HomeMy WebLinkAbout302 Borada Rd; 17-2240; REPLACE WINDOWSCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I ? - 22WI?
Documented -Construction value: $ 5,441 .53
Job Address- 302 Borada Road Sanford, FL 32773 Historic District: VesE]NoE]
Parcel 11): 10-20-30-503-0100-0350
Residential no CommercialEl ype
of Work: Now 11 Addition 0 Alteration 0 Repair Demo El Change of lise n Move F] Description,
of Work: REMOVE AND REPLACE SIZE FOR SIZE WINDOWS Plan
Review Contact Person: I
Fax: _ ,
It -liT-CbK40\1. C01 Imai, PropertyOwner
Information Name BRIEN
WILSON Street: 302
BORADA ROAD City, State
Zip: SANFORD, FL 32773 Name Phone:
407-
921-7121 Resident of
property') - YES Contractor Information
LOWE'SHOME
CENTERS, LLC Street. PO
BOX 781993 City,, State,.
Zip. ORLANDO, FL 3287$ Name: N/
A Street: NIA
City, St,
Zip- N/A Bonding Companey:
N/A Address: N/
A Phone: 407-
393-9161 Fax: State
License
N CGC1508417 Architect/Engineer
Information Phone: N/
A Fax: N/
A F-mail-
N/A Mortgage Lender:
N/A Address: N/
A WARNING TO
OWNER: YOUR FAILURFTO RECORD A NOTICE OF COMMENCEMENT' ;MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMNIENCENIENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITFBEFORE.TIVE FIRST' INSPECTION: IF YOU INTEND TO OBTAIN FINANCING, CONSMWITHYOURLENDERORANATTORNEYBFCOMMENCEMENT. FORE
RECORDING YOUR NOTICE OF Application is
hereby madelto obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all wort: will be perfbrmd to meet standards of all laws re8m)-ati no construction in thisjurisdiction. 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) Florioa.Building Code RevtscdJune30-201-;.
flcrmt :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 with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
vrc-x,1
Print Owner/Aeent's Name
Signature of Notary -State of Florida 16ate
Y°mac CHARLES KNECHT
MY COMMISSION # FF907583
0''IEXPIRES: August 06, 2019 OF
F' Owner/
Agent Is Personally Known to Me or Produced
ID jN Type of ID FL Dc Lf re
ontractor/Agent Date QC)"
J)" -'ro ip c CAPA(10 Print
Cogtractor/Agerif's Narne 7 -
2I-N-1 of
Florida Date Personally
Known to Me or Type
of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures of
Heads Fire Alarm Permit: Yes No UTILITIES:
WASTE WATER: FIRE:
BUILDING: SF T ZS• '7 Revised:
June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
1R1P# %-1- Ll-.40
BuILIDING ]PERMIT
Man 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
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
000 Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: 3oZ
IELECTRICA:L :P.ERM:IT
Min I Maxi I Insvection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
es„
ak'.;.r rzt{.#,'wCCr. Y.. _ •v.\ ^.:wT.h.. s 'p3Vw,.J.Lv;a'%.
Min Max Ins ection Descry tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL RERMIT
Min Maxi Inspection Descri tion
Mechanical Rough
Mechanical Final
Min I Max
Gas Unde
Gas Roug
Gas Final
REVISEID: June 2014
43Wa mm AnM-c*CW1,u N,r.,awo:-oast
ti
CONTRACT# 0064666
FLORIDA SE RVICESS "SbLUTIONS INSTALLED SALES CONTRACT
TAUT)N3RtzEO R%PnE$CNTjAriVE
t Ir 7 i4'. 1 f
naxisER.
tJ
STORE ko. atREET ADDRESS
G J 3 J ` G f `d:'m1ci G P iC
CrrY STATE YIP-
lE7.EVNWttfi
DATE. .. LJWEscoWPACTOR LICENSE NUMBER
r IsrwhEn _
i
STREET ADDRESS
ClrrYA.. - STATEZIP . TELEPHONE
iC-- —
Ila t s,
e l rx,V.Wrov.a cis WSTAU
A7WN STREET A{ DRES .) l:hTm STATE ZIP 4S4
0.
