HomeMy WebLinkAbout15-16000 \
\ ' CITI( OF ZEPHYRHILLS
5335-8TH STREET
� �si3��so-oozo 1600
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16000 Address: 6220 10TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
� Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0080-00200-0280
I Improv. Cost: 8,300.00 OWNER INFORMATION
Date Issued: 3/02/2015 Name: SHOULTS, DORIS
Total Fees: 120.00 Address: 6220 10TH ST
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
-,Date Paid: 3/02/2015 Phone: (813)783-1444
Work Desc: REPLACE 8 WINDOWS SIZE/SIZE
CONTRACTOR S APPLICATION FEES
JAC .HALL JR'S CONSTRU T ON AND BUILDING FEE 120.00
V
���
� � V`��
C/" - -
� f '��_�
�
C � �
� Ins ections Re uired
FO TER 2ND ROUGH PLUMB MISC NSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSt�ECTION FEE�: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CON TOR ATURE PERMIT OFFI R
PERMIT PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
\ ^ .
o I
� , On .9
..�;_ ,�
�'\ ;�
�'' I
�ti, ���
°,..-�w __ "'_
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��� �I �� �S�
Date Received: �" �' �S
Site: �n z� `���
Permit Type: 0`��(,�C� � (�(����(�.,� SI s
,
Approved w/no comments: Approved w/the below comments: J Denied w/the below comments: ❑
� ' i
� �. �� �I. �•- �'' I�� � ��� �`-/�l
This comment sheet shall be kept with the permit and/or pl
�_/t �I �� ._. �
Kalvi Switzer ans Examiner Date Con ctor and/or omeowner
(Required when comments are present)
�
ais-�so-Gnzo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ��� � phone Contact for Permitting -- (/V
Owner's Name �` �� I S Owner Phone Number p 1 J ^ ��� �`y `?
Owner's Address �� �• Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS ���C� I O�� �� �'e I�.��� � J�� LOT# �
SUBDIVISION ,n ����✓+J[� PARCEL ID# u�— vG��Z(�(�J�o —Ol7�� '—v���
(OBTAINED FROM PROPER7V TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADDIALT � SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK P/4'�'�T W �o�g S�� S`Ze
BUILDING SIZE SQ FOOTAGE� HEIGHT �
QBUILDING $ p�� � VALUATION OF TOTAL CONSTRUCTION ��OO
�7 `
QELECTRICAL $ AMPSERVICE Q PROGRESS ENERGY Q W.R.E.C.� ��� � �
�PLUMBING $ 1 �y,% /
/ / °�� ��1// !a' ")
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ` �����_ e ' /
� ' 'lc�V I
QGAS - Q ROOFING Q SPECIALN 0 OTHER � �yw� �,�,,{/�� C
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO �� �� C�j9` ` ��l'�
3 ��l Qii�-��-CS��G�`�,T
SGINATURE � `1�c��A�� REOGSTPE ED ��Y/ N�~�rE�RE���n�N ��^�������
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N �
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIIIIIIIIIIItllllllllllllllllllllllllllllllllllllllllllttllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Atlach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Altach(2)sets of Engineered Plans.
"'"PROPERTY SURVEY required for all NEW construction.
Directions:'
Fill out applicalion complelely '
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) I
" Agent(for lhe conlrector)or Power of Attorney(for lhe owner)would be someone with notarized letter from owner aulhorizing same �
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlollSurvey/Footage)
Driveways-Nol over Counter if on public roadways..needs ROW
' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended conVactor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
', Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"priar to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
' commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. I
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a I
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall �,
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
'I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTI E COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTO
Subscribed and swom to(or affirmed)before me this Subscr'bed a d swom to r affirmed)I�, for m lhis �n/1
by /-�-1.� by .SVI �
Who is/are personally known to me or has/have produced Who is/are personally known to me or as ave produced
as identification. � � as identifiration. �
����i� /�
Notary Public ��..���—���_J Notary Public
Commission No. Commission No.
