HomeMy WebLinkAbout22-4402U1-t-y-o-tYe-1►-h-y-rTi 1-1 RIS
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-00440
Issue Date: 08/
REINSPECTION FEES* (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspoction, whichever is greater, for each subsequent roinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
r=�1!11!1 1111MIT I I IF !1 13111 !1 I� 'III I i
- - I -7friFT747F, FW1111I ME-M
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFF410E
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER i
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
(Y' Building Department
partment
Date Received gii Phone Contact for Permitting 'j� C_ 'C
Owner's Name Owner Phone Number 813-278-9 7
Owner's Address 38750 4th Ave Zephyrhills, FL 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38750 4th Ave Zephyrhills, FL 33542 LOT #
SUBDIVISION City of Zephyrhills PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR� ADD/ALT = SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM OTHER now apacment
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK Replace t3 windows size/ size with impact. FL#1435.2
BUILDING SIZE Sol FOOTAGE = HEIGHT
_VWBUILDING VALUATION OF TOTAL CONSTRUCTION
16,098.51
=ELECTRICAL AMP SERVICE PROGRESS ENERGY E::] W,R,E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY The Horn Depot
SIGNATURE REGISTERED Y/N F CURREN Y/N
Address License #ECGC061641��
ELECTRICIAN COMPANY E
SIGNATURE REGISTERED Y t N �IE8..RRENt N�
Address E=== License#
PLUMBER COMPANY E
SIGNATURE E=== REGISTERED �Y/ N FEE C.11R�EN���
Address License #====
MECHANICAL COMPANY
SIGNATURE [=== REGISTERED Y t N�FEEC.RRENY l N��
Address License#
OTHER COMPANY E
SIGNATURE E=:== REGISTERED ;;;;: �IEE.URRE�N���
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans: (1) set of Energy Forms-, R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Storrnwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach (2) 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 & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7600)
— Agent (for the contractor) or Pc,.ver of Attorney (for the owner) would be someone %Mth notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways.,needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 contractor 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, K 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 66t he is n6flp'roparly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES 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 1, 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' prior 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 govemment 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,
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
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 W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"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 pennit is commenced within six months of permit issuance, or if work authorized by the permit 18 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.
FLORIDA JURAT (F.S. 117.03
OWNER ORAGENT
Subscribed and sworn to (or affirmed) before me this
7/6/2022 by Martin Sterling
Who isiare gjLsonally known to me or has/have produced
tion.
Notary Public
cribed and sworn to (or affirmed) before me
2022 by Martin �Sterlfin
Ts/ -are a me or has/havA
N
Public
Home of License #'s - For the most cu bers
FL: ECO001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113,
CCC1331130
jDavid Wilson I
Salesperson Name Registration # (Req. in CA,CTME,MD,Ml,NJ,DQ
IThe Home Depot e Depot
11NNO "r W
ahs—cewstpete@homedepot.com 01440, CGC1514813, CRC046858, CAC1813767,
M,
Customer Last Name Customer First Name
Customer Address
Store # / Branch Name
Zephy hills
City
Customer Lead/ PO#
FL 33542
State Zip
franciscobarrientos4Q2Q@gmail.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
MM M;
ah��c=te@homedepot.com
201 Kelsey Lane, Suite E
A
MIX
MUM I MIAIA MI,
WMILIAM MAWWW WIWM WkW&JURUWAM
Acknowledged by:
UM
460 Standard Form HIA (21 JuL 21) (E) Generated Date jorw2442 -- Lead/PO4 a v 0.1.12
11� 11 10
4111111
Approximate Start Date: Approximate Finish Date: All dates are approximate
and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in
confirmintz insurance coveraae of Your claim for anv repair, if applicable.
IM•
Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified
below or in a payment addendum.
Contract Price: s 16098.51 Includes all applicable taxes. Excludes finance charges.*
Sales Tax: S lom (If applicable, total amount of taxes included in Contract Price)
, laxim um deposit ONL Y applicable in JUD, 31A, -ME (33%), JVJ, FYI (99%)
Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan
agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this
Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No
funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments
made payable to Home Depot.
