HomeMy WebLinkAbout19-21234 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21234
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21234 Address: 5154 19TH 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: 11-26-21-0010-19900-0080
Improv. Cost: 8,300.00 OWNER INFORMATION
Date Issued: 5/16/2019 Name: GAUGER, MILTON
Total Fees: 187.50 Address: 5154 19TH ST
Amount Paid: 187.50 ZEPHYRHILLS, FL. 33542
Date Paid: 5/16/2019 Phone: (813)782-0998
Work Desc: SCREEN RM 12 X 15 TO GLASSROOM W/ PARTIAL BLOCK WALL INFILL FOR GRILL
CONTRACTORS APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 120.00
DOUBLE M ELECTRIC ELECTRICAL FEE 67.50
I
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION 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.
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 reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water 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 property. 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
Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CO TRACT&SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
` 813-780-0020 City of Zephyrhills Permit Application Fax818-780-0021
Building Department
Date Received Phone Contact for Pertnittin
Owners Name V Cie Owner Phone Number t�J ��
Owners Address (�' S Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address (� (�
�JOB ADDRESS 5I / J s LOT# �
SUBDIVISION PARCEL ID# I ~ 1 10090
�Q 0 90
( BTAINED FROM PROPERTY fAX NOTICE)
WORK PROPOSED I NEW CONSTR� ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION �' BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK �'{�` t Ill
/t r
BUILDING SIZE I I JK1 SCI FOOTAGE HEIGHT Q
TITI"ITT rT•1 1 1 1 1 1 4 1 1 1 1 1 1 1
UILDING $ C-M VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER ANY
SIGNATURE REGISTERED / N FEECURREK Y N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED / N FEE CURREN p je�VN NN
Address I License# G130 G v
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREt,
Address License#
IIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllllllllllllll
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&1 dumpster,Site Work Permit for subdivisionsilarge 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&1 dumpster.Site Work Permit for all new projects.Al commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
44 4Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A(C upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
� 1
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, 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 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 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"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 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 & 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"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
"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 1 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.
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 YA OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NbTICEMF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOMhto
Subscribed and swam to(or affirmed)before me this Subscribed angedthis
by r
Who is/are personally known to me or has/have produced Who is/are per produced
as identification. as identification.
Notary Public otary Public
Commission No. Comm'SiU�,-F
•�
Name of Notary typed,printed or stamped Name of flotary typed,printed or s[ mpeT-
.FO pRY PV6�+ ROBERT HARTWIG c.��ay°�3.'. ROBERT HARTVVIG
M y COMMISSION#13GO39755
?� n� MY COMMISSION#GG039755 _?:'� �', �/ .r<
EXPIRES:OCT 18,2020 EXPIRES:OCT 18,2020,,III st:�_66 T
Bonded through 1st State Insurance `-r`'' Bonded throuah 1st State Insurance
0
' fLUfltin
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: lv-%
Date Received:
Site:
Permit Type: U�°i-� � r� r�'l �`% fC+°►'1 1 Zp �cS'
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
r
This comment sheet shall be-kept with the permit and/or plans.
MAY 1 '0 2019
Kalvi rtzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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Product Approval
i USER:Public User
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Product Approval Menu>Application Detail
FL# . FL1435-R20
Application Type Revision
Code Version. . 2017
Application Status Approved-
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived r
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275.
(941)486-0100 •Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski.
josowski@pgtindustries.com
Technical Representative_ Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(94.1),486-0100. Ext21140
josowski@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
R Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year .
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004 '
ASTM E330 2002
Equivalence of Product Standards
Certified By
Product Approval Method. Method 1 Option A
Date Submitted 09/05/2017
Date Validated 09/22/2017
Date Pending FBC Approval
Date Approved 09/27/2017
Summary of Products . Y
FL# Model,Number or Name Description
'1435.1 SH=200 Aluminum Single Hung Window(Std.Meeting Rail,
inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1.435 .R20_C_CAC_CertificationB-SH2O0.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date _
Impact Resistant:No 02/16/2019
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for FL1435-R20_II SH-200.pdf
design pressure;size and anchorage information.The ,' Verified By:A.Lynn Miller,PE 58705
Pass-Thru version was not tested for water infiltration. Created by Independent Third Party:No
Evaluation Reports
FL1435 R20 .AE SH-200 STD Evaluation 0917.pdf .