S ' sl �
Name of Notary typed,printed or stamped Name of Not ry typed�����ted or stamped
:S�YPU@; Krisfin Sims
ca:�:��:Commission#EE863940
,� �o:Expires: Mar, 15,2017
r,����eu�i�``� AAA NO ARYDPa SURETY BONDS
_ .
�`���c,n� b� ' T cE �l� Jr�: C� r�l: _._. . .�. .. . .._._._ �__ ....�__ �_�'._.._�_.......�__ - ____ _ .__.._ .__ .
u I Illlil 11111111111111111111 i11�111i11 IIIII 1111111i11 IIII Ilil
��(7 2015015 _
� ' _ ' _..--.- .
I . Rcp1.:i657890 Reo: 10.00
DS: 0.00 IT: 0.�@
' 02/03/2038 D. B. , Dpty Clerk
NO OF �
TICE _ CO��C:EM��V7'
SiATE OF FLQ_� )
COLTi�'[Y CiF R st� ) SS:
' The tiu�det�as t?wne�natifies sil paities thst Impzovemesus wt11 be msde no t�tain neal gropaty,ettd In
�oaa�nce with Section 713-I3;Flarida Stamtes,the following Iafo�mation us alated in Wia Notiae of Co�qtaencrrmeat
Desa�oa of Propa�ty
4Z -�i �'�1 -�'}O�O -t9caZA� -'OZG°�o �
l,�r`?5 �/i�� (fs . ��
- �r,Z.20 �Ct`E�, �•
�r��nYrl,,���.s R 33.542
Gaxeaml D�tim�,of Improveanents: ,I�_���,t,4`4- t�.1...�s•�.► S
t`C
PRULR 5.0'NEIt,Ph.D�.PRaS�O C�ERKaf CIMPT�LLER
�o��5 '�"'"�,►o�, {'�S 02/�03 B 01���'"'�L p� 31�
Oarsta utid C�►ers rlddne;ss: (�2 2 d �U'�'�'` � • -
� Z�.p�4�r�.:l�s �- 335`'�Z
Owtr,�r's Interest In the Prapecty Lkscribed as i���r.:r
�, c,�u�accorat�dc.m�actor*s.�d�re�s: -�ac.1�. t��-tA'3Z's� ca�,s�+
t 3G c�. w���-,"4,t d� ��y
< < � ,. �
(..,cic-c��� �- �— 33I�o 3 y.,.�
S�Y C�ea�y)�nd Surety's Address: ,
A�saurd of Boid:S
Nsn�md s�d�aa o�Lenda j'if a.a�;+��g 1va�for arn._�ixt�e ef tt�:�. w.,ra�:
N�dc of pa�an�ri�in t�S�e a#"F7�ida desi,gnaoed by.O�vner v�on wham notices tx oth�c�amay be ae�ved:
In ade�i0an,C?avsaer d�the fo�lowfng pecsan to r�eive a cagy aftt►e L'uenor's Notice as gmvided irt Seci'son fi23.I3y
� �S�e.s:
������YP��Q� Kristin Sims
:z�4��Contmiss?on#EE863940
;y�,t�,:Expires; Mar.15,2017 � ,
Y+��+�ii�o4, AAA tiUTARY�S 5URE7Y BONFS '
( ,
swom m a�ct,�u�t�#'�m mG aiis�aay Of���(��~�_ za-�
�-
� . ���,��lM�&��d
� ,�
STATE t�l� FL��I�A,�E}UNT,Y QF�'ASC� ��" ��'
C� � - . .a►
� THIS IS TG�C�RTIFY THAT THE FOREGOING SS A �►. • °
TRUE ANp CORRECT COPY OF THE f)OGUMENT �M G�"►+'�r�,.�r , �
ON FiLE�lR OF PUBl.(C RECaF2D IN THiS(3FFICE i�r � - ,.n j.,_. .
