HomeMy WebLinkAbout141 Meadow BlvdLp"
RECEIVI
JUL 5 2011
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
1BY:
Documented
I
Construction Value: $ 0 2 ts-
Cf,
Job Address: AJO 1-_3 SZ11/14 Historic District: Yes 11 NoW
Parcel ID: Al 2- Zoning:
Description of Work:
Plan Review . Contact Person':
A Cj- LO PJC-O -IJ
Title: j
Phone: Fax: E-mail:
Property Owner Information
Name _J il. kAA V/--'d, Phone: .:Z
Street: Resident of property?
City,StateZip: _PA,.jA7Lr/
Contractor Information
Namp Phone:
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
State License No.:
Arch itect/Eng ineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
4
Sbiloli to 51fil? - :;illu(] ywow
a M aS dol ?9jiqx3 rfimoO yki F-. s
PERMIT INFORMATION MGa 33 % notnimnio3 Z
MA VIV30 1001!611 flgcolaj UWA9BuildingPermit11
Square Footage: Construction Type: No. of Stories:
No of Dwelling Units: Flood Zone:
Electrical 0
New Service — No. of AMPS:
Mechanical E3 (Dhct layout required for new systems)
Plumbing El
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
0
0
Application is hereby made to obtain a permit to do thellwo installations as indicatdd. I certify that no
work or 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 juri sdiction. I understand that a separate p6imit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is rgleased.
y J_K, 4 - 7 -,5- -/, -
Signature oMwner/Agent
T
Date Signature of Contracto r/Agent Date
Print Owner/Agent's Name
0 1
Signature o Uatt;
da
15
D '
T
EBBIE BLANT7
I FloridaP011", Notary Public - State of Florida
Z I A My Comm. Expires Feb 25, 2015
Commission # EE 60182ZkBondedThroughNationalNotaryAssn.
Owner/Agent is Personally Known to Me or
Produced M Type of ED
APPROVALS: ZONINGAA1 1"' UTILITIES:
ENGINEERING:
COMMENTS:
III-M,
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID _ Type of ID
WASTE WATER:
BUILDING: 71.-'
Rev 11.08
OWNER BUILDER STATEMENTAFFID"IT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Sp!ings
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDINd DIVISION f6 SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have aPpilea 10r
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have
license.
I understand that building permits are not required to be signed by a property owner unless he or s he is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her lice nse numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased withinimproveditinIyearaftertheconstructi6niscomplete, the 1 w will presume that I built or' substantially
for sale or lease, which violates this exemptidn".
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the Ii.censes required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an,
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility, for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
V
I agree that, as the party legally and financially responsible for this proposed constructioif activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and,'
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbi)r/i)ro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Add
L Vi 1111,
and capable of perfonning the requu
conditi s specified above. n A A I
Signa% of Owner
I, a) 'R (V,1, 2 Z771- 365 1
do hereby state that I am qualified
construction involved with the pen -nit application filed and agree to the
Form of Identification
Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
Florida Building Code Online OFFICE
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Code Version 2007 FL# 8976.2
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or NameALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
lQ*nrrh Dcacmilitc - Ann1irntinn.-z
FL# ITYP g Imanufacturer Validatqd By Status
FL8976-Rl Revision Alenco Luca DelVerme, PE Approved
Histor FL#: FL8976.2
Model: 4780 407) 599-1122
Description: Aluminum Sliding Glass Door (2-Panel)
Category: Exterior Doors
Subcategory: Sliding Exterior Door Assemblj,
I -Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. I
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
Privacy 5tatemen I _Cop qhL5jaAgMWA I Accessibility Statemen I Plug-in Software I Customer Service Survey I ontact Usy1L
Product Approval Accepts:
RAWMLWIlt R-10 R M
Ceddit&a-krl
AAPE
http://floridabuilding.org/pr/pr_appjst.aspx 6/30/2011
n,LSTAL"TION NOTES:
1. TIVO f2) INSTALLATION ANCHORS ARE REQUIRED AT EACH
ANCHOR LOCAT ]ON SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS IVITHIN A
TOL CRANCE OF±V2 INCH OF THE DEP)CTED LOC4TION IN THE
ANCHOR LAYOUTDETAIL AF, WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATIONANCIfOR TO THE NCXF.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARINGSHI MIS). MAYIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WFERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM[S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
S. FOR INSTALLATION INTO WOOD FRAMING, USE #12 VVWD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM
EMBEDMENT.
