC. � � � ,� � � �� �� �� �: �� ;� 4 �_ �� �, ,� � ,�
� Q O� ii i� ii � i�_�� iy_�i iZ_�� iy_�i 5 t� i: i i i' �i
p Qw Qi[=�i �� 4 �--� �--'� �L__1 '`--� i� ii GJ��1 ;r_.;
� 6. Posiiive and negaiive de�gn presswe ce�uiremenfs for use wifih this drrnwing shaEl be � , o � " " .
� 53 5 � if �� � u
� de#ermir�ed by oihe�s(ar specifc johs in accordance witn tne govem�ng code. z�� , a r---: r--^� �---, �--�� � � �� , `- f =
o rl=-(� �- �T-Y� ,7-ii �Y'-Yi i.�_.,i u n '�-f -�
... � �i i� ji �� � �i ii �i ii �i �: �i � r �� �� ti �; �'. ;
i i i � ii �i �i :i �� i� i� i u .� �� �� . i; u
� 7. .C'ite e�n�tiars nofi covered by ihis drawing ore su:jecf fio i�:rlhes engicmeEring analysu. � �i i� !� c i � �i +� �i �+ �� �: 3� + i f i; �� �� j� �� ¢ <`
e i i i �i �� ii u ia if �i vi i. ,, i i .� ' �
�� �3 �� '� �i ii i �� i� i� :� �i �, �i �. �I Q �
,"., � �1 'i �i_.�i ij,_.�,� Li.__I� �J,_�i u u �' i t
, 7QBtFQFCOIVTENTS �_..; �t_-v �=--' `--� --�+ --� � �`-� it-1' �j� o� a
� SREE7� DESCWPTt07d i� _ _ an� 2s�21/?2 s
9 3 Ical elevcrtions,de5i n ressures& enar�l nokes ,/�
� 'YR 9 A 9 t 2 3 4 5 �&�+ scr:E: N.T.S. .�i
i 4 �5 & 4 5 6 ^ _
2 8uckorchorin9 / , -
I U,,' o^�f 6 " $ / S o 6 0 8 S 6 � 6 �r�G,gy: �K z
g Fram�anchoring �-��--�'
W 4 Rame ancharing&bll oi moteriak Srr;6tE X LCt!HtE xx StNGLe vt;SrP,zL1TE OX `�'���: l.�S z
� b HoRzontal&verFicel cto�secaors MkX DESlGhI PRESSf1Rf R,9�,X DfSPGN PRESS+JRe MAX DFS1C-N PRESSttRE o�w�rac e:o.: z
` FL-T5225.�-SO �
a 6 ve�ca��osssections f47.0 -47.0 -s-g7_p ae�,n +aO.Q -40_C� �
5 I s� t__os s �,
c - —
• 4w �48" I �I4M 4. ' I I�14 �.'�,'�,'-',�_�'..`",�,'�',,�I 4• ! �4+ i ,�Iq
� ��} II I I � ,I I•j � I I I I � I Z� am �gI
;� ° !; - �' ii il ���;N z
�' `MULLION II I I � � I�MUWON � � I I I I �
b �I f�I 4 I� SHOWN FOR ¢ �� I I �o m W� W
MASONRY II SHOWN FOR MUWON MASONRY MASONRY N>,; o M�a
O P E N I N G T Y P. I I R E F E R E�C E I I S H O W N F O R-�I I O P E N I N G �, I I R E F ER ENCE O P E N I N G -rn, I I I I o o;,o-� �
HE/iD II REFERENCE �� HEAD�� HFAD�� I I m �''�'�a 5 V i
& JAMBS �I I I & JAMBS & JAMBS I I o ? °� °a "
SEE NOTE 1 II I I � SEE NOTE 1 SEE NOTE 1 �� m �o t o 0
�� �� �� �Z �� QW �� �� a mdamJ
�� �� �� �V �� �Z �� �� � � v•_
I i II�AsrRa,Gn� I i o z I I h� 2X BUCK � � � � �"
2X BUCK �� �� SHOWN FOR �� "�� I I o�o o I�MULLION �i o
II �� REFERENCE �� �� ^ II II
II If �� SHOWN FOR
I I II I I �z I I I I R��tENCE I I ��
I I � I I �� 2X BUCK �� I I I I �� � �
- il II II oz II . II il oz �o ?