W I T NES MY HAND AN OFFICIAL SEAL THIS � � , �"
�'�~ DAY QF . .•� ,: 2� � � •. �$sr *
ULA S.O'NEIL,CLERK&COMP�ROL�E �������p�
g��.��.o sR[ACfiC���DEPUT`(CLERK
�, _ J! ,` ,`/ ' - _ - - . ,
{� ��
' � . .. ,, � . � . . �
� . � �
,;. CORPORATE OFFICE:
Jack Hall, Jr. CONSTRUCTIQN AND�ALUMINU.M� ;�� 36�6 watert�e�d Par�cway
PRESIDENT ; Lakeland, Florlda 33803
,� I
ro��Feee: 1-800-741=0068
Lakeland: (863)�667-0068-• Winter Haven: (863J 293=5253 • www.Jackhal jr.com
CI'submitted to Date Phone Cell Phone
a2� L hQ� l� �' ,:►� s - �. ��3- .���wy�
Street ]ob I.ocation
���� 'l� �� �� ����
City,State,&Zip Email � Lead Source /
� �� �12E�I�Z S �.-- �3��:�� � v�c� T�P'�,._
���i� '+ "4 `l�'-- - Cy �I.� � ' ;-Diagram.Special-:� .r�;
.. ,- _ ;�¢��.. - ,�•i .� e�::h�'/f-�,�'-. -fL - �.�_-=,�:r.i --' , . .. . . . , , _
- lT., i} a�. ' ����
� r t� ,!` l�� �, ��.`'7�� 2 y
1 � � � ! � ���`'c(f�'� 1�(n► P��d S �-�� 3, ��'�/S �`
}, . �' U . � �
.� _ .�c� � ���
�
�
� '��-t;�r�c..�- , '� t��n �� R�l►��
- , �.. g � �.�,� .�-�cr�t .. �
� � � � _ , � . f . � ���Z� ��
� �L� u a�� � �,,Iy__ �f' 1���t�� �,�' ��, .
_ � ,�
.�.�,�'- • - ' - Il��,�� • .
� U1,G �j�-2�� "� � '
` -- ` ' � , �l_.:���'� `�� � � -
. . ...- .�n S'Sf�i��-- �,,� p ,�, , .
- 3' , �.�►- " . • --�� '' � � -�t °'� , �<<- . ,
- - ,►,l,i��Gi�.�. .:U�"_,����..�►�`_i�� _.Y���(``��.. ,,4.';..:-. x_ �,�t` _ :.'- . - � .
- - - -- t.:=
�. -; _- .... . ._ __ .�... __ __ ._ ____�__t_ _- _"_T=. .--. . .—• - _� _--�- n.v-'c^ili-w'r'r� T!•"�+s.1�` ��.:-��-ht��ir.�..Y_-.�-S mi '-'�^�•ml
`�� ry �»�--._:�
� �: � `aa���' � U- � J.� - _ _ - _ ; ; .
. �1 � �+c� -��� ����� �+-� � ti � - - � -
. , �� . ,
, � � _
- S'" . �L :u� C� . . �'�Z . � � .
� t , �u c�'�S , . '
' 1 \ F
l � �l/+� —�� .�
,� � �� � , , �� , _ . �
�We will herf b furnish material labor in accordancy witn�abov specifications for the sum of: � '
�Q/�� ��1J���1(?l� �^futi�Jl1,�0� —�------.�.-aon��� S�C f�
paym , to be mad�e f�ollows: � ` -
�,
�d,l� ��� f'�tl��.�� 1���2'� ��M'�./, �,,� ..- s:� -
C -%� ��o cCe'� � '� �� ���� �c s. �s� r,
�Or�is v��� � �� �
�O2z o � b�-� s� -:
Zep�� ��,'t l� � 33S�Z .