6. FOR INSTALLATION THROUGH IX BUCKTO CONCRETE/MASONRY.
OR DIRECTLY INTO CONCRETF4VASONRY. USE 2/4 INCH ELCO
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE2 1/2 INCH
MINIMUM EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE-EXCLUDEWALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
B. INSTALLATION ANCHORS AND ASSOCIATED 11ARDWARE MUST BE
MADEOF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT
INSTALL INSTALLATION ANCHCRS INTO MORTAR JOINTS.
EDGE DISTANCE Is MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
21. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MAT ERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPEciric GRAVIri OF D.55.
B. CONCRETE 4AINIMUNi COMPRESSIVE STRENGTH OF 270OPSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE
N, TYPE L (OR GREATERi.
ALENCO WINDOWS
SERIES 4780 ALUMINUM SLIDING GLASS
DOOR (2-PANEL)
GE14ERAL NOTES:
1. THE PRODUCT SHOVtN HEREIN 15 DESIGNED AND
MANUFACTUREDTO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE, U(CLUDING HVHZ.
AAMAINWKIDA 1.01A5.2-97
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, ZX AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESIST114G SYSTEM CAPABLE OF
WITHST ANDING AND TRANSFERRING APPLIED PRODUCr
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY O"HE
ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECr OF
INSTALLATION.
3. 2X DUCKS JWHEN USED) SHALL BE DESIGNED AND
ANCPOREDTO PROPERLY TRANSFER ALL LOADSTO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT O INSTALLATION.
4. ME INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUALCONDITIONS FOR A
SPECIFICSITE IFSiTE CONDITIONS CAUSE INSTALLATION TO
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A
LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. DOOR FRAME MATERIAL ALUMINUM
7 MASS MEETS THE REQUIREMENTS OF ASITA E1300GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
B. DESIGNAT0.115 "X'AND 'O'STAND FOR THE FOLLOWING.
X. OPCRABLCPANEI.
0. FIYED PANrL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I INSTALLATION & GENERAL NOTES
2E4 ELEVATION& ANCH02 LAYOUT
VERTICAL SECTIONS
HORIWITAL SECTIONS A GLA=NG DETAIL
5 COMPONENTS & BELL OF AkATEREALS
DESIGN PRESSURE RATING
LAZE FIE DESIGN PRESSURE MISSUE rMPACT RATING
50/-50 PSF NOT RATED
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UNIT MAX. 'n --
V90TH 96.00' th 8
V)
D.L.Q. MAX PANEL MAX
WIDTH 41.66- WIDTH 45,50" 2z J
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A 6.00" MAX. FROM
CORNERS TYP.
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INSTALLATIONA
6.0(Y' MAX. FROM
ANCHOR
CORNERS T P.
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UNIT D.L.O. PANEL
MAX. (-F--\" E IV .)v —E-F MAX
HEIGHT H=T '\,&4 HEIGHT
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ELEVATION ANCHOR LAYOUT
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ALW024
SHEET" 2 OF 5
2 1/2' MIN. EDGE
DISTANCE
CONCRETE/MASONRY
1/4' ELCO TAPCON BY OTHERS
ANCHOR INSTALLATION
21/2"MIN.
EMBEDMENTENCAULKBETWE
CONCRETE/MASONRY &
Ix WOOD SUCK BY OTHERS
1/4"MAX.
