HomeMy WebLinkAbout1809 Palm WayCITY OF SANFORD
BUILDING & FIRE PREVENTIOND
PERMIT APPLICATION
M 1 0 2016
Application No: V] _7
l3Y :
Documented Construction Value: $ 3 q/,/ 0 76
Job Address: O9 N m J tne:: 1 71 Historic District: Yes No
Parcel ID: 3- \-- ,3-OopO - Op S O Residential [r Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:" COh v er' T 6 6'd-12 f) 6- e
Plan Review Contact Person:
Phone: 150q- jo 7J --?17 Fax:
Title:
Email.: J6rAI 2 SA/JC ,P 7 ate Qa 77. nJP j-
Property Owner Information
Name <401 I rne— ',::3X-r\Ct le 7, Phone: (5-by) (07G(o .
Street: 1 g0 9 PoAyn wcw Resident of property? : `f
City, State Zip: SQ nd ` 3 ot11 r
it"s B' r
Contractor Information
Name
Street
City, State Zip:
Name: -
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
State License No.:
Architect/Engineer Information
Phone:
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 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 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: 51' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, &m— 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.
r -'- to
Signature of Owner/Agent Date
1a 6 rim el 15a,-YIC. I e -7,
Print O /Agt'sNam - -- —
LD-I c,
Signature o N a -St e o FI rd Date
a;Fr ANNETTE SCOTT
Notary Mlhllc - State o1 Florida
My Cc r0res Jan 16, 2018
Co" rF 071766
Bondec ' 'Plary Assn.
Owner/ ally Known t or
Produced ID Type of ID F -- ip
Permits Required:
Construction Type:
Total Sq Ft of Bldg:
14
Signature o Contractor/Agent Date
NA,
Print Conti ctor/Agent's Name
h
Signature o otary-State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Building Electrical Mechanical Plumbing Gas[:] Roof
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 46 1 O 1, UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: ZI -
COMMENTS: Ok
TO
Ov'der Ivo- I ( - 03 .
Revised: June 30, 2015 Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
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 BUILDING DIVISION TO 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 applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she 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 license 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
p 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 within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
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
have the licenses by law and by city ordinance. employ required
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
I agree that, as the party legally and financially responsible for this proposed construction 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/dbpr/pro/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 havethatI 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
fJ 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 Address: \ % Q)0 F
cork e- 7, , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature of Owner -Builder
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
an
Construction Materials
Shopping list
Electrical:
1 Gang blue plastic interiors
Carlon 18cu. Plastic round ceiling elect. Box
Carlon 135cu. In 2 gang plastic
Raco 13cu. 1 gang metal handy wall electric box
Steel City 15.8cu metal ceiling electrical Box
Wire 12 (12x2) 250 ft.
Cooper wiring devices 125volt. 15amp
Raco 1ganng rectangle metal electrical box cover
Cooper wiring devices 10 pieces 15 qmp
GFI paq.3 125 volt. 15 amp.
Stud. Support brackets
Stud. Support brackets (small) paq.30
Recessed light housing 6" IC
Pluming:
Pipe 2 inch. X10 280 PSI PVC
Pipe 3 inch. X10 280 PSI PVC
Pipe 1 1/2 inch. X10 280 PSI PVC
3/4 CPVC hot/cold loft. 100PSI
1/2 CPVC hot/cold 10ft. 100PSI
OATEY 4ft.oz. CPVC cement and primer
CPVC 900 elbow paq. 20 unids 1/2"
CPVC 90' elbow paq. 10 unids 3/4"
CPVC coupling paq. 20 unids 1/2"
CPVC coupling paq. 10 unids 3/4"
CPVC Cap 1/2" paq 10 unids
CPVC adapter paq. 10 unids
CPVC straps 1/2" paq. 5 unids
CPVC straps 3/4" paq. 5 unids
PVC 2" Trap fitting
Shower pan liner
Shower pan liner cement
PVC shower drain
3" toilet PVC flange
sub -total: 303.64
sub -total: 356.93
Interior Walls:
Drywall 1/2 white
Drywall 1/2 green
Tape
Self-adhesive joint tape
Screews 1 1/4" 25lbs.
Joint Compouns 20min.
Joint Compouns 5min.
Texture bag
2x4x10 Pressure treates
2x4x8 Pressure treates
2x4x10 Framming wood
2x4x8 Framming wood
Furrys P/T
Prime 5 galon bucket
Flat paint 5 galon bucket
Gloss paint 1galon bucket
Doors:
36"x80" Steel Prehung entry door
Front door lock
Interior doors 30"
Interior door 32"
Pocket door hardware kit (32" door)
sub -total: 1,061.22
sub -total: 622.97
r
Total: $ 2,344.76
N THIS INSTRUMENT PREPARED BY -
Name: //1,1
Address• U
5" Yl
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSE? SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
SK 8647 Pq 572 (1Pgs )
CLERK'S T 2016025338
RECORDED I13/],li /21.116 09.5'; . i:6 All
RECORDING FEES $10.00
RECORDED BY hdevare
Parcel ID Number: 3 , ,. >I. w3 - ccDo '- UCH jc,
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following infomiation is provided in this Notice of Commencement.
DESCRIPTION OF PE TY: (Legald scr' do of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
OWNER INFORMATION:
Name: •T, il- t r,—
Address: 13Ce\ 96Am wcUi S tn 'c I ,. :32-171
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: /A
Address:
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: IV A-4
Address:
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 5 p.