I.JC, r:R:'YdO,. tltl:' -.fit!'-!1''c...-.Y' i i..rP I V NOTICE
TO
CUSTOMER- PRICE CALCULATIONS: In order to property perfohn the in Ration of certain Goods, the Contrad Price may include more Goods than
actually will be installed based on the. measured square footage of the Project Area. As a result, the parties agree that the limp -sum Price staked in
this Contract Is, calculated upon both the value of astimated Gends required to fuifrlt the Coniract (including waste), which may exceed the actual square footage
of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill tme Contrail (including waste). By s
rfir g this'Contrad below, CuSterner acknowledges receipt of this notice and agrees and. understands that the Price includes these casts which may not be
refunded once the installation Services are performed. NOTICE TO
CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Rarovate
Right By signing this Conhact, Customer acknowledaoa having received'
a copy of this pamphlet before well began informing Customer Contract Total of the
potentlai risk of the lead hazard exposure from iaiiovaton activity to be applicable taxes included performed In:
Customer's dwauing gntL TE• rotted
wood Is discovamd. during Installation add nai r barges will pply. will be given a quota. an a change:order most be
completed and signed by the customer for.any.additlonai charges. ,e -Customer must Initial. Arty worts
or motaatnot specified is not 'in eluded in. mis contrum 7tn eha or addNbns w ill be - an additional charr for the mauwtai and tabor. NOTICE TO OWNER:. —
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713 001.713.37 FLORIDA STATUTES), THOSE WHO
WORK ON YOUR PROPERTY PROVIDE AND OR MATERIALS SERVICESANDARE NbT PAID IN FULL HAVE A
RIGHT TO,, ENFORCE THEIR CLAIM FOR PAYMENT AGAINSTYOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR
CONTRACTOR ,OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATER#
AL .SUPPLIERS' THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVENIFYOUHAVEALWOk& PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY
ALSO HAVE ALIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD
AGAINST YOUR WILL TO PAY FOR LABOR:MATERIALS, OR'OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR
MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT
BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR]S REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN
FROM ANY PERSON OR ZOMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER" FLORIDXS.CONSTRUCTION LIEN LAWNS
COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY, PHOTO RELEASE: Customer grants
to Lowe's and Lowe's employes and indopendent contractors the right to take photographs of the Premises where Installation Services will be
performed and at work performed at the Premises related to this Contract, and irrevocably grants to Lowe's aid right, title and interest in and to
the ptwtogmphs for use in at markets and media; worldwide, in peipetulty. Customer autho ues Lorre'a to copyrigtTt, use and publish the photographs in ardor edOQronicaty,
and agrees that Lowe's may use such photographs for any lawful purpose ImJ 'dm ,yui rxtt limited to, markob xf; advertising, publicity, itustration, training
and Web content, By initialing iurre, Customer agrees to the foregoing. Customer to initial to the lefij. work is to u
rnasjptmaiite availability of Contractor and/or any spec ro , r cy made Good(s) which is anticipated to be fill In date]. Estkmmatod
coral®lion data 1$ ,/ 1 ) in a- [fl11 date].. Said@Snrnatedsubstantial completion
date is not of tam essence..A statement of any eon tngancws the! would nmatenoily p}ange<said estimated substantial completion data is as
folbws. S t applicable. insert a
statement of such contingencies). This "Contract provides that
all claims by Custonter or Lowe's will boposoWed by BINDING ARBITRATION. Custorer and Lowe's GIVE UP THE RFGHT TO GO TO COURT
to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights. Will be determined by a NEUTRAL
ARBITRATOR and NOT a judge or jury. Lowe's and Customer are, entitled to a FAIR HEARING. But the arbitration procedures are: SIMPLER AND
MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY
umrtED'RElrllEWf BY A COURT. FOR MORE DETAILS::Review the section tWed,ARBITRATION AGREEMENT, WAVVER OF JURY TRIAL AND WAVER OF
CLASS ACTION ADJUDICATION found In the Terms and Condiflons of this Contract OO:NOT SIGN THIS
CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES OF THIS CONTRACT.
BY StONING`OF-LOW, YOU AREACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE
TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT
AT THE TOME OF SIGNATURE. WITNESS OUR HAND(S)
AND SEALS) BELOW THIS mti. DAY OF a Lowe's Home.Ceriters,
LLC a. 1 Owner ' Lowe's Autmoriz
tNe" "" "`"
Co-owner or Maness Custorrw acknowledges receipt of
a taro copy of this contract which was eempiately filled In prior to Customer's execution hereof. You, the buyer, ou cancel this transectlwm at
any time prior to middight of the third business day attar the date of this transaction. Ses the attached notice,of cancellation form for an explanation
of this right
RECORD COPY
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tIgSS x REVIEWED FOR
CODE COMPLWNCE PLANS MINER
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1 DATE y
uFC
RD gUILDINO DIVISION Et4MIl ISSUED
SHALL BE CONSTRUED TO BE A ht iP TO PROCEED WITH THE WORK AND NOT AS i? r+
JhoTv TO VIOLATE, CANCEL, ALTER OR SET E ANYOFTHEPROVISIONSOFTHETECHNICAL1Z..3, NUR SHALL ISSUANCE OF A PERMIT PREVENT NE SUILDINGOFFICIALFROMTHEREAFTERt11RINGACORRECTIONOFERRORSINPLANS, t *t.iCYInN OR VIOLATIONS OF THIS CODE G 17-
2440
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address2
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.floridabuilding.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
Sliding
Sectional '
Roll Up
Automatic
Other
2. Windows
Single Hun Sb S-1 S FL 1 1E 1 - -
Horizontal Slider
Casement
Double Hun t _ Y,
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
lincluding decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
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 up
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
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO
BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER
WIND LOADS TO THE STRUCTURE
3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL
BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIA LS; INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED
BY A THE STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE
FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS.
PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS..
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE
FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL
BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR
EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE
PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR
INCONSISTENT WITH WHAT HAS BEEN TESTED.