3s�l��X �`�g�� 3s����,,��`.�,� ,,
�3` � �N � �6/
� m �
��
3S 3/�P��x l.�c� •. .�n �..�-c.�r�^ (j� � � SZ" � 3�O l� u
�..
���� � ;v`� �2 � e 357�'"°� 3���� ,
�
� Q
� � � � �
� C) � �� �' r� r �. �Z"� 3 c�5� �,
3. � � � -�3 �`�4�� d
� � � '
C� Q � � � M � .
m -n � c`�� C� �a
� t`J � ti "'
T —� no �,,� C"
� _ � L7 � tr� c�
PT! � � � �
� � � � � �
� � � a �
� �
� � � �
r`i � r �
._,� �
,� �G27� � �'L��t`-- � ��(�C-�.�-•.�+T° �e��d W� �S f ZC si Z C'.
�
�;
. e-.,' _ ss.oQ�Mnx.o.a � e . �
A, ti $ ; g � �•• � FRAME WIDTH � Z n g' ��
' ���� �2
3773 STATE ROAD,CUYAHOGA FALLS,OH 44223 � �� o� W
�t�y a a
i7^�ro 4 a
Zom"�C
I aj`V N•:d� t
/IAODEL 0601 �i� 0 9m�E�c�LL
EXTRlJDED 1/IN YL ' g 'm a`a m�v 9
8 ° 3
� _�
DOl1�LE HUIVC� INIIVDOI�/ � /�/� o � ��
nro�-r��acr � , Z�
a UO
3 W2
� z o�
� oz
3 GENERALNOTES � / Z J ¢c"',
� � ��� x � ��
� l. This product has been evaluated and is in compfiance with the 2007/2010 i � � �
� Florida Building Code(FBC�shuctural requirements excluding the"High e/ � o � c��
� Velocity Hurricane Zone"(HVHZ). �� o ° � ��
0 2. Product anchors shall be as listed and spaced as shown on details.Anchor � a a a
� embedment to base material shail be beyond wall dressing or stucco. ��/ ��m
i
�
' 0 3. When used in areas requiring wind bome debris protection this product is
a required to be protected with an impoct resistant covering that complies
8 with Section 1609.1.2 of the FBC. °
o �`d �
.+ o z z
M4. For 2x stud ftaming consfruction,anchoring of these units shall be 1he same N z �
� as that shown for 2x buck masonry construction. :;;; QV�R;4C►.- ; -` -TQ.?:° - 9QIi'Q!yf;, ._:: - p�S�GN:eRESSURE'(eSFj: g� �
-. . :
_.:;:..:#'RAML:'` i..:` -.D�:�O.; -; ._._b3C;J:;..
'G6ASS '::.`.;.:......._.. . ,. . ,..:.,,:.,,, o
o. ,...: :. . '' 1YFE: . ; W
� :_. :....... _:..:: ...........
..:....::.. ....
0 5. Site conditions that deviate from the details of this drawing require further -n►n,tENS�oN. :��►MENSioN;=: 't?1htENS►oN.;. ? .. :.:.:_.;'..F051TJ�E:".:NECA7►VE.:: o�
� engineering analysis by a licensed engineer or registered architect. 52.00'•x sa.00�� 44.00"x 37.37" 44.87"x 37.37" +25,0 -25.0 �� _
�
o ^O m
N
0 44.00"x 77.00" 36.00"x 33.81" 36.8T'X 33.81" +4Q.Q -QQ.Q ^�Q �
% oo� m
� iABLE Of CONTENiS 44.00"x 60.00" 36.00"x 25.31" 36.87"x 25.37" +55.0 -55.0 N_Z �
� SHEEI� DESCR1Ff10N G� °
40.00"x 60.00" 32.00"x 25.31" 32.87"x 25.37" +55.Q 70.Q �^T�11 25 08 z
� I Typical elevations,design preuures&general noles o
sa� N.T.S.
