141 Country Club Cir - BR17-0029676 - ENCLOSE CARPORTV F
1, }
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 497
W
Documented Construction Value: $ 9 0 a0
Job Address: ("OuV7 -N. C 1tA I,, C) (7, Historic District: Yes No Dd-,
Parcel ID: t<nJ _ 3) ' 502)— 0-900 6 k 30 Residential 01' Commercial
Type of Work: New EAddition Alteration Repair Demo Change of Use Move
Description of Work: e 0 C.1 D S N t%+
Plan Review Contact Person: }?j rU G,_1 U 6-A Title: 0.611 _ty_G'_CA0 >--
Phone: `10_76c,g3 c] -7O , Fax: Email: C.CA&aA ccv ql'-yam=' Property
Owner Information Ctoi
Co.f" NameV"
Street:
19 . ` City,
State Zip: Z Phone:
Resident
of property? Contractor
Information Name ''
ja i gQ C_ r-1a 1 Phone: Street:
Z`vZM c lC l Ely Fax: City,
State Zip: zsd4 t-- F-7-L- , 3,?%?/ State License No.: C-Fc- 1,25 Architect/
Engineer Information Name:
Street:
City,
SI Bonding
Company: ST D_. 04 1/0f-1Jq Address:
Phone:
C)a-1 Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE '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 RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no workor installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
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 permits required from'other governmental entities such as water
management districts, state agencies, or federal agencies. ,
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance w'th all applicable laws regulating construction and zoning.
I Q 40-/ -7 6 Z_/
Signature of Owner/Agent bate Sig ture of Contractor/Agent Date
s
V7 Al
Pri t Owner/Agent's Name
Signature of Notary -State of Florida -
DEBBIE BLANTON
MYCOtd lilSS!OPt rr"178646
i EXPIRES: Febtuary 25, 2019
F or's fix' Bonded Thru Notary Public Unclenar,ers
w"L4 d.. g< 1'' G^
Prin Contract r/Agent's Name
7
Signature of „
DEBBIEBI-M.TT4
MY COMMIS510IV tl i i '78F4"u
EXPIRES: Febniar/ ?S, ;Z %19
F F ' Bonded Thru Notary Pubic Un;iani:i;eaJ
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID F
e " V/0
Permits Required
Construction Type:
Total Sq Ft of Bldg:
BELOW IS FOR OFFICE USE ONLY
Building M Electrical [A Mechanical Plumbing[] Gas[] Roof
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: Ib UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
ENGINEERING: . FIRE: BUILDING: . '5F
COMMENTS:
Ok to enclose existing carport as shown on plan. Meets area and dimension regulations for the
SR-1 zoning district and Schedule B permitted uses. Must maintain minimum of 2.0 parking
spaces per Schedule H.
Revised: June 30, 2015 Permit Application
Revision 0 1
Response to Comments-EY""'
Permit 4 Submittal Date
Project Address:
j — -As- C&tacit.
Ph: 9 0'7 —7 0 Fax:
Email: bu C ay) V C+16 a C,
City of Sanford
Bull g & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Trades encompassed in revision:
U/Building
Plumbing
Q'Electrical
El Mechanical
0—LifeSafety11
Waste Water General
description of revision: ROUTING
INFORMATION Department
Approvals 11
Utilities El
Waste Water El
Planning 11
Engineering El
Fire Prevention Building
45r it - -7 - (-7
i
1
Buckman Construction
407) 683.4706
Attention: Steve Fiore, Residential Plan Examiner
RE: Application Number: 17-2976
Address: 141 Country Club Cir. Sanford, FL
1. Two (2) copies of a Sanford Product Approval Specification Sheet are required to be submitted including the following products listed:
Exterior Door, Windows, Siding. FBC 107
Please see attached product approvals provided by the Contractor.
2. Two (2) copies ofFlorida Product Approval and corresponding installation instructions are required for the following products: Exterior Door,
Windows & Siding. FBC 107
Please see attached product approvals provided by the Contractor.
3. All framing details on the plans must indicate the required structural connectors for the load bearing studs (i.e. stud to bottom plate, stud to top
plate, top plate to existing roof trusses) in accordance with FBC 2304.9. FBC 107
Please refer to framing details and schedule Details 1 & 2 / Sheet A3.0 depicting structural connectors for wood frame walls
and connection to existing roof.
4. All exterior openings (windows/doors) must be provided with a detail indicating the required framing at each opening. Please provide a detail
for the exterior door framing section and a detail for the new door opening entering the house. FBC 107
Please refer to Detail 2 on Sheet A3.0 for framing details similar for both conditions; interior and exterior door.
5. In addition to comment #4, all exterior wall openings shall be provided with a header consisting of 2 pieces nominal 2-inch framing lumber set
on edge (not set on face as shown in the plan details) meeting the requirements of FBC 2308.9.5.1. FBC 107
Comment Noted. Please refer Sheet A2.0 and A3.0 for corrected header detail.
6. Please provide a header detail for exterior openings indicating the required header support (jack/king studs) and structural connectors in
accordance with FBC 2308.9.5.2 FBC 107
Please refer to Detail 2 Sheet A3.0 for correct header detail framing support.
7. The plans indicate to attach the exterior wall sheathing to the studs at 16" on center. In accordance with FBC 2304.6.1 exterior wall sheathing
is required to be attached 6 inches at the edges and 12 inches in the field. Please revise the plan details accordingly. FBC 107
Comment Noted. Please refer to Detail 3, Sheet A3.0 for corrected sheathing attachment.
