HomeMy WebLinkAbout812 W 2 St 13-304- RENOVATIONSqL71 t AUN CITY OF SANFORD
Z ILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ n 60
Job Address: `rte \ 2 I,J 2 N Q Historic District: Yes No
Parcel ID: '2.S7 -1 ! — bt*, -Sph - c),-13 \ 1 -- ooga Zoning:
Description of•Work: R LAI Oy{T i=l l,"jNt'{a u y 1r
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name (\,5 n n Phone: 89
Street: 1 a 5-S(D tn\-. n n p a Rid. Resident of property? : C,
City, State Zip: Or-jc,,\d!3 F•- 3 g i
Contractor Information
Name Phone:
Street:
City, State Zip:
Fax:
State License No.:
Architect/Engineer Information
Name: Phone: (<A
Street: ')_O c y f cam( Fax:
City, St, Zip: "-!5 A jsli , Z7 -71 ~E-mail: -A ZL & C M_
Bonding Company: Mortgage Lender:
Address: Address: 1
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
f
No. of Dwelling Units: Flood Zone: +
Electrical E3, Plumbing ; i
New Service-, No. of AMPS: '
Mechanical (Duct layout required for new systems)
yLr
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
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, beaters, tanks, and
air conditioners, etc.
I ,
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 released.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
r)0(
Ovmer/Agent's Name
L.,, 1' 12--Q
Signature of Notary -State of Florida Date
j)A .... ,
yA
My0 F
Cai J6/i 7f . A i
Owner/Agent is:;'?" scltall PaVffin to Me or
Produced ID Type of 4"• (7
0.
APPROVALS: Z6i2•• 1k UTILITIES: _
ENGINEERING: FIRE:
COMMENTS:
A. -
Rev Rev 11.08
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: Ii Z
1
L
I
7
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
i ` 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)
Rev. 9.14.2009
9
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 ofD the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I
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 allP ermit 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 within
in I 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
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.licenses required by law and by city ordinance. -
I
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 peison 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
9
Property Address: W ,-Ih
and capable of performing the
cnditions specified above.
zll
1 lez, /
of Owner -Builder
a 7.
do hereby state that I am qualified
construction involved with the permit application filed and agree to the
I—l__)_-aol.
Date ' •
Form of Identification`-- aJION; `o
Must be Photo ID)
i•••••.
A violation of this exemption is a misdemeanor of the milt of pS
not exceeding 1 year and a $1,000.00 fine in additw o ify
d
4`
permitting jurisdiction shall withhold final approval, rc"v e• the.
for unlicensed activity against the owner and any person p$xf'nriilig!
the permit issued. 44 010111111 '"
Rev. 9.14.2009
dile by a term of imprisonment
Oalties. In addition, the local
r pursue any action or remedy
k- that requires licensure under
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
DK, 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.
T)K_ 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 1-850487-1395 or at www.Myflorida.com/dbpL/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
I am the party legally and financially responsible for the proposed construction activity at the addressDrthat
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
I%— 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 Address: W ,-Ih
and capable of performing the
cnditions specified above.
zll
1 lez, /
of Owner -Builder
a 7.
do hereby state that I am qualified
construction involved with the permit application filed and agree to the
I—l__)_-aol.
Date ' •
Form of Identification`-- aJION; `o
Must be Photo ID)
i•••••.
A violation of this exemption is a misdemeanor of the milt of pS
not exceeding 1 year and a $1,000.00 fine in additw o ify
d
4`
permitting jurisdiction shall withhold final approval, rc"v e• the.
for unlicensed activity against the owner and any person p$xf'nriilig!
the permit issued. 44 010111111 '"
Rev. 9.14.2009
dile by a term of imprisonment
Oalties. In addition, the local
r pursue any action or remedy
k- that requires licensure under
SCPA Parcel View: 25-19-30-5AG-0311-0090
t7nwd ,orr,aw., CFn Parcel: 25-19-30-5AG-0311-0090
PROP Owner: KENNEDY DENNIS M
APPRAISER
SLMwOeE Cotx+ty Ft.OHww I Property Address: 812 W 2ND ST SANFORD, FL 32771
Back Save Layout Reset Layout New Search
Parcel 25.19.30.5AG-0311.0090 I Value Summary
Property Address: 812 W 2ND ST
Owner. KENNEDY DENNIS M
Mailing: 12536 BOHANNON BLVD
ORLANDO, FL 32837
Subdivision Name: SANFORD TOWN OF
Tax District: Sl-SANFORD
Exemptions:
DOR Use Code: 01 -SINGLE FAMILY
i
n
M . ,
r
Map Aerial Both Footprint + - Extents Center
Larger Map Dual Map View - External
Tax Amount without SOH 5631
2012 Tax Bill Amount 5631
Tax Estimator
Save Our Homes Savings' SO
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
2013 Working 2012 Certified
Values Values
Valuation
Cost/Market Cost/Market
Method
Number o
1 1
Buildings
Depreciated
22,637 23,064
Bldg Value
Depreciated
5600 5600
EXFT Value
Taxable Value
Land Value
18,265 18,265
Market)
SO
Land Value Ag
lust/Market
Value ••
S31,S02 S31,929
Portability Adl
SO 531,502
Save Our Homes
SO SO
Adl
31,502
Amendment 1
SO SO
Adl
SJWM(Samt Johns Water Management)
Assessed Value 31,502 31,929
Tax Amount without SOH 5631
2012 Tax Bill Amount 5631
Tax Estimator
Save Our Homes Savings' SO
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
LEG W 1/2 OF LOT 9 BLK 3 TR 11 TOWN OF SANFORD PB 1 PG 61
Tax Details
Taxing Authority Assessment Value Exempt Values Taxable Value
I County General Fund 531,502 SO 31,502
Schools 531,502 SO 531,502
City Sanford 31,502 f0 S31,502
SJWM(Samt Johns Water Management) 131,502 SO S31,S02
County Bonds 31,502 SO 531,502
Sales
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 08/2011 07625 0042 517,500 Improved No
SPECIAL WARRANTY DEED 05/2011 07568 0915 59.500 Improved No
CERTIFICATE OF TITLE 06/2010 07397 1164 100 Improved No
WARRANTY DEED 01/2008 06922 0870 5165.000 Improved No
WARRANTY DEED 12/2007 06884 1616 5162,000 Improved Yes
WARRANTY DEED 11/2007 06870 0243 555,000 Improved Yes
SPECIAL WARRANTY DEED 08/1998 03486 0702 58,500 Improved No
CERTIFICATE OF TITLE 03/1998 03392 1441 S17,600 Improved No
WARRANTY DEED 03/1994 02751 1001 14,000 Improved Yes
WARRANTY DEED 03/1981 01323 0088 520,000 Improved Yes
WARRANTY DEED 02/1979 02111 0360 S8,000 Improved Yes'
Find Comparable Sales within this Subdivision
Land
1 Method Frontage Depth Units Unit Price Land Value
Pagel of 2
http://www.scpafl.org/Parce]Details.aspx?PID=25-19-30-5AG-0311-0090 11/12/2012
t
THIS INSTRUMENT PREPAR D BY,
Name: i4 M tesla l i% h 1= ii
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
t '
Permit Number: 1 '5
MARYANNE MORSEL CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 07905 Pg 1078; (lpg)
CLERK'S # 2112141255
RECORDED 11/26/2012 03061;08 PM
RECORDING FEES 10+.00
RECORDED BY J Eckenroth(all)
Parcel ID Number:;K ('I • 3 0' SAG- 0 S I 1 -0010
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.
OF PROPERTY: (Legal description o the pro ert an street
I- 1 5-kraP A- ----)W l 1rn I i LIC
4(NERAL DESCRIPTION OF IMPROVEMENT:
DSC MrSA:2-
OWNER INFORMATIQN:
Name: l
t
Address L
Fee Simple Title Holder (if other than owner) Name:
Address
CONTRACTOR:
Name L) ri e --
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.
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713 13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
tothebest of my knowledge and belief.
Owner's Signature Owner's Printed Name
Florida Statute 713.13(1 Kg) ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead
State of V1 o r. Act County of Ser n l : (o 1,C /
The foregoing Instrument was acknowledged before me this • day of
by C d i t1 r1 Who Is personally t a g U jiY
Name person making statement •••••plRf •••; k FX S
OR who has produced Identification type of Identification produced: ' 2019
CERTIFIED COPY =z ,P p ;w=
MARYANNE MORSE Z•Qv F
O
1
CLERK OF CIRCUIT COURT , s a``:•hQ
SEMINOLE COUNTY, FLORIDA
n
olary Signa Rj y} ••.,,,,,,.•V,
prot tr r-1 c
AAMA
VatdetorIOpwalionsAdminaMor) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI VVlndows i Doom, Inc.
P.O. Box 370
Gratz, PA 17030
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is be on successful completion of tests, and the reporting to the Administrator of the results of testa, accompanied by related drawings.
by an AAMA Accredited Laboratory.
1. The listing below will be added to the niod published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMAANDMAICSA101fi.3.21A440-06
H-R604324x1819(62x72)
Negative Design Pressure = -70 psf
COMPANY AND CODE CPD NO.
SERIES MODEL 8: PRODUCT
MAXIMUM SIZE TESTEDDESCRIPTION
MI VAndows & Doom, Inc. 186 SH (FLANGE) FRAME SASH
MTL
8138 AL)(OIX)(OG)(INS GL) 1324 mm x 1819 mm 1283 mm x 914 mm
ASTM) 4'4" x 6'0") 4'2" x 3b")
2. This Certification will expire January 9, 2016 and requires validation until then by continued listng in the current AAMA Certified
Products Directory
3 Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 88083.01409.47
Dated Report January 30, 2012
Date: February 18,2012'
Cc: HAMA
JGS
ACP -04 (Rev. 1111)
Validated for Certification
ted laboratones. Inc.