•0 2 Horizontal crass sections m
� 3 Vertical cross sections 36.00"x 72.00" 28.00"x 31.31" 30.8T'x 31.37" +55.0 -55.0 oxG,er: AL
cxK,er: LFS =
yJ q Buck 8 Bame anchoring orsawwc No: ¢
� 5 kame anchoring 52.00"x 61.00" 44.00"x 25.87" 44.ST'x 25.87~ +45.0 -50.0 °'
° 6 Bill of materids,components and glcmng deta� FL-8134.6 0
a
gsx�r 7 or 6 �
�
S:
�
a 3 Nohs: E
E " o
1.MChoIS IOCOt2d p B M " �$
above the meeting C � B � 3�+��� �d
� a / ra�are in ihe interfor 1 C ��o= a z
2 i�� track and anchors , , INTERIOR �L� �'�
0 located below the ,< C'� 8 15 a N>;; o� �
3 X 2 meeting rail are �� o o�m°
�N..a� t
p Q in the exterior hack. � 0 3
2 p� a" �� d � � Z =�� �
� / m �
/, � � g 9 ='a�J
Z � 13 ^ �o 0 I1�
4 � $� a � a mdam3'Io
8 °�v
e° ❑o oQ o � o� �
�- ,� a e e❑ o ; �; ��
x
� °
'�� ° �70
/ y
X a4. o
B O U
F SEE NoTE 1 � � z ti
���� 9 G1 p � o
� � 1-I/4"MIN. IXTERIOR SEENOTEI = m c�i
� 4 �B� 1 HORIIOMTAL CROSS SECflON w� � �
� a Dc Buc Consiruction ? o
� 4 3 2 � o o a
= 3 3 3 � g =
� a a
V� ��m
m E
I-1/4"MIN.
� 1-1/4"MIN. �B
o EMB. INTERIOR SEENOiE� NOiESheefMetdSaewsmvipeneftafe �
v
� C 1 K o rrtin.o!3lhraods Ihtough af feosf iwo �
x �s)sneets o�metol. INTERIOR � C
�
o � ' C 1 Gl 8 15 e e o°z o
�" N 3 �
� a
�o �
s °a� �o � �° c� °a �
o , � � ��
o �
� • d ^ �U ?
� °� ��u� a 8 ❑o �Q �° �
o a a �❑ �° ��Q �
� �
; � 0 00° m
� e a �o ,6' N�Z [�]
� e � � � �° ��:11 25 08 0
• EXiERIOR � � 9 � N.T.S. �
° � SEE NOTE 1 9 Gl owc.ar: ,4� m
a E 9 Gl EXTERIOR aix,er; LFg 3
� 3 HORIZONiAL CROSS SECiION �41 HORIZONTAL CROSS SECifON 2 HORIIONTAL CROSS SECTlON H °"1M77C N0' �
0 2 Shown w/Direcf fo Masonry OpTion 2 Shown w!Steel Stud Raming Opiion 2 Shown w x sub- uck SEE NOTE t FL-8134.6 0
a
Q sx�.r 2 oF 6 �
s
i
R:\A-Projects�Project Folder5lPro)1201-1300\pf 1273�2010 Code�D.RWBC Drawings\FL-8134.dwg
�e m
ww o 4
7
�
-o� Q � �
o � . a
o n °
o� a % w �
o ��
�� �Q e
� �o
n �
Q 4 ,m
� � 1_.._l� �]
� rn
° a w CY
� � �� A
N (Q W�
�� � y� n
. �� �'�nL, a a
x � r �
"� �ts O z� a a
e �o °0 '
�y qa
� � �
w w i � o�
a� I° z Z �
�� ° Q �
�� ° J� � � 4
O� c a a r , fA
3 r' o i y
�ry <. L.._I
� " o adp ❑o
n , � a o
w�.,' 4p � 4 `�o �
a o � �
N ��
� `O m
m ,a Cl W
�
�
� V � �
W.S
� � (�`� A
SI� e a� � ti� � o� � ° ♦
c 4
�y as .
f�
o� �a a �� .�
P �> eo�❑
��� .1.�.
j CNVIJ . . �
� ,p< �Id �. �O O � oG� a�
�
Q a.