Created by Independent Third Party:No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting
Rail)
Limits of Use Certification Agency.Certificate
Approved for use in HVHZ:No FL1435=R20¢C CAC 190-1003CAR2.pdf
Approved•for use outside HVHZ:Yes Quality Assurance Contract Expiration Date'
Impact.Resistant:No 01/08/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for ELJ 435 R20 U_SH-200HD.pddf
design pressure,size and anchorage information.. . Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports.
FL1435_R20_AE SH-200 HD Evaluation 0917.pdf
Created by Independent Third Party:No
1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window, .
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435=R20 C CAC Certification SH800 C:pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/07/2020
Design Pressure:N/A Installation Instructions
Other:Please'see the Installation Instructions for FL1435'R20.II_SH400c.pdf
design pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R20 AE SH800 Eval 0917.pdf
Created by Independent Third Party:No,
1435.4 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
•_____._a o__..__:_■nnrv.wr_ m 1 4O1 T1'1n 11 A. orr CA AA _ac-
1 -i, -
Appruvcu lur use 111 n V nA,;1MU 1'L14J�_IILV_l._l.t1l._JII-.J4VV I.GI LI111:d11U11.(JUI
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Installation Instructions
'Other:Please,see the Installation Instructions for FL1435 R20 H SH-5400.pdf
design pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435_R20_AE_SH-5400 Evaluation'0917.pdf:
Created by Independent Third Party:No
1435.5 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R20_C_CAG SH-5500 Certification.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for FL 1435 R20 II SH-5500.pdf
design pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No'
Evaluation Reports
FL1435 R20 "AE_SH-5500.Evaluation 0917.12df
Created by Independent Third Party:No
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Contact Us::2601 Blair Stone Road,Tallahassee.FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy'Statement
Accessibility Statement::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 850.487.1395.*Pursuant to Section 455.275(1),Florida
Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an .
email addiess.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.
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INSTR#2019083017 OR BK 9906 PG 349 l Page 1 of 1
05/16/2019 06:51 AM Rcpt:2055077 Rec: 10.00 DS:0.00 IT:0.00
PauCa S. O'WeiC Ph.D., Pasco County CCerk&ComptroCCer
Permit No, Parcel ID No '2 t O'"G 1 — Q -19 4 DO -ao S 0
�— (} NOTICE OF COMMENCEMENT
State of ((2C 14 County of -PaS Co
THE UNDERSIGNED hereby gives notice that improvement wlil be made to certain real property,and in acoodanca with Chapter 713,Florida Statutes,
the following Information is provided in this Notice of Commencement
1. Description of Property: Parcel Identific`aVoon No.
Street Address: �15� f't} ,�ZeR641 j;U-5, P 3?Sy2
2. General Description of Improvement C,c>nycr( ' cr 2n Roan +d Sr) (2-6or`')
3. Owner Information or L Information If the Lessee contracted for the Improvement:
Address City State
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City State
4, Contractor. 01('13.4j 710
Nama
Address G� C i 7 Cl
t �} State
Contractor's Telephone No.: 01 3_ !�7 8 2- .3 S 1 3
5. Surety.
Name
Address City State
Amount of Bond:$ Telephone No.:
6. Lender.
Name
Address City State
Lender's Telephone No.:
T. Persons within the State of Florida designated by the owner upon whom notices or other docu hams may be served as provided by
Section 713.13(1}(ax7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
6. In addition to himself,the owner designates of_
to receive a copy of the Uenor's NoUce as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Ent ty Designated by Owner:
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTIC9 OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under a poff03ddN1F1�I have read the foregoing notice of commencement and that the facts stated therein are true to the best
STATE OFFLORIDA%AV
%: CO .+ .,+I/
COUNTY OF PASI;{11 411�,+, ��'2Qs• "+r Sirstuib of Owner or Lessee, is or L 's Authorized
Cf icer/Dlrector'/PartnerlMan
- #WM1647 :'�.;` / Signatoys Ttuelofiice
The foregoing instrt� 1 this LJ—d'ay of�20L by
���i._ Pik. s+•+ F �� (type o!authority, .g., tficer,UAW.attorney in fact)for
:....•vmt%` (name of of i ant was executed}.