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY ,-, jrS• °
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. " y
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true.`•.
to the Pest,of my kno edge and belief. aha
rxcL Gi Z Q:vynQ— JC".•h&I rL ••
Owners Signature V Owner's Printed Name w
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' c
0
w
CStateof
E I 'ICI County of _1 t 'd.)U' a
2
II,h ' iTheforegoinginstrumentwasacknowledgedbeforemethis day of _ ' C c 1 .20 G
by Ct i G 1\ it .ke Z Who is personally known to me
Name of person making statement
OR who has produced identification type of identification produced: 1- L- D L
nri
ANNETTE SCOTT
Notary. Publk - State of Florida
My Come-'EXPIM Jan 1 6. 2018 Notary Signature`
f°F Comlplasion / FF 071760
Banded itrag111rfonal Ngtay Aun.
Co
a
e
o:
APPLICATION FOR IMPACT'FEE STATEMENT--.....
E COUNTY -
Check one box.
ALTAMONTE SPRINGS LAKE MARY FrSANFORD
CASSELBERRY (East of Hwy 17 & 92) LONGWOOD WINTER SPRINGS
CASSELBERRY (West of Hwy 17 & 92) OVIEDO CENTRAL FL RESEARCH PK
Site Street Address: %q,QPk QaSm 3a1_7k
Tax parcel I.D.# : Legal Description Attached
Subdivision Name: Lot: Block:
Owner Name: czX m Z J 6%e_ti
Mailing Address: wE64 If L - 3 a. -I -11
City: Is a_f\ State: F\ Zip: 3a-1-71
Phone: CSo4 Sk-Tf0 Fax. no.: —
Contractor Name: 1.1 /A .
Mailing Address:
City: State: Zip:
Phone: Fax. no.:
Protect Name: Building Name:
Proposed Residentail Use: (Check one)
Single -Family Duplex Townhome/Condomin'ium Mobile' Home Apartment
List the number of dwelling Units: Numbet'of Buildings:
Proposed Nonresidential Use:
List the use and size of Building: (Example: Restaurant, medical office, general office. If a mixed use, list all.)
Use # 1 Size Use #3
Use #2 Size Use #4
Size
Size
Proposed Change of Use: (Applicant may be entitled to impact fee credits for prior uses.)
This use replaces a use of: Size: _
Size:
Yes No If within the City of Altamonte Springs, is a fire sprinkler system proposed?
If yes, please submit construction drawings indicating the sprinkler system.
NOTE; .: Please submit a site construction and 'building floor plan,, with the- application.: ,,lt will ,be
retuinL-dto you once the assessment is cb)r plete: .
OFFICE, ,USE ONLY
Statement no. Date: Input by:
Comments:
LApd\pmjects\impact fa-MASTERS\City impact fee fomt.doc
Revision City of Sanford
Response to Comments APR 2 0 2016 i Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
BY: ( Email: building@sanfordfl.gov
Permit # 16 7 7 Submittal Date
z/ - o? O - D l6
Project Address: / S 0 f 19 IM w,4 -,o R 7 7 7
Contact: 1 q I'm e S/- /,-C %G
Ph: ,T OJ" - 6 7 6 — $ 7 6 Fax:
Email:J14 7- 3 6a ®qTr NeT'
Trades encompassed in revision:
BBuilding
lumbing ,
0 Electrical
Mechanical
Life Safety
L9 Waste Water
Department
General description of revision:
N<Tc.,J SPA D l- f /.-;z 0 S
ROUTING INFORMATION
Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
11 Building -5r W.2741
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-774
Date: March 17, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: JamieSanchez360(a),tt.net
Project Description: Convert Garage to Living Space
Job Address: 1809 Palm Way
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
1. Please provide a structural wall detail for closing in the space where the existing garage doors are
located.
FBC 107
2. Please provide a structural wall detail for the new door that will be installed, including the requiredheader.
FBC 107
3. The kitchen, as labeled on the plans, is required to be equipped with a cooking appliance. Please show a
cooking appliance and electrical requirements for the appliance on the plans.
FBC 107, FBC 1208
4. The A/C system is indicated as existing. Please provide a duct layout showing the existing ductwork to
verify code compliance. If any new ductwork will be installed, please label as new on the duct layout.
FBC 107
5. In accordance with the 2014 Florida Energy Conservation Code, the ceiling is required to be insulated to
a minimum R-30. Please provide a note on the plans addressing the ceiling insulation.
FBC 07
6. Please provide the size of the windows so egress requirements can be verified.
FBC 107
7. Please provide a note on the electrical plan that arc -fault protection is required for receptacles in the
bedroom and living area.
FBC 107, NEC 210.12(A)
8. Please provide a note on the Electrical Plan stating all receptacles must be tamper -resistant.
FBC 107, NEC 406.11
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.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey a,sanfordfl.gov .
Respectfully,
Steve Morey
Residential Plans Examiner
2-
REQUIRED INSPECTION SEQUENCE
RP#
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
p Zp SIab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
L o Frame
Insulation Rough In
Firewall Screw Pattern
p Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Buildin (Other)
Address:
ELECTRICAL PERMIT •<: r - y ^n . .ti r
min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
17 y,{1
f_'#+',
i _
4..-r.a.Rr..M.M•-..4 Y..iei
Min Max Inspection Description
o Plumbing Underground
Soto Plumbing Sewer
Zc Plumbing Tub Set
Plumbing Final
MECHAN ICAL IPE RM IT J
Min Max Inspection Description
10 Mechanical Rough
Mechanical Final
0
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
JEUMEN(a) Steel
STEEL, STEEL EDGE DOOR
6'4" N18'-0" SINGLE OUTSIN MG OPAQUE IWACT DOOR
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA
CURRENT BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE' (WHZ) REQUIREMENTS.
2. WOOD BUCKS, BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WNJ_ DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
FOR 6'8' WOOD FRAMES - SEE TABLE SHEET 1
FOR 8'0' WOOD FRAMES - SEE TABLE SHEET 1
6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE
AS PER ASTM-E331.