� �; w �°�'�'
v o �
0
1-11A°MIN. n �' 1-lld°M(N.
EMB. EMB.
� }. � c� PRODUCT: �oeumant9 Praporud ey:
� � � � �p UILDAiG G4NSULTANis,tuC.
iw �s� � - DOUBLE NUNG YfiNDOY� e14�•o.eo.zao vamco Fl.35599
�o Phona No.:813.839.9197
z
.�,� W� � � n y � 2 09 13 11 UPOATED FOR 2010 FBC JK pAltl'OR ASSEFIBLY: floAda eoara of arol000lonul enqinaon
r sn t 09 73 t4 CNANG£BRAYAN6 N0. JK cvrars�oee or nuu,on:ot�w,xo.sa�3
�°i °' � � NO DATE gY VERnCAZ CRdSS SECRdNS ��
L�- �o.zf..,
F�EV�$�NS Lyndon F Schmid4 P•E No.43409
�2009 R.W.BllI1.DIN0 CONOtlLTGNT�INQ.
r. -
n
�•
m e � '
� e� �S
i =m�a
, � �� � . f ��mw` 0 '
�. � �o�'� °Z `uS
� , �='� ° d
��A 9
D .. o°m ez
v .i• m��••a� E
` � =x Z o�µ N
e mSEB�'�LL
fRAME F a ��04�J 9
2X BUCK � TYP,
o �� �
1 2X BUCK � � ��
T� °
MASONRY MASONRY in Z
OPENING OPBdING o 0
Z U
3 �
v = � �
� . . . , . -•t. .. � ? O o j
c gl � m
'y INTERIOR �ERIOR a a
o BUCR APICHORING FRAME ANCHORING TRACK TRACK Y Y}
� (2X Buck) ''m
s
0
'w
' � U
U
�O N
0 oa Z
r� �3 �
� CONCREfEANCHORNOiES: �o �
a l.SubsYrfution of equal concrefe anchon hom a different suppfier may have different edge W w
o disfiance and cenfer distance requirements. ' Q"3
� 2.Concrete anchor IocaHons at the comers may be adjusted to maintaln the min.edge �U =
o distance to mortarjoints.if conaefe anchor locafions noted as"MAX.ON CEMER"must be �o m
� adjusted fo maintain the min.edge distance to morfar joinfs,additional concrefe anchors "" Z
•o may be required fo ensure the'MAX.ON CENTER"dimensions are not exceeded. ��a �
a 3.Concrete anchor tabfe: rn o,o �
N . .............:. ............ ......................................._:�::::,. .. .... ... . .... ....... .. ., o o =
`w ANCHOR a4'NCHOR>.:i >AAINi ;;M�N:.'CL£A.RANCE.TQ'i:i(v#1N:,CLEZaRA.N.CEE:T.O!:: N�o 0
.� ::..:.... . Z U
— NFE,' ,< SI�E: ., EMBEDMENL:.: :�IASQNR�:�D"G�: :>.ADJt#C�NT.AN�HOR.. o
�i ...::'..:....::......:.:..........::.......:::.:....o-.:'..........::.::........:....:....:....:. onre:17 25 08 =
...............t•...............:......................:.......: _
�' scu�: N.7.S. �
°' ITW ��q�� �.��4� 2_��2,� 3., m
° rnvc.en AL
a`
b ELCO 1/A„ 1 1/4„ 1° 4" cxK er: LFS �
v orumtw no.: m
a F1-8134.6 0
N
¢ SHEEf �{ OF B �
K
�
,
