HomeMy WebLinkAbout20-22617 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22617
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22617 Address: 38816 SOUTH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MOORES FIRST ADDITION
Est. Value: Parcel Number: 14-26-21-0010-00300-0160
Improv. Cost: OWNER INFORMATION
Date Issued: 4/10/2020 Name: 38818 SOUTH AVE DUPLEX LLC
Total Fees: Address: 3752 COPELAND DR
Amount Paid: ZEPHYRHILLS, FL 33542-8405
Date Paid: Phone: 813-422-3933
Work Desc: REPLACE 2 DOORS S/S PART 2 OF 2 SEE BP#22616
CONTRACTORS APPLICATION FEES
SHERLOCK WINDOWS & DOORS BUILDING FEE 0.00
j�
Ins ections Required
FO TER 2ND ROUGH PLUMB MISC INSULATION EILIN
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
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS
5335-w 8TH STREET
(813)780-0020 22616
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22616 Address: 38818,SOUTH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MOORES FIRST ADDITION
Est. Value: Parcel Number: 14-26-21-0010-00300-0160
Improv. Cost: 3,130.00 OWNER INFORMATION=
Date Issued: 4/10/2020 Name: 38818 SOUTH AVE DUPLEX LLC
Total Fees: 90.00 Address: 3752 COPELAND DR
Amount Paid: 90.00 ZEPHYRHILLS, FL 33542-8405
Date Paid: 4/10/2020 Phone: 813-422-3933
Work Desc: REPLACE 2 DOORS S/S PART 1 OF 2
CONTRACTOR(S) APPLICATION FEES
SHERLOCK WINDOWS & DOORS BUILDING FEE 90.00.
'01-P
Ins pectio s Required
F TER 2ND ROUGH I'LUMB M16(; 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
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA SIGNATURE PERMIT OFF!V. 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 Fa"13-780-0021
Building Department
Date Received Phone Contact for Permitting ( ) —
[EEEEEEE yEEEE
Owners Name 38818 SOUTH AVE DUPLEX LLC owner Phone Number— 813-422-3933--_
Owners Address 1 3752 COPELAND DR,ZEPHYRHILLS,FL 33542
Owner Phone Number
Fee Simple Titleholder Name 38818 SOUTH AVE DUPLEX LLC Owner Phone Number
Fee Simple Titleholder Address 3752 COPELAND DR,ZEPHYRHILLS, FL 33542
38816 SOUTH AVENUE,ZEPHYRHILLS,FL 33542
JOB ADDRESS 38818 SOUTH AVENUE,ZEPHYRHILLS,FL 33542 LOT# 15,16
SUBDIVISION MOORES FIRST ADDITION PARCEL_ID# 14-26-21-0010-00300-0160
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM = OTHER m7ai-Famiy<5
TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Replace 4 exterior doors size for size. FI Approval#22513.6
BUILDING SIZE Sol FOOTAGE 1 O8O HEIGHT
=BUILDING $3,130 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE 0n,�/PaROO�GRESS ENERGY Q W.R.E.C.
=PLUMBING $ !/ V�N
jo
=MECHANICAL $ VALUATION OF MECHANICAL INS71rATION
P_n'
=GAS = ROOFING = SPECIALTY = OTHERFINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER r !q=ao COMPANY Sherlock Windows&Doors
SIGNATURE `f/J REGISTERED I Y/N I FEE CURREN I Y/N
Address 139009 CR 54 Zephyrhills, FL 33542 License# CBC1262651
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY 1.
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
E:[.[.[1 a[It Its 1 E,E,[[E NALK"[.[[.!.[111111,9[11,11![[,[E E.l,[:[.[..[.[,E.[[l.Y:[_[!.[.!E.i,[E 1.9 E1,[,[111's.9 E[:t
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 subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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 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$7500)
Agent(for the contractor)or Power of Attorney(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-Nat 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,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 property 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—Homeowners 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
taws 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 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.
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
FLORIDA JURAT(F.S.117.03)
r
OWNER OR AGENT CONTRACTORY er
Subscribed and swom to(or affirmed)before me this Su bed and om to(or a r )before me this
by C' by ,Grrf-yV C. INS
Who is/are personally known to me or has/have produced W o is/are.ppersonally known to me or has/have produced
as identification. aJcivur s 1;Uc as identification.
Notary Public Notary Public
Commission No. Commission No.