EXTERIOR FINISH
BY OTHERS
L PERIMETER CAULK
BY OTHERS
IX WOOD SUCK
O.A. DOOR
BY OTHERS
HEIGHT SEE GLAZDN,16
DETAIL I
EXTERIOR
v
VERTICAL SECTION
HEAD - CONCRETE/MASONRY
EXTERIOR
O.A. )CIOA
HE16HT SEE GLAZING
DETAIL I
SHIM SPACE
NTERIOR
12 WOOD SCREW
ANCHOR INSTALLATION
8d ROOFING NAIL
INSTALLATION ANCHOR
CAULK BETWEEN
FIN & 2X WOOD STUD
BY OTHERS
CAULKSEHIND
FLASHING & OVER
NAILS BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
O.A. DOOR
BY OTHERS
HEIGHT
EXTERIOR
INTERIOR
nio SEE GLAZING
DETAIL I
PERIMETER CAULK
BY OTHERS
LKRCAU ..... PERIMETE
BY OTH E R5
11/4'AUN. CONCRETE/MASONRY
BY OTHERS EMBEDMENT
1/4" ELCO TAPCON
ANCHOR INSTALLATION
4
21/2-MIN.EDGE
DISTANCE
VE TICAL SECTION
SILL - CONCRETE/MASONRY
3/4"MIN.EDGE
DISTANCE
2X WOOD FRAME
BY OTHERS
11/2, MIN.
EMBEDMENT
1/4" MAX
SHIM SPACE
9
INTERIOR
c VERTICAL SECTION-
3 HEAD - 2X WOOD FRAME
alenco
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3 OF 5
11/2"MIR
EMBEDMENT
12 WOOD SCREW
ANCHOR INSTALLATION
3/4" MIR EDGE
DISTANCE
2X WOOD FRAME BY OTHERS
Bd ROOFING NAIL
INSTALLATION ANCHOR
CAULK BETWEEN FIN & 2X
WOOD STUD BY OTHERS
EXTERIOR FINISH BY OTHERS
CAULK BEHIND FLASHING
OVER NAILS BY OTHERS
PERIMETER CAULK BY OTHERS
SEE GLAZING DETAIL I
HORIZONTAL SECTION
JAMB-2XWOODFRAME
HORIZONTAL SECTION
INTERLOCK
1/4" MAX.
SHIM SPACE
2 1/2" MIN. a] [e—n c o
EMBEDMENT
2 1/2" MIN. EDGE WINDOWS
DISTANCE
V) Z
0DZ
CONCRETE/MASONRY 'C In 'o 0
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BY OTHERS 0 zco
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CONCRETE/MASONRY BY OTHERS
EXTERIOR FINISH BY OTHERS
ZEPERIMETEP CAULK BY OTHERS
Lr
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DETAIL I
z
HORIZONTAL SECTION 0
JAMB - MASONRY/CONCRETE
V) uj93
5/8" O.A. IN5ULATED GLASS
EXTERIOR
INTERIOR
19 10 .7v, GLASS
BITE Age
0 1 c 0 (nNOTE: ol z -j
GLASS THICKNESS AND TYPE S 4 > z
GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 2 , U
REQUIREMENT GLASS DW& #:
CHARTS ALW024
SHEE T' 4 OF 5
RILL OF MATERIALS
ITEM NO. DESCRIPTION MATERTAL MANUFACTURER
1 3 TRACK FRAME HEAD ALUM. ALENCO
2_ 3 TRACK FRAME SILL ALUM. ALENCO
3 3 TRACK FRAMEJAMB ALUM. ALENCO
4 LEAD STILE ALUM. ALENCO
5_ 4 T PACK FRAME HEAD ALUM. ALENCO
4 TRACK FRAME SILL ALUM. ALENCO6
7 4 TRACK FRAME JAME ALUM. ALENCO
8 INTERLOCK ALUM. ALENCO
9 TOP RAIL ALUM. ALENCO
10 BOTTOM RAIL ALUM. ALENCO
11 SrLL RISER (OPTIONAL) ALUM. ALENCO
12 JAMB WEATHERSTRIP ULTRAFAB
13 TOP RAIL WEATHEPSTRIP ULTRAFAR
14 BOTTOM RAIL WEATHERSTRIP ULTRAFAS
15 INTERLOCK WEATHERSTRIP ULTAAFAB
16 SILL PAD
17 HEAD PAD