n o
� m� ��
3 c@ \
'�• —,'-.�a-�-r-- , d$° �Z\ ol
•�' f • ,7 •;' �5�00 , a
�, �:.'� »n �l S
t.• p o'm Q u
. .� m �F,;a� E
��' •. �o=oa��i
H 1XBUCK '° H �:-' � 9m�P��'�4
� • 17(BUCK 'O F{ 1X BUCK ��O C� �a a m�V �
DIREG7T0 DIRECTTO `� DIRECTTO a � � °
��E � MASONRY FRAME � FRAME � � o'•= �
MASONRY AAASONRY �_ � t ti
K STEEI' K STEEL K gTEE� M E �8
1X BUCK nP 1X BUCK TYP 1X BUCK �• °
� 3
� �
MASONRY � MASONRY � MASONRY 3'' � �
OPENING `'' OPENING ='' � OPENING � o
x
v � "' �'' Z m ¢
m . � m � �
[� � � � $ o
� • •' � ' "y'. � • - .. � al a
o INTERIOR INTERIOR INTERIOR >;�-y
� TRACK IXfERIOR IXTERIOR EXTERIOR
� FRAMEANCNORING 1RACK FRAMEANCNORING TRACK TRACK FRAMEANCNORING �CK TRACK
� (iX Buck.Direct to Masonry,Steel StudJ �i X Buck,D'aect to Masonry,Steel Stud] (I X Buck Oirect to Masonry,Steel Stud)
0
a; MAX.DESIGN PRESSURE=40 PSF M,q)(.DESIGN PRESSURE=55 PSF MAX.DESIGN PRESSURE=70 PSF o
t�
�d �
0 oz Z
r:� N 3 �
� CONCREfEANCHORNO7ES: �o �
a 1.Substifufion of equal conc�ete anchors from a different supplier may have different edge ��
o d'aTance and center distance requiremenis. �z
� 2.Concrete anchor locofions at fhe comers may be adjusfed to mainiain ihe mfn.edge a°�i �
' �sfance to morlarjoinfs.If concrete anchorlocations nofed as'MAX.ON CENTER"must be �� ?
�°.�, adjusfed fo mafnfain the min.edge distance to mortar jdnfs,addittonal concrete anchors '"� �'
. may be requrred to ensure the"MAX.ON CENTER"dimensions are not exceeded. ��� F
° 3.Concrata onchor table: m o,o �
i :...:........... ...... . ...........::............. .............,.... ........ .. . .... .. o o m
y
ANcNQk:>ANieNOtt::E. MIN; N!I.N,,:`G'.C�ARi4'NC�TQ';.;,:, CL�AR;ilNCE.iQ o �
a`, ,...:... MIN.:. N•-
�° '!1'F�; 51,�� '?EMBEahtENi: .: .:MASS?NR1'EpG�; .;APJAC6NTA►JGHOR: Z a
u°. .' ..: ...::.:... ....:c.:.....,. ........: .....:.................__...................:.:.... onre 11 25/08 z
..................................:......: a
v �: N.T.S. �
.o IiW 1/4" 1-1/A" 2-1/2" 3„ owc.ar: AL m
a ELCO 1/4" 1-1/4° 1" 4" cHK or: LFS ;
�, oruwwo Ho.• �
P
�o FL-8134.6 �
a �
s�r 5 oF 6 �
g — —
�
I
L
r.
4�
(
I-�-1 J9"--�{ $ 0.69"�
B►[L OF MATERIALS � i °
lIEb1 B DESCRIPRON ��� a� � 0.050' o � m M �°.