4o55rUM za,a
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
.�` S11AIN A#,0
:.MY Comm.Expires'
3 July 1 t 1,2021
No.GG 124786 l
f
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a
Plan Review
Windows & Doors
1) Need. manufacturing installation specifications.
2) Must meet sections R308 and.R612 of the 2017 F.B.C.
3) If:windows are to be installed inside the historical district,they 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,then additional information is required.
6:) All windows to wall connections.shall be left visible for:inspection.
7) All labeling acid stickers shall remain on windows until final.inspection.
8.) No work shall start without permit first:
NOTICE OF PRODUCT CERTIFICATION
�i�i}I Company: Masonite International Corporation Certification No.: NI013747-R1
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
- (w/Wood Frame unless noted)
° Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design 'Pest Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DW(i-MA-FL0211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf' Yes ATLNC 1001.01-1.31W-1857
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 5f 3.4.3 Anchor Details-DWC-MA-FL0211-17
XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psf Yes NCTL-210-2930-1
Double 4.5 psf 2 Maximum Panel Size:3'0"x 6'8"
7.50 psV Anchor Details-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDetails-DWG-MA-FL0211-17
OXO I/S Opaque Door 910"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-F1.0211-17
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 3.0 psf' Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDetails-DWG-;VIA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO O/S Opaque Door 12'4"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 sf' AnchorDetails-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-11i-Dam Outswing Threshold 4-Pro T4'1'hreshold 5-IIP Outswing Threshold
National Accreditation &Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
�_V
SCOPE OF WORD
S8J8 Si1jU!M�V''�l�tlF; I0fiVJ lUS;FG--33542 398I6 SOUT-H�AVENUL7;- 1' Y2ZMLS;�F�J!�42 ._ y
T BA 01 2
32"X 80" 32"X 80"
36"X 80" 36"X 80"
THIS PROJECT WILL CONFORM
SIIBRLOCK WINDOWS&DOORS
39009 CR 54 TO THE FLBUILDING CODE 6TH
ZEPHYRHILLS,FL 33542
LIO CECI26265I EDITION(2017)
TIIR FLORIDA APPROVAL NUMBER FOR ALL DOORS IS 22513.6
tURMAIN HYATT
�; ALL DOORS TO I3Fs REPLACED,SIZE FOR SIZE
p
BCIS Home I Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications Contact Us BCIS Site Map Links F Search
E`Uda
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22513-R2
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
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800) 663-3667
sschrelber@masonite.com
ALL WORK SHALL COMPLY WITH PREVAILING
Authorized Signature Steve SchreMDES FLORIDA BUILDING CODE,
sschreiber@ [MAnIELECTRIC CODE,
AND THE CITY OF ZEPHVRHILLS
Technical Representative ORDINANCES
Address/Phone/Email
Quality Assurance Representative
REVIEW®A BAR ' 2020
Address/Phone/Email CITY OF ZEPHYRH
PLAN! EXAMINER
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
Date Approved 04/24/2018
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.pdf
Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.0f
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513 R2 AE 514009.pdf
required. See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party:Yes
DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf
on opaque panels, but is required on glazed sidelites.See Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.pdf
See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
22513.E Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door --�
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-RI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL2.2513 R2 AE 514010.pdf
required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC 1\1I013747-111.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514008.pdf
on opaque panels, but is required on glazed sidelites.See Created by Independent Third Party: Yes
DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22513 R2 C CAC IVI013747.03-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2621
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.pdf
See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
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Ln
l M1ASONITE - 149'MAX.OVERALL FRAME WIDTH - � Q
DO
ffI .
21 MAX 36.375" MAX. -L Q
WOOD-EDGE STEEL DOOR UNIT D.L.O.- 37. WIDTH � it 5" MAX. a O
PANEL WIDTH-- FRAME _J
6--8A DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL cs
H U)C7
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING STO
S ® ® ® ® CL
THE FLORIDA BUILDING CODE AND WHERE PRESSURE � +
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, WU �C.7
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. h L3}
2. HURRICANE PROTECTIVE SYSTEMSHUTTJUsY ED SIDELITES.IS NOT REQUIRED ON l �
OPAQUE PANELS, BUT IS REQUIR D ON GLAZ
Li
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), O p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE z a 0 x
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED w io
ON 4. POLYURETHANE NON-IMPACT THANE CORE FLAMELS WITH SPREADINDEX OF 50 °
AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84.
5, PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP _I ASTM D1929 842 'F > 6500 :0,
RATE.OF BURNING. ASTM.D635 1.26 IN'MIN
SMOKE DENSITY., A5TM D2843' 70.2%
TENSIIE'STRENGTH• ASTM Dfi38 1.8% DIFF
+s
•COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 MLE DOOR UNIT_wlSwaLTES o
o
IL }
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® ® '® ® ® ® ® ® ® ®` ® ® ® ® E3 #
.0 lul
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SING DOOR_ ORUN DOUBLE DOOR UNIT, 31UQLE OD UNIT SINGLE DOOR UNIT SINGLE DOOR ONE W(SIDELITES DOUBLE DOOR UNIT WISID I ITES
WlItilQEtJIT WITH StDfttTE °r w
WHERE WATER INFILTRATION PERFO MANCE IS `r
DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWi G INSWING BUMPER S Z-SERIES 0 S HIGH DAM d S T4 0 S HP BUMP 0 S
X . . . + + 0.0 -50.0 +50. 50.037.5 +70.0 -70.0. +70. .0
¢N 20.0 0.0 - p.0 t50 A Z XX 74 + - D
OX or XO 751 +55.0 -55.0 +55.fl -55.0 N A +20 -20.0.7+3 .0 -30.0 ++5500.00 --5504.A0 NN A
OXO 112.5 t55.0 -55.0 +55 -55.0 -20.0 +30.0 -30.0
4 N - .0 '+30 3 .0 NA N A
°A 5 26 T 7OXd 1
scU.e N.T.S.
&7 Dm.er: SWS
TABLE OF CONTENTS
CHK.6Y:
SHEET # DESCRIPTION KURT BALTHAZOR °Rnnvnrt°No.: r
I TYPICAL ELEVATIOI4,S & GENERAL NOTES ( et. _ FLORIDA P.E. DWG-MA-Ft8217-t
2 ANCHORING LOCATIONS & DETAILS 0#055533
3 ANCHORING LpCAT10NS & DETAILS sH�t}°a "3,,
a 00
r� p
6' SEE DETAIL 3" 6" Q
I.- O
i .. .... 11. i I I I I I Ci
6"--1 —t'�6" 6"�— Ejl Q Q
3"_ T
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I
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Q as SEE DETAIL
SEE DETAIL w SEE DETAIL
"0" A B in
wtr
A :y B 9 H
G ui H in Sin xi
6" 3" in `m
6" 6"
1 11
-� "
u
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3 �
6" SE DETAIL 6 #8 x 2" N
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH w
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o f
STRUCTURE DEEP ENOUGH
in
#10 x 5/8" FOR A 1.375" THROW
#8 x 2" #10 x 1" DETAIL "E" ASTRAGAL. z
DETAIL "F" ASTRAGAL o
`. #10 x 2-1/2.". ATTACH ASTRAGAL RETAINER BOLT o
#10 x 1" STRIKE PLATE TO FRAME a
#10 x 5/8" AS SHOWN. a a
5
IL " " I
DETAIL."Q" AID S�
1 IIOT MELT
D ;
0.962"1 ELWOMYFt�+ f
1.375" L 1.437" JS X 1-tj2-PHS
T T cn T .. - V a
INSWING THRESHOLD, BUMPER O/S THRESHOLD, T4 OZS THR SHOLD H�raEeT J, yam •. � •6�TE AOdendunioNAAA
IMA=MER •^wi,., CeESfl (d}NO:.N
"5 26 17
ScuE N.T.S.
FXrERlQ
1.482" 1.75" t.047" 1.437" JHfE810B uxlz W. SWS
ff!�m �11 � Mr ��: TYPICAL GLAZING DETAIL
T T T NON JMPACT Glass CHIC.H�. ¢.