18 GLASS (TEMPERED)
19 INTERCEPT AIR SPACER GED
20 DESSICATED MATRIX H.9, FULLER
21 BUTYL SEALANT H.B. FULLER
22 8 X V PPH FRAME ASSEMBLY SCREWS MERCHANTS
23 1/4"-20 X 3/4" PHM BOTTOM RAIL SCREWS MERCHANTS
24 8 X V PPH TOPRAIL SCREWS MERCHANTS
25 1#8 X I IIZ' PHTR KEEPER SCREWS MERCHANTS
26 1#10-32 X 7/8' PFLM LOCK SCREWS MERCHANTS
27 8 X I" PPHTKW FIXED BRACKET MEWS MERCHANTS
28 EXTERIOR PULL (WHITE) DOORS DECO
29 EXTERIOR PULL (BLACK) DOORS DECO
30 INTERIOR PUL (WHITE) DOORS DECO
31 INTERIOR PULL (BLACK) bOORS DECO
32 BOLT DECO
ROLLERS AMESBURY
34 ROLLEP HOUSING ALUM, AMESBU_
35 KEEPER ALUM, DECO
3 TRACK FRAME HEADDALUM.
1.166
3 TRACK FRAME JAMB D TOP RAILDALUM. ALUM.
0.936
F
0.999
1
1.761
5.599 M
SILL RISER (OPTIONAL)
ALUM.
0.47
3 TRACK FRAME SILL
ALUM.
5.599
1.463
BOTTOM RAIL
ALUM
0.999
H2.461
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5 OF
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iSearch Criteria
Code Version 2007
Application Type ALL
Category ALL
Application Status ALL
Quality Assurance Entity ALL
Product Model, Number or Name ALL
Approved for use in HVHZ ALL
Impact Resistant ALL
Other ALL
W k' /- 8 0 tj
FL# 9353.1
Product Manufacturer ALL
Subcategory ALL
Compliance Method ALL
Quality Assurance Entity Contract Expired ALL
Product Description ALL
Approved for use outside HVHZ ALL
Design Pressure ALL
Search Results - Applications I
FL Typ1 -9 Manmfagturer Validated _ ][StatusBy
FL9353-RI Revision Alenco Kristina S. Daugherty, P.E. Approved
History
FL#: FL9353.1
Model: 3753 407) 644-6957
Description: Aluminum Insulated Tilt Single Hung
Category: Windows
L_______jD,Subcategory: Single Hung
LLP-P-122ved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. -... I
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
0 2000-2010 The State of Florida. All rights reserved.
Rjr ivacy-smtenQnt I QzpYL'gh15tqtMgn_t I AC:c ssibility Statement I Plug-in $oftware I Qtjstomer Servir g.-%vr—vey I Contact Us.
Product Approval Accepts:
Credff7-i VE
http://floridabuilding.org/pr/pr_appjst.aspx 6/30/2011
INSTALLATION NOTES:
1. ONE (11 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISESTATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATIONAACHORS MTHINA
TOLERANCE70F±112 INCH OF THE DEPICTED LOCATIONIN THE
ANCHOR LAYOUJ-DE-TAiL JrtE., WITHOUrCONSIDERATIONOF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
IWALLATION ANCHOR TO THE NOM
4. FOP, INSTALLATION THROUGH 2X SUCK USE #8 WOOD SCREWS OF
SU FFICIENT LENGTH TO ACH [EVE 1212 INCH MI NI MUM
EMB EDMENT INTO WOOD 5UBST RATE.