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION
SHALL CONTROL FOR THE INSTALLED PRODUCT.
9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED
PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION, THAT RESPONSIBILITY SHALL BE THAT OF THE
MANUFACTURER &/OR INSTALLER.
INSIALIATION EVALLUTIOW IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS
FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE
EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION, IN THE EVENT OF CODE VERSION
CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESDNG IS COMPLETED ON THE
REFERENCED PRODUCT, PRIOR TO STATING CODE COMPUANCE WITH THE STATE, THE MANUFACTURER SHALL
CONFIRM WITH THE INSTALlknON EVALUATION ENGINEER OF RECORD THAN THE INSTALLATIONS SPECIFIED
HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCABLE STANDARDS.
FRAME ANCHOR REQUIREMENTS TABLE
OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM
SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST.
0) FRAME SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4"
MIN 18 GA 33 KSI METAL STUD NO. 1D GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR: 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. C-90 CMU OR 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2_
1) INSTALLATION CLIP SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2"
3) NAILING FIN FASTENERS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=D.55)
NO. 8 SMS SCREW
MIN, 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55)
11 GA. ROOFING NAIL
MIN. 1/8" THK A36 STEEL NO. 8'GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN, 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW.
2)
RACONCRETE
CRTW EI F(C.S
MSET/REDSCREWSHEADTAPCONSE(C.S.00RLSS.)0NS OR HILTI)
KWIK-OOR(S.
S)).
i CON 3)
WHEN
SCREWS
ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD SCREW OR HAVE
A FLAT WASHER AT THE SCREW HEAD. FOR MAX. FRAME
WIDTH, SEE NOTE BELOW Al
4 FIN FASTENER
WITHIN
2" OF CORNERS & 4
1/2" MAX. O.C.
WHEN JOB' REQUIRED DESIGN PRESSURE
IS OVER +/-
35 S PSF; 9"
MAX. O.C. WHEN JOB REQUIRED DESIGN
PRESSURE IS +/-35
PSF OR LESS. SEE "
FRAME ANCHOR REQUIREMENTS TABLE"
ON THIS
SHEET FOR REQUIREMENTS. j
CLUSTER FIN FASTENERS
AT MEETING RAIL ENDS
SUCH THAT THERE ARE A
TOTAL OF 5 POSITIONED AS SHOWN.
SEE FRAME ANCHOR REQUIREMENTS
TABLE" ON THIS
SHEET FOR REQUIREMENTS. B1 j
EXTERIOR
ELEVATION:
SINGLE
WINDOW SCALE:
3/4" =
1'-0" NAIL FIN MOUNT
CONDITION) NOTE: FOR MAX.
SINGLE WINDOW FRAME DIMENSIONS
AND ALLOWABLE DESIGN
PRESSURE, SEE APPLICABLE
FLORIDA APPROVAL ALTERNATE
ANCHOR/SUBSTRATE
EVALUATION NOTE: ALL ALTERNATE ANCHORS
IN THEIR SPECIFIED SUBSTRATES HAVE BEEN
ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE
STANDARD(S) AND ARE FOUND TO BE EQUIVALENT
TO OR STRONGER THAN THE ANCHOR(S) USED
IN TESTING WITH THIS PRODUCT. LA — FOR MAX.
FRAME
WIDTH, SEE NOTE BELOW 4"
MAX. FRAME
SCREWS WHERE
SHOWN AT SIDES. SEE "
FRAME ANCHOR REQUIREMENTS TABLE" ON
THIS SHEET FOR REQUIREMENTS.
NOTE THAT WHEN
JOB REQUIRED DESIGN PRESSURE
IS OVER +/-35 A
FRAME FILLER MUST BE USED
AT EACH FRAME SCREW, SEE SHEET
5 FOR PART DETAIL) j
j EXTERIOR
ELEVATION:
SINGLE
WINDOW SCALE:
3/4" =
V-O" FRAME SCREW MOUNT
CONDITION) 6" 6" 6"
4"
MAX.
SIDE
JAMB ANCHOR
SPACING TABLE
0%
d3 N, i MAXIMUM FRAME
MAXIMUMO.
C.
lK
Q,.••••••••• • 6'•.`
WIDTH
SPACING
Z;
yF Cn •: " IN.) IN.) co .
z Q * Q 3: 54 12 l
V O 4813 J
Q iyJ• • ••..
36 7AAeTHEY
MAY
NOT
BE USED FOR THE ASSEMBLY ' 4 C INSTALLATION OF ANY
OTHER PRODUCT No MAY UV USED FOR RATIONAL
ANp/OR LOLL APPROVAL SHEET NO. RODUCT NOT PRODUCED
BY THE MANUFACTURER 1 OF N THESE DRAWINGS.
48" MAX. FRAME WIDTH
DRAWN BY: CHECNF. 6v:
Rim: Dorfoz/os/.
Al
4
FOR MAX OVERALL FRAME WIDTH SEE SIDE -BY -SIDE WINDOW
CLUSTER FIN FASTENER1v_ SCREWS AT MULLION ENDS
TOTAL OF 3 POSITIONED AS o2"
SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR
SCREW REQUIREMENTS.