Authorized for Cordficalion
America ileomural Man aehrM. tan
1-\ Lv WA
ANCHCRS TO BE
EQUALLY SPACED 52" MAX FRAME WIDTH
REFER TO CHARTS
FOR NUMBER 3" ` —
I
3" MAX
OF ANCHORS MAX
REQUIRED
K
AE
HT
5/8"
1/8" ANN 1/8" ANN
BUTYL REINFORCED I I SILICONE
ALUMINUM SPACER
SYSTEM
SETTING BLOCK 1/2" BITE
T
EXTERIOR INTERIOR
GLAZING B
i
REVISIONS"
DESCRIPTION 4 DATE I APPROVED
3/16" ANN
I
SILICONE
SETTING BLOCK 'BITE
EXTERIOR INTERIOR
GLAZING A
3" MAX
7,
MI
FRA
HEI(
18513185 SINGLE HUNG FLANGE AND FINLESS FRAME
3" MAX
K
AE
HT
5/8"
1/8" ANN 1/8" ANN
BUTYL REINFORCED I I SILICONE
ALUMINUM SPACER
SYSTEM
SETTING BLOCK 1/2" BITE
T
EXTERIOR INTERIOR
GLAZING B
i
REVISIONS"
DESCRIPTION 4 DATE I APPROVED
3/16" ANN
I
SILICONE
SETTING BLOCK 'BITE
EXTERIOR INTERIOR
GLAZING A
T
18513185 SINGLE HUNG FLANGE AND FINLESS FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING
f60PSF NONE 60.01-70.OPSF NONE
WITH GLAZING OPTION A WITH GLAZING OPTION 8
NUMBER OF ANCHOR LOCATIONS REQUIRED FOR FRAME INSTALLATION—
W Indow W Indow W Idlh (In)
Hughf18.00 24.00 3000 36.00 42.00 48.00 52.00
In) Hnd Jon6 Hood I Jamb Head Jamb Head Jamb Hord Jamb Head Jamb Head Jobb
MI WINDOWS AND DOO]
WINDOW
111TIIIII/
24.00 2 3 2 3 3 3 3 3 3 3 3 3
z 3 2 3 3 3 3 3 3 3 3 3
3
3
3
3 650 WEST MARKET STREET R.L30.00 64
GRANTZ. 2 4 2 4 3 4 3 4 3 4 3 4 3 4 PA 17030-03703600
4200 2 4 2 4 3 4 3 4 3 4 3 4 3 4
SERIES 185/3185 SINGLE HUNG ALUMI48.00 2 5 2 5 3 5 3 5 3 5 3 5 4 5 52 X 72 NON—IMPACT
5400 2 5 2 5 3 5 3 5 3 5 3 5 4 5ELEVATION AND GLAZING DETAT
6000 2 6 2 6 3 6 3 6 3 6 4 6 4 6660026263636364646DRAWNwDND72.00 V.L. 08-01508
SCALE
27 2 7 3 7 3 7 3 7 4 7 4 7
iiiil\ NTS DATE 04/17/12 SHEET2
3" MAX —
52" MAX FRAME WIDTH
Of ANCHOR LOCATIONS REQUIRED FOR NAIL FIN INSTAIUTION
8" MAX 0 C. I
3" MAX
52 X 72 NON—IMPACT I
ELEVATION AND NOTES
ATio:
3" MAX
WIndDw W,dh(In)
DRAWN
T
RFV
Hugh 18.00 2400 3000
B"
4800 52.00
MAX 0 C
Head Jomb Head Jamb Hmd Jamb Hood 3=6 Head Jomb Hmd I Jamb I Hmd Jamb
2400 3 4 4
j
4 4 5 4 1 6 4
72
7 4
3000
MA
FRAI
4 4 4 4
HEIG
4 7-1 4 1 7 4
36.00 3 5
3" MAX
5
185/3185 SINGLE HUNG FIN FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t60PSF NONE
WITH GLAZING OPTION A 6 B
IE
iT
NUMBER Of ANCHOR LOCATIONS REQUIRED FOR NAIL FIN INSTAIUTION j
WIndor
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
52 X 72 NON—IMPACT I
ELEVATION AND NOTES
ATio:
WIndDw W,dh(In)
DRAWN Owc NO
08
RFV
Hugh 18.00 2400 3000 3600 4200 4800 52.00
m) Head Jomb Head Jamb Hmd Jamb Hood 3=6 Head Jomb Hmd I Jamb I Hmd Jamb
2400 3 4 4 4 4 4 5 4 1 6 4 7 1 4 1 7 4
3000 3 4 4 4 4 4 5 4 1 6 4 7-1 4 1 7 4
36.00 3 5 4 5 4 5 5 5 1 6 5 7 5 1 7 5
4200 3 6 4 6 4 6 5 6 6 6 7 6 7 6
4900 3 7 4 7 4 7 5 7 6 7 7 7 7 7
5400 3 7 4 7 4 7 5 7 6 7 7 7 7 7
60.00 3 8 4 e 4 8 5 a 6 a 7 a 7 8
66.00 3 9 4 9 4 9 5 9 6 9 7 9 7 9
72.00 1 3 10 1 4 10 1 4 10 5 10 6 10 7 10 7 10
TABLE OF CONTENTS
SHEET NO DESCRIPTION
1--" 2 ELEVATICN AND GENERAL NOTES
3 — 5 INSTALLATION DETAILS
REVWNS (
DESCRIPTION ( I - APPROVED
l
1
NCTES. '
1. THE PRODUCT SHCWN HEREIN IS DESIGNED AND MANUFACTUREDITO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. PP
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LCADS TO STRUCTURE FRAMING AND MASCNRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
3 1X BUCK OVER MASON RY/CC NCRETE IS CPTICNAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD
4. ALLCWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FCR WOOD ANCHOR
CALCULATIONS N
5 FRAME MATERIAL. ALUMINUM 6063—T5
6 UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTICNS.
7 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BCRNE
DEBRIS REGIONS 1
8 SHIM AS REQUIRED AT EACH INSTALLATICN ANCHOR WITH LOAD BEARING SHIM SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4"
9 FOR NAIL FIN INSTALLATION INTO WOOD FRAMING CR 2X BUCK USE #6 WOCD SCREWS
WITH SUFFICIENT LENGTH TC ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANCHORS AS SHCWN IN ELEVATIONS AND INSTALLATION DETAILS.
10 FOR FRAME INSTALLATICN INTO WOOD FRAMING OR 2X BUCK USE X110 WCOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT I INTO SUBSTRATE, LOCATE
ANCHCRS AS SHCWN IN ELEVATICNS AND INSTALLATION DETAILS I
11. FOR FRAME INSTALLATICN INTO MASONRY/CONCRETE USE 3/16"'TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8''
MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS
12. ALL FASTENERS TO BE CORROSION RESISTANT
13 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCCRDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHCRS SHALL NCT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A WCCD — MINIMUM SPECIFIC GRAVITY OF G=042 I
B CCNCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C MASCNRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE' N, TYPE 1 (CR GREATER)
SIGNED: 04/1&2012
MIWINDOWSIWDOW n AND
it..iitoTREET ',/ EST
SDOORS
GRANTZ, PA 17030-0370
41
p *: SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
52 X 72 NON—IMPACT I
ELEVATION AND NOTES
ATio:
INK 0VKV
DRAWN Owc NO
08
RFV
50
E5080F 5 YSMESMENTSDATE04/17/12
f, •
1X BUCK TO BE
PRCPERLY SECURED
3/16" TAPCON
INTERIOR
2X BUCK OR
WOOD FRAMING
BY CTHERS
TO BE PRCPERLY
SECURED
CAULK BETWEEN
FLANGE•AND BUCK
10 WCOD SCREW
E)
1 3/B" MIN
EMBEDMENT
1/4" MAX
SHIM
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
PERIMETER CAULK 1/4" MAX 'SHIM
BY CTHERS
2X BUCK OR
WOOD FRAMING
REVISIONS 1
DESCRIPTION
1
II
DATE I APPROVED
j10
BY CTHERS
2 5/8" MINIMUM
MASCNRY/CONCRETE r EDGE DISTANCE
BY OTHERS
TO BE PRCPERLY
1X BUCK TO BE 1 MINq" PROPERLY SECURED
v EMBEDMENT
o
CAULK BETWEEN q'•
FLANGE AND BUCKMAX SHIM
3/16" TAPCCN INTERIOR
EXTERIOR
2XBUCK OR WOOD FRAMING FLANGE INSTALLATION
TO BE SET
BED' OF
PERIMETER ROVED SEALANT
CAULK TCCLLBYCTHERSYOTHERS
MASCNRY/CONCRETE
OR PRECAST SILL
a
ki BY OTHERS
1X BUCK TO BE
PRCPERLY SECURED
3/16" TAPCON
INTERIOR
2X BUCK OR
WOOD FRAMING
BY CTHERS
TO BE PRCPERLY
SECURED
CAULK BETWEEN
FLANGE•AND BUCK
10 WCOD SCREW
E)
1 3/B" MIN
EMBEDMENT
1/4" MAX
SHIM
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
PERIMETER CAULK 1/4" MAX 'SHIM
BY CTHERS
2X BUCK OR
WOOD FRAMING
REVISIONS 1
DESCRIPTION
1
II
DATE I APPROVED
j10
BY CTHERS
TO BE PRCPERLY
a
SECURED
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
MASONRYICOINCRETE FLANGE INSTALLATION
2XBUCK OR WOOD FRAMING FLANGE INSTALLATION
1 1/4" MINIMUM EMBEDMENT
MASONRY/CONCRETE
1/4' _
MAX SHIM
1 3/8" MINIMUM
EMBEDMENT
a
BY OTHERS
2X BUCK CR
INTERIOR WOOD FRAMING — — TcTANCE BY CTHERSTOBEPROPERLY
5/8••
NIMUM:::m SECURED
MI WINDOWS AND DOORS 0II1I111I1jz
DGE650
WOOD SCREW
WEST MARKET STREET J\? ft..L;
EXTERIOR GRANTZ, PA 17030-0370 ` v C Nye •d
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW MARE3/16" MAX SHIM 52 X 72
EXTERIOR FLANGE
INSTALLATIONPACT
DETAILSOF
JAMB CROSS SECTION JAMB CROSS SECTION _ DRAWN°MG N0 REV
i
MINSTALLATION 2XBUCKORWOW FRAMING FLANGE INSTALLATION
srwEE NTS 04/17/12
08-01508B01508smEET30E 5
jONAE
I
6 WOCD
SCREW
3/B" MIN
EDGE DISTAD
EXTERIOR INTERIOR
I
I
I
I
3/B" MIN
EDGE DISTANCE
6 WCCD
SCREW
LMtlLUMLIN I
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK NAIL FIN INSTALLATION
HEAD AND SILL SHOWN, JAMBS SIMILAR
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
WOOD
FRAMING WOOD FRAMING
BY OTHERS OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
10 WCOD
SCREW
1/2" MIN
I
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT I
SHIM SPACE
EXTERIOR
I
INTERIO
I
I
I
1 3/B" MIN
EMBEDMENT
1/2" MIN
EDGE DISTANCE
J
R
10 WOCD f
SCREW /
WOOD FRAMING J
DATE I APPROVED
oR zx BUCK
BY CTHERS EXTERIOR
SILL TO BE SET APPROVED
IN A BED OF SEALANT
APPROVED SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
APPROVED
1/4" MAX
SEALANT I I l IfJll /
r SHIM SPACE
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
WOOD
FRAMING
BY OTHERS VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
I
MWINDOWS DOORS
REVISIONS'
DESCRIPTION
650EST MARKET
GRANTZ, PA 17030-0370.1p=
1I
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW*•
1
N
1
II
rAT
1/4" MAX
do FINLESS INSTALLATION DETAILS
r SHIM SPACE
Q R.
INTERIOR
DRAWN
I
DATE I APPROVED
oR zx BUCK
BY CTHERS EXTERIOR
SILL TO BE SET APPROVED
IN A BED OF SEALANT
APPROVED SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
APPROVED
1/4" MAX
SEALANT I I l IfJll /
r SHIM SPACE
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
WOOD
FRAMING
BY OTHERS VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
I
MWINDOWS DOORS
650EST MARKET
GRANTZ, PA 17030-0370.1p=
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW*•
52 X 72 NON—IMPACTFINrATdoFINLESSINSTALLATIONDETAILSOF
Q R. DRAWN DWC NO REV•
08-01508SHEET Sij NAL1F SCALE NTS DATE 04/17/12 4OF 5
CONCRETE/MASCNRY —
BY OTHERS
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
APPROVED
SEALANT
r
2 5/8" MIN
REMONS
EDGE DISTANCE REv DESCRiPWR
r ,
e 1 1/4" MIN.