7. SEE DESIGN PRESSURE TABLE h NOTES BELOW REGARDING
WATER INFILTRATION REQUIREMENTS.
DOOR LEAF CONSTRUCTION:
Face shoehe 24 ga. (0.020') minimum thickness, Galvanized
Steel A-525 commercial quality - AKDO per ASTM 620 with
minimum average yield strength Fy-26,240 psi.
Core design: Expanded polystyrene with 1.0 to 1.25 lbs.
density, by JELD-WEN.
Panel Constructian: Steel face sheets glued to expanded
polystyrene (EPS), with steel top and bottom role and
steel stiles with a wood lack block reinforcement. The
hinge stile contains a MDF board for added hinge support
Frame Constructlon (Both Frame T)oes): The hood jambs
and side jambs are mortised, butted and joined using (3)
7/8' x 2' wire staples. An bumper threshold OUTSWING
threshod was unib7ized at the sill. An optional aluminum
Alit threshold Is available.
TABLE OF CONTENTS
SKI" DESCRIPTION
1 TYPICAL ELEVATIONS do GENERA_ NOTES
2 VERTICAL CROSS SECTIONS h BOM
3 HORIZONTAL CROSS SECTIONS
4 ANCHORI I OK;A1 1UNZ, k DE ALS
5 UNIT COMPONENTS
X-1 3/4' OA _
MAIL FRAME WIM
3' OA
MAX PANEL WOM
3'-1 3/4' O.A.
3' OA
1NX. PANEL wIOTN
d 27
e o
r o
b
I
6'8" SINGLE OUTSIIING UNLT__(X)
SCALE: 1/2" =1'—O"
NOTE: USE OF ITEM 11 MEETS WATER
INFILTRATION REOUIREIRENTS UP TO A DESIGN
PRESSURE OF +70 PSF (UNLESS VALUES IN
DESIGN PRESSURE TABLE TO RIGHT GOVERN)
ocr)
0tb
Z_ O J¢ M
Q. WWGGo Zo3gaaVIED/
0
M to q 6
Nc
d M Y a Y SANFORD
O
AARTN
z .
3
a
f
C1
n16
774000-
t:J
J 00 Z
J U)
47 i ~ m
O N GO
W W Z Q m
O
U2 8'O"
SINGLE OUTS)rING UNIT (X) ovmRANG SCALN.• 1/
2" =1'—O" LENGTH I
1
I ' .. • I .. / •l./i1 iN:1,. •
1. a,41 r : I DESIGN PRESSURE
RATING WHEK WATER
KMLTRATIOR REpEE1Ea IS
R®m WHERE UUM
4ELTRATMN FIEMMEMEW 6
NOT IEIDm 6'8- (
X) 70.Opsf 80.Opsf 80.Opsf 80.Opsf X) F8
61.Opsf 65.Opsf 61.Opsf 65.Opsf Dlgnally signed
by Hermes F Noreo, PE. Reason: I
am approving this document Date: 2015.
04.10 0909:59 -04'W Ld nann
jhQ :
PRODUCTHASNOTBEENRATEDFQRAiWATERINFILTRATION
UNLESS USING REM 1 o o 0 fF IFAUTHORITYHAVINGJURISDICTIONREQUISTHATPRODUCT
MEETS THIS REQUIREMENT, PRODUCT SHALL
BE USED WHEN INSTALLED OVERHANG SUCH
o !2
o 0o
2 a
a o
W m
Q
O AT
LOCATION
Q1 BY THAT 0
KAT10 = OH LENGTH + OH HEI
T. O O Q
O
HERMESF. NORERO P.E.
NO. 73778 DATL. 12
07 07 sic NOTED
7 FLORIDAONO.
IMr:
EAG aI By.
SAFFE DRWNG NO-'
DC9970 ONAt
G%
CAM newu`uoDOOMOH _ IRlIII1111\t
r n MEM rt
900I SMEf 1 OF 5
00(o
3/4"
EDGE
3/4" MIN.
EDGE DIST.
2 1/2" MIN.
w EMBED. 1 1/4" MIN.
m 9 EMBED Y
r 2! 31 •a • x
N
N
32 T `
3
SEE DETAIL JA SEE DETAIL A
ON SHEETON SHEET 5
18 13
z26z
zz 33
N 16cn in
J 55
00cn OD 00 OD
00
tD O
CD OD \\
N N 'oW
n
n om mrn
m rn I I
N tl miD N tl
OD o
000 XX I I
I I (D m
D a0 2 x
x 2
La O
U C9 Z Z W_ W_
W W
a axx
W W
WW
00
4?
00 Y6
00
1 1/4" MIN.
EMBED
2 1/2" MIN.
EDGE DIST.
A
9
2 HOOD PR KE INSTALLATION SCALE.- 3" =1--O" 2 CONCRETE INSTALLATION SCALE: 3" =1'-O"
ISE
4
z .: ..
m 2 1/2" MIN.
9
w EDGE DIST.
Oi`S`S/ONAI E G%2`:
11nn11110
HERMES F. NORERO
FLORIDA P.E. NO. 73778
uoo Dram W-
a0 VW www WON ala
m rlat n pm•
o
0
Jm
J
Z 0Qc`?
2E W co
ut Y
jMYa
12107107.
AS NOTED
BY: EAG
Br:S. SAFFE
Mc No:
DC9970
r 2 . 5_
37 3/4" MAX. FRAME WIDTH 32
36' MAX PANEL WIDTH 31
22 4
21 25 26Q 5
20 23
16 26 20
16 SEE DETAIL A j
13 INTERIOR ON SHEET 5
1
27 2
1 /4" MAX. SHIM SPACEti1/2" MIN. EMB. 1 1/2" MIN. EMB.