8. A wall switched light is required in the storage area. The plans show a switch but not a light. Please revise accordingly. FBC 107, NEC
210.70(A)(3)
Comment Noted. Please refer to Detail 1, Sheet A2.0 for pendant light in the storage area.
9. A wall switched light is required outside the new exterior door. Please indicate compliance on the plans. FBC 107, NEC 210.70(A)(2)
Comment Noted. Please refer toDetall 1, Sheet A2.0 for wall switched light at exterior door.
Thank you.
Sincerely,
Gail Cleavenger, RA
407)496-0912 AR95195 m,
yED ARCS
i4ORD
TIRE DEPARTMENT ANBuilding & Fire Prevention Division
PLAN REVIEW COMMENTS
Application Number: 17-2976 Date: 10/19/2017
Project Description: Enclose Carport Contact Name: Bryan Buckman
Job Address: 141 Country Club Cir Contact Email: Buckmanconstruction(a)aol.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies. .
COMMENTS:
1. Two (2) copies of a Sanford Product Approval Specification Sheet are required to be submitted including the following products
listed: Exterior Door, Windows, Siding
FBC 107
2. Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the following products:
Exterior Door, Windows & Siding.
FBC 107
3. All framing details on the plans must indicate the required structural connectors for the load bearing studs (i.e. stud to bottom plate,
stud to top plate, top plate to existing roof trusses) in accordance with FBC 2304.9.
FBC 107
4. All exterior openings windows/doors must be provided with a detail indicating the required framing at each opening. Pleasepgqgpg•
provide a detail for the exterior door framing section and a detail for the new door opening entering the house.
FBC 107
5. In addition to comment 44, all exterior wall openings shall be provided with a header consisting of 2 pieces nominal 2-inch framing
lumber set on edge (not set on face as shown in the plan details) meeting the requirements of FBC 2308.9.5. L
FBC 107
6. Please provide a header detail for exterior openings indicating the required header support (jack/king studs) and structural
connectors in accordance with FBC 2308.9.5.2
FBC 107
7. The plans indicate to attach the exterior wall sheathing to the studs at 16" on center. In accordance with FBC 2304.6.1 exterior wall
sheathing is required to be attached 6 inches at the edges and 12 inches in the field. Please revise the plan details accordingly.
FBC 107
8. A wall switched light is required in the storage area. The plans show a switch but not a light. Please revise accordingly.
FBC 107, NEC 210.70(A)(3)
9. A wall switched light is required outside the new exterior door. Please indicate compliance on the plans.
FBC 107, NEC 210.70(A)(2)
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
SCPA Parcel View: 35-19-30-521-OB00-0230 Page 1 of 2
Awn,CFA
Property Record Card
Parcel: 35-19-30-521-01300-0230
Owner: YOTALLY AGAPE INC
Property Address: 141 COUNTRY CLUB CIR SANFORD, FL 32771
Parcel Information
Parcel 35-19-30 521 OB00-0230
Owner 1rTOTALLYINC
Property Address k 141 COUNTRY CLUB CIR SANFORD, FL 32771
MailingPPOB6X43 SANFORD, FL 32772SubdivisionNameYCLUBMANORUNIT2
Tax District S1-SANFORD
DOR Use Code
j.
01-SINGLE FAMILY__.__
Exemptions — -
Value Summary
2017 Working 2016 Certified
I Values ValuesWW
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value I $43,586 $35,495
Depreciated EXFT Value $200 $200
Land Value (Market) $12,500 $10 500
Land Value Ag
Just/Market Value'" $56,286 $46,195
Portability Adj
Save Our Homes Ad/ $0 $0
Amendment 1 Ad/ $0 ; $0
P&G Adj _ $0 $0
Assessed Value $56,286 $46,195
Tax Amount without SOH: $926.02
2016 Tax Bill Amount $926.02
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 23 BILK B
COUNTRY CLUB MANOR UNIT 2
PBIII PG100 Taxes
s
Taxing
Authority Assessment Value xempt Values Value County
General Fund $56,286 $0 l $56,286 Schools $
56,286 $0 $56,286 City
Sanford $56,286 $0 $56,286 SJWM(
Saint Johns Water Management) $56,286 $0 , $56,286 County
Bonds $56,286 _$ $56,286 Sales.
Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 9/1/2016 ; 08770 t 0155 $41,200 Yes Improved WARRANTY
DEED 11/1/2015 08593 0688 $58,000 Yes Improved WARRANTY
DEED 2/1/2012 07726 0292 $38,500 Yes Improved WARRANTY
DEED j 3/1I2011 07536 0155 4 $19 000 1 No 1 Improved WARRANTY
DEED 3/1/2011 1 07536 0157 $28 000 No Improved SPECIAL
WARRANTY DEED 2/1/2011 075331875 $12 800 No Improved SPECIAL
WARRANTY DEED 8/1/2010 107479 0154 $100 No Improved CERTIFICATE
OF TITLE 1 8/1/2010 07434 1 1855 $100 No I Improved QUIT
CLAIM DEED 12/1/2007 j 06892 1075 $100 No Improved L
RECORDS
12/1/2007 06893 1 1699 $100 1 No Improved 2 (
15 items) [1] 2 l
Fad Comparable Sales Land
http://
parceldetail.scpafl.org/PareelDetailInfo.aspx?PID=351930521 OB000230 10/10/2017
Detail by Entity Name Page 1 of 2
Florida Department of State
4
Department of State / Division of Corporations / Search Records / Detail By Document Number /
DIVISION OF CORPORATIONS
http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entit... 10/ 10/2017
Detail by Entity Name Page 2 of 2
125 IVYDALE MANOR DR
DELAND, FL 32724
Annual Reports
Report Year Filed Date
2015 04/28/2015
2016 04/28/2016
2017 04/20/2017
Document Images
04/20/2017 -- ANNUAL REPORT View image in PDF format
04/28/2016 -- ANNUAL REPORT View image in PDF format
04/28/2015 -- ANNUAL REPORT View image in PDF forma
03/17/2014 -- ANNUAL REPORT View image in PDF format
04/17/2013 -- ANNUAL REPORT View image in PDF format
02/07/2012 -- Domestic Profit I View image in PDE format
Florida Department of State, Division of Corporations
http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entit... 10/ 10/2017
REQUIRED INSPECTION SEQUENCE
lB]P#
BUILDING ]P]ERMIT
min Max- ., Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Z Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address:
ELF CTRICAL PERMIT
min Max Ins ection Dese!2 tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
r,.r . rw.rn:,»I+ry
Min
x:•. .r-
Max
ys l;tg,:a+ `F t(,j- f._.