II � II "'� " II � II II "'� C� o
II II II II � II II �s m ¢
�� �
- :... � '��ti.:,.,::.; i� � x
DOUBLE W/SIDELJTES �•SINGLE W/SIDELITE SINGLE W/SIDELITES F~� � m
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING o l �
" ' �48- � I`�� _ �'{ I��� a a }
v I m
II � No�s: �
� `�
� ¢ �� 1. 1/4"Elco Concrete screws anchoring 2x buck require a Mp,$ONRY 4
MASONRY �� minimum!"clearor.cetomawnryedges,al-1/4"minimum OPENING TYP• HEAD tn
� OPENING �- H� �� embedmentondaminimum4"clearancetoodacent & JAMBS p
& JAMBS
� �� ASTRAGAL concrete screws.Substitution ot equal concrete screws hom a SEE NOTE 1 � N
o SEE NOTE 1 �� SHOWN FOR diNerenf suppfier may have different sdge d'atonce and � �
m �� REFERENCE center dstonce requiremenis.Concrefe screw locafions at fhe �
� �� comers,ot mul(ion focations,ond at astragat focafions may be
d I� o�usted to maintoin the mrnimum edge d�stance fo mortar i
� joinls.If concrete screw bcafions noted as"MAX.ON CENTER" x W �
� �� musf be adjusted to maintain ihe minimum edge d'�sfance to �z ~
� 2X BUCK �� mortar)oints,addtional concrete screws may be required fo 2X BUCK _ ' �`' F
rnU w z
il x� ensu:e the mrn6mum on center dimension a not exceeded. �v �
il �z ui o o '
� Il ;�� 2.2X buck min.S.G.>0.55. p o
0
� ii `9 O a:� 2 21/12 ?
sro�: N.T.S. �
3
� �i owc.er: JK �
aac ar: Lf5 3
,�' . - ' DRAM9VG NO.. N
DOUBLE DOOR SINGLE DOOR FL-15225.3-80 -
a BUCK ANCHORING �"CK .4hCNCRING �
y' Is�r 2 oF S .le
d
—,
WWW � �
"E' 'p. A.
"D" r'_ ¢�p �C� ��i-' 'o^ '.^ W.. �
I ^C„ � 63�{-�--I �--3" > I z 30 � 3'��, LL_L_53^ I I �� �`�' I �B"}— tO ��Z I i"'ti-`o,o'�td�I
�- 1 ' .
�"�p =
� � � � ii � � � _ _ � � � � �_ � � �`mo� W
r i �omeo- a
��y MULUON oli � �j � iiu MULLION W A N/STALLAiION � � -• o nm °� L
- lie SHOWN FOR ¢II - „�� _ _��-W-�,,, � i lo SHOWN FOR _ w o - W/�X BUCK- S� a o r z o Q �
¢w � � 9 z�
REFERENCE w o �� REF�RENCE z INSraLLnTloN DETAIL "1' m e a..