A Z SIN T P
3 HOOD INSTALLATION SCALE.• 3" =f'—O"
v
2 1/2" MIN. SEE DETAIL A — INTERIOR v ' v
EDGE DIST. d
ON SHEET 5 2
1 1
1/4" MAX. SHIM SPACE--
1 1/4"
1 1/4"
MIN. EMBED.
B
g CONCRETE INSTALLATION SCALE:
2 1/2" MIN.
EDGE DIST.
EMB.
36- MAX. PANEL WIDTH
ao ao a 013
00 00 0
a
FA
00
OA o
9100m1® nn0
0 $ ONE
a
II
F.
0
n
0 O1.
J 0m
a Cc
Z o J (7
ZW OD
W Y ao
3g¢
o^to
MY0-
HERMES F. NORERO DATG12 07 U/
FLORIDA P.E. NO. 73778 Saxe AS NOTED
om up EAG
ov. arS. SAFFE
oRM" NO.:
DC9970
uao oos
3 of 5
9 1!
9 1!
9 1
9 1
9 1
9 1
9 1
1
6'
6
6'n
00
DD
N
6
E
8 9/16' 8 9/16'
SEE DETAIL D
6.
I 1 _
7 9
Tom.
I
o
in
7 9 \
W
ANCHORING LOCATIONS
6 '8" OUTSIIING SINGLE UNIT (X)
SCALE. 1/2" =1--0"
SEE DETAIL A -L
6' 1 —
11-0 1/
7 9
1/4" 4
5'
1'-0 1 /4"
1'-0 1/4
7 9
TP -
1'-0 1 /4
O1'-0 1/4'
B
SEE DETAIL B
1'-0 1/4" C C VTYP.—
SEE m-reu n
8
6'--i i- i 6---1 r—
ANCHORING LOCATIONS
8'0" OUTSIIING SINGLE UNIT (XJ
SCALE: 112"
ITA[i C
nR7 A/1. n
SCALE.- 3" =1'-0" SCALE.• 3"
3
SEE DETAIL C
OD
0
J Q
DETAIL A m
z0¢C?
Z UJ QD
W Y = OD
3g¢to
Ll11 M Y 0-
Uz
3
Z
00La Ld
O
WZ OJQEn
Lu
J = W •oo Z
co 0
e
1111
F. ' t0 nw In zO
HERMES F. NORERO
FLORIDA P.E. NO. 73778
oAh:72 07 07
7 _ -* _
scxt::AS NOTED
orr— ar: FAG
cmc er:S. SAFFE
DRAWING NO.: p0ctcs ...... P
tj:` DC9970
S/ONA%-E`N; ?
aao oio s .c
rn Rmon'n 9EEI 4 OF 5
1
3/4.
4— 2 3/16" -I
1FINVERMIEM PIER
SCALE.- 6" =f'-O"
2
3
13 SCALE 6" =f'-O"
2 SCALE' 6" =f'-O"
4"
N
O O
1/16" (Min)
SCALE. 6" =f'-O"
1 3/4-
r —1 1 1 /4"
18 20 SCALE 6•• = -O"
4"
4— 2
1/2"
I 1
10 SCALE. 6" =f'-0"
18 3/4' for 8'-0" DOOR
11 3/4" FOR 6'-8" DOOR
1/4"
3- /0
IA. VARIES WfTH
HARDWARE USED
21 '2 SCALE• 8" =1'-0"
r 1 3/4"
r ,
1
In n I 1 3/16"
19 SCALE• 6" =f'-0"
O
co
010
m O
ZOQM
a lL (V
THRESHOLD
11 GoZYG
SCALE. 6" =f'-0" g
Lu
r--R///%//
UPPER THRESHOLD126" =f'-O"
c
SCALE.- 3
rn
o=)
0o F
1 3/16' J Z
T w z oa
1
JW
2
23 s"
CoIN
rc
SCALE =1'-0"
Co
3/16" C-SINK. —
DPsTA/L
ALE•
A
SCf/4" =f'-O"
C'
HERMES F. NORERO wh: 12107107
Z 0 FLORIDA P.E. N0. 73778 SrAE AS NOTED7 _
mm By. FAG
v . T/lT =
pOc'• NC
ax. er:S. SAFFE
DRAwMc NO.:
WNAIEaG aw""wDWow C9970`
sErr
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A.
WINDOW
HEIGHT
EXTERIOR
SEE GLAZING
DETAIL 1
3 THREADS MIN.
PENETRATION BEYOND
STEEL STRUCTURE #8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
MIN 20 GA. STEEL FRAMING
BY OTHERS
v4
SHIM SPACE
3/4' MIN.
EDGE DISTANCE
8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
MIN 20 GA. STEEL FRAMING
BY OTHERS
3 THREADS MIN.
PENETRATION BEYOND
STEEL STRUCTURE
SHEATHING—'
7/8' O A. INSULATED GLASS:
BY OTHERS
1/8" ANNEALED
0.090' SOLUTIA PVB INTERLAYER
1/B' ANNEALED
AIR SPACE EXTERIOR FINISH
1/8" ANNEALED BY OTHERS
O
INTERIOR PERIMETER CAULK WINDOW
BY OTHERS WIDTH
J VERTICAL SECTION / L HORIZONTAL SECTION
5 JAMB - STEEL STUD FRAME
1 1/4' MAX 3/4" MIN.
SHIM SPACE EDGE DISTANCE
PLY GEMWINDOWS
433 R MAIN ST . /0 WX 5"
ROCKY MOLW. VA 2401
INTERIOR PR 540 "346 FX 540+44-6W
M04
SEE GLAZING Y H c N 25 $
DETAIL 1 w ygth
p j eL
a Q <
Of < w va
V,m< w
N
w O O ZZ R10DA,
LL
w
at <
uio
EXTERIOR y w O° 4o
of a
Q NN
5 HEAD - STEEL STUD FRAME I I 4312 FIN V)
4812 FIN
1/2' MIN. GLASS
BrTE
SEE GLAZING
SHIM SPACE O
H 2
LbZ
DETAIL 1 GE MOMENTIVE
3/4' MIN.