Personally Known[3 QS Produced identification Notary Signature
Type of Identification Produced bL— Name(Print) ✓
wpdiUubcWnogoeconmencernentyc05304a
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS
• TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
�► :,: e: WITNF�SS MY HAND A D FFICIAL SEAL THIS
_ DAY OF _ 2
tl9 "��Q ,; • ,' CPAULA NE IL,CL K OMPTROI LER
_ DEPUTY CLERK
s ,
GENERAL NOTES: ANCHOR LOCATIONS a SPACING
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-11W MAX TIP-TO-TIP
62-716'MAX.BUCK
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
I+—52-7l6'MAX.BUCK _6•MAX —� �--5'MAX
2)WOOD BUCKS DEPICTED AS L ARE LESS IRECTHAN SOL•TCONC XWOODBUCKS
ARE OPTIONAL ff AS 2IS INSTALLED THICK
O RV E SOLID CONCRETE WOOD W MAX.
BUCKS DEPICTED A91x ARE 1.1rY THICK OR GREATER ATTACHMENT METHOD OF
WOOD BUCKS SHALL BE DONE BY OTHERS. T I I
75-
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OFAHcNDRTO )
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). j BMAX
K /
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I I 6 MAX
SUBSTRATE.USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
a)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR i 75
SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTEDAS tr MAX. I I MAX
Flu
TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM � I I BUCK I
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE 1
I I 78'
S)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND RANGE OR FIX. i i MAX.
OVERALL SEILING&IMMNG STRATEGY FOR WATER RESISTANCE OF TIP-TO- I
INSTALLATION SHALL BE DONE BY OTHERS. I I TIP
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.2.7 KSI 1 I I I
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM CaO. _l_
GLAZING COM DUES WITH ASTM El300. 8.MAX. I _ _ I 6_
S)THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE MAX
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
FLANGE FRAME FIN FRAME •
9)EQUAL LITE SHOWNORI EL SASH U AS.ANCHOR QUANTITY AND SPACING APPLIES TO ;
OR ALUMINUM SIMLTiE WOOD DETAILS.PRODUCT
TI STALLED INT-0 STEEL
ILAR TO 53-118*MAX 52-1/8"MAXn BUCK IP
TABLE 3:FIN S RANGE STANDARD WINDOWS 10)PTRATIO IU PRODUCT HAS 1 BEEN UNEXPOSED
FOR WATER B•MAX,
INFILTRATION AND MUST BE LOCATED WUNEXPOSED AREAS. BUCK El Desi ,M,!ure Clrtlfltatl0n T
Sash Style II
11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 40004001 SERIES.
Width Nel t f - f Numbers
�° Epual IJte 55 55 19"711479, 51-12' I
Or1ei 55 55 493 494 _ MAX
1r BUCK
TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) MAX 62•
TABLE 4:FLANGE PASS-iHRU WINDOW T MAX
Archv7ypo steelrme oE�° �� Burk Size Desi Pressure tertifttati0n n TP-O-
sYmd(Sad—PYM) 7nr I.91r Width Hel t + sf - sf Numbers TIP
Co ram SMS sled Bud Gr33 31r .Ola(is L05 S2- 6' 56 1901002 L
AIMNmrtFa 75 3Ir Ilr B-12•MAX
Bled.Ala air 11r
vP MnMmy Conaeb 1' lair FLANGE FRAME
Ant3v H.1"CMU 2-Wr 1.114' I PASS-THRU WINDOW
NOIe:Ttti ALL 1�iLL9RSIRATE66GREW F]reFA]E1?2itLL1 eE 1�l]TIRFADS .:1:!I:�1';r
eEYOtm N9�i1itE6 WTWIL 1
TABLE 2:RN WINDOWS(STANDARD .4�,..
( WINDOW) :�yLj1�:�`..•..•.'� � J.ROSOWSKI OSIO&11 /LLUMWUM BOS7•TS��o>o�oo�M
And= slftbde Yin EdOe In •• '•: , m�va�awMltcuwmmr
�0 M.L ElMdmrd
I
1�'� Waod(BOAMM P(m) 31a' 1-7nr /1� a mow'
012PMVMW "'�, I >H fOmTEp1NOLD0Y ORNE
SMS Wam(S..th—PYM) Wlr 1 VB' S,y�,U NOXOMS.FL3R]!