0
UMM"Itirld
X I /s/ The Home
M
For questions related to your installation, contact Service Provider at (813)
For any other concerns, contact The Hoine Depot at 1-800-466-333 7
460 Standard Farm HIA (21 Jut. 21) (E) Generated Date 0619Ai9n,)9 Lead/1`04 _I _2CLO C v 0.1.12
Nrcel D #► t
COMMENCEMENTNOTICE OF
State of Florida
County f
Description of rierit
a aii 1' 11
b) Name and address of fee simple titleholder (if different than Owner listed above)
c) Interest in properly
a) Name and address: Tho Home Depot 2455 Paces Ferry Rd #G-H ATL, A 30339
b) Telephone No.: 81a-620-7548 Fax No.: (optionao
$,Surety (if applicable, a copy of the payment band is attaehed)
a) Name and address,
b) Telephone No.: , _
c) Amount of $anti;
�4
a) Name and address.
b) Telephona No,: a
7. Persons within the State of Florida designated by Owner Capon whom noticas or other documents may be seated as provided by Section
71113 (1) (a) 7„ Florida Statutes;
i) Name and address.:
b) Telephone N a.: Fax No.: (optional)
1, a) In addition to himself or herself, Owner designates � w of
«•. ► t-
b) Phone Number of Person or entity designated by Owner:
9. Explratlon date of notice of isommencement (tho expiration date may not be before W completion of construction and final payment to the
ow
MRWK=l WIN
him 010
R ..
i �! " ♦ w • i
foregoing notice of commencement and that the facts stated therein are true to the best of my
Iowa MUMINUAM-1
i « ►
Of 2Z1 by (type of oulhorily, eq. officer, trustee, a omoyirtfad)
for as
for
0 rx-
Personally Knm!��� &roduced �JD'-8�
Type of 10 Notary Signature
Print name
Sheet 1
of 3
DEALER NAME
THo AT HOME SERVICES
BOX/GRATE ORDER
EMAIL SENT
TIME m:36:41
DESIGN CONSULTANT
David Wilson
YES NO
YES
NO
HATE 0612412022
ORDERED BY
PGT USE
CSR & EXT TOM V..21326 ALICE W..21343
ORDERED BY PHONE #
S.O.#
DEALER # 12228
CITY, STATE
SHIP DATE
CUSTOMER Francisco aarrient-
SHIP TO #
SHIP VIA
JOB # 1-200SCOMS
MDI? YES NO
LEAD TIME AUTH
PO #
IF'NO' INDICATE STANDARDS DESIRED
CHECKER'S INITIALS
WINGUARD (IMPACT) ENERGYVUE (NONAMPACT)
REQUIRED FOR MIAMI DADE:
SOLD ON PROMO YES NO
REMODEL NEW CONSTRUCTION
WOOD OPENING
#12 WOOD SCREW
114" SS TAPCON
114" SIN CRETEFLEX. CONCRETE OPENING
o.
76
v
f
.
N
> s
Options LABOR':.
2: p
FLANGE
z ¢ STD - X-Operating
TYPE : TOP -or-
2 B
. Hardware OPTIONS 1
perp. O , PGF SPEC
-or-BOX
WIDTH NEIGH
a 1. ¢ or- REV S-Stationary ', : HANDIAIG
FLAT (F) -or- BOTTOM
.
- Screens MISC ITEMS WIDTH HE{6H .�
FL' ROOM Q .. SERIESII :CODE
FRAME
INTERIOR
EXTERIOR (in.) :: In) UI
�: a: ' STACK Viewed from the autslde .(RH-or-LH) .