EDGE DISTANCE r p WQ
1 EXTERIOR
OA
WINDOW
HEIGHT
RTV5 18
SILICONE
INTERIOR
GLAZING DETAIL 1
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS /
SHEATHING
BY BY OTHEERS)
1/4" MAX. 3/4' MIN.
SHIM SPACE r EDGE DISTANCE
MIN 20 GA. STEEL FRAMING
BY OTHERS
3 THREADS MIN. #
8 SELF -TAPPING SCREW
PENETRATION BEYOND INSTALLATION ANCHOR
STEEL STRUCTURE
I VERTICAL SECTION
5 SILL - STEEL STUD FRAME
12 FIN
S O8SELF -TAPPING SCREW v
INSTALLATION ANCHOR o 0N
STEEL FRAMING
s8Y;`THERS LL
INTERIOR
ETRATION ONDTESELSTRUCTURE0 as t* SHEATHING
BY
OTHERS EXTERIOR
FINISH ty '• O, BY
OTHERS SEE
DATNG DETAPERIMETER CAULK N
T m3! ... ui BYOTHERSEXTERIOR
p A Q
o 3 izz0 I'D Y S uN Z WINDOWDWG #:
WIDTHHORIZONTAL
SECTION PGW036 5
JAMB - STEEL STUD FRAME SHEET: 5 OF 5 4912FIN
INSTALLATION NOTES.
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE)MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16
INCH fTW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH
MINIMUM EMBEDMENT.
5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 010
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM PENETRATION BEYOND STEEL STRUCTURE.
4. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 98
SE -TANG SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM 'ENETMTION BEYOND STEEL STRUCTURE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED.
9 FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS 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 LESSTHAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A - CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
C. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 20 GA WALL THICKNESS.
PLY GEM WINDOWS
BUILDER SERIES 471214812 SINGLE -HUNG
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDRWCSA 101/1SI/A440-05
ASTM E 188"2/05
ASTM E 199&AW05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE, BUCK DESIGN AND INSTALLATION 15 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. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE IN WIND ZONES 3 OR LESS.
6. WINDOW FRAME MATERIAL ALUMINUM 6W3-T3
7. GLASS MEETS THE REQUIREMENTS OF ASTM E13W GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
DESIGNATIONS 'X'ANO '0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
IMPACT)
TAPE OF CONTENTS
SHEET ION SHEET DESCRIPTION
I GENERAL 6 D45TALLATION NOTES
2 rA ELEVATIONS ANCHOR LAYOUTS
3 4712FL VERTICAL 6 HORIZONTAL SECTIONS
4 4712E VERTICAL 8 HORIZONTAL SECTIONS
5 A 612F VERTICAL, HORIZONTAL SECTIONS 6 6LAZIN6 DETAIL
OVERALL SIZE MISSILE IMPACT
PRODUCT DP RAT"
RATINGWIDTHHEIGHT
LARGE AND SMALL
4712F IR 53' 72' 50 /- 57 PSF MISSILE RATED
LARGE AND SMALL
4712FL IR 53' 72' 50 /- 57 PSF MISSILE RATED
LARGE AND SMALL
4812F IR 53' 72' 50 /- 57 PSF MISSILE RATED
LARGE AND SMALL
4712E IR 48' 84' 50 /- 57 PSF MISSILE RATED
LARGE AND SMALL
4712FL IR 48' 84' 50 /- 57 PSF MISSILE RATED
LARGE AND SMALL
4812F I12 FW784' 1 + 50 /- 57 P5F MISSILE RATED
O' PLYGEM
WINDOWS
433 FL PRAM ST , PO &OX 559,
ROCKY MOUNT, VA 24151
PH: 540-484{344 FX 54044 -660
N_
G m
WNfF H jm
SHw2Rp Z
o
N2om
d=ai
nLU 4 i maLLUm
LU
N m =
N f W pz
LLUU
a
LaI
rn La I
001 IT
W
aa
N N
m Z v)
3: v ZZ
Digitally signed by Hermes F. Norero, P.E. DWEI s:
Reason: I am approving this document PGW03(
Date: 2015.05.15 13:21:14-04'00' SHEET: 1 OF 5
UNIT MAX
WIDTH 53.00'
D.L.0 MAX.
WIDTH 49 44'
3 4 5
e D
5 3 .0.
UNIT
MAX
HEIGHT
72.00' H
4 .X.
A E I
3 4 5
SASH MAX
WIDTH 51.25'
ELEVATION
D10. MAX.
HEIGHT
33.25'
ASH MAX.
HEIGHT
36.31'
SEE ANCHOR
SEE ANCHOR SCHEDULE
SCHEDULE
D.L.O MAX.
WIDTH 44.31'
Kw D
5 3
UNIT
MAX.
HEIGHT
84.00'
SEE ANCHOR
SCHEDULE
SEE ANCHOR
SCHEDULE
ANCHOR LAYOUT
UNIT MAX.
WIDTH 48.00'
PLy GEM
J WINDOWS
5 433 N MAIN 5T, PO BOX 50,
F ROCKY MOUNT, VA 24M
3 4
H 54044"346 FX 540-464-6W
0.
D.LO. MAX
HEIGHT
m
w Y =
45.56'
a ~ SASH MAX.
HEIGHT
35.88' a w o< 6 LL
4 `x- 6w Lw
cc m<
So
3 4 5 F4
W 00,
w > d mw0
w mWday
N
3 4 C4
I T Z
5 m u
V) SASH MAX.