r ra3a{:
tayiME
lus ection Descrn tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
I iANI ALJh-)k
illl FI\ _..._.IIllspi cI10111 D escIIpi IoII .._..... .. _. Mechanical
Rough Mechanical
Final i. •: {
t /, tr
1 3J,ri:CY T .uity1(Cl:£WCCf ti,Ty w34h j it`J(S,IjtYl L• .+. tyti 111
I \ Ims-pectionDeseription Clas
Underground REVISED:
June 2014
THIS INSTRUMENT REPARED BY: I II III Illll 1i11111011 illll IIIII llsl Ills
adeis:
F GRAN'r 11ALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT t, COMPTROLLER
BK 9003 P2 792 QPss)
524NOTICEOFCOMMENCEMENTREEORDED*1A/10/?11-1 11:41:40 All
State of Florida
RECORDING FEES $1Cl.00
RECORDED BY tsmith
County of Seminole
Permit Number: Parcel ID Number:
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and skeet add_ress if available)
AV
4GENERAL DESCRIPTION OF IMPROVEMENT:
rf- c S0 a` c R E- b a r--
OWNER I
Name:_
Address:
Fee Simple Title Holder (if other than owner)
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from 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 I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE 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 penalties of perjury, I ecla at 1 have read the foregoing and that the facts stated In it are true
to the best of knowledg nd b ef.
Z,(
Owners Sig v
Ovvners Printed Name
Florida Statute 713.13(1)(g): ' Wowner must sign the notice of commencement and no one also may be permitted to sign in his or her stead'
State o County of.~`
The foregoing Instrument was acknowledged before me this /D day of _ tt 0 7
by J /
j('(
1 1_ '4 — Who is personally known to me
Name of person making statement
OR who has produced identificaIdentification produced: rtr+•
DEBBIE BLANTON MY
COMMISSION t V F 178648 EXPIRES:
February 25, 2019 Bonded
Thru NotaryPublic Underwnle e Notary
Signature Book9003/
Page792 CFN#2017101524 Page 1 of 1
t RECORD COPY
fat city of Sanford
Building and Fire Prevention
Product Approval Specification Fora
1/— 2 7 7 6 ,QILD/N0
Permit # % GI . SANFORD
Project Location Address I y C'ov 4Yt-I
o
AA I4 c F
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildin.g.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging c, 06f' Sic,,,
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung 64 S Lvr, w G,v
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Sidingw-S
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Ranels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
Florida A Approval
HardiePlankO Lape
For use inside HVHZ:
o HardiePlank Lap Siding fastener types, fastening schedule; and installation
shall be in accordance with the Miami -Dade County Florida NOA 15-
0122.04. Consult the HardiePlank product installation instructions on the
follow pages for all other installation requirements.
For use outside of HVHZ,
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2553-15
or RIO-2557-15. Consult the HardiePlank product installation instructions
on the follow pages for all other installation requirements.
1
IP
HardiePlank- 10 Lap Siding a es ar fie
EFFECTIVE SEPTEMBER 2013 RW
INSTALLATION REOUIREMENTS - PRIMED & CQLORPLUS' PRODUCTS Visit .vvvwv, k5 nes ardie corn for the mostrecentversion.
SELECT CEDARMILL`• SMOOTH 4 CUSTOM COLONIAL*" SMOOTH • CUSTOMCOLONIAL" ROUGHSAWN CUSTOM
BEADED CEDARMILL® • CUSTOM BEADED SMOOTH a STRAIGHT -EDGE SHINGLE PLANK IMPORTANT:
FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCEWITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION
INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECTSYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,AND VOIDTHE PRODUCT
ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE` PRODUCT INSTRUCTIONS. INSTALLATION
OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONET'° APPLIES
TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-9442-7343 (866 9HARDIE) STORAGE &
HANDLING: L CUTTING INSTRUCTIONS Store
flat and keep dry and covered prior OUTDOORS INDOORS to
installation. Installing siding wet or 1. Position cutting station so thatwind will blow dust awdyfront user 1. Cut only using scoreand snap or shears (manual, electric or pneumatic). saturated
may result in shrin oge at butt and (Abets in working area, 2. Position cutting station in well ventilated area Dints.