SCULPTURED;(S} PATTERN -or ALL
m a@
'. & Mulls: CODE 1 (in.) {in.}
1 1St KITCH 5500 SH
B
WH
WH 27 52 79
Standard,Standa BF, LSR
rd: WHT
2 1,u KITCH 5500 SH
a
WH
WH 27 52 79
Standald,Standa BE, LSR
d: WHT
3 131 LIV 5500 SH
a
WH
WH 36 50 86
Standard,Standa BF, LSR
d: WHT
4 1st LIV 5500 SH
a
WH
WH 38 75
Standard,Standa. BF, LSR
137
d : WHT
5 1st BEDI 5500 SH
B
WH
WH 37 75
Stand BE, LSR
�11
nd,St.nd.
rd :WHT
6 1st BEDI 5500 SH
8
WH
WH 37 38 75
Standard,Standa BF, LSR
d: WHT
b
0
Job L.ave1 Labor & Notes: Permit Pro<e sing
1 have reviewed and agreed with alljob specifications and the Special Terms & Conditions or the back of the yellow (Customer) copy.
Customer Signature
Date:
TIME 07:36:41
DATE 06/2412022
CSR & EXT TOM V. x 1328 ALICEY1,21343
DEALER# 12228
CUSTOMER Francisco earrientos
JOB# 1-2009CGMS
ED#
WINGUARD (IMPAGN ENERGYVUE{NON-IMPACT}
REMODEL NEW CONSTRUCTION
DEALER NAME
THD AT HOME SERVICES
DESIGN CONSULTANT
David Wilson
ORDERED BY
ORDERED BY PHONE#
CITY, STATE
SHIP TO #
MDI? YES NO
IF'NO'INDICATE STANDARDS DESIRED
REQUIRED FOR MIAMI DADE:
WOOD OPENING
#12WOOD SCREW
I/eSSTAPOON
IW SS4 CRETEFLEX CONCEPTS OPENING
SPEC Sheet 2 of 3
BOYJCRATE ORDER EMAIL SENT
YES No YES NO
POT USE
SO-#
SHIP DATE
SHIP VIA
LEAD TIME AUTH
CHECKERS INITIALS
SOLD ON PROMO YES NO
7 1,u
B
d 'S"""
8F'
BF, LIR
�8ED2
�6500
�Sll
�Wll �WH
�21
�11
�l
WHT
lu. WHT
3 1,N
81
dl'.
Standard, TMP :
ST, LSR
, F.II,S
" Bt.ru.,d:
[H �11
�11
WHT
9 I�t
4SAT.5500
SED3
5500
SH
8
WH
WH
27 52
79
't--d,St-d.
BF, LSR
�lld: WHT
10 1st
BED3
5500
SH
B
WH
WH
27 52
79
St.rd.,cl,SX..d.
BF, LSR
d; WHT
II
11 1st
DINE
5500
SH
B
WH
WH
27 52
79
Standard,Standa
BF, LS
d: WHT
12 1st
DINE
i
-
-H
WH
—
27 52
79
St..d.,d,St..d.
'd: VINT
BF, LSR
Job L-1 Labor & N.t— P.—ft Pl.--mg
I have -d with alljob specifications and the Special Terms & Conditions on the back of the yellow (Customer) copy,
Customer Signature Date:
DEALER NAME
THO AT HOME SERVICES
TIME 07:36:41
DESIGN CONSULTANT
D.Id wils—
DATE 06/24/2022
ORDERED BY
CSR& EXT TOM V. .21326 ALICEW,.21343
ORDERED BY PHONE #
DEALER # 12228
CITY, STATE
CUSTOMER Francisco 8-1—toe
SHIP TO #
JOB# 1-200SCGMS
MDI? YES NO
PO#
IF'NU INDICATE STANDARDS DESIRED
WINGUARD (IMPACT) ENERGYVUE(NON-IMPArT)
REQUIRED FOR MIAMI DADE'
REMODEL NEW CONSTRUCTION
WOOD OPENING
#12 WOOD SCREW
1/4'SS TARCON
114SE4 CRETEFLEX CONCRETE OPENING
BOX/CRATE ORDER
YES NO
S.Ol
SHIP DATE
SHIP VIA
LEAD TIME AUTH
CHECKER'S INITIALS
SOLD ON PROMO YES No
Sheet 3 of 3
EMAIL SENT
YES NO
PET USE
13 Ist IDINE 1 15500 SH B w 1H WH III �12 11 1
St. d.,cl,St-d. BFLSR
Job Level Labor & Notes: Permit Processing I I
/have reviewed and agreed with alljob -piscificalions and the Special Terms &Conditions on the back of the yellow (Customer) copy.