EMBEDMENT
1 1/4" MIN
EMBEDMENT
CONCRETE/ MASONRY
BY OTHERS
1/4" MAX CPTIONAL 1X BUCK •° 1/4" MAX.
I
SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
SEE NOTE 3 SHEET 1
3/16" TAPCON v
3/16" TAPCON
EXTERIOR INTERIOR
I
I
I
SILL TO BE SET
I IN A BED OF
I APPROVED SEALANT
APPRCVED
SEALANT
1/4" MAX
OPTIONAL BUCK SHIM SPACE
TO BE PROPERLY'
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASCNRY
BY OTHERS ° u
e
E . ••
a
VERTICAL CROSS SECTION
CONCRETEANASONRY FINLESS INSTALLATION
INTERIOR
2 5/8"
MIN °
EDGE
DISTANCE EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE#AASONRY FINLESS INSTALLATION
DATE I APPWAD
NOTE
INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT
SHOWN FOR CLARITY.
M650WINDOESTWS ND a Ili,,/
SDOORS
R TREET
GRANTZ, PA 17030-0370 I O £Nd,
f
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW p
52 X 72 NON -IMPACT
EFINLESSINSTALLATIONDETAILSSAT OF ;
DRAWN DWD NO r REV CQj;O*•
08-01508
SLUE aTE E QNAi1vtNTS04/17/12 5 OF 5
AAMA
VaudaWIOperatomAdmurisaator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows & Doom, Inc.
P.O. Box 370
Gratz, PA 17030
Attn: Rick Sawday
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of testa, and the reporting to the Administrator of the rosuhs of tests, aocompenied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added tD the ne)d published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMAANDMAICSA101II.S.2/A440-06
FWC66.18Wx1829 (73x72)
COMPANY AND PLANT LOCATION
CODE SERIES MODEL 3 PRODUCT MAXIMUM SIZE TESTED
NO. DESCRIPTION
MI Windows 3 Doom, Inc. 186/3186 SPECIALTY FRAME
70412'" Ave. MTL4 MAIN FRAME (FLANGE) 1864 nun x 1829 mm
Smyrna, TN 37167 AL)(0)(OG)(IEMP GL)(ASTM) 611" x 6'0")
2. This Certification will expire June 22, 2013 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by AmhkecWml Testing, Inc.
Report No.: 92634.01-10947 NOTE: ALL CERTIFIED WINDOWS MUST BE GLAZED
WI7H TEMPERED GLASS.
Date of Report July 8, 2009 _
Date: July 9, 2009
Cc: AAMA
JGS
ACP -04 (Rev 8/06)
Validated for Certification
ted Laboratories. Inc.
Authorized for Certification
T T
Arae rel n chrre Association
ANCHORS TO BE
EQUALLY SPACED
REFER TO CHART
FOR NUMBER OF
ANCHORS RECUIRED
73" MAX WIDTH —
I3" MAX 3" MAX.
185/3185 FIXED WINDOW FLANGE FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t55PSF NDNE
72"
MAX
HEIGHT
REVISIONS i
REV DESCRIPTION I 617E APPROVED
A ADDED RIGID FILLER INSTALLATION 4/21/11 1 R L.
NOTES
THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST
SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR
4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS
5) UNITS MUST BE GLAZED PER ASTM E 1300
6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WCCD ANCHOR
CALCULATIONS
7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK, USE #10' WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION, DETAILS
8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW TAPCONS OF SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4"'MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATION AND INSTALLATION DETAILS.
10) ALL FASTENERS TO BE CORROSION RESISTANT.
11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A WOOD — MINIMUM SPECIFIC GRAVITY OF G=042 '
B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR
GREATER)
12) FRAME MATERIAL TO BE ALUMINUM 6063—TS 055 THICK
SIGNED, MlaOl I
MI WINDOWSOU ENDS DOORSa.
l[
O4314 ii
ELIZABETHVILLE, PA 17023 I ,J•v CENB cif
185/3185 ALUMINUM FIXED WINDOW
TABLE OF CONTENTS
FLANGE FRAME NON—IMPACT
ELEVATION AND
NOTESIIISHEETNO. DESCRIPTION
oaAwN _ owD a0 OR 106t
2
WSTALLATIONI
ELEVATION NDETANSRAL NOTES _
SULE NTS °TE 7/13/09 08500 8010F 3
A ,/
NNA11 O•
2 5/8" MINIMUM
MASONRYCONCRETE EDGE DISTANCE
BY OTHERS
1 1/4"
MIN.
1X BUCK TO BE EMBEDMENT
PROPERLY SECURED
o
0
CAULK BETWEEN
1/4" FLANGE AND BUCK
MAX SHIM
3/16" TAPCON INTERIOR
EXTERIOR
3/16" TAPCON
PERIMETER
CAULK
BY OTHERS
MASONRY/CONCRETE
OR PRECAST SILL
BY OTHERS I
a 1 1/4"
MIN
EMBEDMENT
2 5/8" MIN. EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRYACONCRETE INSTALLATION
1/4" MAX. SHIM 1 1/4" MINIMUM EMBEDMENT
2 5/B" MIN.
a EDGE
DISTANCE
4
3/16" TAPCON
MASONRY/CONCRETE
BY CTHERS
1X BUCK TO BE °
PROPERLY SECURED
JAMB CROSS SECTIONN
MASONRYXIONCRETE INSTALLATION _ — 2K BUC
1 IA"
VERTICAL CROSS SECTION I
MUCK OR WOOD FRAMING INSTALLATION
EDMENT
2X BUCK CR
WOOD FRAMING
BY CTHERS
TO BE PROPERLY
SECURED
MI WINDOWRou ENDS
DOORS It- L0i,,
10 WOCD SCREW ELIZABETHVILLE PA 17023 J•• CENB'.',p/
h
REVISIONS I
REV DESCRIPTION DAIS APPROJED
2X BUCK CR A ADDED RIGID FILLER INSTALLATION 4/21/11 R L
WOCD FRAMING
INSTALLATION -DETAILS
BY OTHERS
Z.
TO BE PROPERLY
REV
SECURED
DRAWN DWG NO
f
CAULK BETWEEN 1 3/8" MIN
FLANGE AND BUCK EMBEDMENT '
11110%
1/4" MAX. 1
SHIM
10 WOOD SCREW
i
INTERIOR ,
EXTERIOR
10 WOOD SCREW
I
1/4" MAX
PERIMETER CAULK SHIM 5
BY OTHERS
2X BUCK CR1 3/8"
WCCD FRAMING MIN
BY OTHERS EMBEDMENT
TO BE PROPERLY
SECURED
1 IA"
VERTICAL CROSS SECTION I
MUCK OR WOOD FRAMING INSTALLATION
EDMENT
2X BUCK CR
WOOD FRAMING
BY CTHERS
TO BE PROPERLY
SECURED
MI WINDOWRou ENDS
DOORS It- L0i,,
10 WOCD SCREW ELIZABETHVILLE PA 17023 J•• CENB'.',p/
h
r
185/3185 ALUMINUM FIXED WINDOW tt
FLANGE FRAME NONIMPACT
INSTALLATION -DETAILS Z.
REV OR1O DRAWN DWG NO
OB-
5008HE
a.
O\
4,8,OMA;F
SCALE NTS DATE 7/13/09 210f 3 11110%
P
r
REVISIONS "
MASCNRY/CONCRETE
2 5/8" MINIMUM
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
BY CTHERS
2X BUCK CR A ADDED RIGID FILLER INSTALLATION 4/21/11 R L
1 1/4"
WOOD FRAMING
MIN
BY CTHERS P
1X BUCK TC BE
w
EMBEDMENT
TO BE PRCPERLY
SECURED
PROPERLY SECURED
CAULK BETWEEN 1 3/8" MIN
FLANGE AND BUCK EMBEDMENT
I I
CAULK BETWEEN
1/4"
1/4" MAX
FLANGE AND BUCK MAX. SHIM RIGID FILLER
SHIM
RIGID FILLER
3/16" TAPCCN INTERIOR 10 WCOD SCREW INTERIOR
EXTERIOR EXTERIOR h
RIGID FILLER
PERIMETER RIGID FILLER
10 WOOD SCREW
CAULK
BY CTHERS 3/16' TAPCCN 1/4" MAX
MASCNRY/CONCRETE
PERIMETER CAULK
BY CTHERS
SHIM
OR PRECAST SILL
BY CTHERS IL 2X BUCK OR
1 WOOD FRAMING MIN
NIIN4"
BYCTHERSEMBEDMENT
EMBEDMENT
TO BE PRCPERLY
SECURED
2 5/8" MIN EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
MASCNRYA:ONCRETE INSTALLATION 2XEFUCKOR WOOD FRAMING INSTALLATION
1/4" MAX SHIM — 1 1/4" MINIMUM EMBEDMENT 1/4"
MAX SHIM
1 3/8" MIN
EMBEDMENT
I
RIGID FILL*
T E
2 5/8" MIN 2X BUCK CR
a EDGE RIGID FILLER WOOD FRAMING
DISTANCE BY CTHERSTOBEPROPERLY
SECURED
3/16" TAPCCN MI WINDOWRouTEND9 DOORS R! L•
MASONRY/CONCRETE 10 WOOD SCREW
ELIZABETHVILLE, PA 17023BY
1X B°
OTHERS
185/3185 ALUMINUM FIXED WINDOW*
PRCPERL FLANGE FRAME NON—IMPACT
JAMB CROSS SECTION-
INSTALLATION_ DETAILS— w`
MASONRYiCONCRETEINSTALLATION
JAMB CROSS SECTION
2X BUCK wHDRAWN OwD
RA
0
E_Of
A.,*
88•x' GRIO•:'0%; OR WOOD FRAMING INSTALLATION
08-00801
ONAiU SCALE NTS DATE 7/13/09 SHESCALEEr3 OF 3
I
Florida Building Code Online Page 1 of 6
WEI
tProfessional
fro
pad Depanrroo acts home I Log In 1 User Registration Mot Topics Sutsmlt Surcharge Stats S Facts Publiotlons FBC Stall acts sae Map unks I Search I
Bus1nes
oduct ApprovalProtessiIettit: Public User
II
Regulation
Product Approval Menu > arch Application Ust > Appikedon Dabs
FL # FL15349-112
o Application Type Revision
C Code Version 2010
e Application Status Approved
Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if
wnecessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
4("o . S
bsitlingerOmlwd.com
r Technical Representative
y
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency
T—'
American Architectural Manufacturers Association
I
http://www.floridabuilding.org/pr/ r_a dtl.as x. -wGEVX p p pppp_ p param- QwtDgtH8572gvdWlanDWDAgM3Z01Gps3sKvoFNSDm/o2bgXjwNuA/o3d/o3d 11/92012
Florida Building Code Online
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
1
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Steven M. Urlch, PE
v' Validation Checklist - Hardcopy Received
Standard year
AAMA 506 2006
AAMA 506 I
2008
AAMA/WDMA/CSA 101/I.S. 2/A440 2005
ASTM E1300 2004
Method 1 Option A
06/25/2012
06/25/2012
I
06/28/2012
Page 2 of 6
Summary of Products
FL #r Model, Number or Name Descri tion
15349.1 1185 Fin Frame 96x60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC B5393.01 -109-47-r0 185 FXD FIN 13-16IG 96X60 LC55.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/05/2015
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55. IG unit consisted of the following from exterior to interior: 5/32" Ann - Air. FL15349 R2 II Install Instructs - 185 Fin Fixed B5393.01 AS TESTED.Ddf
space - 5/32' Ann/ 0.100' Solutla Saflex/ 5/32" Ann. Glazing bite was 1/2". "— — Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.2 1185 Fin Frame 96x60 Laminated Single Glazed
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FLIS349 R2 C CAC APC B5393.03 -109-47-r0 185 FXD FIN SG 96X60 LCSS.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/05/2015
Design Pressure: +55/-55 Installation Instructions
http://www.floridabuilding.oWpr/pr app dtl.aspx7param=wGEVXQwLDgtli8572gvdW]anDWDAgM3ZOIGps3sKvoFNSDtn%2bgXjwNuA%3d%3d 11/9/2012
w
Florida Building Code Online
Page 3 of 6
Other: FW-LC55. Glass consisted of 5/32' Ann - 0.100' Solutla Saflex - 5/32" Ann with a 1/2" FLIS349 R2 11 Install Instructs - 185 Fin Fixed B5393.03 AS TESTED.Ddf
glazing bite. Verlfled By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.3 1185 PW 96x60 Fln Frame Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC 85395.01-109-47-r0 85393.01-109-47 185 FXD FIN 96X60 LC55
Approved for use outside HVHZ: Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +S5/-55 12/05/2015
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32' annealed exterior - Installation Instructions I