�w �w �Z Zw0¢ �w >W ¢W TYP. HEAD & � �dt �° 4
� � ¢ � N c
Z Z �W _ Y� Z � �Z JAM6S a m d a m°e o
M- W � W W - =o� W - W - SEE NO'fE 7- � 9� r
U - A W/2X BUCK INSTALLATION - M U � N� „"��V A W/2X BUCK INSTALLATION r.`�j v � o ti
�o �o � �o �z � � LLo
9 W/1X BUCK IN5TALLATION _� 9 /1X BUCK INSTALLATION �
- iYP. HEAD & JAMBS - - _ TYP. HEAD & JAMBS _ _ _ o
SEE NOTE 1 � SEE NOTE 1
SEE
DETAIL �
S� N "6"Q W SEE NOTE 7- N SEE NO7E 1 � c�
SEE NOTE 1 Np7� 7 a� �� �v �6 � SEE a v> o z
16 76 76 S� �� W o = = Q d 16 w o DEfAIL "2" 16 �W �o �o �
DETAfL - ��- �„.., �f- ��- _ � x
- iie uii - �4• � � �� - iio 5 - �, - - . W � � i"� > �
12 iin 5 °ii �2 N+ 'n 12 iio '0 5 "�c� c"�.�+ �� m ¢
im pu � � iio � �o WW w w
� _ _ �m C �
- ti I � d, �
U �
�
O F
��. D. .E., C,. .p.. A.. ..8. a,. �
a �
.VIEIN "C"-"C" SINGLE DOOR W/SIDELITES V1FW "E"-"E" VIEW "D"-"D" SlNGLE DOOR W/S1DELffE VIEV✓ "B"-'B" SIVGLE DOOR VIEW ':4'-",4" m
� NOTES: ��°���,�,u�
S70IIflE 70 DOOR JAAtB L1�t1NECRONSJ
7. 1/4"ITW cor,csete screv,is anchoring frame and/orsifl require a mirumum 2-1/2"clearance to
masonryedges,a]-i/4"minimum embedment and a minimum 3"clearance to adjacenf 8
� conaete screws. Substitufion of equal concrete screws�rom a�fferentwpplier may have � y
dfferent edge disiance and center d'istance requiremenfs. Concrete screw(ocnfions at the z
� comers,and at mu2on locations,may be adjusted to mointain tfie minimum edge distance to i � g o
- mortarjoinis.If concrete screw locations noted as"MAX.O!�!CEMFR"must be adjusted to �
o mointain fhe minimum edge distance to moAorjoints,addifional concrete screws may be ❑ �
3 required to ensure the mmrimum on center dmension is not exceeded. �
z
� 2. 3/16"fTW concrete saews anchoring home and/or v71 require a minimum 2-5/8"clearance to DETAIL "4" DE?a1L "6" °
masonry edges,a 1-1/4"minimum embedment and a minimum 2-1/4"c(earance to a�acenf �
, conaefe screws unless othenvise noted by concrete screw manufachrrer. ( ,
a `
^ 3. The sidefife is direct sef into fhe jamb wifh(t2J#8 x7'pfh.wood saews.There are/4)at each � �
� vertical jomb,from the top down at i3.S 31;48.5'&66"ihere are(2)ct fhe header at 4"from A A D o 0
fhe oufside comers of fhe frame.fiere are(2J at the sill,4"from fhe outside comers. � � 7� z �
�� 2 2) f2 z
0
a 4.fot opfional sidelife conslrtJction with staples,sidelte is d'vect set into the jamb with(5)�/6"X A A � scuF: N.T.S.
� 1 3/4"16 ga.staples alon.g each jamb(6"hom ends and equolfy spaced thereafter). ' ' �.�.; �K o
auc.er: Lr�S
� , 5. �otch,decdbolt and hinge locations vary.See Certificafion Agency Certifrcate and �
correaponding test reporfs(or specific dimensions and design pressure ratings. OETAfL "7" DEfAIL "2" �R^wwc No; N
FL-i5225.3-80 a
sH�r 3 or 6 N
Q — — �.
z
� h
"E" �,�� W M
I � { - m _ , .
'C" �_..{ g ��,i'',� An >w= � I =nn @o F��I
�1 � �`3� �--I �3.�" � —J I—3" � ��'/ � ��,W . •
33�� 3"� H-� �3� 1 6�� � 33--I� � �s� 1% ��� _ � W
` �o m°N a
��"' mw
I II II II I II II t il I _ - oAmoa .