Customer Signature I Date:
flswzffllffi�
Florida Building Code Online
"'No
5500 Single Hung Impact
W, M011 1i IVA=
5CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links J Search
Product Approval
d—bor a USER: Public User
Product AgpLo—valmenu > Emdua-aUqp > APP-Llc—atlon List > Application Detail
FL #
Pill!, Application Type
Code Version
Application Status El .Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary,
Comments
Archived
Product Manufacturer
PGT Industries
Address/Phone/Email
1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature
lens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941) 486-0100 Ext 21142
lmiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
—"—' —
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency
Keystone Certifications, Inc.
Validated By
Steven M. Urich, PE
1, Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Standard
y9m
AAMA/WDMA/CSA I0I/IS2/A440
2011
ASTM E1886
2005
ASTM E1886
2013
ASTM E1996
2012
ASTM E283
2004
ASTM E330
2002
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
fL105_B2_4U
Lo_Lj22k--jZ_"Wv_W_e_n_r,, - �eftr 'In �-- �Pjf
https://floridabuilding,org/prlpr�_appjtl.aspx?param=wGEVXQvADqsbCUITKel2ODuftTaLxE3°/a2b\Atty5nVtx79Mjz7ie8a3o7ga/�3d°/�3d
1/2
1110/22,12:44 PM Florida Building Code Online
Product Approval Method Method I Option A
Date Submitted 06/23/2021
Date Validated 06/24/2021
Date Pending FBC Approval
Date Approved 07/04/2021
_rtp�rLV;. :! Zt21 AWLStone Road,Jis ELUI_2bang—US-11 8I-152-4
The State of Florida is an AA/EEO employer. Copyri :i Bay_Ay statement,:; AccessiD_ility__S_e_m_e_Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50,487.1395, -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, KS, must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
M go WN 9E E
Credit Card
Safe
NZE=
MAX. BUCK WIDTH
SEE TABLE 1
28'
12" MAX.
B, SEE MAX� O.C. SH
SHEET 3
A, SEE F— Ifr
M 2- ' AX SH
SHEET 3t
—17 67'MAX. O.C.
MAX BUCK
HEIGHTSEE
TABLE
x 10"MAX. D.C.
I 13.77Y MAX. D.C.
A
6 112'MAX.
NO ANCHORS ATSILL8 -- __j f
ELEVATION FOR TYP. EQUAL LEG FRAME,
EQUAL-LITE CONFIGURATION
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL
SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,
2) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED IX
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.
1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER, (10R) OR ARCHITECT OF RECORD, (AOR).
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO, USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4) MAX, 114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT 19 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW,
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT, THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
MAX. BUCK WIDTH
SEE TABLE 1
28"
12" MAX.
B, SEE My O.C.
EET 3 1
A, SEE!-.._
EET 3j
D, SEE
SHEET4
12" MAX. C, SEE
I I SHEET
IMPACT RATING DESIGN PRESSURE RATING
LARGE & SMALL MISSILE SEE TABLE I
IMPACT RESISTANT
—v
17.%;67" MAX. O.C.
4" MAX.
MAX. BUCK
D.C.
HEIGHT SEE
TABLE I
01
I
---- -------
x
k
-1 10'MAX 0 C
1'773'MAX. O.C.
BU=N
6-1/2- MAX.
D
B _7!.. AT SILL I
ELEVATI
ELEVATION FOR TYP, FLANGE FRAME,
PROVIEW/ORIEL CONFIGURATION
(SIMILAR A
fqOTTAGE SIMILAR}
r2'MAX.