space - 5/32' annealed / 0.100 Solutla Saflex HP / 5/32' annealed. Glass was bedded In Pecora FL15349 R2 11 Install Instructs -18S Fin impact Fxd BS395.01 AS TESTED.Ddf
896 silicone with a 1/2' glass bite. Verified By: American Architectural Manufacturers Association ;
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.4 1185 PW 96x60 Fin Frame Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FLIS349 R2 C CAC APC 87020.02 185 Fxd Fin Impact 96x60.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2015
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed - 0.100" FLIS349 R2 11 Install Instructs -185 Fin Impact Fxd B7020.02 AS TESTED.Ddf
Solutla Saflex HP - 5/32" annealed. Glass was bedded in Pecora 896 silicone with a 1/2" glass Verified By: American Architectural Manufacturers Association
bite. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.5 118S PW 96x60 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FLIS349 R2 C CAC APC B7020.02 185 Fxd Fla Impact 96x60.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2015 ,
Design Pressure: +55/ -SS Installation Instructions
Other. FW-LC55, Missile Level D, Wind Zone 3. Backbedding silicone Is Pecora 896. FL15349 R2 II 08-01613 512277.Ddf
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R2 AE 512277 B7020.02.pdf
Created by Independent Third Party: Yes
15349.6 185 Triple PW 159x54 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC B6512.02-109-47-RO B6512.01-209-47 185 FXD FLG 159x54 R55
Approved for use outside HVHZ: Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +SS/ -55 01/24/2016
Other: FW -1155, Missile Level D, Wind Zone 3. Backbedding silicone Is Pecora 896.- Installation Instructions
FL15349 R2 11 08-01614 512278.pdf
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
htip://www.floridabuilding.org/pr/pr_app dtl.aspx?param--vGEVXQwtDgtH8572gvdWlanDWDAgM3Z01Gps3sKvoFNSDm%2bgXjwNuA%3d%3d 11/92012
Florida Building Code Online Page 4 of 6
htip://www.floridabuilding.org/pr/pr_app_till.aspx?param--vGEVXQwd)gtli8572gvdWlanDWDAgM3201Gps3sKvoFNSDm%2bgXjwNuA%3d%3d 11/92012
Evaluation Reports
FL15349 R2 AE 512278 86512.02 B6515.02.0df
Created by Independent Third Party: Yes
15349.7 185 Triple PW 159x54 Flange Frame Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No F +5349 R2 C CAC APC 86515 02-109-47-RO B6515.01 86512,011185 FXD FLG 159x54
Approved for use outside HVHZ: Yes R55 AAMA 506-08.05SPEC.Dd
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2016
Other: FW -R55, Missile Level D, Wind Zone 3. Backbedding silicone is Pecora 896. Installation Instructions
FL15349 R2 II 08-01614 512278.odf
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R2 AE 512278 B6512.02 B6515.02.Ddf
Created by Independent Third Party: Yes
15349.8 1185 Triple PW 159x54 Fin Frame Continuous Head and SIII Laminated Glass
Umlts of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC B6511.01-109-47-110 185 FXD FIN SG TRIPLE 159X54 R55.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2016
Design Pressure: +55/-55 Installation Instructions
Other: FW -1155. Glass consisted of 3/32" ann - 0.090" Solutla PVB - 3/32" ann with a 1/2" FL15349 R2 II Install Instructs - 185 Fxd CHS Fin las tested B6511.01).Ddf
glazing bite. Verified By: American Architectural Manufacturers Association f
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.9 185 Triple PW 159x54 Fln Frame Continuous Head and SIII Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC 86511.02-109-47-RO B6511.01-109-47 185 FXD FIN 159x54 R55
Approved for use outside HVHZ: Yes f
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2016
Other: FW -R55, Missile Level D, Wind Zone 3. Glass consisted of 3/32" ann - 0.090" Solutia Installation Instructions
PVB - 3/32' ann with a 1/2' glazing bite. The glass was bedded in Pecora 896 silicone. FL15349 R2 II Install Instructs - 185 CHS Fin Impact Fixed 86511.02 AS TESTED.Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.10 1185 Triple PW ' ' 159x54 Fin Frame Continuous Head and SIII Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC 86514.01 -109 -47 -RI 185FIXED FIN TRIPLE 159X54 1155.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2016
Design Pressure: +55/-55 Installation Instructions
Other: FW -R55. Glass consisted of exterior 1/8' annealed - space - 3/32" annealed / 0.090' FL15349 R2 II Install Instructs - 185 CHS Fin Fixed B65+4.01 AS TESTED.Ddf
Solutla PVB / 3/32" annealed. Glazing bite was 1/2'. Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
htip://www.floridabuilding.org/pr/pr_app_till.aspx?param--vGEVXQwd)gtli8572gvdWlanDWDAgM3201Gps3sKvoFNSDm%2bgXjwNuA%3d%3d 11/92012
Florida Building Code Online Page 5 of 6
15349.11 1185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL +«a9 R2 C CAC APC B6514,02 -109 -47 -RI B6514.01 B6511.01 185 FX FIN 159X54 R55
Approved for use outside HVHZ: Yes AAMA 5 6-0
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2016
Other: FW -R55, Missile Level D, Wind Zone 3. Glass consisted of exterior 1/8' annealed - Installation Instructions
space,- 3/32' annealed / 0.090" Solutla PVB / 3/32' annealed. Glass was bedded In Pecora 896 FL15349 R2 II Install Instructs - 185 CHS Fin Impact Fixed B6514.02 AS TESTED.odf
silicone with a 1/2" glass bite. Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
15349.12 185/3185 Specialty Fln Frame 7302 Insulated Glass
Limits of Use Certification Agency Certlficate
Approved for use in HVHZ: No FL15349 R2 C CAC APC 92539.01-109-47-RO 185-3185 FXD FIN 73X72 [50.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/22/2013
Design Pressure: +50/-50 Installation Instructions
Other: FW -050 FL15349 R2 11 Install Instructs - 185 Fin Fixed 92539 spec I.Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
15349.13 185/3185 Specialty Fin Frame 73x72 Tempered Single Glazed
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FLI5349 R2 C CAC APC 92539.01-109-47-110 185-3185 FXD FIN 73X72 C55.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/22/2013
Design Pressure: +55/-55 Installation Instructions
Other: FW -055 FL15349 R2 II Install Instructs - 185 Fin Fixed 92539 spec 2.Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.14 185/3185 Special Flan a Frame 73x72 Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15349 R2 C CAC APC 92534.01-109-47-RO 185-3185 FXD FLG 73X72 C50.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/22/2013
Design Pressure: +50/-50 _ _ Installation Instructions
Other: FW -050 FL15349 R2 II 185PW Flanoe Non -Impact Fastener Schedule 08-00961A.Ddf
Verified By: Luis R. Lomas, PE PE -62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R2 AE 511522A.Ddf
Created by Independent Third Party: Yes
15349.15 185/3185 Specialty Flange Frame 173x72 Tempered Single Glazed
Limits of Use ertification Agency Certlflcate
Approved for use in HVHZ: No FL15349 R2 C CAC APC 92534.01-109-47-RO 185-3185 FXD FLG 73X72 C55 Ddf
Approved for use outside HVHZ: Yes _ _ Quality Assurance Contract Expiration Date
hftp://Www.floridabuilding.oWpr/pr_app_ tl.aspx?param=wGEVXQwtDgtli8572gvdW]anDWDAgM3ZOIGps3sKvoFNSDm%2bgXjwNuA%3d%3d 1142012
Florida Building Code Online Page 6 of 6
Impact Resistant: No 06/22/2013
Design Pressure: +55/-55 Installation Instructions
Other: FW-055 FL15349 R2 If 185PW Flanae Non -Impact Fastener Schedule 08-00801A.odf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R2 AE 511345A.Ddf
Created by Independent Third Pa : Yes
sack Naxt ,
Contact Lis :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-487-1824
The state of Florida Is an AAJEEO employer Copyright 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statementr
Under Florida law, email addresses are public records. If you do not want your a-mall address released In response to a public-records request, do not send electronic mail to this entity Instebd, contact the office by phone or by traditional mall. If you have
any questions, please contact 850.487.1395 -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided
may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To
determine If you are a licensee under Chapter 455, F.S , please dick D=. '
Product Approval Accepts:
saellrlt MFTAICT
I
http://www.floridabuilding.org/pr/pr app_dtl.aspx7param---vGEVXQwtDgtH8572gvdWlanDWDAgM3ZOIGps3sKvoFNSDm%2bgXjwNuA*/o3d%3d 11/9/2012
i_ 7
Florida Building Code Online
Business . Profession
ro
FMA10 kmmw. 00S Home I tog In i U
Busnes
dkProessIOUSIER.Public
Regulation
Product Approval Mery
Cr
nW
I..f..
ser Registration Hot Topics SubmitgeSurchai Stats rt Fads Publications FOC Staff SCIS Site Map Unks I Search
Approval
User
Product or ApplKabon Search > Application Ust
Version 2010 FL* ALL
atlon Type ALL Product Manufacturer MI Windows and
ory Windows Subcategory ALL
atlon Status ALL Compliance Method ALL
y Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
ct Model, Number or Name 185 Product Description ALL
Ived for use in HVHZ ALL Approved for use outside HVHZ ALL
t Resistant ALL Design Pressure • ALL
ALL
Search Results - Applications --- –-----------
FL Manufacture Validated By Statu
Revision MI Windows and Doors Steven M. Urich, PE Approved
History Category: Windows 717) 932-8500
Subcategory: Fixed
FL15353 New MI Windows and Doors Steven M. Unch, PE Approved
Category: Windows 717) 932-8500
Subcategory: Mullions
FL15447-R1 Revision MI Windows and Doors Steven M. Urich, PE Approved'
Histo Category: Windows 717) 932-8500
Subcategory: Sin le Hung
Approved by DBPR. Approvals b'/ DBPR shall be reviewed and ratified by the POC and/or the Commission It necessary.