NOTE THAT ROOFING NAILS
w_ ARE NOT APPLICABLE AT
MULLION END CLUSTERS)
CLUSTER FIN FASTENERS
2"-' Cl AT MEETING RAIL ENDS z
S SUCH THAT THERE ARE A
3 w N o0
2
o
p n
z
oANCHORREQUIREMENTSo3a
a TABLE" ON SHEET 1 FOR
REQUIREMENTS.
t
d
3
o wa
m
a
FIN FASTENER WITHIN 2" z
OF CORNERS & z w
9" MAX. O.C. SEE "FRAME o
ANCHOR REQUIREMENTS z LL
81
TABLE" ON SHEET 1 FOR
REQUIREMENTS. wJ
m
Q Z Z mto
EXTERIOR ELEVATION: Z
SIDE -BY -SIDE WINDOW
EXTERIOR ELEVATION: N Wa"" SCALE: 3/4" = 1'-0" w a
NAIL FIN MOUNT CONDITION
SINGLE WINDOW WITH TRANSOM
w wco op-'
SCALE: 3/4" = 1'-0" w z t g n
NAIL FIN MOUNT CONDITION) o n
U m
N NZz ^a
ALLOWABLE DESIGN PRESSURE g 3 y
TRANSOM UNITS ONLY) 1111111,
i,
35 PSF
c7 •
oP I Zo N Wn
U'4r LL y
Gz
U O 2
2 6Z ai is w0
0
3
M P ^
1867 A
SHEEP N0.
SIZE/PRESSURE TABLE ON THIS SHEET
2.r. 2" Al
ALLOWABLE SIDE -BY -SIDE
WINDOW SIZE/PRESSURE
TABLE
MAXIMUM MAXIMUM ALLOWABLE
OVERALL FRAME PRESSURE
FRAME HEIGHT PSF)
WIDTH DIMENSION
DIMENSION IN.)
IN.)
TRIPLE WINDOW
109 63 35
DOUBLE WINDOW
96 72 35
72 65 1/2 50
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE -BY -SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEET
INDIVIDUAL WINDOW WIDTH — INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH
3" 3"
13 1O.0
13 1/4" 13 1/4"
4" MAX.
MAXO.C. MAX. MAX. O.C. MAX. O.C. A2 4"'
MAX 4
FRAME
SCREWS WHERE SHOWN AT HEAD & Q
4"
MAX. SIDES.
SEE "FRAME ANCHOR REQUIREMENTS TABLE"
ON SHEET 1 FOR REQUIREMENTS. (NOTE THAT
WHEN JOB REQUIRED DESIGN PRESSURE N
C2 IS
OVER +/-35 A FRAME FILLER MUST BE S
USED
AT EACH FRAME SCREW, SEE SHEET 5 FOR
PART DETAIL) 6"
W
Q
N Ii
INSTALLATION CLIPS WHERE SHOWN AT SILL. o
SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON n
SHEET 1 FOR REQUIREMENTS. 64
j 4"
MAX. MAX.
4M0 .
4" I
12 1 MAX'0C.
ta C 4" MAX.
EXTERIOR ELEVATION:
SIDE -BY -
SIDE WINDOW SCALE: 3/
4" = V-D" SIDE JAMB FRAME SCREW
AND CLIP MOUNT CONDITION) ANCHOR SPACING TABLE
MAXIMUM MAXIMUM
INDIVIDUAL O.
C. ALLOWABLE SIDE -
BY -SIDE WINDOW SIZE/
PRESSURE TABLE 1
36
1 17 1 48" MAX.
FRAME WIDTH { 4" MAX.
j 3" - -
FRAME
SCREWS
WHERE SHOWN AT SIDES.
SEE "FRAME ANCHOR REQUIREMENTS TABLE"
ON SHEET a C2 1
FOR
REQUIREMENTS. 5 v'
w Q
6
j
d ro
j4"
MAX.
EXTERIOR ELEVATION:
SINGLE WINDOW
WITH TRANSOM SCALE: 3/
4" = 1'-0" FRAME SCREW
MOUNT CONDITION) ALLOWABLE DESIGN
PRESSURE TRANSOM UNITS
ONLY) 35 PSF
Lo V
r2
co GZ O
t y ¢f
W * W3:
to
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PRO14a hN n
1110 z OLF?.
w
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R'ZQCV
N W
a 06
zm
wam
w
zd
i
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U
j
o zo fN Nro
Z n 3od3
SHEET NO.
3
OF
FIN FASTENER
ELEVATION
SEALANT BY OTHERSBEHINDNAILFIN .
SEALANT BY
OTHERS
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
1/4" MAX.