MAX ' BUCK
HEIGHT SEE
TABLE I
2'MAX. —1 1--
)N FOR TYP. FIN OR J-CHANNEL FRAME,
EQUAL-LITE CONFIGURATION
NCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
A BLOCK AND OBTAINING
DESIGN PRESSURES FOR
TABLE 1:
THAT BLOCK SIZE FROM
Window
Buck Size
ReInf.
Design Pressure
Cerfification
THE TABLE ON THIS SHEET,
Configuration
Width
Height
Level
(+) psf (-) Ps{
(CAR) Number
52-1/V'
W
Equal-fite
COPYRIGHT (9) 2021
52-1/6'
84"
Std. ProView
RI
50.0 50.0
190-285,1028
POT INDUSTRIES, INC,
52-1/8"
91-13/16"
Custom Sash
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING,
52-1/8"
ig.
Equal-lite
CERT. OF AUTH. #29296
52-1/8"
84"
Sid. ProView
R2
65,0 70,0
190-286, 1029
N. VENI1070CE, FLTECHNOLOGY DRIVE
34275 (941)-480.1600
52-1/8"
91-13116!'
%%kit 11111,
MIN. SASH HEIGHT =WINDOW BUCK HEIGHT -50,136
(APPLIES TO ANY HEIGHT 91.78'OR LESS).
I Via
VICENS,,,
No. 58705
,/21
/23/21 41
OF
VINYL SINGLE HUNG INSTALLATION, LM r-1 09/30/11 STATE
GENERAL NOTES & ELEVATIONS Jkl J ROSOWSKI TONAL-W\
11111110
SH5500 1 OF 4 SH5500-FPA J�fl B A. LYNN,MILLER,
P.E.
P.E # 58705
WINDOW SHARES AS SHOWN BELOW OR
SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1.
—®-� WIDTH }-m-- —®-( WIDTH �+—
%/ T
F
0
U'
R IUSTOP A CH OP
(EQUAL-LITE SHOWN) (PROVIEW10RtEL SHOWN)
TABLE 4: REINFORCEMENT TYPES
Reinforcement -
ii¢spe� Lille Lower Lite
Level Bono€» tail Bottom Side
Fop E
Fail Rat# Raa4s
Rl B A A A
R2 C A A A
—
ANCHOR NOTES:
1-3f8°
GE-7700 OR
DOW-791l983
1-3/4" 1)"UNGROUTED CMU°
SILICONE
VALUES MAY BE USED
FOR GROUTED CMU
1/2" NOM.GLASS
BITE TYP, REINFORCEMENT
TYPE A
APPLICATIONS,
EXTERIOR
1-3/4"
1-114" FLATHEAD
HEXHEHEXHED,
OR AD ARE
1-318" ACCEPTABLE.
1-3/4"
1-114" 3) ANCHOR LENGTH TO
TYP. GLAZING DETAIL REINFORCEMENT
TYPE B
BE SO THAT A MIN. OF 3
1-3/8" THREADS EXTEND
_
1-3X' BEYOND THE METAL
1-174` SUBSTRATE.
t [
REINFORCEMENT TYPE C
—�^- 7/8" NOMh
—�-I 7/8" NOM.
4
5/16" A/A PVB
5116" A/A PVB
7/16" AIR SPACE
3/8" AIR SPACE
COPYRIGHT 0 2021
118 ANNEALED OR
3/16" ANNEALED OR
POT INDUSTRIES, INC.
LIMITED LICENSE TO MAKE
TEMPERED GLASS
TEMPERED GLASS
COPIES FOR PERMITTING.
DEBT. OF AUTH. #29296
DURASEAL,
DURASEAL,
1070 TECHNOLOGY DRIVE
SUPERSPACER
SUPERSPACER
N. VENICE, FL 34275 (941)-480-1600
OR CARDINAL �
OR CARDINAL
XL EDGE
XL EDGE —
t t r t f!7!!
GLAZING TYPES
ti
No.58705 -
•
PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA, INC.