Pagel of 2
r
q
i
l
1
I
l
I
I
a
4
I
I
j o • Contact Us :. 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850.187-1824
Joe The State of Florida is an AA/EEO employer. Coovnaht 2007.2010 State of Florida. •: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publK-records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have
any questions, pMdassecontact850.487.1395 -Pursuant to Sen 455 275(1), Florida Statutes, effective October 1, 2012, IKerssees licensed under Chapter 455, F S. must provide the Department with an email address if they have one The emalls provided
may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, plastic provide the Department with an email address which can be made available to the pudic. To
determine of you are a licensee under Chapter 455, F S , plum dick h=.
Product Approval Accepts:
EE ® 1
http://www.floridabuilding.org/pr/pr_app_lst.aspx 11/92012
AAMA
VmMorIOperations AdmmisMor) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows A Doom, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory
SPECIFICATIONS
RECORD OF PRODUCT TESTEDAAMAMIDMAICSA1011I.S.21A440-06
3. Structural Test 6 Report By:
FW4_C66-2426x1611 (96x60)
606-0
Architectural Testing, Inc.
COMPANY
Missile Level: D
Rating.
CPD SERIES MODEL 8 PRODUCT MAXIMUM SIZE
661-06,96x60
NO. DESCRIPTION TESTED
Wind Zone: 3
t
Rating above
MI Windows 8 Doom, Inc. conforms to 186 PW (FLANGE) FRAME
Code: MTL requirements of. 8674 AL) (0) (OG) 2426 nun x 1611 mm
ASTM E1886 LAM GL) (ASTM) 8"' x 6'0'7
and E1996
2. This Certification will expire December 6, 2016 and requires validation unfit then by continued listing in the current AAMA Certified
Products Directory.
3. Structural Test 6 Report By: Missile Impact Test & Report by:
Architectural Testing, Inc. Architectural Testing, Inc.
Report No: B7020.01-109.47; Ref. 86393.03-109-07 Report No B7020.02-109-07
Date of Report March 27, 2012; January 6, 2012 Date of Report: March 27, 2012
Date. March 29, 2012 (Revised May 1, 2012)
Cc HAMA
SBS
ACP -14 (Rev. 1/11)
Validated for Certification
2viall
Associated Laboratories, Inc.
Autho rized r CertiRcaflon
Ame iktecbrral ManufacWrers Associabon
AAMA
Valdst«IOperationsAdministrator) CERTIFICATION PROGRAM
i
AUTHORIZATION FOR PRODUCT CERTIFICATION
mn
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sswdey
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATIONS
Products Directory.
RECORD OF PRODUCT TESTED
AAAAAIWDNWCSA 101A.3.2/A410-06
Architectural Testing, Inc.
FW-R664029x1372 (169x64)
AAMA608-08
Report No: 86616.02-10947
Date of Report February 22, 2012; February 22, 2012
Missile Level: D
CPD SERIES MODEL 3 PRODUCT MAXIMUM SIZE
COMPANY Rating: No.DESCRIPTION TESTED
66!-06,169x64
Wind Zone 3
Rating above
MI Windows 8 Doors, Inc. conforms to 186 TRIPLE PW (FLANGE) FRAME
Code: . requirements of: 8272 AL) (000) (OG) 4029 mm x 1372 mm
ASTM E1886 INS LAM GL) (ASTM) 137" x 4'6")
and E1996
2. This Certification will expire January 24, 2016 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Structural Test b Report By Missile Impact Test b Report by,
Architectural Testing, Inc. Architectural Testing, Inc.
Report No. B6616.01-10947; Ref. 86612.01-10947 Report No: 86616.02-10947
Date of Report February 22, 2012; February 22, 2012 Date of Report February 22, 2012
t Dere March 13, 2012
Cc: AAMA
SBS
ACP -14 (Rev. 1/11)
Validated for Certification
gue&
Associated Laboratories, Inc.
Authorized for Cer ification
Amen rat in ' Association
NCTES
1) THE PRCDUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECCRD
3) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIR= FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
4) UNITS MUST BE GLAZED PER ASTM E 1300-04, SEE SHEET 2 FOR GLAZING DETAIL.
5) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FCR WOOD ANCHOR
CALCULATIONS.
6) FOR ANCHORING INTO WCOD FRAMING CR 2X BUCK, USE #10 WCCD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATION AND INSTALLATION DETAILS.
7) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" TAPCONS CF SUFFICIENT
LENGTH' TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATION AND INSTALLATION DETAILS
8) ALL FASTENERS TO BE CORROSION RESISTANT
9) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A WOOD - MINIMUM SPECIFIC GRAVITY CF G=0 42
B CCNCRETE - MINIMUM CCMPRESSIVE STRENGTH OF 3,200 PSI.
C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (CR
GREATER)
10) FRAME MATERIAL TO BE ALUMINUM 6063-T5
TABLE CF CONTENTS
SHEET NO DESCRIPTION
1 NOTES _
2 ELEVATICNS & GLAZING DETAILS
3 - 4 INSTALLATION DETAILS
VL
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
MI WINDOWS AND DOORS
650 W. MARKET STREET
GRATZ, PA 17030
185 CHS TRIPLE ALUMINUM FIXED WINDOW
FLANGE AND FINLESS FRAME IMPACT
NOTES
08-01614
NTS IDATE 06/04/12 1SHEET 1 OF 6
REV
SIGNED: 0610412012
lel I ILIO'''',
3" MAX —
L
3" MANX
9" MAX
O.C. _
4 1/
51 1/4"
54"
15" MAXMAX
cc DML C FRAME
T- // j j I HETI HT
159" MAX FRAME WIDTH
12"49 1 /2" MAX D L C +,
r-i 0 r -
IMPACT RATING
f55PSF
LARGE AND SMALL
MISSILE IMPACT
090" PVB BY DUPONT
51 1
MA
DL
1/8" ANN — 3/32" ANN
ALUMINUM
REINFCRCED
BUTYL INTERIOR `
SPACER
SYSTEM SILICONE
9"
3" MAX MAX —
6" MAX —
0 C
13 1/2" MAX
185 CHS TRIPLE FIXED WINDOW FLANGE FRAME
EXTERIOR VIEW WITHOUT FILLERS
159" MAX FRAME WIDTH
I
15 —
I
49 1/2' MAX D L 0
3" MAX —
MAX
CC
3„ MAX
14"
54"
MAX
FRAME
HEIGHT
3 MAX—
15"
11 1/2"
MAXI •
I MAX L ^
O.0
185 CHS TRIPLE FIXED WINDOW FLANGE FRAME
EXTERIOR VIEW WITH RIGID FILLERS
DESIGN PRESSURE RATING IMPACT RATING
f55PSF
LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 8
REVISIONS
RN DESCRIPTION DATE I APPROVED
3/4"
3/32" ANN
090" PVB BY DUPONT
1/8" ANN — 3/32" ANN
ALUMINUM
REINFCRCED
BUTYL INTERIOR `
SPACER
SYSTEM SILICONE
EXTERIOR
6 x 1 1/4" TEK
SPACED 4" FRCM
CORNERS AND 18" MAX
0 C THEREAFTER GLAZING DETAIL A
3/8"
3/32" ANN
090" PVB BY DUPONT
3/32" ANN
EXTERIORINTERIOR
SILICCNE
N6 x 1 1/4" TEK
SPACED 4" FROM
CCRNERS AND 18" MAX
0 C THEREAFTER
GLAZING DETAIL B ^
MI WINDO NDREETDOORS
j''
iW.
MARKETS
RIICOAi
GRATZ, PA 17030 v\OENB p J+/
0185CHSTRIPLEALUMINUMFIXEDWINDOW
FLANGE AND FINLESS FRAME IMPACT
Z POFELEVATIONSANDGLAZINGDETAILS
A M01' \` DRAWN DWD NO
08-01614
REV
i B GNAt1F 4\\\
SVL
CALE DATE E
NTS 06/04/12 2 OF 6
11
r
REV2iDNS
DESCRIPTION DATE I APPROVED
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
e'
1/4"
r
EMBEDMENT
TO BE PROPERLY
MAX SHIM
SECURED
2X BUCK CR
INTERIOR
2 5/8" MINIMUM
VERTICAL CROSS SECTION . VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION a
2XBUCK OR WOOD FRAMING INSTALLATION
MASONRY/CONCRETE
1/4" MAX SHIM 1 1/4" MINIMUM EMBEDMENT
EDGE DISTANCE
MULL E
CM -18525
BY CTHERS
a EDGE,
1
c
3/16" TAPCON
DWO NO
MASONRY/CONCRETE
SCALEDATE
BY CTHERS
2X BUCK OR
EXTERIOR
1x sucK TO 6E
1 WOOD FRAMING
MASONRY)CONCRETE INSTALLATION
Aw
MIN TO
BY OTHERS
TO BE PROPERLY
1X BUCK TC BE EMBEDMENT SECURED
PROPERLY SECURED
CAULK BETWEEN 1 3/8" MIN.
FLANGE AND BUCK EMBEDMENT
CAULK BETWEEN 1/4" MAX
FLANGE AND BUCK 1 4,
SHIMMAXSHIM
3/16" TAPCON INTERIOR 10 WOOD SCREW INTERIOR
EXTERIOR EXTERIOR
3/16" TAPCCN
PERIMETER 10 WOCD SCREW
1/4" MAXCAULK
BY CTHERS SHIM
PERIM CAULK
MASCNRY/CONCRETE
OR PRECAST SILL
BYROTHERS
BY CTHERS 2X BUCK OR 13/8"
1 1/4
WOOD' FRAMING MIN
BY OTHERS EMBEDMENT
11
r
REV2iDNS
DESCRIPTION DATE I APPROVED
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
e'
1/4"
r
EMBEDMENT
TO BE PROPERLY
MAX SHIM
SECURED
2X BUCK CR
INTERIOR
2 5/8" MIN EDGE DISTANCE
VERTICAL CROSS SECTION . VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION a
2XBUCK OR WOOD FRAMING INSTALLATION
1/4" MAX SHIM 1 1/4" MINIMUM EMBEDMENT
MULL E
CM -18525
INTERIOR
2 5/8" MIN
a EDGE,
DISTANCE
a ,
1
c
3/16" TAPCON
DWO NO
MASONRY/CONCRETE
SCALEDATE
BY CTHERS
EXTERIOR
1x sucK TO 6E
PROPERLY SECURED
JAMB CROSS SECTION
MASONRY)CONCRETE INSTALLATION
Aw
11
r
REV2iDNS
DESCRIPTION DATE I APPROVED
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
e'
1/4"
r
1 3/8" MIN
MAX SHIM EMBEDMENT
2X BUCK CR
INTERIOR
WOOD FRAMING
BY OTHERS
TC BE PRCPERLY
SECURED
10 WCCD
SCREW
EXTERIOR
JAMB CROSS SECTION
2X BUCK OR WOOD FRAMING INSTALLATION,
MI WINDOWS DOORS ft.. LW.RKANDET R
GRATZ, PA 17030
EET \\J\
g1
GEH9F`p Z
0 •* 185 CHS TRIPLE ALUMINUM FIXED WINDOW
FLANGE AND FINLESS FRAME IMPACT
FLANGE INSTALLATION
TATE
OF ; .&o
OR:OEt..• \ DRAWN DWO NO REV
SCALEDATE 08-
SO1614
B ONAX'IFxx\`\ NTS 06/04/12 3 OF 6
2 5/8" MINIMUM
MASONRY/CONCRETE EDGE DISTANCE
BY CTHERS
2x BUCK OR
WOOD FRAMING
v • °
1
MIN
BY OTHERS
TO BE PROPERLY
1X BUCK TC BEEMBEDMENT SECURED
PROPERLY SECURED
o ° CAULK BETWEEN
FLANGE AND BUCK
CAULK BETWEEN
FLANGE AND BUCK
RIGID FILLER
3/16' TAPCON
EXTERIOR
1/4"
i
MAX SHIM
INTERIOR
RIGID FILLER
10 WOOD SCREW
EXTERIOR
1 3/8" MIN.