SPACE
I I SEAL SPACE WITH
u LOW EXPANSION
EXTERIOR
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SECTION n1
SCALE: 3/4 FULL 4
NAIL FIN MOUNT) _
w
a
EXTERIOR
FRAME SCREW PER
SUBSTRATE BY
ELEVATIONVAT
SUBSTRATE BY
FRAME SCREW OTHERS PER SEALANT BY OTHERSOTHERS PER
PER ELEVATIONN "FRAME ANCHOR BEHIND FRAME FLANGE"FRAME ANCHOR
REQUIREMENTS REQUIREMENTS
TABLE" TABLE"
1/4" MAX. SHIM AX. SHIM
AT EACH ANCHOR ANCHOR
SEALANT BY
SEALANT BY 0
OTHERS
OTHERS
EXTERIOR _
SEAL SPACE WITH = IXTg R -SEAL SPACE WITH w
LOW EXPANSION w LOW EXPANSION =
4 FOAM AROUND ¢ FOAM AROUND
FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF
WINDOW FRAME WINDOW FRAME
SECTION A2 1 ALTERNATE SECTION A2
SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4
FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE)
EXTERIOR
SEAL SPACE WITH LI SEAL SPACE WITH =
LOW EXPANSION LOW EXPANSION w
FOAM AROUND
SHIM AS REQ'D TO
FOAM AROUND =
PER OF
SUPPORT &ALIGN
PERIMETER OF
WINDOW FRAME
WINDOW
WINDOW FRAME S
3
INSTALLATION
SEALANT BY- 6 SEALANT BY CLIP
OTHERS OTHERS
SPACE 1/4" MAX.
SHIM AS REQ'D TO MAX. 3/16" SHIM SPACE
SUPPORT & ALIGN THICK X 3"
WINDOW LONG SHIM
AT EACH CLIP
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER
BEHIND NAIL FIN OTHERS PER
FRAME ANCHOR
PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS
FIN FASTENER PER
REQUIREMENTS
REQUIREMENTS TABLE" TABLE" 2 PER CLIP
ELEVATION
TABLE" SECTION B2
SECTION g1 SCALE: 3/4 FULL 4
SCALE: 3/4 FULL 4
INSTALLATION CLIP MOUNT CONDITION)
NAIL FIN MOUNT)
UP f.,u
w * a o: Z
O O)ik:, -
11/0l / 111110 owo,
FwNo
oNoo
K
Zo GNCl
Wowio 06
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wa
w 5
oon U..Fo3 KU omo
d nz $
Rioj a
m N
SHEET
NO.
4 OF
5
1/4" MAX.
SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR ;•.
REQUIREMENTS _
TABLE"
FIN FASTENER
PER ELEVATION
FRAME WIDTH -
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY---
OTHERS
BEHIND NAIL
FIN
SEALANT BY
OTHERS
EXTERIOR
SECTION c1
SCALE: 3/4 FULL 5
NAIL FIN MOUNT)
CONTINUOUS WOOD MEMBER LESS
IN THICKNESS THAN A 2X_ BUCK
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY -
OTHERS PER
FRAME ANCHOR
REQUIREMENTS _
TABLE"
FRAME SCREW --' \
PER ELEVATION
0 BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS
REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR
WITHIN .ALLOWABLE DIMENSIONS REQUIREMENTS TABLE"
SHOWN IN SECTIONS).
SEALANT BY
OTHERS
EXTERIOR
FRAME SCREW PER
4 ELEVATION & "FRAME
FRAME FILLER ANCHOR REQUIREMENTS
TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME)
DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
FRAME HEIGHT --
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY
OTHERS
EXTERIOR
SECTION cz
SCALE: 3/4 FULL 5
FRAME SCREW MOUNT CONDITION)
0.504 -
Ll0.604 — 2.485
0.860 T
0.059T 0.059T
O1 FRAME FLANGE O FRAME FLANGE
RIGID PVC) (RIGID PVC)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME SCREW
PER ELEVATION
FRAME HEIGHT —
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
0 PERIMETER OFWINDOWFRAME
SEALANT BY I o `-ICI II J
OTHERS BEHIND
FRAME FLANGE '
SEALANT BY
2 1 OTHERS
EXTERIOR
ALTERNATE SECTION C2
SCALE: 1/2 FULL 5
FRAME SCREW MOUNT CONDITION WITH FLANGE)
0.375
0.500
1.020
0
0.225 J
LENGTH = 3.000"
3.000 FRAME FILLER
RIGID PVC)
NOTE THAT WHEN
0.500 JOB REQUIRED
DESIGN PRESSURE
IS OVER +/-35 A
1.325
FRAME FILLER MUST
T
0.060
BE USED AT EACH
FRAME SCREW)
0.293 J T
3OINSTALLA11ON CLIP
RIGID PVC)
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N NZ a
N30 as
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a
o
SHEET NO.
5 OF 5
I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED
ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED &
INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE
3, THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH
AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR
WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE
PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE CHAPTER 20.
6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED
QUALM ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY &
SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT
OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY 15
NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALLATONS SHALL BE CONSIDERED VOID IF
ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING
PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT.2) PRODUCT IS
INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE
PRODUCT'S CERTIFICATION ENTTI CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO
BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
8. THE LEAST. DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE
PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT.
9. THESE DRAWINGS CERTIFY THE .PRODUCT INSTALLATION ONLY. WATER PROOFING
OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION.
THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER.
INSTALLATION EVALUATION IS BASED ON OPUCABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS
FROM .APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE
EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION
CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE
REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL
CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED
HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCPBLE STANDARDS.
FRAME ANCHOR REQUIREMENTS TABLE
FOR MAX. FRAME WIDTH, SEE
TABLE BELOW
Al
a FIN FASTENER WITHIN 2" OF CORNERS
OJw 9" MAX. O.C. SEE "FRAME ANCHOR
m REQUIREMENTS TABLE" ON THIS
SHEET FOR REQUIREMENTS.
m C1
8
ww
w
w
X
0L gl
OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM
SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST
0) FRAME SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. DR. 3 & G=0.55) N0, 10 SMS OR WOOD SCREW 1 1/4" 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-TS ALUM. NO. 10 DR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. C-90 CMU OR 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2"
1) INSTALLATION CLIP SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN.. 1/8" THK A36 :STEEL NO. 10 GR. 5 SELFTAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. N0. 10 GR. 5 SELF: TAP/DRILL SCREW FULL 1/2"
2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2"
3) NAILING FIN FASTENERS
MIN, 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55)
N0. 10 SMS SCREW 1 3/8" 1/2"
MIN. 2X4 WOOD FRAME OR BUCK I 1I. GA. ROOFING NAIL I1 3/8" I 1/2" MIN. GR. 3 & G=0.55)
MIN. 1/8" THK A36 STEEL NO, 8 GR, 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/13" THK 6063-T5 ALUM. NO. 8 OR..5 SELF TAP/DRILL SCREW I FULL 1 1/2"
1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW.
2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S-), ELCO CRETE-FLEX (S.S.), FW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HIED KWIK-CON II (C.S OR S.S.).
3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD
SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD.
4
EXTERIOR ELEVATION:
SINGLE WINDOW
SCALE: 3/4" = V-O"
NAIL FIN MOUNT CONDITION)
Z1to`61.2 G2
FOR MAX. FRAME WIDTH, SEE
TABLE BELOW
I
3 U
w C2 O
m 8
w g
m
w 6„
U
w
x FRAME SCREWS WHERE SHOWN AT
O
x
SIDES. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON THIS
SHEET FOR REQUIREMENTS. r2
EXTERIOR ELEVATION: I
SINGLE WINDOW
SCALE: 3/4" = 1'-0"
FRAME SCREW MOUNT CONDITION)
ALLOWABLE DESIGN
PRESSURE'
SINGLE WINDOWS)
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE
WIDTH HEIGHT PSF)
IN.) IN.)
48 63 30
36 72 30
36 63 35
ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE:
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
H33pJlulj;`'
12 OJ: ZO
U)
iddbM ' QR"
CIAED. THEY MAY NOT BE USED FOR THE ASSEM
I/OR INSTALLATION OF ANY OTHER PRODUCT NOR
Y BE USED FOR RATIONAL AND/OR LOCAL APPRC
ANY PRODUCT NOT PRODUCED BY THE MANUFACI
03zoOxz_
w3
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Z w
w
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oz
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3v d
3 -.6
0o
SHEET NO.
1 OF 8
FOR MAX. FRAME WIDTH, SEE TABLE BELOW
CLUSTER FIN FASTENERS AT MULLION ENDS SUCH THAT THERE
ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR
REQUIREMENTS.--,-,,,.2^ Al
7
v
1 j
I
1 j
I B1
FIN FASTENER WITHIN 2"--/
OF CORNERS & 9" MAX.
O.C. SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON.
SHEET FOR
REQUIREMENTS.
EXTERIOR ELEVATION;
DOUBLE WINDOW
SCALE: 3/4" = 1'-0"
NAIL FIN MOUNT CONDITION)
FOR MAX. FRAME WIDTH, SEE TABLE BELOW
MAX.
3"
12 3/4" FjL L L 12 3/4"
MAX. O.C. MAX. O.C. A2
7
4" MA
4" MA
w
m
FRAME
SIDES.
SCREWS
SEE
WHERE SHOWN AT HEAD &
FRAME ANCHOR REQUIREMENTS x
m C2 TABLE" ON SHEET 1 FOR REQUIREMENTS. g
l l 6
W Uo
4
K0
B2
X
4" MA
INSTALLATION CLIPS WHERE
HUWN Al DILL 5tt FRAME '
ANCHOR REQUIREMENTS TABLE" EXTERIOR ELEVATION:
ON SHEET 1 FOR DOUBLE WINDOW
REQUIREMENTS.
SCALE: 3/4" = 1'-O"
ALLOWABLE DESIGN
PRESSURE
DOUBLE WINDOWS)
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE
WIDTH HEIGHT PSF)
IN.) IN.)