_» !/6/23/21 �:,'
STATE OF
VINYL SINGLE HUNG INSTALLATION, LM m 09130/11
c� °•,
c GLASS/ANCHORS/FRAME OPTIONS gm ROSOVfSK1
`! `9!0NA1.4�`'
,J
®
SH5500
2 C 4 =z
SH5500-FPA
B
a LYNN MILLER, F.E.
P.E.# 58705
SHOWN
INSTALLED
THROUGHIX
BUCKSTRIP
FLANGE
',. FRAME
SHOWN
BUCK
HEIGHT
EXTERIOR
EQUAL
LEG
FRAME
SHOWN
- EDGE DISTANCE
i
EMBEDMENT
f
SHOWN
INSTALLED
DIRECTLY TO
EMBEDMENT SUBSTRATE
-,- F
EDGEDISTANCEmTTF-9-'%I
SHOWN
INSTALLED
THROUGH IX
EMBEDMENT
BUCKSTRIP
f
EDGE
DISTANCE
U`'D
1
OPT. SASH TOP
LIFT RAIL
EXTERIOR
DIS TA
15,
��
S R
FLANGEFRAME
EQUAL
LEG
SHOWN
BUCK WIDTH
FRAME
OPT.SASH
BOTTOM LIFT
HANDLEILOCK
j NO ANCHORS
REQUIRED IN
FLANGE OR
EQUAL -LEG
uT A' FRAME SILLS
VERTICAL SECTION B-B
LL
INSTALLATION THROUGH EXTERIOR
THE FRAME, INTO METAL 15
INSTALLATION NOTES:
1) SEE SHEET I FOR SPACING
REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 114-.
4) GLASS SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND
MAY DIFFER TO MEET DESIGN
REQUIREMENTS.
5) FIN ANDIOR FLANGE MAY BE
REMOVED TO CREATE OTHER FRAME
TYPES.
SHOWN INSTALLED
THROUGH THE
FRAME
3-CHANNEL
FRAME jn
SHOWN j( {j
EDGE DISTANCE
BUCK
HEIGHT
EXTERIOR
t
FIN
FRAME
SHOWN
SHOWN
INSTALLED
THROUGH
THE
INTEGRAL FIN
�- EMBEDMENT -a-
VERTICAL SECTION D-D
EMBEDMENT
E!
DIS"
OPT. SASH TOP
LIFT RAIL
SHOWN INSTALLED SHOWN INSTALLED
THROUGHTHE THROUGH THE
FRAME INTEGRAL FIN
FRAMED`
SHOWN
BUCK WIDTH
HORIZONTAL SECTION C-C
OPT. SASH
BOTTOM LIFT
HANDLE/LOCK FIN �) // ,J ® -.. _ .....
EXTERIOR EXTERI
FRAME
SHOWN
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL
EDGE
DISTANCE
EDGE
DISTANCE
I
I ...-v
INSTALLATION NOTES:
1) SEE SHEET I FOR SPACING
:EQUtREMENTS.
) SEE TABLE(S) ON SHEET 2 FOR
,NCHORAGE AND SUBSTRATE
IEQUIREMENTS.
MAX. SHIM THICKNESS TO BE 1/4".
} GLASS SHOWN IS FOR ILLUSTRATIVE
'URPOSES ONLY AND MAY DIFFER TO
IEET DESIGN REQUIREMENTS.
j FIN AND/OR FLANGE MAY BE REMOVED
D CREATE OTHER FRAME TYPES.
1) Need manufacturing installation specifications,
2) Must meet sections R308 and R612 of the 2017 F,B,C.
3) If windows re to be installed inside the historical district, the will need to be approved
by the historical committee.
4) No other, work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified,
5) This is for replacement (glass for glass) only, If you wish to change from screen or vinyl
windows to glass, the additional information is required,
6) All windows to wall connections shall be left visiblefor inspection,
7) All labeling and stickers shall remain on windows until final inspection.
8) No work shall start without permit first,