A 1XBUCKSG>=0.55 WOOD � � �- ?�sn °� h�
B 2XBUCKSG>=0.55 �''���
� SASH STI(E AND RAIL �m� � 0 =
C 1/4"MAX.SHIM SPACE - `�'' � � 14 Reinforcement � ��' g Z �
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL � � cEOy ���C o a
E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ^ � �—�.�^—� 0.65' � �$N o a$�E
301 OR HOLLOW BLOCK CONFORMINGTO ASTM C90
F #lOX2-1/7'PFHWOODSCREW STEEL O o�'_ °e 3m��`N��
TOP SASH STIIE 8 RAIL 9 E S l'
H 1/4"X 3-1/4"PFH IiW CONCRETE SCREW STEEL �0 9 � ''m°a a m°v o
J 1/4"X 2�/4"PFH ITW CONCREfE SCREW STEEL °' � � �
K S 10 PFH SELFDRILLING SMS STEEL 3 lo�K R�41C O �MEEnNG wtlL aE1NFORGEMENi e �m
X STEEL STUD Min.ihk.033" (ASTM A653 GRADE 33 Fy=33 Ksi Min,Fu=45 Ksi Min) STEEL � � �°
1 EXTRUDED VINYL HEAD,JAMB AND SILL' RIGID PVC
0.5" $
2 EXTRUDm VINYL SILL INSERT• RIGID PVC �n
3 EXTRUDED VINYL LOCK RAIL' RIGID PVC � N W
4 EXTRUDED VINYL MEEiING RAIL BEAD" RIGID PVC 0.31"—�{ 0.08" o � 0.06' o J
5 SASH REINFORCEMENT � STEEL �I�I��•�" 1 g U o
7 EXTRUDED VINYL HEAD INSERT RIGID PVC � �
8 EXTRUDED VINYL GLAZING BEAD` RIGID PVC � � 8 GLAZING BEAD �
3 9 EXTRUDED VINYL TOP SASH STILE&RAIL RIGID PVC Z � �Z
I I x m �
� 10 BALANCE COVER • - �, f----1.63"--i � � v, ��
m 11 EXTRUDED VINYL SASH RAIL BEAD' RIGID PVC o i1tiBAR m � `�o
� 12 STEELINTERCEPTSPACER STEEL 18 15 eO7TOMSASHST1LEbRA1L o � �I o 0 0�
0.06" o
o, 13 SWEEP LOCK STEEL 1,52'--j � & � �
3 1 4 L O C K R A I L R EI N F O R CEM ENT $TEEL a a 0°
�0.6"�
� IS EXTRUDED VINYL BOTfOM SASH STILE 8�RAIL° RIGID PVC � �'0•�� y Y N
v 17 SASH STILE AND RAIL REINFORCEMENT STEEL °o T 2� SASH RAIC "0°
� 1 8 T I L T B A R S T E E L T � Bead
20 EXTRUDED VINYL SASH RAIL BEAD° RIGID PVC ao �
a 21 NEOPRENE S�TING BLOCK NEOPRENE � �
� 22 GLAZING TAPE -
° 'THE APPROVED WHIfE RIGID PVC IXfERIOR IXTRUSIONS FOR WINDOWS ARE TO BE PRODUC�BY IXfRUDQtS LICENSEES IN MEETING R.41L ° � 0.06" °Z O
,°�� 'AAhAA CERTIFlCATION PROGRAMS FOR RIGID PVC D(IRUSIONS", 4 Bead N� rn
��
^ �-1.95'—�� �1.1"� �o �
� �3.25"
n � 7 HEAD INSERT G�B�� 8 11 B�S�H RAIL ��
° a u
O =U =
� 12 13/16'O.A.GLASSIHK. �o
�
.N. I � 3J9" I/8"ANNEALEDGLASS ��Q h
� � � � o Z
� ^ AIR SPACE o o a
N�Z p
N
O � �-D.�G' QAIE�� 2�J OS ?
" � �: N.rs. °
v � 1{8"ANNEALm GLASS �a.�: AL m
'o •
a � cx¢.ar. LFS �
HFAD,JAMB d Sfll 21 e� DMY.7H0 NO.: P
� 1 2 SILL INSERi �� BALANCE COVER G� GLAZING DEfAIL FL-8134.6 0
I4.09° sx¢r 6 ov 6 �
a