WIDTH 46.25' Z u
Z
ELEVATION O 3:
H o
v
w n o
N
U_
EDGE HEAD SILL JAMB O.C. CORNER
INSTALLATION QTY PER SUBSTRATE
EMBEDMENT
DISTANCE O.C. DISTANCE O.C.015TANCE DISTANCE DISTANCE
ANCHOR TYPE TYPE LOCATION IN.)
IN.) IN.) IN.) IN.) IN.)
8 SELF -TAPPING FIN I STEEL STUD 3 THREADS N/A 12 12 9 4
3/16' ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 18 4
10 SELF -TAPPING FLANGE I1 STEEL STUD 3 THREADS N/A 20 18 4
LL .
m Z CA Z J V7
N Z of YLL
oN 3 _= QZ
0 0
2 OF 5
3/16' ITW TAPCON
INSTALLATION
ANCHOR
CONCRETE/ MASONRY BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY A IX
WOOD BUCK BY OTHERS
IX WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4' MAX.
SHIM SPACE
3 THREADS MIN.
PENETRATION BEYOND
STEEL STRUCTURE
EDGE DISTANCE #10 SELF-TAPPLNG SCREW
INTERIOR
INSTALLATION ANCHOR
MIN 20 GA. STEEL FRAMB46
BY OTHERS
SEE GLAZING
1 1/4' MIN. DETAIL 1
r EMBEDMENT
PERIMETER CAULK SHIM / 1
r
SHIM SPACE
O.A. BY OTHERS
WINDOW
HEIGHT
i SEE GLAZING
INTERIOR
EXTERIOR DETAIL
g VERTICAL SECTION
3 HEAD - IX WOOD/CONCRETE/MIASONRY
4712 FLANGE
EXTERIOR
SEE GLAZING
DETAIL
1
O A.
WEIIW
HEIGHT STRUCTURAL GRADE
SILICONE BY OTHERS
INTERIOR
1/4' MAX.
SHIM SPACE
3/4' MIN.
EDGE DISTANCE
EXTERIOR
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS O.A.
PERIMETER CAULK WINDOW
BY OTHERS WIDTH
p HORIZONTAL SECTION
3 IAMB - STEEL STUD FRAME
4712 FLANGE
1 1/4' MIN.
EMBEDMENT
1/4' MAX. CONCRETE/ MASONRY BY OTHERS
SHIM SPACE
CAULK BETWEEN
CONCRETE/ MASONRY 6 IX
WOOD BUCK BY OTHERS
INTERIOR 1X WOOD BUCK
BY OTHERS
3/16' ITW TAPCON
INSTALLATION ANCHOR
2 1/2' MIN.
EDGE DISTANCE
BY OTHERS
1X WOOD BUCK+- • SEE 6LA2ItJ6
BY OTHERS - DETAIL 1
BY OTHERS
EXTERIOR FINISH
CAULK BETWEEN
EXTERIOR PERIMETER CAULK
CONCRETE/ MASONRY 61X O.A. BY OTHERS
WOOD BUCK BY OTHERS f WINDOW
CONCRETE/ MASONRY BY OTHERS NTH
A VERTICAL SECTION C HORIZONTAL SECTION
3 GE
SILL-1XWOOD/CONCRETE/MASONRY 3 JAMB 00%MAwNRr
4712 FLANGE
PLYOEMWINDOWS
433 N NAII+ST. ro AOX 559,
RoCIY YOLW. VA 24151
PR 540-+e4e346 FX 540-4&4-6643
comm
0-4> X
w S.eO
ut w.C
c 0 co
w < M S
G
w N 7 - Y
ui O A
Ji- d m
w m
cl
1{FJ
N_
L7 NN
LL F _
N-tom. H
A y•••* PROF``
N m m1 w
N Z C 3L u- -c FN"
pN 3%D =S vZ
n U
SHEET- 3 OF
3 THREADS MITI. 1/4' MAX.
PENETRATION BEYOND SHIM SPACE
SHEATHING STEEL STRUCTURE 8 SELF -TAPPING SCREW 3/4' MIN.
BY OTHERS INSTALLATION ANCHOR EDGE DISTANCE
EXTERIOR FINISH
MIN 20 GA. STEEL FRAMING
BY OTHERS
BY OTHERS 8 SELF -TAPPING SCREW
PERIMETER CAULK a INSTALLATION ANCHOR
BY OTHERS
MIN 20 GA. STEEL FRAMING
BY OTHERS
O A. 1 1/4' MAX. 3/4' MM
3 THREADS
WINDOW SHIM SPACE EDGE DISTANCE PENETRATION BEYOND
HEIGHT
SEE 6LAZIING—
f
STEEL STRUCTURE
SHEATHING'-.
DETAIL 1
EXTERIOR INTERIOR BY OTHERS ._ ... ', ..:
EXTERIOR FINISH :..
BY OTHERS
y
PERIMETER CAULK O.A.
BY OTHERS WINDOW
WIDTH
F VERTICAL SECTION GQ HORIZONTAL SECTION
4 HEAD -STEEL STUD FRAME 4 JAMS - STEEL STUD FRAME
4712 FIN 4712 FIN
SEE GLAZING
DETAIL 1
EXTERIOR
O.A.
WINDOW
HEIGGHT
1-
1 INTERIOR
1/4" MAX
SHIM SPACE
PERIMETER CAULK 3/4" MIN.