EMBEDMENT
1/4" MAX
SHIM
INTERIOR
REVISIONS
DESCRIPTION DATE I APPROVED
NOTE:
INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT
SHOWN FOR CLARITY.
RIGID FILLER
PERIMETER
CAULK
RIGID FILLER 10 WOOD SCREW
BY CTHERS 3/16" TAPCCN
1/4" MAX
MASCNRY/CONCRETE
PERIMETER CAULK
BY OTHERS
SHIM
OR PRECAST SILL 1/4" 1 3/8" MIN
BY CTHERS 2X BUCK OR 1 3/8" MAX SHIM ' EMBEDMENT
1 WCCD FRAMING MIN
o
MIN4
BY OTHERS EMBEDMENT
EMBEDMENT
TO BE PROPERLY RIGID FILLER 2X BUCK CR
SECURED WOOD FRAMING
I • MULL
CM INTERIOR BY OTHERS
18525 TC BE PROPERLY
2 5/8" MIN EDGE DISTANCE SECURED
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
M4SONRY1CCNCRETE INSTALLATION 2XBUCK OR WOOD FRAMING INSTALLATION
j10 WCCD SCREW
1/4" MAX. SHIM 1 1/4" MINIMUM EMBEDMENT
EXTERIOR
MULL RIGID FILLER
CM -18525 MIN JAMB CROSS SECTION
INTERIOR E 2X BUCK OR WOOD FRAMING INSTALLATION
NCEffDI
16" TAPCON
MI6I ODOWS DOORS g11R ICQEET
ASONRY/CONCRETE
W. MARKETNDR
GRATZ, PA 17030 CENBYOTHERS
CHS TRIPLE ALUMINUM FIXED WINDOW
X
EXTERIOR185
BUCK TO BE FLANGE AND FINLESS FRAME IMPACT
AT OFEEPROPERLYSECUREDFLANGEINSTALLATIONDETAILSWITHRIGIDFILLER
DINC MD. REv i •
a00A16JAMBCROSSSECTION
VLDRAA
08 -Cl 614
MASONRYA;ONCRETE INSTALLATION
ScuE DATE SHEETNTS06/24/12 4 OF 6 I MAilll
2 5/8" MINIMUM REVISIONS
MASONRY/CONCRETE EDGE DISTANCE- REV DESCRIPTION DATE APPROVED
BY CTHERS
2X BUCK OR
WOOD FRAMING11/4"
BY OTHERS
MINTO
1X BUCK TC BE EMBEDMENT
BE PROPERLY
SECURED
PROPERLY SECURED
v ° CAULK BETWEEN 1 3/8" MIN
FLANGE AND BUCK EMBEDMENT
CAULK BETWEEN
1/4" j 1/4" MAX
FLANGE AND BUCK
MAX SHIM SHIM
3/16" TAPCON INTERIOR 10 WOOD SCREW INTERIOR
INOTE
RIORAND EXTERIOR FINISHES, BYOTHERS, NOT
SHOWN FOR CLARITY.
EXTERIOR EXTERIOR
3/16" TAPCCN i
PERIMETER 10 WOCD SCREW
CAULK
BY CTHERS I
MAOR
PERIMETER CAULK
BY OTHERS
PRECASTOR PRECAST SILL
s 1/4
BY CTHERS 2X BUCK OR
WOOD FRAMING
MAX SHIM
1
v M
N4
BY OTHERS
EMBEDMENT
TO BE PRODERLY MULL 2X BUCK CR,
SECURED CM -18525
INTERIOR
WOOD FRAMING
BY OTHERS
TC BE PRCPERLY
2 5/8" MIN EDGE" DISTANCE SECURED
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
MASONRYICONCRETE INSTALLATION 2XBUCK OR WOOD FRAMING INSTALLATION
10 WCCD
SCREW
1/4" MAX SHIM 1 1/4" MINIMUM EMBEDMENT.
MULL
EXTERIOR
CM -18525
2 5/B" MIN JAMB CROSS SECTION
INTERIOR a EDGE 2X BUCK OR WOOD FRAMING INSTALLATION
DISTANCE
c '
MI WINDOWS3/16" TAPCON
W.
MARKETNDRDOORS
EET J\g,,a11Lo
MASONRY/CONCRETE GRATZ, PA 17030 v,•v CEN,pR'ip
EXTERIOR
BY CTHERS
185 CHS TRIPLE ALUMINUM FIXED WINDOW*;
1X BUCK TO BE FLANGE AND FINLESS FRAME IMPACT POFPROPERLYSECUREDFINLESSINSTALLATIONANDGLAZINGDETAILS
T JAMB/
CO
OSS
DRAWN owc
08-01 614
R
8OVALMASOINSTALLATION
sCUE NTS I DATE 06/04/12 1SHEET OF 6 1111110
PERIMETER
2 5/8" MINIMUM REVISIONS
MASONRY/CONCRETE EDGE DISTANCE REV DESCRIPTION DATE APPROVED
BY CTHERS
BY CTHERS
2X BUCK OR
MASCNRY/CONCRETE
1 1/4" WOOD FRAMING
A .
0
MIN
BY OTHERS
1X BUCK TC BE EMBEDMENT
TO BE PROPERLY
SECURED
BY OTHERS
PROPERLY SECURED
X B CK OR
v 1 3/8" MIN
WC NGMIN4w
EMBEDMENT
EMBEDMENT
2 5/8" MIN EDGE DISTANCE
1/4" 1/4" MAX
MASONRY/CONCRETE INSTALLATION
MAX. SHIM RIGID FILLER fill
SHIM
RIGID FILLER
MULL RIGID
FILLERff
I
NOTE:
3/16" TAPCON INTERIOR 10 WOOD SCREWN ( INTERIOR INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
MIN.
INTERIOR
SHOWN FOR CLARITY.
EXTERIOR EXTERIOR I I I I
PERIMETER RIGID FILLER
CAULK
BY CTHERS 3/16" TAPCCN
MASCNRY/CONCRETE
PERIMETER CAULK
OR PRECAST SILL
BY OTHERS
BY CTHERS X B CK OR
1
WC NGMIN4w
EMBEDMENT
BY OTHERS
TO BE PROPERLY
SECURED
2 5/8" MIN EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
1/4" MAX. SHIM - 1 1/4" MINIMUM EMBEDM
MULL RIGID
FILLERff
I
CM -18525 MIN.
INTERIOR E
NCE
16"
TAPCDASONRY/CCI
Y OTHERS
EXTERIORX BUCK TO
PROPERLY SE
JAMB CROSS SECTION
MASCNRYICONCRETEINSTALLAT) N
RIGID FILLER
10 WOOD SCREW
1/4" MAX
SHIM
13/8" MAX/SHIM EMBEDMENT
MIN
EMBEDMENT
RIGID FILLER 2X BUCK CR
It
MULL
WOOD FRAMING
CM -18525 INTERIOR
BY OTHERS
TC BE PROPERLY
SECURED
VERTICAL CROSS SECTION
MUCK OR WOOD FRAMING INSTALLATION
10 WCCD SCREW
T
EXTERIOR
JAMB CROSS SECTION
2X BUCK OR WOOD FRAMING INSTALLATION
MI WINDW. OWS
MARKETSTREET
DOORS `\
J`ft..CO'
i.
BETE GRATZ, PA 17030 ` ,•\r+ NBF. ; P
185 CHS TRIPLE ALUMINUM FIXED WINDOW
FLANGE AND FINLESS FRAME IMPACT 4 =
iRED FINLESS INSTALLATION DETAILS WITH RIGID FILLERrP • AT OF • W
DRAWN DwG NO REV i •;iOR10"'.
SCALE DATE
08-
S001E61.
4 _ - '
i A-/
j1E``\`
NTS 06/24/12 6 OF 6
KENNEDY HOUSE REMODEL
812 W 2ND STREET
SANFORD, FLORIDA
81'
2ND STREET SITE PLAN
V = 10'
APPLICABLE CODES
2010 FLORIDA BUILDING CODE(S)
2010 FLORIDA BUILDING CODE EXIST BLDGS
ALTERATION - LEVEL 3
2010 FLORIDA FIRE PREVENTION CODE
2008 NATIONAL ELECTRIC CODE
2009 NFPA I AND NFPA 101 FLORIDA ED
FLORIDA STATUTES
FLORIDA ADMINISTRATIVE CODE
LOCAL CITY ORDINANCES
SCOPE OF WORK
I CHANGE CEILING IN LIVING ROOM TO VAULTED
2 RAISE UTILITY AREA ROOF TO MATCH EXISTING.
RE -SHINGLE RAISED ROOF. REBUILD UTILITY AREA WALLS
AND FLOOR
3 REPLACE INTERIOR FINISHES
A INSULATE ROOF AND WALLS
B REPLACE FLOOR (INCL JOISTS) AND ROTTEN WOOD
C REBUILT KITCHEN
D REPAIR AND MODIFY HVAC, PLUMBING 86 ELEC
4 REPAIR EXTERIOR
A REPLACE WINDOWS
B REPAIR STUCCO AND STUCCO TRIM WINDOWS
AS THE EXTENT OF THE RENOVATION IS SUBSTANTIAL AND
THE CONSTRUCTION WAS COMMENCED AND STOPPED, THERE
ARE ELEMENTS OF CONSTRUCTION WHICH REMAIN HIDDEN.
NO WORK IS TO PROCEED ON SUCH ELEMENTS OF THE
PROJECT UNTIL DIRECTION HAS BEEN OBTAINED FROM THE
SANFORD BUILDING DEPARTMENT OR THE ARCHITECT AND
APPROVED BY THE BUILDING DEPARTMENT. THE CONTRACTOR -
SHALL SECURELY SHORE UP ALL EXISTING STRUCTURE
BEFORE REMOVING ANYTHING. ALL ROTTEN MATERIALS
SHALL BE REPLACED OR SISTERED.