Carry links on edge. Protect 1ry' P 9 2. Use one of the following methods: a
Best: i. Score and snap edgesandcornersfrombreakage. James iI Shears (manual, electric or pneumatic NEVER use a power saw indoors Hardie
is not responsible for damageIn. Better: L DuT reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the HardieSade saw blade trademark caused
by improper storage and handling HaidieBlade saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum of
the product a Good: I. Oust reducing circular saw with a HardleBlade saw blade only
use for loci to moderate cuffing) Important
Note For maximum protection i owest respirable dust production). James Hardie recommends always using"Best'-level cutting methods where feasible. t
NIOSH approved iespira.ors can be used in c njunction with above cutting practices to further reduce dust exposures. Additional extosnre information is available s -
f at www.jameshardie.co t tohelp you determine the most appropriate cutting method for yourjob requirements. It concernstill exists about exposurelevels or youdonotcomplywiththeabovepract'::ces, you should aiwdys consult a qualified indrrstnal hygienist or contactJames Hardie for further information. scoea?es GENERAL
REQUIREMENTS': Hard
ePlartr lap siding can be installed over bracetl,wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick'-OSB sheathing. See (
general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information
on installing James Hardie products over foam can be.located in Tech Bulletin 19 at www. jamehardie.com A
water resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately' installed with penetration
and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James
Hardie does manufacture HardleWrap"Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When
installing James Hardie products all clearance details in figs. 3-14 moist be followed.. Adjacent
finished grade must slope away from the building in accordance with local building codes - typically
a minimum of 6" in the first 10'. Figure 1 Double Wall Single Wall Do
not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do
not installJames Hardie products, such that they may remain in contact with standing water. water resistve bamer let -in bracing HardiePlank
lap siding may be installed on flat vertical wall applications only. plywood or a' o.c. max. For
larger projects, Including commercial and multi family projects, where the span of the osB Sheathing - wall
is significant in length, the designer and/or architect should take Into consideration the coefficient
of thermal expansion and moisture movement of the product in their design These
values can be found in the Technical Bulletin "Expansion Characteristics of James
Hardie" Siding Products" at www.JamesHardie.com. DO
NOT use stain, oil/alkyd base paint, or powder coating on James Hardiea' Products. INSTALLATION:
JOINTTREATMENT Figure 2 OneormoreofthefollowingjointtreatmentoptionsgNall line (If nail. mine
is not are "
required by code (as referenced 2009/RC stud present place R703.
3.2J 3 fastener between
3/4" A. Joint Flashing (James Hardie recommended) i _,.w—- ,. 1°from top waterB. Caulking' (Caulking is not recommended air shave Nail3/8' from or plank) amer
forColorPlusforaestheticreasonsastheedgeof plank Caulking and
ColorPlus will weather differently. For
the same reason, fla0lhi g do not
caulk nail heads on HardieZone" ColorIclus products.}
Lq(4 HardnPlank'siding C. "H"
jointer cover rr install
planks in moderate contactatbuttjointsInstall a
1 1/4" starter strip to ensurea
caisistent plank angle leave appropriate
gap between planks and trim, then caulk.— Note: Field
painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions. For additional
information on HardieWraoW' Weather Barrier, consult James Hardie at 1 866 4Hardie or www.hardiewrap.com WARNING: AVOID
BREATHING SILICA DUST James Hami0productscontainrespirablecrystallirnsilica, which -is known to the State of California to cause cancer and is considered by IARO and NIOSH to be a cause of cancer from some occupational sources. Breathingexcessiveamountsofrespirablesilicadustcanalsocauseadisablingandpotentiallyfatallungdiseasecalledsilicosis, and has been linked with other diseases Some Studies suggest smoking mayincreasetheserisks, Dunnginstallation orhandling: (1) work in outdoorareas with ample ventilation; (2) use fiber cement shears tor cutting or,where not feasible, useaHardieBlade,saw blade and dust -reducing circular sawattaGhedtoaHEPAvawrnir (3) warn others -iu the iririnediale area; (4) weal a pr'opedy-fitted, NIOSH approved dustmask orrespirator (e.g. N-95) iri accordance with appl'r;able government regulatiors andmanufacturer instructiontofurtherlimitrespirablesilicaexposuresDuringclean-up, use HEPA vacuums or wetcieanup methods riowr dry sweepFor further information, refer to our installation instructions andMaterialSafetyDataSheetavailableatwvnv.jamnhardie.com or by sailing 1 800-9HARDIE (1-800-942-7343). FAILURE TO ADHERETO OUR WARNINGS;MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO
SERIOUSPERSONAL INJURY OR DEATH. HS11119-P1/4 6/13
IAM10
CLEARANCE AND FLASHING REQUIREMENTS
Figure 3 Figure 4 Figure 5 Figure 6
Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding
Min. 1/4"
Do not c
Figure 7
Deck to Wall
in'gf
Figure 12
Drip Edge
Figure 9 Figure 10
Gutter to Siding Sheltered Areas
Figure 14
Valley/Shingle Extension
Figure 11
Mortar/Masonry
FASTENER REQUIREMENTS **
Blind Nailing is the preferred method of installation for HardiePlanlc lap siding products. Face nailing should only be used where required by code for high wind
areas and must not be used in conjunction with Blind nailing (Please see Jl i Tech bulletin 17 for exemption when doing a repair). Pin -backed corners may be
done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing.
BLIND NAILING
Nails - Wood Framing
Siding nail (0.09" shank x 0.221 " HD x 2" long)
11 ga. roofing nail (0.121" shank x 0.371 " HD x 1.25" long)
Screws- Steel Framing
Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must
penetrate 3 threads into metal framing.
Nails -Steel Framing
ET & F Panelfast` nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long)
Nails mist penetrate minimum 1/4" into metal framing.