#10TaMenesa •• FL n' ;_F�.: PLCERT.OFAUM!29= SINGLE HUNG INST.,STD.MEETING RAIL
a— woad(Soulaan Pk.) )Itr 1 Yr _ NT prer
P.E.Ya9705 SH•2008200FT NTB 1 d 3 1032N1JR +I
/
R1STAUATIDH WITH f1ANGE�flWAE
B EXTER!Aq
IX v o
SHR4 WOOD
SHIM
EDGE
NO DISTANCE j
ANCHORS NO fREQUIRED _._
F.MERIDR RµE0U1RED Exn(pn EMBEDMENT—I --�CORS � t
FLANGE FRAME ,
JAMB INSTALLATION
FLANGE FRAME (DIRECTLY TO SUBSTRATE)
IffJ1D INSTALLATION FLANGE FRAME,
(DIRECTLY TO BUBSTTiAIE) HEAD INSTALLATION
(U m 1X BUC mmm) I
iSUB& T ( 4
E><TER>oR ,
�xrExrEwDR p I
EMERKM
EXTERIOR
EDGE
NO k0 DISTANCE
ANCHORS ANCHORS
REQUIRED REQUIRED IX SHIM
EMBEDMENT --"�WOOD
FLANGE FRAME '� ^p•'•$]i
Cv-
SHBA
_ �• SHIM (USIING 1X SUC3BTRIP).B INS ^ y,v 'y27C�' •,X
BS TE 1X
WOOD '+
FLANGE FRAME
i PASS•THRU WIHDOSY 1'•. G .
S SILL INSTALLATION
(DIRECTLYTOSUMITRATE) / �.<=�?^in.IrA.%�•:
SILL INFLANSTA.LAA TtOH,/E I S I,E J.ROS01M5H1 059871t ltLU n+s rMfNUM
r t�omaxwnMensarme�
+p Sp63-TS sm�,maa�oram�rt {
(D?R£CTLYTO SUBSTRATE) rn++o�'aoa'aeaaana•
FLANGE FRAME, 9�3 AL�nQifamal�gPlt I
una..ncurwr.so.nrn
INSTALLATION NOTES: 61LL INSTALATION Ia.oa�Aawan 1
(USING 11(BUC1tSTR1P) uewx •
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REOUNWENfS, falDTECtitpLOSYORNE
t 2}GLASS SHOWN AS EXAMPLE.MAYVARY BY SERIES ANDDESFGN PRESSURE REQUIREMENTS. }rOXMi•FL34M A' t
3)FOR SMOOTH SASH OPERAi10N,T14 ANCHOLB MUST BE FLATHEADS. FLCERT.oFAURI.:TD2ae SINGLE HUNG INST.,STD.MEETING RAIL
4)MAIL SHIM THICIGffSS TO BE I/{'.
5)FLANGE MAY BE REMOVED TO CREATE EOUALIEO PRAME•USE FLANGE FRAME INSTALLATION. A'E 'E' SL4S00 82170PT M8 2 W 3 I-111R K
t
INSTALLATION WITH FIN FRAME
Ij
1
EDGE
- DISTANCE EI17ERIOR
BRIM I
1
EDGE_j
DISTANCE
FJc7ERlOfi �
I
--I
FIN FRAME. J j
HEAD INSTALLATION
4
BHIM
FIN FRAME,
JAMS INSTALLATION
SUBSTRATE j
1 SHOA `I..\,Uet I
I � E%TERIOR
FIN FRAME.SILL INSTALLATION [RX 1,ROSOWKI oiOeE N11 r MINUM uer��uyR®Ia
6083-TB niol �a�o'io�w
eam®�o��Q1�a1m'me
•wrr�.era
INSTALLATION NOTES:
1)SEE SHEET I FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 11MITECHNGLOGY13WE _
R)GLASS SHOWN AS OMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NONOLOS,FL3tZT5
9)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FL CERT.OFAUTH:7BSBE SINGLE HUNG INST.,STD.MEETING RAIL
t)MAX.SHIM THICKNESS TO BE 1/4'. A.Lynn MNx,P.E d~"` °iti1
6)FIN MAY BE REMOVED TO CREATE EQUALLEG FRAME•USE FLANGE FRAME INSTALLATION. P.Epens SH•2006200PT MS 3013 1G31t11JR
GENERAL.NO7M,
(A) USE 2x_.BLOCKING AT HORIZONTAL JOINTS FOR WALLS> 8'
TALL '
(8)ALL LUMBER TO COMPLY W17H SECTION R317
(C) ALL LUMBER WITHIN 8'OF FINISHED GRADE MUST BE RT
(D) SECURE END WALL WR17CAL 70 HOST STRUCTURE AS
rEXk7LSE ROOF(7 rp)FOLLOWS• FOR WOOD, USE#10 &M.S O 24'O.G (2'M/N.� IMETER BEAM/UN7EZ
EMBED.) &FOR CONC, USE 1140 TAPCON O 24'D.C. (2 MIN.EMBED.)NOTE; IF ATTACHING TO C.M.U.1CONC. WALL THEN THE
END WALL VERTICAL MUST BE P.T. xP PLATE OR (1) 2x4 (IF CONT.)