LEGAL
W 1/2 OF LOT 9 BLK 3 TR II TOWN OF
SANFORD
PBIPG61
PARCEL ID: 25-19-30-5AG-0311-0090
OFFICE
INDEX TO DRAWINGS
1
2
3
4
5
6
7
8
9
10
V
PERMIT # 13_yo y
SITE AND DATA
FLOOR PLAN
NOTES & ROOF PLAN
ELEVATIONS
FOUNDATION & CONNECTIONS
FOUNDATION DETAILS
SECTION
FRAMING- ROOF
FRAMING - FLOOR
PLUMBING PLAN
ELECTRICAL PLAN
HVAC PLAN
WIND DESIGN CRITERIA
FBC 2010 REFERENCING ASCE 7-10
V 139 MPH
RISK CATEGORY II
GCPi 0.18
EXPOSURE B
P+ 30 PSF
P- 40 PSF
FORo
BV1Lojt4G
WIT
W
N"
N pRE
R `,
pEst %
f p"'O(p O%TC
i0louRR.
Iruel BEM '
L AVTNOp ANS(
OFSHApNOTTPS% ,,eq N> •
ME vooRK A,T ER . OR N HrG $VORRC
pRpIONSOOF A Pkp TER REp %RI N JGTkON
IDV*n FROM T RS EON O
THE GODES'
OHER VIOlATJON5 OF
ANDREW KUTZ
ARCHITECT
AR'0006491
407) 415-6554
AKUTZQCFL.RR.COM
NOV I, 2012
WINDOWS ALL WINDOWS ARE TO BE NEW
SIZE HEADER TYPE NOTES
1 VARIES 2-2x8 ORIEL
2 37x63 2-2x6 SH
S
3 37x63 2-24 SH
B
4 37x63 2-2x6 SH
S
5 37x63 2-24 SH
B
6 25x19 2-24 GL BLOCK
A
7 52x42 2-2x8 FG
I MFGR
8 37x63 2-2x6 SH
9 65x42 2-2x8 FG
10 37x51 2-2x6 SH
11 26x29 2-2x6 FG - IN WOOD FRAME
12 26x29 2-2x6 FG - IN WOOD FRAME
13 26x29 2-2x6 FG - IN WOOD FRAME
14 26x29 2-24 FG - IN WOOD FRAME
15 26x29 2-2x6 FG - IN WOOD FRAME
16 26x29 2-2x6 FG - IN WOOD FRAME
17 37x51 2-24 SH
FOR DESIGN OPENING PRESSURES SEE ELEVATIONS - DWG 4
REPLACE OR INSTALL NEW THE MINIMUM HEADER
SIZES SHOWN. SECURE HEADER ENDS WITH SIMPSON
HH4.
ALL WINDOWS WHITE ALUM W SCREEN
INSTALL ALL WINDOWS PER FLORIDA STATE N.OA
28x60 + 60x60 + 28x60
REPLACE LITE WITH GLASS
REPLACE WOOD STOP, AND CAULK W EURETHANE
DOORS
SIZE MATL NOTES HDWR
1 I 37x63 WOOD EXISTING A
2 30x80 MASONITE UNDERCUT 1' S
3 30x80 MASONITE B
4 30x80 MASONITE UNDERCUT 1' S
5 30x80 MASONITE B
6 24x77 WOOD EXISTING A
7 1 36x80 SCREEN DR I EXISTING I MFGR
A - LEVER KEY LOCK, THRESHOLD, 11/2 PR BUTTS, DEADBOLT
B- LEVERLATCH, PRIVACY, 11/2 PR BUTTS
SEE NOTES ON DRAWING 3
PTING WALLS
IFY EXISTING WALLS
OR REPLACMENT WALLS
K
CCO
V POST
FLOOR PLAN
SCALE: 11,C = V-0"
i
M/®
2
ANDREW KUTZ
ARCHITECT-
AR 0006491
11/1/2012
407) 415-0554
NEW SHINGLES TO
MATCH EXISTING
OVER 15* FELT
FLASH NEW SHINGLES
TO EXISTING
ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS
INDICATED OTHERWISE
PROVIDE HURRICANE ANCHORS IN ACCORDANCE WITH THE
GOVERNING CODE AND REGULATIONS AND AS INDICATED ON THE
DRAWINGS
DESIGN LOADS IN ACCORDANCE WITH FLA BC AND CITY OF SANFORD ARE:
ROOF LOADS ---- ------------- ------------ ---- ---- 20 PSF
DESIGN WIND SPEED IS ------------ ------139 MPH (PER ASCE 7)
INTERIOR PARTITIONS 5 PSF PERPENDICULAR TO THE FACE OF THE WALL
LUMBER GRADES SHALL BE A MINIMUM OF
HEADERS, COLUMNS, BEAMS & OVERBUILD FRAMING *2 SYP FB=1500 PSI
WALLS, BLOCKING AND MISCELLANEOUS *2 SPF
SILL PLATES *2 SYP PT
PT LUMBER SHALL BE UTILIZED WHEREVER REQUIRED BY CODE AND
WHERE INDICATED ON THE DRAWINGS
NOTE: ALL LUMBER WITHIN 18' OF- GRADE IS TO BE
PRESERVATIVE TREATED
ROOF SHEATHING TO BE 1/2' PLYWOOD. INSTALL H CLIPS 12' OC ON ALL
JOINTS NOT SUPPORTED BY RAFTERS OR BLOCKING.
NOTES
I SUPPLEMENT EXISTING STUDS WITH ADDITIONAL 2x4 SYP STUDS TO CREATE A MIN 4-2x4 POST TO
SUPPORT A NEW 2-2x10 ROOF BEAM. ATTACH THE BEAM TO THE POST WITH A SIMPSON U410 JOIST HANGER.
CENTER ALL NAILS IN A STUD
2 NEW 4x4 POST WITH FURRING TO ADJ WALL. SECURE TOP AND BOTTOM OF THE POST TO A 2-2x10 BEAM
WITH SIMPSON CONNECTORS AS SPECIFIED
3 INSTALL OR REPLACE HEADER WITH NEW 2-2x8 HEADER OVER THE WINDOW. SECURE THE HEADER TOTHE
STUDS WITH A SIMPSON HH4
4 REPAIR THE WALL FRAMING AND SISTER STUDS TO EXTEND UP SO THAT THE ROOF IS FLUSH WITH THE
EXISTING ROOF. REPAIR THE FLOOR EDGE TO MATCH THE EXISTING ADJACENT CONSTRUCTION. STUCCO
EXTENDED AREA OVER 3.2# GALV METAL LATH AND 15# FELT, FLASH THE EXISTING TO THE NEW STUCCO
5 RECONSTRUCT THE STOOP AND STAIRS
6 SECURE THE EXISTING RAFTERS TO THE EXISTING STRUCTURE WITH SIMPSON H2.5A CONNECTORS.
INSTALL DEADWOOD TO SUPPORT ALL FINISH MATERIAL EDGES. INSULATE WITH MIN 3.5' FOAM. REPAIR THE
FLOOR EDGE TO MATCH ADJACENT EXISTING CONSTRUCTION
7 REPLACE THE EXISTING ELEC PANEL WITH A NEW RECESSED ELEC PANEL WHERE SHOWN
8 SUPPORT THE EXISTING ROOF STRUCTURE AND REMOVE THE EXISTING CEILING JOISTS. INSTALL NEW
SLOPED 2x6 CEILING JOISTS AND SECURE WITH SIMPSON CONNECTORS AS SPECIFIED.
9 REBUILD THE BATHROOM. REFRAME THE WALLS OF 2x4 ® 24' OC. INSTALL NEW 2x4 CEILING JOISTS AT
8FT AFF. REFLOOR AND INSTALL GYPSUM WALL BOARD ON THE WALLS AND CEILING. REINSTALL NEW
PLUMBING FIXTURES IN RELOCATED POSITIONS
10 RECONSTRUCT THE WALL BETWEEN THE KITCHEN AND THE BEDROOM. REINSTALL THE KITCHEN
CABINETS.
II REBUILD THE BEDROOM CEILING AND WALLS. SISTER ALL DETERIORATED STUDS
12 EXISTING PORCH FLOOR SLOPES. OPTION - INSTALL TAPERED SLEEPERS AND NEW PLYWOOD FLOORING
WITH ADJUSTMENT TO THE THRESHOLDS AT THE DOORS, OR INSTALL NEW FINISH ON THE EXISTING
SLOPING FLOOR
13 REPAIR THE EXISTING STUCCO AND INSTALL STUCCO TRIM ON ALL THE WINDOWS
14 REPLACE ALL ROTTEN FLOOR JOISTS WITH NEW 2x6 JOISTS
PROVIDE AN INTERMEDIATE SUPPORT BEAM UNDER THE JOISTS ACROSS THE FRONT SIDE OF THE HOUSE
15 INSULATE THE WHOLE HOUSE - 3.5' (INTERMEDIATE DENSITY CLOSED CELL FOAM (R21) AT ALL RAFTERS
AND 3.5' FIBERGLASS BATTS WITH FOIL FACE AT ALL EXTERIOR WALLS (RII)
16 INSTALL NEW HARDWOOD FLOORING OVER THE 5/8' PLYWOOD SUBFLOOR
17 INSTALL NEW ELECTRICAL WIRING THROUGHOUT
18 INSTALL NEW 1/2' GYPSOARD FINISH THROUGHOUT
19 SEAL AND PAINT THE EXTERIOR
20 CLEAN OUT ALL DEBRIS BELOW THE FLOOR
21 TREAT THE STRUCTURE FOR SUBTERRANEAN ANDDRYWOOD TERMITES
r
V _
ANDREW KUTZ
ARCHITECT
AR 0006491
9/12/2012
407).15-6554
EXISTING ROOF LINE
RAISE ROOF AS SHOWN
MATCH EXISTING SLOPE
12
4
REBUILD WALLS UP TO
28.5 28.5 1 1 27.9 1irl I RAISED ROOF LEVEL AND
00.9 . o o APPLY 3.2# GALV METAL
LATH, 150 FELT AND 3/4"
RIGHT SIDE REMOVE STUCCO - FLASH NEW
CYICTIhVS STUCCO TO OLD
INDICATES NEW STUCCO TRIM TO
DESIGN REPAIR WINDOW
OPENING INSTALLATION
PRESSURES DAMAGE
rHL =- D
REMOVE 23.0
EXISTING =A =_ -25.5
27.9
27.8 -- 6.9
o o
STUCCO WINDOW TRIM: (1"x4'
1 SEAL ALL JOINTS AND GAPS WITH EURETHANE CAULK
2 CUT TO FIT, AND APPLY "PEEL AND SEAL"
3 APPLY 3.2# GALV METAL LATH
LAP LATH OVER EXISTING STUCCO
4 APPLY MIN 3/4" STUCCO
5 CAULK JOINT AT WINDOW HEAD
REAR
MIN 4 x 12 SCREENED
FOUNDATION VENTS
AS AVAILABLE FROM
SUN INDUSTRIES
800 325 4115
NEW OR REPAIR
EXISTING
ELEVATIONS
SCALE:1/8" =1'-W
r
A, NDREW KUT7
ARCHITECT
AR 0006491
11/1/2012
407) 415-656,
LJA127.2
29.7
27.8 28.51-- 28.5 27.8
0 0
FRONT
NEW FIBERGLASS SHINGLES
F -OVER 15# FELT ON RAISED ROOF
rHL =- D
REMOVE 23.0
EXISTING =A =_ -25.5
27.9
27.8 -- 6.9
o o
STUCCO WINDOW TRIM: (1"x4'
1 SEAL ALL JOINTS AND GAPS WITH EURETHANE CAULK
2 CUT TO FIT, AND APPLY "PEEL AND SEAL"
3 APPLY 3.2# GALV METAL LATH
LAP LATH OVER EXISTING STUCCO
4 APPLY MIN 3/4" STUCCO
5 CAULK JOINT AT WINDOW HEAD
REAR
MIN 4 x 12 SCREENED
FOUNDATION VENTS
AS AVAILABLE FROM
SUN INDUSTRIES
800 325 4115
NEW OR REPAIR
EXISTING
ELEVATIONS
SCALE:1/8" =1'-W
r
A, NDREW KUT7
ARCHITECT
AR 0006491
11/1/2012
407) 415-656,
AFOO ,
I
W QPM ;
r
N.