W/2X BUCK m �°' :a� i
�� SEE DETAIL "3" A INSTALLATION � �� W/2X BUCK A �W SEE � 9 z°_°' `"
I IV �� III I SEE DETAIL II�NSTALIATION �� ¢w ° m�o�1 LL
_ II� SEE NOTE 3 ,,,ppp�� W/1X BUCK _ Z D E T p�� _ _ �U ° 9 a=
SHEET 3 u P 9 I�ALLA�ON 3p �� INS/TALLA'f10N 9 M U ,•�� d y a m d a m°o
I I M U L L I O NJ & J A M B S I�l Y P H E A D & '^O ' N � � o Y
SHOWN FOR SEE NOTE t �'v'�� _ � j_ � � �u I
- I I REFERENCE SHEEf 3 - � SEE NOTE t _ _
SHEEf 3 6 - - � o
ASTF2AGAL�� ASTRAGAL�I - � I �
SHOWN FOR �� SHOWN FOR � O �
I REFERENCE �� REFERENCE �� Z� _ _` 1
ONLY II ONLY II �_ - � �
�� SEE N07E 1 II SEE NOTE 1 - �'+ ¢"' o �w
T— - II SHEE! 3 SEE 2` II SHEET 3 �¢ �� o�
¢w 16 ]6 �� i6 76 � �� �N i� i �
�Z II DEfAIL `�o i6 �� 76 _ _ ¢ � z�
� m 4p
M c�"i - 116 1I �I I - SEE NO7E 7•4• "�� - p - Q� w� N w�
I2 5 5 12 SHEET 3 'n-s- 5 5 c9 r xw �-�
^z 119 II 9�� N., � _ _ ~m < �m
� II 0 � I UI `` p "�s
II — — p — �_ • _�L o �
� � a
—7- a a
.�.. ..E. .�.. � m
'y��y "C"_"�^ DOUBLE DOOR W/SIDELITES VfEW "E"-"E' DOUBLE DOOR VfEW "4"-`4" I
s�wvm w,o�nova.�o�ucrum �
FasrenEas.rrrx�fao lrta.au.
SIOE71fE 70 DOOR JN.IB COVNECfIONS)
B
i � N
ltem DESCRIPTION Materia( a
� A 10 x 2-9 2 ?FH WOOD SCREW STEEL � � �
q B 10 X 7-3 4 PFH WOOD SCREW STEEL �
6 C 10 X ]"` PFH WOOD SCREW STEEL 17
m 7 10 z 3 4' LG. PFH WOOD SCREW Hin e to Frame STEEL
� 4 1 4"' x 2-3 4" PFH ELCO CONCRETE SCREW STEEL � �
m 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL DETA(L "4' z
9 1 4" x 3-3 4" 17W PFk CONCRETE SCREW STEEL
� 10 8 X 3 PFN SCREW STEEL ''' Z
11 3 16" x 3-1 4" 17W PFH CONCRETE SCREW STEEL A DETAIL "3" n m
12 1 4" x 3-1 4" t7W PFH CONCREfE SCREW STEEL ATfACH ASTR4GAL 7HROW 80LT o 0
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI � STRIKE PLATE 70 FR4t.�E z `'
13 307 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRE7E AS SHOWN. o�,�: Z�zi �2 Z
� 76 1 4" X 2-1 4" PFH ITW CONCREfE SCREW STEEL A sr�: N.T.S. �
- 20 HEADER JAMB 4.656" X 1.25" THERMA-TRU, PINE SG >= 0_42 WOOC �,�,,: �K m
21 3 4'" THK. PRESSURE TREATED SlDELITE P,4D U`lOOD
30 1 2" X 1" X 25 GA CORRUGA7ED FASTENER STEE� i a"�'g`' � 3
DETAlL ���c�� �
� N
� FL-15225.3-80 0
a L �s�r 4 oF 6 ��
5
�
R:\p-ProJec��projed Folders�Proj 1201•1900�pf 12081D�RWBC Drawings�1522S�FL-15225.3,dwg,5�80
X
� � ..: W
rn � �
.Z7 • �N
�ry N�
�~ ; , V O Z
�K� � 'v � V m�
��� . �
��p�p °�
� .2S'MAX. �� ` � �:
{'d��! �'d�l} � SHIMSAACE �p�
'"""'3�'J4�At1NQSVW��Jp3 A21N4S7W"-'�' � 1.25"MIN. ;n�Z
• W021d'NIW„l W021d'N!W„{ EMB.TYP. "om A
–�y� 9p. � •� � . ��' .. W j �
�.�,?� + r
O�T'�'+. �� \�` N
N � X
�rn v2 r � �
.A�,. �`'2 ti �S.
� �z �� � � �
�
D � � � �
� p � �
�
4t N O
o x � y`
��o �
��m
�-
� 0.15"MIN.
CSINK
� A,25"MAX.