96 53 30
72 1 2 72 30
72 1/2 63 35
FRAME SCREW AND CLIP MOUNT CONDITION)
z coow
wa eWZn
wa
3 a
3 '+1
2 OF 8
108" MAX. FRAME WIDTH
IIIIIII% IIIIIII%
CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE
A TOTAL OF 3 POSITIONED AS SHOWN_ SEE "FRAME ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING
NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS)
FIN FASTENER W17HIN
2" OF CORNERS & 9"
MAX. O.C. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
j /
CLUSTER FIN FASTENERS
AT MEETING RAIL ENDS
SUCH THAT THERE ARE A
TOTAL. OF 5 POSITIONED AS
2, SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR
REOUIREMENTS.
III rllllillll %IIIIIiIII T %III
EXTERIOR ELEVATION:
TRIPLE WINDOW
SCALE: 3/4" = 1'-O"
NAIL FIN MOUNT CONDITION)
ALLOWABLE DESIGN PRESSURE
108" X 72" TRIPLE WINDOW UNITS WITH NAIL FIN MOUNT INSTALLATION ONLY)
30 PSF
01
N cn O
Z=
yb M....... A4nn``
5HM NO.
5 OF
108" MAX. FRAME WIDTH
3" 3"
4" MAX. 13" MAX. O.C.
12
MAX. 04C.
13" MAX. O.C. 4" MAX.
A2
a
4" MAX.
FRAME SCREWS WHERE SHOWN AT HEAD &
SIDES. SEE "FRAME ANCHOR REQUIREMENTS
TABLE" ON SHEET 1 FOR REQUIREMENTS. 0
XQ
2
CZ
I
INSTALLATION CLIPS WHERE SHOWN AT SILL. ¢
SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
J
4" MAX.
4" MAX. - - EQUALLY SPACED
4 M2 .1
0 C.
A.EQUALLY SPACED — - 4" MAX.
EXTERIOR EXTERIOR ELEVATION;
TRIPLE WINDOW
SCALE: 3/4" = 1'-0"
FRAME SCREW AND CLIP MOUNT CONDITION)
ALLOWABLE DESIGN PRESSURE
108" X 72" TRIPLE WINDOW UNITS WITH FRAME SCREW & CLIP MOUNT INSTALLATION ONLY)
30 PSF
0 3zDOxzw A51U
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6
OF
FIN FASTENER PER
ELEVATION
SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW—\
BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION
REQUIREMENTS
TABLE"
1/4" MAX.
SPACE
SEALANT BY
OTHERS
BY
OTHERS II
L1 —SEAL SPACE WITH
LZu LOW EXPANSION
FOAM AROUND
PERIMETER OF
EXTERIOR I
WINDOW FRAME
SECTION Al
SCALE: 3/4 FULL 7
NAIL FIN MOUNT)
EXTERIOR
SEALSPACE WITH LOW
EXPANSION FOAM
AROUND PERIMETER
OF WINDOW
FRAME FRAME
SCREW ELEVATION
SUBSTRATE
BY OTHERS
PER SEALANT BY OTHERS — FRAME
ANCHOR BEHIND FRAME FLANGE REQUIREMENTS
TABLE"
1/
4" MAX. SHIM AT
EACH ANCHOR 1
SEALANT BY IF OTHERS4/
J' Jl i SEAL
SPACE _ WITH
LOW W EXPANSION
FOAM
AROUND EXTERIOR
PERIMETER
OF WINDOW
FRAME SECTION
A2 SCALE:
3/4 FULL 7 W (
FRAME SCREW MOUNT CONDITION) Q
0: WEXTERIOR
1
O
SEAL SPACE WITH LOW
EXPANSION w SHIM
AS REO'D TO FOAM AROUND SUPPORT &
AUGN PERIMETER
OF WINDOW
WINDOW FRAME 3
INSTALLATION
SUBSTRATE
BY OTHERS
PER FRAME
ANCHOR REQUIREMENTS
TABLE"
1/
4" MAX. SHIM AT
EACH ANCHOR SEAL
SPACE WITH
LOW = EXPANSION
FOAM
AROUND < PERIMETER
OF WINDOW
FRAME Y
L ALTERNATE
SECTION A2 SCALE:
1/2 FULL 7 FRAME
SCREW MOUNT CONDITION WITH FLANGE) SEALANT
BY D SEALANT BY D 0 CLIP OTHERS
OTHERS 1/
4" MAX. T SPACE
L 1/4" MAX. SHIM
AS REO'D TO MAX. 3/16" SHIM SPACE SUPPORT &
ALIGN._ THICK X 3" s.,.
WINDOW LONG SHIM AT
EACH CLIP SEALANT
BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER BEHIND
NAIL FIN OTHERS PER FRAME
ANCHOR PER "
FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS FIN
FASTENER PER REQUIREMENTS
REQUIREMENTS
TABLE" TABLE" (2 PER CLIP). ELEVATION
TABLE"
SECTION B2- SECTION
B1 7 SCALE: 3/4 FULL 7 SCALE:
F INSTALLATION
CLIP MOUNT CONDITION) FIN
M NAILFNMOUNT) U•
y r... coti 2. Z O a
t'
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vao
Ziz
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ma _
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mo
v
N ZS3
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i
SHEET
NO, OF
8
1/4" MAX. FRAME WIDTH —
SPACE
SUBSTRATE BY-,.