S. FOR INSTALLATION n I ROUGH 2X SUCK USE 5d ROOFING NAIL OF
SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER
TO BE AT LEAST 0.375".
6. FOR INSTALLATION THROUGH STEEL STUD USE #8 TEKSCREW OR
EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE.
7. MINIMUM EMBEGIVENTAND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITEDTO STUCCO, FOAM, BRJCK
VENEER, AND SIDING.
8 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS.
EDGE DISTANCE 15 MEASURED FROM FREE EDGE Or BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10 INSTALLATION ANCHORS SHALL BE INSTALLED iN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INS' I RUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRFNG-,HS LESSTHAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANMOR
MANUFACTURER,
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS IARTH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 055.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE
N, TYPE I (OR GREATER).
0. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MILS.
ALENCO WINDOWS
SERIES 3753 TILTALUMINUM SH WINDOW
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2OD7 FLORIDA
BUILDING CODE, EXCLUDING HVHZ.
AAMAAVDMAjCSA 10M.S.21A440-0S
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 2X BUCKS 1WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
To DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN.
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVCD IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE
6. WINDOW FRAME MATERIAL: ALUMINUM
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS SEE SHEET 4 FOR GLAZING DETAILS
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I rNSTALLATTON & GENERAL NOTES
2 ELEVATION, ANCHOR LAYOUT A P;tESSUPF CHARTS
3 VERUCAL SECTIONS
4 HORrZONTAL SECTIONS 4 SLAZING DEETAM
5 COAAPONE14TS & BILL OF MATERLALS
8. DESIGNATIONS 'X"A.IVD 'O'STAND FOR THE FOLLOWING:
X.' OPERABLE PAIVEL DESIGN PRE55VAE RATING
0.- FIXED PANEL
GLAZE TYPE DES16N PRESSURE MISStRIWACTRATIW
35/-47.2 P5F NOT RATED
alenco
WINDOWS
z
5 zo
C, 0 cf6C) Z
L0 1-- L Z L ZJ.- Z L. 13 w lq >ai
I, x
q ca
o
1'
5"
7- Z , u I cInc; -D: m tj Z
u tf)
I OF 5
alenco
WINDOWS
DUNITMAX
WIDTH — <
53.00" ZO
91 43
rD.L.O. MAX.
WIDTH Z
51.3(r
2.0(Y MAX. FROM 12,00' MAX ui
CORNERS TYP O.C. Typ
LU
tn
D.L.O. 10
MAX. .01 —r,,\,( F
HEIGHT ANCHOR ca
33.1125'
INSTALLATION
UNIT
MAX (—C 11 z
MCI m I 12.= MAX
72 $
A
I
SH
O.C. TYP z
MAX
HEIGHT
36.00' ix
LU
2.W MAX. FROM
CORNERS TYP
ql(A a
Q, 3
SASH MAX. +ZI—1
WIDTH
52.25"
ANCHOR LAYOUT
ELEVATION FIN
v
co 5
za 7-
DWG 9:
ALWO09
SHEET, 2 OF 5
2" MIN. EMBEDMENT STEEL STUD
3 THREADS OF MIN.
2X WOOD FRAME 5d ROOFING NAIL
BY OTHERS
ENGAGEMENT <T BY OTHERS INSTALLATION ANCHOR SHEATHING #8 TEK SCREW
SHEATHING
BY OTHERS INSTALLATION
BY OTHERS
ANCHOR a4umnco
CAULKBETWEEN
FIN & SHEATHING Vv I N (:)VVSICAULKBETWEEN
FIN ASHEATHING 3/4"MIN.ED6E EXTERIOR FIN15H7
EXTERIOR FINISH DISTANCE BY OTHERS V)
BY OTHERS f
D u)
4 X. ov)2 Z. MA
PERIMETER 1/4- MA a Z ogPEAIMETER--5 X.