SNlM SPACE
1.15'MIN.
rn EMB.
tn�r � J
a�
A �: jQ
�.��
��,� �� }r:
�@=
o �--~-
m ... �
� �� " _ rs " �
Z �6 x
3 Q ��.25��... � � � v �_..
�n � � � � . �
� � O ��z
�3 � �.��--' `.�A�
? �� . ��3
y s � —�
�.�� �
� �_
��� . '� �
�ea ��z
r�C ���y I ,a j T
� .LM��tVtrN� _y �O
� SHIMSPACE—'' �3
I.15"'MIN. m
� EMB. 12S'M(N. !
EMB.TYP
PR60UC77 pocumente Propardd 8y:
� �� � � � � TNERMA—TRU r�/T�y eUiLDlNt3 C6NSUL7ANT5, iwa.
� � � ni FIBERGlASS DOOR tJ Y�A.O.Box 23p Vqlrlca Fl. 33596
I{Jt �� \ Phone No.: 813,959,9197
Q� tN,n � y --' __— P�R'[OR ASSfM61.Y: FioHao Boord o{profssetonot Enginearo
w � � �� Certlflcoto Ot Autho zatlon No. B81J
f°' � � � ^' NO pATE BY NOR7ZONTAt & yER7iCAt ��r..,�Z,��,��
C> (�EV�S�a�S GRQSS SECTiOMS Lyndon F, Schm�dt, P.E. No.43408
�'2LI 1 2 R.w HUi�aiNi3 C4NSUtrANT&ilin.
i m _ �
o .�
"� r' `n
[i n am Ny
zJww`�. d
INTERIOR EX(ERIOR �LL@ a=("Z
Y �8 0� �
=m m_ a
INTERIOR EXTERIOR IXfERIOR INTERIOR o v o�n m� �
zom o-"c E
� m oa•:a`r�° c
ZD Z— Z"z°'oa' '°
n:
Za Za �� a9m�o0
Y
� �� �� 2� 12 `m o 54<° o 0
� m a a m o
�� 13 �w 13 �3 =w � zY 3
- n . , , , • n , , ' .� • . , � � o (� ��
�• • . • . • �� . , , n '
.� . � ° ' 16 , . • ' 16 . � �
2-1/2"MIN.FROM • 2-1/7'MIN.FROM 2-1/7'MIN.FROM O 2-I/2"MIN.FROM 2-1/7'MIN.FROM�2-i/7'MIN.FROM
-�-.-MASONRY mGE MASONRY ECGE�+- ---+-MASONRY EDGE�—MASONRY EDGE.-� ��-�SO�P IEDGE MASO�P IDGE� � N
(lYP.) �TYP.) (iYP.) (TYP.) � o Z
�� JU
^ Q
/ ' \VEkTICAi CROSS SECTIOfd 2 VERflCAI CROSS SECTfOW 3 VERACAL CROSS SECTlON �5 m ��
�c� � wy
b Inswing mnFiguralion �J Outswing configuration 6 =i,�, N �o
�� � �
U �
7 �
O ti
�
d �
}
m
3 •
INTERIOR EXTGRIOR EXTERIOR INTERIOR EXiERiOR INTERIOR
Z� 16 Z� Za rn
�� f� �� Z
0
T �m �m �m �
A w - ... • -w 5 13 �� 5 13 �
3 ^�.' . . .. e . 13 . D . ' • �
� i� -- ----�--- • • ' _ . . • • ' _ , . • • i
/ 2-1(2"MIN.fROM�2-1/7'MIN.FROM 2-1 J7'MIN.FROM�2-1/2"NIN.FROM 2-1/T'MIN.FROM i. 2-I/T'MIN.fROM, �
� - - MASONRY EDGE MASONRY EDGE-a.- ��-MASONRY E�GE MASONRY EDGE� -�-�-�ONRY EDGE � MASONRY EDGE-- r F
(IYP.) (TYP.) (fYP.) (TYP,) �P-� �P•) � �
c
2
O ti
�o Z
4 VE�IiCbL CRGSS SECTiOtd �5�VER7lCA!CROSS SECTfOM 6e VERTiC.4L CROSS SECTIOld ua,E 2�2��f Z =
��Inswing con£guration 6 Oufsving configuratior. 6 Outswing configuration s:a� N.T.S. �
- 5
mrc.er: JK m
anc.er: LFS 3
ORANtNG HO_ C
� FL-!5225.3-80 a
6 sf+�r 6 a 5 6
a — —
v