Z—,SERI ,S O/S TE}RESFiQLD F}IGH DAtv# O/S THRESHOLD HP 0/8 �QESHOLD, WC—M-F
oWc-tanI.oz11-r7
SHEEP OF .J
SEE DETAIL . 6' —6" cc Do
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"E" SHT. 2 3" 3" {. Q
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a SEE DETAIL ¢ Iw�. Lo U
JD" SHT. 2 — — � z �////���
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SEE DETAIL w a i
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A A 2 0
6.
to to 0
1 I I I 1 1 L 1
3" 3" 6" r 3"t
SEE DETAIL _3" 62
. �� —3e6"
"F" SHT. 2 6"
0
z
HARDWARE SLdED-UL-E a
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Nm
SERIES 950 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BII6GNMENT DETAIL AT 5-1/2" CENTERLINE. V)
iMItJ•" o•. R 2• 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, '-OM'er 1~x1 2" CORRUGATED10X2" W000 SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" ROM EACH END 6 FROM EACH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7` OC AND 12" OC o
FASTENER RATING FROM THE DIFFERENT FASTENERS DL—I �— I N w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND `' ACFgI THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS, A PHYSICAL TYPICAL MASONRY ALC rLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK cL r°w
LOCATION. TAPCON EDGE DISTANCE 'MIN 2-1/2". ' ,
WOOD SCREW EDGE DISTANCE MIN 3/4 COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"
•'" s. MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0•P5• IWoO 3) 10x2-1/2` ¢Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE s D SCREWS
MINIMUM EMBEDMENT OF 1-1/4". ` EACH END pddsld�mbNo
CL 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - '' ® Rauleired8y scuF: N.T.S. €
TRANSFER LOADS TO STRUCTURE. M.BY: Sws B
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHIC.BY.-
ANCHOR INSTALLATION �
TYPICAL WOOD BUCK DiL1WING NO.:
INTEGRAL WOOD owG-MA-FLO211-17
MULLION (CHS) a
seer 3 of 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas(a)lrlomaspe.Com
Test Report: N/A
Product. Single door 3'x 6'8"(Wood Frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
the product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/h Wout gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: Fg= 4,650 psi Main member dowel bearing strength: F,,,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I. Mode I, Mode II Mode III„ Mode III, Mode IV
qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Kp= 2.400 Kt,= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Z= 302 Ibs Z,= 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Kb= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCo): Z.= 175 Ibs/anchor
Solid members w/A w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (ND5 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in
Side member dowel bearing strength: Fes,= 4,650 psi Main member dowel bearing strength: F,,,= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I Mode I, Mode II Mode III Mode III, Mode IV
qm= 11752 Ibs/in qs= 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Kb= 2.400 Ko= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z„= 5582 Ibs Z,= 368 Ibs P= 2287 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Kt,= 2.400 P= 2126 Ibs P= 420 Ibs P= 392 Ibs
Min.Design value: Z= 163 Ibs Z= 953 Ibs Ko= 2.400 K,,= 2.400 Ko= 2.400
Duration Factor: Cp= 1.6 Z= 886 Ibs Z= 175 Ibs Z= 163 Ibs
Allowable Design Value(ZCo): Z'= 262 Ibs/anchor
Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 Ibs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 Ibs
Actual edge distance: 2.50 in Reduction factor: 0.85 1 �,4[1_j•`!!j.f�,f
Spacing: 4.00 in Tabulated shear design value: Z= 202 Ibs „
Spacing: 2.00 in Tabulated shear design value: Z= 164 Ibs Wit\ �.• a rt
Actual spacing: 3.00 in Reduction factor: 0.91 - s !V
Allowable Design Value(Zfw): 7' 155 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. ,IC t�
i TA 1T OF'
. 44.
Anchor calculations,minimum required anchors ✓ # •.
36.38 Design pressure: 85.0 psf fy1-t3Rt0
( j Max. Anchor
Area Load Ind. /
At Zone Z O.C. Cap. Load Result 7
Y 79.25 (ft) (Ibs) (in) (in) (Ibs) 4ty (Ibs) j1(t
A2 A, 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
Al AZ 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514
1 of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas(a)Irlomaspe.com
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
6.00
13.45
MAX.O.C.
79.25
6.00
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4.ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. \� 15.E 0 /
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. N7 �-.G �" .'�
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI `�� 1 S�►`';�
.052"THICK MINIMUM
6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE '0 51'
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
TAT 4 `<'r .
1OR10�:.'
70�VAt, �`�
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 5kr-lex it zo
S U
Date Received: 2--0
Site: 6 44 4te
'3681
Permit Type: /Ced 14 tnr-,s
Approved w/no comments:El Approved w/the below comments: Denied w/the below comments: F1
This comment sheet shall be kept with the permit and/or plans.
MAR
Kalvin Plans Examiner Date rontractor and6i'liorneowner
(Required when comments are present)