CAULK CAULK 1 SHIM SPACE lozISHIMSPACEBYOTHERSByOTHERSHr9
Zn
O.A. WINDOW 9 O.A. WINDOW --1
0 oQcz
HEIGHT -;SEE GLAZING Lo Q -c
HEIGHT SEE GLAZING r, p kn
DETAILI ILI m a n wwoc r
INTERIOR v) c3: p9ujIEXTERIORINTERIOR
EXTERIOR 8 cz LuEXTERIOR19INTERIOR
r Lu
13 12 tn
4 CAL SECTIONVERTICALSECTION14
HEAD - STEELSTUD
0
HEAD-2XWOODFRAmE 15 9 3,1
FIN INSTALLATION >- FIN INSTALLATION
2
z
VERTICAL SECTION
iR'1011
19
EXTERIOR (g 19 INTERIOR MEETING RAIL EXTERIOR INTERIOR
@
u)
10 13 1 10 Lu
13 @
O.A. WINDOW 5 SEE GLAZING O.A. WINDOW SEE GLAZING
HEIGHT 14 DETAIL I HEIGHT 14 DETAIL I
PERIMETER PERIMETER 1/4- MAX. d1/4"MAX. AULKCAULKC
EpP,
SHIM SPACE _S
SHIM SPACE
By OTHNERSA F BY OTH
T
EXTERIOR ........ EXTERIOR I . I
FINISH
3/4" MIN
FINISH
By 0
EDGE DISTANCE By OTHERSTHERS
CAULK BETWEEN W -\2X WOOD 4UCK CAULKSETWEEN E.
FIN a 2x woot) STEEL STUDFINA2XWOODBYOTHERS
SUCK
11/2, CONCRETE/MASONRY
BUCK BY OTHERS
3 THREADS OF MIN. #8 TEK SCREW
48 WOOD SCREW MIN. BY OTHERS
INSTALLATION EMBEDME14T ENGAGEMENT INSTALLATION
CAULK BETWEEN ANCHOR
ANCHOR CONCRETE/ MASONRY & 2X
co
14
THERS 3 ci 'nWOODSUCKBY03: m lu
VERTICAL SECTION VERTICAL SECTION f)W&
3 SILL - 2X WOOD BUCK 3,/ SILL - STEEL STUD
FIN INSTALLATION FIN INSTALLATION ALWO09
SHEET: 3 -O,F 5
3/4"MIN.
EDGE DISTANCE
2X WOOD FRAME BY OTHERS
5d ROOFING NAIL
INSTALLATION ANCHOR
2' MIN - —TEMBEDMENT
CAULK BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILI
6 9 19
1731614151
PERIMETER CAULK EXTERIOR
BY OTHERS
O.A
WINDOW
WIDTH
HORIZONTAL SECTION
JAMB-2X WOOD FRAME
FIN INSTALLATION
1/4"MAX.
SHIM SPACE
3/4'MIN.
EDGE DISTANCE
CONCRETEI MASONRY
BY OTHERS
2X WOOD RUCK
BY OTHERS
CAULK BETWEEN
INTERIOR CONCRETE/ MASONRY 1. 2X
WOOD DUCK BY OTHERS
8 WOOD SCREW
INSTALLATION ANCHOR
11/2' MIN.
EMBEDMENT
A
CAULK BETWEEN
jFIN & 2X WOOD BUCK
3 EXTERIOR FINISH19V71UBYOTHERS
SEE GLAZING EXTERIOR PERIMETER CAULKDETAILI
BY OTHERS
O.A.
WINDOW
WIDTH
HORIZONTAL SECTION
JAMB - 2X WOOD BUCK
FIN INSTALLATION
5/8"O.A.