OSB miin'imum7116"
11 ga, roofing nail (0.121" shank x 0.371" HD x 1.75".1ong)_
Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" Tong x 0.375" HD).
Stud - 24- D.C. max
t I
htlff
Nail. Line
i
lr Blind Nail
i
may.
Water Resistive
11/4"min. G4 Barrier Overlap
FACE
NAILING Nails -
Wood Framing 6d (
0.113" shank :x,0.267" HD x 2" long) Siding
nail (0.09" shank x 0.221 " HD x 2" long) Screws-
Steel Framing Ribbed
Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0323"
HD) Screws must penetrate 3 threads into metal framing. Nails -
Steel Framing ET &
F pin or equivalent (0.10" shank x0.25" HD x 1-1/2" long) Nails
must penetrate minimum 1/4" into metal framing. OSB
minimum 7/16" Siding
nail (0.09" shank x 0.221" HD x 1-112" long)* Figure
15 Figure 16 Minimum
overlap for
Both Face and
Blind Nailing min.
1 1/4 j ove'
iiap 1, t i
I 24.
E O.
C. max. 1- _
racenatl 1
1/4"min. overlap
water -
resistive ba
me r Laminate
sheet to be removed immediately after installation of each course for ColorPlus" products. When
face nailing to OSB, planks must be no greater than 9 1/4" wide and fasteners must be 12" o.c.. or less. AlsoseeGeneralFasteningRequirements; and when considering alternative fastening options refer to James Hardie'sTechnical Bulletin JSTB 17 - Fastening Tips for HardiePlane Lap Siding. HS11119-
P214 6113
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Electro-galvanized are acceptable but may exhibit premature corrosion.
James Hardie recommends the use of quality, hot -,dipped galvanized nails.
James Hardie is not responsible for the corrosion resistance of fasteners.
Stainless steel fasteners are recommended when installing James Hardie'`
products near the ocean, large bodies of water, or in very humid climates.
Manufacturers of ACO and CA preservative -treated wood recommend spacer
materialsorother physical barriers to prevent direct contact of ACO or CA preservative -
treated wood and aluminum products. Fasteners used to attach HardieTrim
Tabs to preservative -treated wood shall be of not dipped zinc -
coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.
3 or 2009 IBC 2304.9.5, Consult
applicable product evaluation or listing for correct fasteners Type and
placement to achieve specified design wind loads. NOTE:
Published wind loads may not be applicable to all areas where Local Building
Codes have specific jurisdiction Consult James Hardie Technical Services
if you are unsure of applicable compliance documentation. Drive
fasteners perpendicular to siding and framing, Fastener
heads should fit snug against siding (no airspace). (fig. A ) Do
not over -drive nail heads or drive nails at an angle-. If
nail is countersunk, fill nail hole and add a nail. (fig. B) For
wood framing, under driven nails should be hit flush to the plank with a hammer (
For steel framing, remove and replace nail). NOTE'
Whenever a structural member is present„ HardiePlank should be fastenedwith
even spacing to the structural member. The tables allowing direct to
OSB or plywood should only be used when traditional framing is not available.
Do not
use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING
James I
lardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening
is highly recommended. Set air pressure so that the fastener is
driven snug with the surface of the siding. A flush mountattachment on
the pneumatic tool is recommended. This will help control the depth the
nail is driven. if setting the nail depth proves difficult, choose a setting that
under drives the nail. (Drive under driven nails snug with a smooth faced
hammer - Does not apply for installation to steel framing). Q7 countersunk,
Q 0 fill &addnailsnugflush
DO NOT DO NOT Figure A
Figure B under drive nails staple PAINTING DO
NOT
use stain, oil/alkyd base paint, or powder coating on Jaynes Hardieo Products, James
Hardie products must be painted within 180 days for primed product and
90 days for unprimed. 100% acrylic topcoats are recommended. Do not
paint when wet. For application rates refer to paint manufacturers specifications. Back -
rolling is recommended if the siding is sprayed. CUT EDGE
TREATMENT Caulk, paint
or prime all field cut edges. James Hardie touch-up kits are required to
touch-up ColorPlus products. CAULKING For
best
results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,
Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/
Sealant must be applied in accordance with the caulking/sealant
manufacturer's written instructions. Note:OSI Quad as well as some
other caulking manufacturers do not allow tooling. Care should
be taken when handling and cutting James Hardie®. ColorPlusG products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or
construction dust left on the product, then rinse with a garden hose. Touch up
nicks, scrapes and nail heads using the ColorPlus,! Technology touch-up applicator. Touch-up should be used sparingly: If large
areas require touch-up, replace the damaged area with new HardiePlank, lap siding with ColorPlus Technology. Laminate sheet
must be removed immediately after installation of each course. Terminate non -
factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPluss product dealer. Treat all
other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer, Note: James
Hardie does not warrant the usage of third party touch-up or paints used .as ouch -up on James Hardie ColorPlus products. Problems with
appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under
the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES
HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS`6 TECHNOLOGYWhen repainting
ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the
surface is clean, dry, and free of any dust, dirt, or mildew Repriming is
normally not necessary 100% acrylic
topcoats are recommended DO NOT
use stain, oil/alkyd base paint, or powder coating on James Hardie6 Products. Apply finish
coat in accordance with paint manufacturers written,instructions regarding coverage, application methods, and application temperature DO NOT
caulk nail heads when using ColorPlus products, refer to the ColorPlos touch-up section HS11119-P314
6/13
COVERAGE CHARTIESTIMATING GUIDE
Number of 12' planks, does not include waste
COVERAGE AREA LESS OPENINGS HARDIEPLANIO LAP SIDING WIDTH
SQ 51A 6114 71/4 71/2 8 8114 91/4 91/2 12
1So= 100 sq.ft.) exposure) 4 5 6 61/4 6 3/4 7 8 8114 10 314
1 25 20 17 16 15 14 13 13 9
2 50 40 33 32 30 29 25 25 19
3 75 60 50 48 44 43 38 38 28
4 100 80 67 64 59 57 50 50 37
5 125 100 83 80 74 71 63 63 47
6 150 120 100 96 89 86 75 75 56
7 175 140 117 112 104 100 88 88 65
8 200 160 133 128 119 114 100 100 74
9 225 180 150 144 133 129 113 113 84
10 250 200 167 160 148 143 125 125 93
11 275 220 183 176 163 157 138 138 102
12 300 240 200 192 178 171 150 150 112
13 325 260 217 208 193 186 163 163 121
14 350 280 233 224 207 200 175 175 130
15 375 300 250 240 222 214 188 188 140
16 400 320 267 256 237 229 200 200 149
17 425 340 283 272 252 243 213 213 158
18 450 360 300 288 267 257 225 225 167
19 475 380 317 304 281 271 238 238 177
20 500 400 333 320 296 286 250 250 186
This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility
for over or under ordering of product.
RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290,.HardieP6nk@ lap siding is recognized as asuitatde alternate to thatspecified in: the 20062009,&2012International Residential Code for One -
and Two- Family Dwellings; and the 2006 2009, & 2012 International Building Code,. HardiePlank lapsiding is also recognized for application in the following: City of LosAngeles Research Report No. 24862, State ofFloridalistingFL4889, Dade County Florida NOANo. 02-0729 02 U.S, Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City ofNew York MEA223-93-M, and California
DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications.
2013James Hardie Building Products. All hghlsreserved. Additional Installation Information,
TM, SM, and @ denote trademarks or registered trademarks of
James Hardie Technology Limited 1 is a registered trademark Warranties, and Warnings are available at
ofJames Hardie Technology Limited. www.jameshardie.com r(.] a es arle Panelfast
is a registered trademark of ET&F fasteningSystems, Inc HS11119-
P4/4 6/13
004
1111 MASONITC.
WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP 1ASTM D1929 642 'F > 550 'F
RATE OF BURNING ASTM D635 1.28 IN MIN
SMOKE DENSITY ASTM 1)5Z 70.2%
TENSILE STRENGTH- I ASTM D638 1.8% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
I
TABLE OF CONTENTS
SHEET DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 AtLOCATIONS & DETAILS
749' MAX. OVERALL FRAME WIDTH
21" MAX 36.375" MAX.
EL WIDTH 37.5" MAX. r D.L.O. --{ W/ASTRAGAL FRAME WIDTH
m
J
O z
a
Addendum to NW
CedifmalimNa.: O/3 4 _
RevielvedBy.
Date
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S
X 37.5 70.0 -70.0 70.0 -70.0 N A 20 300 550.0 74
55.0 -55.0 55.0 -55.0 N A 20.0-
0 30.
0-
3
0.XX0 -50.0 OX
or XO 75 55.0 -55.0 55.0 -55.0 N A 20.0 -20.0 1 +30.0 -30.0 50.0 -50.0 OXO
112.5 55.0 -55.0 55.0 -55.0 N A 20.0 -20.0 30.0 -30.0 50.0 -50.0 OXXO
149 55.0 -55.0 55.0 -55.0 N A 20.0 -20.0 30.0 -30.D 50.0 -50.0 c
00 O
OOQoOO
cj J O
ZCLU
ZLI)
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Wr
FW4/ N.T.S. DWG.
owc. BY: SWS CHK.
BY: KURT
BALTHAZOR DRAWING No.: FLORIDA
P.E. DWG-MA-FLO211- 56533sHELr
1 of 3
3"
SEE DETAI'
c.
3"
8x2"
8x2"
0
6"
3
SEE DETAIL 3. 6"
E"
F"
10 x 5/8"
10 x 5/8"
10 x 2-1/2" #
10 x 1"
10 x 1"
10 x 5/8"
DETAIL "C"
DETAIL "D"
l D.s62-+
1.375"
T T
INSWING THRESHOLD BUMPER O/S THRESHOLD
1.482"fT n 1.75' =1.047"
T T
Z-SERIES-SERIES O/S THRESHOLDTHRESHOLD HIGH DAMDAM O/S THRESHOLD THRESHOLD
a SEE DETAIL
v "D"
J
Q 0
0
w0 no
u 2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
6"
EE DETAIL
C'
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
HOT MELT
EIASTOMER'-.,
6 X 1-1/2- PHS
HOT MELT ^ •
y fi/2" BITE
EL STOMER '•., •"
EXTEBIQS 1CIIEBI0S
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
AddeMun 10 VM
EEDO
co
oo
J Q
O c.r J
Z 0
C
0
cc
Z _
Lu
Lf)U
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y cn
5126117
N.T.S.