BY OTHERS EDGE DISTANCE
EXTERIOR FINISH
BY OTHERS MIN 20 GA. STEEL FRAMING
BY OTHERS
SHEATHERS
BY #
8 SELF -TAPPING SCREW
OAR' 3 THREADS MIN. INSTALLATION ANCHOR
PENETRATION BEYOND
STEEL STRUCTURE
VERTICAL SECTION
4 SILL - STEEL STUD FRAME
4712 FIN
EXTERIOR
VERTICAL SECTION
4 MEETING RAIL
ok PLy GEMWINDOWS
433 N MAIN ST. FO WX 09,
ROCKY MOUNT, VA 24IN
PR 540-494i344 FX 74GA44-66&3
INTERIOR O q1+1
N
SEE GLAZII,* w S2^ g vi m
DETAII 1 w = at = x
a W-
j NN. 0m-C
4D
Lu
z
N Nft Q Z
a x Nat
mwc
r
m
EXTERIOR
W N
N
o
Z
m
Z Lu
O Z
F-i ZO c=i
uH
Lu Lvu) o21
INTERIOR
LL
3t
ZCA
3
Lu
NOC7°Z m
fV $ _ _ 'i Z
0 o v
WG #:
PGW036
IEET: 4 0F 5
1
f
MAR I 2016
BOUNDARY SURVEY- --`
Legal Description: Certified to/ for the exclusive use of. Flood Insurance Rate Map: atI5, BELAIR RULAT, --dmX b the pl., I...Saoch- Caa,
nuun• tunbcr. 120294 Pa L OD70 th—f6 r—,dad m Plat Book 9, PM. 33 0—sh Emb.- Hams ;_Dons, Inc S.M. F flood kr. 1 e Rom X4, ofthe public,ec-I& of SemoW1 Carry, FImds- - CtIy Titk S—ir ,LLC mP AI
Itan \aims] 7-de I D—d Sep,entbc, 214 2007 FI-d lane - X LOT-
4 PROPOSED AREA LOT-9 TO
REMODEL/NV N90
00.00 E 125.00- (M Frr
ro B N90 00'00 E 125. 00' (P) r Sa
fac f z• L9/
761 a
r.n• c n aea 1.
n CLYVL fi A
p
1
f0 73
e7• » 8
LOT-
5 &20• m• - z7
yEs. 0.
GONG A P9 "° 4.
2d gcRE DIs aos
N of I
C
y OO Y1C RE *
80g . g° o . LOT-10 dos
00 R
00
4.o0 o
37 b0• •-GANG
O
P OOORf4£'.
00 K•
ViU) 74-
69• _ IS
FN
8M6702• e 700 ,
N
7/2• N90
00'00'E 125.00' (P%% W
N895922125.03' (M) EDGE
OF PAW -MEW N
COLRT $$
ET 60.
00' TOTAL R IV PER PLAT) w
ASPHALT PAV MENT SCA&
130 PARCEL
ID# 31-19-31-503-0000-0050 SCOPE
OF WORK THIS
PROJECT CON515T IN CONVERT EXISTING DODLE GARAGE IN
A LIVING AREA WITH ONE BEDROOM, ONE BATHKOOM, AND
OTHERS AREAS AS SHOWN IN THIS PLANS. NEED ELECTRICAL AND
PLUMBING WORK. MECHANICAL WOKK 15 EXISTING. PARCEL
I D# 31-19-31-503-0000-0050 NOTES:
f3Y-
APR
2 0 2019 DE51GN
FARAMETEK5: fto Basic
Wind Speed (3 seconds gust) ......140 MFH Wind
importance factor ......................1.0 Building
Category ............................... II Wind
exposure ............................... ± 0.18 Design
wind pressure ........................ 30.51`5F CON5TRUCTION
CLA551FICATION: Construction
type ............ V '1V11 Reoidential
Alteration - Level 2 Unprotected,
Un5prinklered Exterior
construction ..... Blocks Roof
and decks .....Wood decking / 5hingle5/ Truss Existing
area ................. 672 S.f. ADDITIONAL
AREA ........ 0 5.f. "c SANFORD
1
6 - 7 7 4 TH/
5 PLAN,5 HA BEEN PE5/GNEO /N ACCOPOANCE W/TH ANO
MEETS THE REQUIREMEN7-5 OF ALL APPL/CABLE FOLLOWING
COOE5.- FL09/
0A BUILDING CODE2014 FLOR/DA
BUILDING CODE EXI57/N5 13UILD/N65 2014 NA TIONAL
ELECTRIC CODE ( NEC) 2011 FLORIDA PLUMBING
COOE2014 FLOR/DA
MECHANICAL COOS 2014 FLOR/DA
FIRE PREVENT/ON CODE 2014 - 57-H ED/T/ON AND ALL
APPLICABLE LATE5TCOOE5 DESIGN GROUP
473 CITRUS
LN MAITLAND, FL
32751 P (407)
651-2950 F (407)
681-2951 Date: 04/
10/
2016 Thompson Engineering
Group. Inc.
dP I
4
L
Michael
omvoon.
PE
No
24'-0"
TA/C
99-ro
SLIUING DOOR SLIDING DOOR
FXl,S_M-6 FLOOKP
1/4" = 1'
R"ll"
I i
NOTE:
ALL INTERIOR CEILING
MUST BE INSULATED
WITH R-30 GATT
INSULATION
6'-71/2"
2'-1"
L NEW \
3066 j
24'-0"
XISTI C
l A/C
EXISTI NC
A/C
4'-3"
5'-0"
2868
NOTE:
ALL EXTERIOR WALLS MUST
HAVE FURRING 5TRIP51"X2"
PT AND INSULATION
TYPE R-4.2 PAPER
W/ VAPOR BARRIER
9'-6"
EXISTING
5'-2"
W.
NEW
BEDROOM WINDOW
36X63
11'-0" /
11'-6"
ol- DINc
SANFORD 6— 77 b
A,
1/4" = 1'
1)
DE51GN GROUP
473 CITRUS LN
MAITLAND, FL 32751
P (407) 681-2950
F (407) 651-2951
Date:
04/10/2016
ThompSon,Engineering
Group. Inc.