INSULATED
GLASS
EXTERIOR flo) INTERIOR
50* GLASS
GLAZING DETAIL I
NOTE:
GLASS THICKNESS AND TYPE
MAY VARY PER ASTM E 1300
REQUIREMENT CLASS
CHARTS.
zt2 uiknf5
sz
ZN
z
r 0 u- z U-1 >2M
kn
A3 lwcLu
ui
LuV)
Iwo
oc0 m
Z -3 zT u z
SHEET: 40F5
BILL OF MATERIALS
ITEM NO. DESCRIPTION MATERIAL MANUFACTURER FRAME HEAD FRAME SILL FRAME JAMB
I FRAME HEAD ALUMINUM ALENCO ALUM. ALUM. ALUM.
2 FRAME SILL ALUMINUM ALENCO
3 FRAME JAMB ALUMINUM ALENCO
4 SASH HEAD ALUMINUM ALENCO 2.03 2,187-
5 SASH SILL ALUMINUM ALENCO _
T6LOWERSASHIAMBALUMINUMALENCO
7 UPPER SASH JAMB ALUMINUM I ALENCO
1.10 2.802 2
a MEETING RAIL ALUMINUM ALENCO
9 GLAZING BEAD ALUMINUM ALENCO
10 VINYL INSERT VINYL ALENCO
it LIFT RAIL/GLAZING BEAD ALUMINUM ALENCO
12 ILOCK ALUMINUM ALENCO
13 GLASS SHIM VINYL ALENCO SASH HEAD SASH SILL LOWER SASH JAMB3
ALUM. ALUM. ALUM.
14 SCREEN FRAME ALUMINUM ALENCO
15 SCREEN SPLINE VINYL ALENCO
16 SCREEN RETAINER -ALUMINUM ALENCO 0.79 0.88
17 SCREEN
1.334
Ilaa TILT LATCH ALUMINUM ALENCO
19 .5/8" INSULATED GLASS
L323 H 0.752 —
0.904
0 UPPER SASH JAMB MEETING RAIL GLAZING BEAD 10, LIFT RAIL/GLAZING, BEAD @2 LOCK
ALUM. ALUM. ALUM. ALUM. ALUM.
0.107 0.596
1.3511— 1.4411-- -
IF
1.375
5
1 0.87 i 1.596 0.755 0.46
SCREEN FRAME SCREEN RETAINER TILT LATCH
ALUM. ALUM. ALUM.
0.75 0.717
2.65
0.312 0,383 0.8980_3
L4kjqrA=
1;1 IT
tn
0 kn
tn 0
j z
Z
u C).ca " ki Z
0 u-
LU
Lu
e
ccLu a
A3
Ln
DW& #;
A
ca Z
5 OF 5
Ei D
REVISION
PERMIT# 11-le3l DATE -1 ff 8 - / /
PROJECT ADDRESS m C-4
CONTRACTOR 5 6
PHONE# -I( -60- 9,e3 Z3
CONTACT PERSON n rZ-,Od
DESCRIPTION OF REVISION A JlWq-
UTILITY DEPT
FIRE PREVENTION
PLANNING :Z. 11 - I I - OR o rc
r-T-
BUILDING 7/-04/ /,
A - I
FAX #
Ar.,
APPLICABLE CODES
2007 FLORIDA BUILDING CODE EXISTING BUILDINGS w 2009 Supp
LEVEL 2 ALTERATION
2007 FLORIDA BUILDING CODE(S), WITH 2009 SUPPLEMENT(S)
2007 FLORIDA FIRE PREVENTION CODE
2008 NATIONAL ELECTRIC CODE
2006 NFPA I AND NFPA 101 FLORIDA EDITION
FLORIDA STATUTES
FLORIDA ADMINISTRATIVE CODE
SANFORD CITY ORDINANCES
WIND DESIGN
BASIC WIND SPEED --------- 110 MPH
IMPORTANCE FACTOR ----- I
EXPOSURE ---------------- B
INT PRESSURE COEFFIC-- .18
I
PERMIT # - /,--
REVISION
CHANGE WINDOW TO SGD
VILBIG RESIDENCE
141 MEADOW BOULEVARD
SANFORD, FLORIDA, 3277$
321) 960-9323
SCOPE OF THE REVISION:
OFFICE
REMOVE AN EXISTING WINDOW AND REPLACE IT WITH A
SLIDING GLASS DOOR
PERMIT 11-1834 EXISTING - WINDOW REPLACMENT
PERMIT 11-1777 EXISTING - SIDING REPLACMENT
INDEX TO DRAWINGS
I COVER & DATA
2 FLOOR PLAN
3 FRAMING ELEVATION
ANDREW KUTZ
ARCHITECT'-
AR0006491- A- 4ft0,322 385ES
AKU' FL RR.