Bf: SWS
BY:
NG NO.:
MA—FLO211-17
2 of 3
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS. PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE -PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
3" I I
6+
c I I 31
0
N
a
U
aLo SEE DETAILD" SHT. 2
JJ 0
DC7w ( l V_'
I I I I I
s" s'
i t I
w
a
J
Q
Q
w B
II II II it
o:
a
3" f
ti
6" _ "
t '1I I 3.1
6" 6"
I
1.2 " MINo '. f. -
r M25"
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
HARDWARE SCHFnIII F
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1.50MINN
pMAXSHIM
I-
r
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1-Xi/2" CORRUGATED $1OX2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7' OC AND 12' OC
ACRYLICLATEXCAULK
ACRYLIC { LATEX — CAULK CL
I
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
W09D SCRIEWS"
EACH END AddeldurnloNAMI
Celli ionNo.: 13
Re vedBy:
D
INTEGRAL WOOD
MULLION (CHS)
N. T.S.
By.. SINS
1n:
NG NO.:
MA-FL0211-
3 OF 3
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 11/2" into
the wood framing. For 2X wood frame; substrate (min. S.G. = 0,42). 3.
Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to
the structure. The host structure is the responsibility of the architect or engineer of record for the project
of installation. Digitally signed by Hermes F. Norero, P.E. Reason:
I am approving this document Date:
2013.07.19 12:43:13-04'00' This
schedule addresses only the fasteners required to anchor the window
to achieve the rated design pressure up to the size limitations noted:
It is not intended as guide to the installation process and does not
address he sealing consideration that mayarise in different wall conditions.
For the complete installation procedure; see the instructions packaged
with the window or go to www.
jeld-wen.com/resources/installation. DISCLAIMER:
This
drawing and its contents are confidential and are not to be reproduced
or copied in whole or in part or used or disclosed to others except
as authorized by JELD-WEN Inc. rc
tFt to/// `` T -
ZZ
C
CIA
e da398
Kawllil 338 t
1/2" MIN. EMBEDMENT z
2X WOOD FRAME MIN.
DISTANCE FOR
EDGE' 3/4" 1/
4"MAX 3 SHIM
SPACE FRAME
SECTION (TYP) VERTICAL
SECTION NOiF:—
Mr--iy Flory. 1—Ooe 1/
4" MAX SHIM
SPACE 3 MIN,
DISTANCE FOR
EDGE: 3/4" 2
2X WOOD FRAME 1
1/2" MIN. EMBEDMENT NAIL
FIN INSTALLATION MIN.
DISTANCE FOR
EDGE: 3/4" 2X
WOOD FRAME
1
112" MIN. EMBEDMENT
1/
4" MAX SHIM
SPACE JAMB
SECTION (TYP) HORIZONTAL
5ECTION NOTE:
Cuulk b-..".Nadir Fl. yc & W.W OT—ir , BUILDERS
VINYL SINGLE HUNG Max
Frame I DP RATINGI IMPACT 52
1/8 x 75 1 +/-50 1NO General
Notes: 1.
The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building
Code(FBC) and the industry requirement for the stated conditions. 2.
All glazing shall conform to ASTM E1300. 3.
At minimum, glazing shall be single strength annealed insulating glass. 4.
Use structural or composite shims where required. 5.
Installation methods can be interchanged within the same opening. 6.
An impact protective system is required where wind bourne debris protection is mandated by local building
code. 7.
Maximum sizes are buck sizes and do not include fin or flange. PROJECT
ENGINEER: DATE: 3250 Lakeport Blvd 07/15/2013 DRAWN
BY: SCALE: I
JELD-WENKlamath Falls, 011" 97601 D.
Vezo NTS I Phone: (541) 882-3451 CHECKED
BY: J.
Kantola APPROVED
BY: --I Builders Vinyl Tilt Single Hung Nail
Fin Installation (52 1/8" x 75") No.
I PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 13-
049-F C BldrsVinvlTSH 1 0,011 OF 4
SF 4* MAY - FROMCORKERS
MI WAN
1s• o.o.
MM.. THRJAMBJAMIMvuB
3" o a
MM. m.wU4Aaue
MUSMM
WWDOM WI M (52 1/r MAK)
TYPICAL ELEVATION WITH FASTENER SPACING
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #8 PH or greaterfastener though the frame with sufficient length to penetrate a minimum of 1 1/2"
into the wood framing. For 2X wood frame substrate (min. S.G;.= 0.42).
3. Host structure (wood buck, masonry; steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility ofthe architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended asa guide to the installation process and does not
address he sealing consideration that may arise in different wall conditions.
For the complete installation procedure; see the instructions packaged
with the window or go to www,.
jeld-wen.com/resources/installafion. DISCLAIMER:
This
drawing and its contents are confidential and are not to be reproduced
or copied in whole or in part or used or disclosed to others except
as authorized by JELD-WEN Inc. T -
9
ele
da 398K4R338 MIN.
DISTANCE FOR
EDGE:.3/4" 1112"
MIN. EMBEDMENT
J'-
1/4' MAX SHIM
SPACE FRAME
SECTION (TYP) VERTICAL
SECTION 1/
4" MAX SHIM
SPACE 1112`
MIN. EMBEDMENT
MIN .
DI5TANCE FOP
EDGE: 3/4" THROUGH
FRAME INSTALLATION
1
1/2" MIN. EMBEDMENT
1/
4" MAX 3
SHIM SPACE Vo `1
2
MIN. DISTANCE FOR
EDGE: 3/4" JAMB
SECTION (TYP) HORIZONTAL
SECTION BUILDERS
VINYL SINGLE HUNG Max
Frame DP RATING IMPACT 52
1/8 x 75 +/-50 1 NO General
Notes: 1.
The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted International Building Code(IBC), the International Residential. Code(IRC), the Florida Building
Code(FBC) and the industry requirement for the stated conditions. 2.