(E) SECURE MULTIPLE STUDS TOGETHER W/ 12d O 6'O.C. W/1/41/ CONC, A.B. (2'MIN. EMBED.) O 24'
STAGGERED da (MAX.) IN70 PERIMETER BEAM/UNTEL (USE
LAG BOLTS IF ATTACHING INTO WOO)
(F) ALL RISK CA7FGORY IF WINDOWS SHALL BE DESIGNED FOR.
(WIND SPEW (VULT)) 2x4 WOOD STUDS
DF. 130 MPH 1140 MPH 1 150 MPH 160 MPH 170 MPH 2x4 P.T. BOTTOM PLATE W/114-0 CONC A.B.
+229 +2�7 +265 +2B2 +30 (2'MIN. EMBED) O 24' O.C. (MAX.) &2'AT
B 29. CORNERS & NON-CONT. BOTTOM PLATE
Z5s 2Xs 9 -3i.3 -359
TYR WINDOW/DOOR HEADER DETAI
SHALL BE UM17ED T0:
30'x63' WINDOW- 3'MAX. MD7H W/(2) 2x6/2 S.Y.P. HEADER NEW 24' (H) KNEF WALL PER DETAIL BELOW
NAILED W/12d O 8' O.C., W/(1) S7U0 & (1) JACK STUD ON EA.
S V& W/(4) 12d IN70 EA. END OF HEADERS
36'x63' WINDOW- 3'MAX. WIDTH W/(2) 2x6 /2 S.Y.P. HEADER :; ;; ,.,} •.
NAILED W/12d O 8 a a, WW/(1) S7UD do (1) JACK S7UD ON EA. • .`••' •.
SIDE; W/(4) 12d INTO EA. END OF HEADERS
EXISTING 4'2500
PSI CONC. SLAB
GLASS ROOM DETAIL
N.T.S.
WOOD STRUCTURE
8t0M DOOEL END WALL
INTO ETOST. 8'CM.U.
HOUSE W/ 12'-#.5 O w
24'Q C, VER77CAL W/6'
EMBED IN EPDXY GROUT.
(1)15 NOR. CONT. IN SOLID
POURED LINTEL BLOCK (24
/5 VERT. O 4'O.C: MAX. �--�
IN SOLID POURED CELL,
ON EA. SYDE OF OPENINGS ,�—
AND AT EA. CORNER?
8'C.M.U,
EXISTING 4'
CONC. SLAB
EPDXY-GROUT t
(3'MIN.. EMBED.)
STRUCTURAL DETAILS FOR 8" C, M,
SUPPDR T WALL FDR SCREEN ROW
NORRIS
GLASS RUDM, AND PDDL CAGE CULUMNS 1 2uCOLEMAN RD.GINEERING
W1N7ER HAVEN, FL 33880
(863) 299-1048 P.E. 32186 Pg. 2-A
C.A. 8283
SOLID C.M.U. NOTE}'
1) DOWEL END WALL INTO EXIST. 8" C.M.U. HOUSE W/ 12'-#5
®24' O.C. VEP77CAL W/6"EMBED. IN EPDXY GROUT.
2) SOLID POURED CELLS PER PLAN
(TYP.) EPDXY-GROUT TYP• (4) PLACES) 30"#5 OVERLAP REBAR
(3"MIN. EMBED.)
F
� LL w�y
U
O
I U
36 x63 36 x63 36 x63
ry WINDOW WINDOW WINDOW
CD
z c�
xo 1 it
w =
(TY P (2) PLACES
(TYP.) EPDXY-GROUT BLOCK WALL D ETA I L
(3"MIN. EMBED.) N.T S
DAWD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HAVEN, FL 33880
(863) 299-1048 P.E. 32186 Pg. 2-B
C.A. 8283