OTHERS PER SEAL SPACE WITH
FRAME ANCHOR ;'. LOW EXPANSION
REQUIREMENTS : FOAM AROUND
TABLE" 0 PERIMETER OFWINDOWFRAME
FIN FASTENER
PER ELEVATION '-
0
SEALANT BY
OTHERS
BEHIND NAIL
FIN
EXTERIOR
SEALANT BY
OTHERS
SECTION c1
SCALE: 3/4 FULL 8
NAIL FIN MOUNT)
CONTINUOUS WOOD MEMBERLESS
IN THICKNESS THAN A 2X_ BUCK
1/4" MAX. SHIM FRAME HEIGHT
AT EACH ANCHOR i
SEAL SPACE WITH
SUBSTRATE BY LOW EXPANSION
OTHERS PER FOAM AROUND
FRAME ANCHOR ;` D PERIMETER OFREQUIREMENTSWINDOWFRAME
TABLE"
0
FRAME SCREW
PER ELEVATION '
EXTERIOR
SEALANT BY
OTHERS
TO BE MIN. 3 1/2" DEEP (NOT _ SUBSTRATE BY OTHERS
REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE"
SHOWN IN SECTIONS).
is
SEALANT BY O 0
OTHERS -1
FRAME SCREW PER
ELEVATION & "FRAME
ANCHOR REQUIREMENTS
TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME)
DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
SECTION C2
SCALE: 3/4 FULL 8
FRAME SCREW MOUNT CONDITION)
0.604 —
0.604
2.485
0.86600 AL D T
0.059 0.059
Oj FRAME FLANGE O FRAME FLANGE
RIGID PVC) (RIGID PVC)
1/4" MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR ,•,
REQUIREMENTS
TABLE"
FRAME HEIGHT
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
O PERIMETER OFWINDOWFRAME
FRAME SCREW J '
PER ELEVATION
SEALANT BY
OTHERS BEHIND '.
o
FRAME FLANGE '.
EXTERIOR
2 1
SEALANT BY
OTHERS
ALTERNATE SECTION cz
SCALE: 1/2 FULL 8
FRAME SCREW MOUNT CONDITION WITH FLANGE)
0.375
1 0.500
3.000
501
1.325 r 0.060
0.293 T T
O3 INSTALLATION CLIP
RIGID PVC)
8 of 8
tw+
XVy
SEMINOLE COUNTY MULTI%URISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: S -1 E- \-1
I hereby name and appoint: t1kV--L\ r-x ,,4 l_t F
an agent of: Lr u. !+( MBE Lpt"-)T
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option):
0 All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
O 2. CL- • S '-,2JJ L 3Zz 3StreetAddress)
Expiration Date for This Limited Power of Attorney:
License Holder
State License N
Signature of Lic
STATE OF FLORIDA
COUNTY OF SEWAJoLE
The foregoing instrument was acknowledged before me this 2 day of MRy
20 t 7 , by P C- t f: t2 cA RA-P-o who is L-personally known to me or
who has produced
and who did (did not) take an oath.
Signature of Notary
ANGELA DAV16SON.
Notary Public State of Florida
Commission #t GG 021708
P;= N yei'i-V Aug 15, 2020
Bonded tArouo National Notary Assn.
as identification
AV odA ha.vidsorl
Pr1 t or type Notary name
Notary Public - State of F ,
Commission No. GG 0217og
My Commission Expires:.. 011k5/2,02a
THIS INSTRUMENT PREPARED BY:
Name: Lowe's Home Centers LLC # 1140
Address: PO BOX 781993
Orlando, FL 32878
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: 10-20-30-503-0100-0350
GRANT MALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8961 P3 469 (IP90
CLERK'S ar 2017076214
RECORDED 07/27/2017 03: 21: 4U H1
RECORDING FEES $10.1710
RECORDED BY hdevore
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.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 35 BLK 1 HIDDEN LAKE PHASE II UNIT I PB 24 PGS 15 TO 17
302 BORADA RD SANFORD FL 32773
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Remove & ReDlace WINDOWS
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: BRIEN WILSON 302 BORADA RD SANFORD FL 32773
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR: Name: Lowe's Home Centers, LLC Phone Number: 407-393-9161
Address: PO BOX 781993 Orlando, FL 32878
5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address: N/A Amount of Bond: N/A
6. LENDER: Name: N/A Phone Number: N/A
7.
Address: N/A
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)(a)7., Florida Statutes.
Name: Peter A Cafaro Phone Number: 407-393-9161
Address: PO BOX 781993 Orlando, FL 32878
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration 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.
BRIEN WILSON
Signature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Authorized OfficertDirector/Partner/Manager)
State of V 6 1`1,1, County of
The foregoing instrument was acknowledged before me this} day of20 by \
S s Who is personally kwL to me OR Name
of person making statement '... •`-fir:r' who
has produced identification) produced: S "_
p
type of identification o
wy PoyGn CHARLES
KNECHT T
a "4- MISSION # FF907583 2 'oFFld^ S: August 06, 2019 Notary