All glazing shall conform to ASTM E1300. 3.
At minimum; glazing shall be single strength annealed insulating glass. 4.
Use structural or composite shims where required. 5.
Installation methods can be interchanged within the same opening. 6.
An impact protective system'is required where wind bourne debris protection is mandated by local building
code. 7.
Maximum sizes are buck sizes and do not include fin or flange. ENGINEER:
DRAWN
BY: D.
Vezo CHECKED
BY: 1.
Kantola APPROVED:
BY: PARWIR
499 15/
2013 3250 Lakeport Blvd gg
Klamath Falls, OR. 97601 NTS
I Phone: (541) 882-3451 Builders
Vinyl Tilt Single Hung Through
Frame Installation (52 1/8" x 75") AD
DWG..No.: REV: SHEET BldrsVinyITSH
001 2 OF 4
4• MAILFROM
MIDSPAN
D.C.
AILlux THRUANIITHRM
O.C.
MAIL THRU
THIM JAMBIrs
MIDSPAN
WINDOW WIDTH (SI N/e MAX)
TYPICAL ELEVATION WITH FASTENER SPACING
Installation Notes:
1. Seal flange/frame to substrate.
2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum
of 1 1/4" into concrete or masonry at each location with a21/2" min from edge distance.. For concrete
min. = 3000psi) or masonry (CMU shall conform to ASTM C90).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
projectof installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure; see the instructions
packaged with the window or go to
www.jeld-wen.com/resources/installation.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
tit 111111.,///
MASONRY INSTALLATION
1 1/4• MIN.
EMBEDMENT
Q3 1/4° MAX
MIN. DISTANCE V SHIM SPACE
FOP EDGE: 2 1/2' 9 2 0
V J.
o v
MASONRYBLOCK t
JAMB SECTION (TYP)
HORIZONTAL 5ECTION
BUILDERS VINYL SINGLE HUNG
Max Frame DP RATING IMPACT
52 1/8 x 75 50 1 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
Building Code(FBC) and the industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be single strength annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is required where wind bourne debris protection is mandated by local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
PROJECT ENGINEER:
O DRAWN. BY:
D. Vezo
j
7 CHECKED BY:
J. Kantola
o T T cr
O
APPROVED BY:
A
i Dr _
Qx ``
998 ••
do No. 7 `
938
PART PRO. ECT No
D60 499
IDENTIFIER No.
SJW2013-049-
TITLE:
Klama3Z50 Lakeport Blvd1/2013
w -.v th Falls; OR. 97601
NTS Phone: (541) 882-3451
Builders Vinyl Tilt Single Hung
Masonry Installation (52 1/8" x 75")
e MA)L
f--jCORNERSFROM
WDSPAN
I O.O.
MAX. THRU
nWu JAMB
r O.C.
WX THRU
THRU JA4AMBMB
S
YCSPAM
WWWW WICTH (52 t/r WX)
TYPICAL ELEVATION WITH FASTENERSPACING
Installation Notes:
1. Seal flange/frame to substrate.
2 For anchoring into metal framing,. use #8 TEK Self Tapping screws with sufficient length to achieve a
minimum embedment ofthree threads past the frame thickness. Locate anchors as shown in
elevations and installation details: Steel substrate min: 18ga., fy =33 ksi;
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project ofinstallation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeld-wen.com/resources/installation:
DISCLAIMER:
This drawing and Its contents are confdential and are notto be
reproduced or copied in whole or inpart or used or disclosed to others
except as authorized by JELD-WEN Inc.
MIN. DISTANCE
FOR EDGE: 112"
Min. embedment
II
fthme:thread:
n past frame
J -18 gauge_m. steel Stud
1/4" MAX
SHIM SPACE
FRAME SECTION (TYP)
VERTICAL SECTION
1/4" MAX
SHIM SPACE
YB gauge minSteelStud
Mm, embedment
If three threads
P.tfmme
STEEL INSTALLATION
18 gauge min
Steel Stud
1/4 MAX
MIN. DISTANCE 3 SHIM SPACE
FOR EDGE: 112"
f
o
t
Min. embedment
of three threads 2'
past frame
JAMB SECTION (TYP)
HORIZONTAL SECTION
BUILDERS VINYL SINGLE HUNG
Max Frame I OP RATING IMPACT
52 1/8 x 75 +/-50 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
Building Code(FBC) and the industry requirement for the stated conditions:
2. All glazing shall conform to ASTM E1300.
3. At minimum; glazing shall be single strength annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is required where wind bourne debris protection is mandated by local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
i
PROJECT ENGINEER: DATE:
07/15/201Q •,•• `
DRAWN BY:
D. Vezo
SCALE:.
NTS0i
7 CHECKED BY:
J. Kantola
TITLE:
T T tr = APPROVED. BY:
Ix 4u
084909, j da No.
998 IDENTIFIER No. PLANT NAME AND IZen338SJW2013-049-F C
3250 Lakeport Blvd
JELRWENKlamath Falls, OR. 97601
Phone: (541) 882-3451
Builders Vinyl Tilt Single Hung
Steel Installation (52 1/8" x 75.")
6 Ina00I 74OF 4
Revision
Response to Comments
Permit # 107-9q
City of Sanford
B'ulding & Fire Prevention Division
DEC 10 2017 P, : 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date
Project Address: Gb 2r. C f
Contact: Sr V-)
Ph: y Q 7- 1? 3 2- 2 2 _ ilkgnuFax:
Lj
Email: r, r
ltl`
Trades encompassed in revision:
E seBuilding
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building