0, J L 15, 01
REMOVE EXISTING WINDOW AND SHEATHING AND SIDING
IN THE AREA OF THE NEW SGD.
REFRAME AND INSTALL NEW 6'-0' x 6'-8" SLIDING
GLASS DOOR ALUMINUM, WHITE WITH SCREEN
INSTALL NEW 1/2" PLYWOOD SHEATHING, TYVEK HOUSE
BEAMS ABOVE
WRAP AND HARDIE HORIZONTAL SIDING ON THE
EACH 2-240 WITH
1/2' PLYWOOD FLITCH
EXTERIOR.
NAIL PLYWOOD WITH 8D NAILS AT 4' OC ON ALL WOODI I
FLASH THE OPENING TOP AND BOTTOM. INSTALL THE
NEW CONNECTORS. INSTALL 3 112" FIBERGLASS
INSULATION AND 1/2' DRYWALL AT THE INTERIOR
SEAL THE EXTERIOR JOINTS WITH EURETHANE CAULK
TRIM TO MATCH EXISTING ADJACENT WALL AND
OPENINGS.
NOTE THAT ALL DIMENSIONS ARE +/- TO ACCOMODATE
FIELD CONDITIONS
SECURE THE SGD FRAME IN ACCORD WITH DEPT OF
COMMUNITY AFFAIRS PRODUCT APPROVAL FL8976.2
DESIGN OPENING PRESSURES +16.2 PLAN
20.7
SCALE 1/2" = 1'-0*
REPAIR OR REPLACE WITH LIKE MATERIALS ALL
DETERIORATED WOOD DISCOVERED DURING DEMOLITION ANDREWKUTZ
ARCHITECT
AR0006491
40A) 22-3$55
2x4 BLOCKING 0 24" OC
SIMPSON LSTA12 STRAPS
EXISTING 2x4 FRAMING
3 1/2' FIBERGLAS'
INSULATIOl'
OUTSIDE - 112" PLYWOOD S
WITH TYVEK OR EQUAL
WEATHERPROOFING AND
HARDIE BOARD HORIZONTA
SIDING
INSIDE - 1/2" GYP BOARD
TRIM OUTSIDE AND INSIDE
MATCH EXISTING OPENING
SHEATHING NAILING:
8D NAILS @ 6' OC ALL ED(
AND 12" OC AT ALL OTHER
SUPPORTING MEMBERS
EPDXY SET A 1/2' x
ANCHOR BOLT (SIMPS(
RFB) WITHIN 6" OF EACH Sil
OF THE NEW OPENING. DRII
AND SET A MIN OF 3 1/2 " IN'
THE EXISTING CONCREI
BRUSH THE HOLES THOROUGHI
TO REMOVE ALL DUST BEFOI
INSTALLING EPO
FRAMING ELEVATION
SCALE: 3/4' = V-0'
TA12 STRAPS
I
MAW
MILING
A-34
8-8 D x I Ur
DSP
4-10 D x 1 1/2 STUDS
6-10 D x 1 1/2 DOUBLE TOP PLATE
2-10 D x 1 1/2 SINGLE SILL PLATE
LSTA-12
10-10 D
ALL CONNECTORS
SHOWN ARE SIMPSON
CONNECTORS
ANDREWKUTZ
T9RARCHIICTT
00A00 91
C97) t22, 85
A TZ CFL. RiUL5UL15, 1