4ichael Thompson. PE
0
A/C NOTES:
REMOVE ALL EXISTING DUCTS
AND REPLACE FOR NEW AS
INDICATED ON THE PLAN
r-= I
ry i T1\L 1,4 Tin ryic Kil--
1/4"=17
VENT TO ROOF /
t / 21
TO EXISTING
2„ I 02 SEWER
Z51NKCONNECTION
SINK '
0 2'I1 2"
TOIL T
P13"
0 2" 0 2'
SHOW R
WASHERf "ZO
PLUMBING NOTES:
THIS DIAGRAMMATIC PLANS IS WITH THE
PURPOSE OF TO SHOW CONVENIENCE LAYOUT.
THE ENGINEER OF RECORD BEARS NO
RESPONSIBILITY FOR IT ACCURACY.
THE PLUMBING CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THE REQUIREMENTS
AND LOCATIONS OF EQUIPMENT AND PROVIDING
AND INSTALLING COMPLETE SYSTEM SERVICES
AS MAY BE REQUIRED BY THE CODE
1
PLUMBING CONTRACTOR SHALL BE USE SANFORD
FBC-RESIDENTIAL 2014 CODE
FBC 2014 CODE
FLORIDA PLUMBING CODE 2014 1 67 7 4 AND
ALL OTHERS APPLICABLE LATEST CODE. DE51GN
GROUP 473
CITRUS LN MAITLAND,
FL 32751 P (
407) 681-2950 F (
407) 681-2951 Date:
04/
10/2016 fhomp5on
Engineering Group.
lnc. T
Y
y Hichael
Thompson. PE 3
s
XISTI C
l A/C
rK !rU_t-71EV-EIEC-r-k CAL PLAN
1/4" = 1'
LEGENP
PANEL
RECEPTACLE
IGFIC GFIC RECEPTACLE
240 volts RECEPTACLE 240 V.
CEILING LIGHT
1
EXHAUST FAN
5
SWITCH
52 DOBLE SWITCH
EXTERIOR LIGHT
OO 5MOKE DETECTOR
ELECTRICAL NOTES:
TRU55 OR J015T
X 4"
wood Stud
016",or 24"
2" x 4' P,T.
ATTACHED TO
THE FLOOR W/
TAPCON 5CREW5
1/4 x 2 3/4" min
AK27 DY WALLSTyr.)
N.T.5.
THIS DIAGRAMMATIC ELECTRICAL PLAN IS WITH THE ALL RECPTACLES MUST DE
PURPOSE OF TO SHOW LIGHTING AND CONVENIENCE TAMPER -RESISTANT
OUTLETS ONLY
THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY ARC -FAULT PROTECTION IS
FOR IT ACCURACY, REQUIRED FOR RECEPTACLES
THE ELECTRICAL CONTRACTOR IS RE5PON5113LE FOR
VERIFYING THE REQUIREMENTS AND LOCATIONS OF
ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING
COMPLETE ELECTRICAL SERVICE AS MAY DE REQUIRED DY
THE CODE
ELECTRICAL SERVICE RATING AND CONDUCTORS 51ZE5
TO DE DETERMINED DY ELECTRICAL CONTRACTOR
PER NEC 2011 AND FDC 2014
SANFORD
OUTLETS OUTSIDE, KITCHEN AND 13ATHROOM5 TO DE GFIC OZ pARTIZ
AND WATERPROOF
1- ALL SMOKE DETECTORS TO DE HARD WIRED AND #
6 774
INTERCONNECTED
it
1)
DESIGN GROUP
473 CITRUS LN
MAITLAND, FL 32751
P (407) 651-2950
F (407) 681-2951
Date:
04/10/2016
Jlompson Engineering
Group. Inc. ;r
Michael Thompson. PE
11
EXISTING
WALL-
C1(I I INv SUVING-DOORS TO BE REMOVED
AND FILL THE OPENING -WITH BLOCKS
ri
Cf} • co
I J
kf
F =_HEADER
EXISTING "U" LINTEL
3068
I== NEW 13L• CK WALL
III' I
5 REBAR
FIX A #5 REBAR TO THE
CONCRETE FLOOR MI " N 6
IANDONTOPTOTHE U1
LINTEL MIN. 611
FILL BLOCK CELL W/ CONCRETE
3000 PSI
NOTE:
THIS SLIDING DOORS HAS A "U" LINTEL ON TOP
THE LINTELS REMAIN AS IS.
JUST REMOVE THE GLASS DOORS AND FRAME AND
COVER WITH BLOCKS TO MATCH
EXISTING BLOCK PATTERN.
CEILING LINE—)
EXISTING LINTEL_
3,-011
AV
8'-311
y
F.F.
NEW WINDOW INSTALLATION
tiv
S.r,*„ORD
1G-774
1R5T FLOOR MIN. REQUIREMENT EGRESS
CLEAR OPENING WIDTH 33.625
CLEAR OPENING HEIGHT 24.375
CLEAR OPENING S.F. 5.692
MIN. S.F. CLEAR OPENING > 5.00
r
DESIGN GROUP
473 CITRUS LN
MAITLAND, FL 32751
P (407) 681-2950
F (407) 681-2951
Date:
04/10/2016
hompeon Engineering
Group. Inc.
r'
chael Thompson. fE
5
COPS' --
j
RECORD -
r
r APR 2 0 2016
JBEYY -
L _ -
REVIEWED FOR CODE COMPLIANCE
EXAMINER----
DATE '
r • . , -
i nwr O1VISlON ' SANFORD BU!
E I ' A PERMIT 196UED SHALL BE CONSTRUED TO BE A
r
1 LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
i+ THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION TNS OF T PLANS-,
r
1 _
CONSTRUCTION OR VIOLATIONS OF THIS CODE L '
SANFop'
D OFPAR _ — —
F'
r
A
1
1
a
i