r
I
AB LCE4
1/2' AB OR LAG 14-16D BEAM
8-101) POST 10-16D POST
H2.5A HD3B
5-8DJOIST 5/8 X3 TIDEN HD
5-8DBEAM 2-5/8 X3 LAGS
RSP4 RSP4
4-8Dx1.5 PLATE 4-8Dxl.5 PLATE
4-8Dx1.5 STUD 4-8Dx1.5 STUD
M
e
HH4 HH4INSTALLED
7-16Dx2.5 STUD LCE4 MAY BE INSTALLED INSTEAD
4-16Dx2.5 STUD
LSU26 U24
6-I0D FACE 4-I0D HDR
5-101) x1.5 JOIST 2-10DXI.5 JOIST
U26-2 U26
8-101) HDR 610D HDR
4-101) JOIST 4-10DXI.5 JOIST
L•'
KNOWN OR ASSUMED
CMU PIER TYP
BLOCK OUT 12' WIDE
x 4' DEEP FOR VENT
I 6
I 6
1 EXISTING
r --T-- "T - -
0
Qum -- — — — — — — — — —
EXISTING
O6 1
6 —4
1
I XISTING CMU
I I
I Zs
I ALIGN WITH CENTER— -- —
FISTING — — — —
I I
OR RIDGE BOARD --------- U
20x20x10 W 3*
5t
6
1 EA WAY - AS CLOSE
1 AS POSSIBLE TO THE
6
POINT OF THE FIREPLACE.
I ADJUST LOCATION TO O O L +
AVOID CONFLICT WITH
EXISTING FOOTING I - -
I I
r-------------------------------------= I II 1
3 i REBUILD WALL I I
6
I
BELOW MTC
EXISTI GAADJ I I
BLOCK OUT 12' WIDE
1 I I
1 F—x 4' DEEP FOR VENT
l
I
I
I
J
0.
NOTE: A DOUBLE 2x10
WITH 1/2' SPACER
REQUIRES A U410 HANGER
U26C
CONCEALED FLANGES
6 -IOD HDR
4-IODXI.5 JOIST
U410
14 -IOD HDR
6-I01) JOIST CONNECTORS
RELOCATE THIS PLUMBING PIPE
BEFORE PLACING CONCRETE
NEW 12 WIDE x 8 DEEP CONCRETE FOOTING
SUPPLEMENT W 2#k5 FROM EXISTING CMU PIER
TO EXISTING CMU PIER. SECURE
WOOD EDGE BEAM TO THE NEW
FOOTING AS DETAILED - SEE
DRAWING 6. KNOWN AND SOME
ASSUMED PIERS HAVE BEEN
SHOWN ON THIS DRAWING. ADJUST
AS REQUIRED TO ACCOMODATE
FIELD CONDITIONS. ALL FOOTINGS
BY
TIBE
INSPECTED
CITY OF SANFORD
BE OR CONCRETE IS POURED
THIS PIER
AS MUCH OF THE EXISTING CONSTRUCTION
IS NOT EXPOSED - HIDDEN CONDITIONS
MAY BE DISCOVERED - GET DIRECTIONS
FROM THE BUILDING INSPECTOR OR THE
ARCHITECT WHEN HIDDEN
CONDITIONS ARE DETERMINED
FOUNDATION NOTES
FOUNDATION IS EXISTING. NEW CONCRETE
FOOTINGS ARE SUPPLEMENTAL
ALL CONCRETE SHALL BE MININUM 2500
PSI AT 28 DAYS
ALL REINFORCING STEEL SHALL BE *5 OR
GREATER, GRADE 60 DEFORMED STEEL
ALL REINFORCING STEEL IS TO HAVE A
MINIMUM OF 3 INCH CONCRETE COVERAGE
ALL REINFORCING STEEL JOINTS SHALL
LAP A MINIMUM OF 40 BAR DIAMETERS OR
25 INCHES WHICHEVER IS GREATER
ALL LUMBER IN CONTACT WITH MASONRY
SHALL BE PRESSURE TREATED
COMPACT AND POISON ALL SOIL BELOW
SUPPLEMENTAL FOOTINGS
REMOVE ALL DEBRIS FROM THE
FOUNDATION CRAWL SPACE
NEW OR REPAIR
EXISTING
1
FOUNDATION SUPPLEMENT
SCALE: 1/4"= l' -W 101
I
5.
ANDREW KUTZ
ARCHITECT
AR 0006481
11/1/2012
407) 415-6554
NEW PT BLOCKING
BETWEEN STUDS
2x6 PT BLOCKING BETWEEN
JOISTS - SECURE WITH MIN
3-1/4 x 4 SCREWS EACK BLOCK
SECURE PLYWOOD TO
BLOCKING Q 4" OC
I 1<L:L 3 :1di?
I
I
y MU PIER BEYOND I
e• a ••
e .
I NEW FOOTING BETWEEN 1
I ° STING CMU PIERS I '°
s •
e
8x12 W 2#5 O I Oe
2 - 5/8x3 LAGS
EACH TIEDOWN
TIEDOWN MAX V OC - HD38
99CIUM101t EACH
TIE DOWN - DRILL AND
SCREW IN 3" TITEN HD
OR EPDXY SET 5/8"
ALL -THREAD INTO CONC
SIMPSON H2.5A
EVERY JOIST
0 0 0
2-&W LAGS
EACH TIEDOWN 2x4 PT BLOCK
BETWEEN STUDS
HD3B - TIEDOWN MAX V OC
BLOCKING AND PLYWOOD
JOIST HANGER
STRIP CUT TO FIT
SOLID BLOCKING I
I
5/8" ANCHOR EACH NEW 2x6 PT LEDGER
TIE DOWN - DRILL AND SECURE W 1/4x4 SCREWS 12" OC
SCREW IN 3" TITEN H AND SECURE PLYWOOD
OR EPDXY SET 5/8" TO LEDGER 4" OC
ALL -THREAD 4" INTO CONC
CMU PIER BEYON CMU PIER BEYONDs
e e
NEW FOOTING BETWEEN
EXISTING CMU PIERS
8x12 W 2#5 NEW FOOTING BETWEEN
4 EXISTING CMU PIERS-//
8x12 W 2#6
DETAILS
SCALE: 1* -1' W
EXISTING 2x6 JOISTS
2-2x6 PT CUT TO FIT
STAGGER ALL END JOINTS
SECURE TOGETHER 12" OC
W 1/4x3" SCREWS
NEW CONTINUOUS FOOTING
1/4" SCREW 12" OC
LENGTH VARIES_
PROVIDE MIN 2.5"
INTO BEAM
REMOVE NOTCHED JOIST
TAILS AND INSTALL SOLID
PT BLOCKING AND_
JOIST HANGERS
NEW U26 JOIST HANGERS
EXISTING JOIST
NOTCHES VARY
EXISTING 2x6 PT JOISTS •
ANDREW KUTZ
ARCHITECT
AR 0006491
11/1/2012
401) 4156554
2x4 BLOCKING 0 24' OC WITH
2-2X4 TOP PLATE - UPPER PLATE SHAPED
2-2x10 WITH 1/2' PLYWOOD
BETWEEN - SECURE TO 4-2x4 STUD
WITH SIMPSON JOIST HANGAR U410
2x6 CEILING
JOISTS A 24' OC
1/2' GYP BOARD
ADD 2x4 STUDS TO EXISTING
FOR A MIN 4-2x4 STUD COLUMN
EACH END OF BEAM
01
2-2x10 WITH 1/2' PLYWOOD
BETWEEN - SECURE TO WALLS WITH
SIMPSON JOIST HANGAR U410
ADD 2x4 STUDS TO EXISTING
R A MIN 4-2x4 STUD C
EACH END OF BEAM
0
3 1/3' OF MEDIUM DENSITY FOAM
INSULATION THROUGHTOUT THE
WHOLE ROOF STRUCTURE
3.5' FOAM ® R6/INCH X 3.5 = R21 ROOF
SIMPSON LSU26 EVERY CIELING
JOIST TO BEAM CONNECTION
12
ON =-I'-10
Q4
o-
wu)o
RGLASS BATT
SIMPSON H2.5A EVERY JOIST
N WITH METAL u o
AND EVERY RAFTER TO TOP PLATE
o
Q
R WALLS (R II) i
i
NEW OR REPAIR
NAILING:
EXISTING
ROOF: (RING SHANK NAILS)
SIMPSON RSP4 TOP AND 8D RING SHANK NAILS 4' OC AT SUPPORTED
BOTTOM OF ALL STUDS PLYWOOD EDGES OF W APA RATED C -D
PLYWOOD AND 8D NAILS AT 6' OC AT INTERIOR
3 1/2' FIBERGLASS BATT SUPPORTS.
C INSULATION WITH METAL
FOIL FACE FOR ALL ROOFING: SECURE PER STATE OF FLORIDA NOA
EXTERIOR WALLS (R 11)
GABLE END SHEATHING AND INTERIOR WOOD
NEW HARDWOOD SIMPSON U26 EACH END ALL JOISTS
FRAMED WALLS:
FINISH FLOORING 8D NAILS AT 4' OC AT PANEL EDGES OF Ih'
U26-2 AT DOUBLE JOISTS)
APA RATED C -D PLYWOOD AND 8D NAILS AT
12' OC AT INTERIOR SUPPORTS
3 1/3' OF MEDIUM DENSITY FOAM
INSULATION THROUGHTOUT THE
WHOLE ROOF STRUCTURE
3.5' FOAM 0 R6/INCH x 3.5 = R21 ROOF
12
Q 4
SIMPSON U24 ALL CEIL
TO BEAM CONNECTIONS
SLOPING - FOR SLOPED
CONNECTIONS INSTALL
LSU26 _
3 1/2'
2x4 RAFTER 0 24' OC
MATCH EXISTING ROOF SLOPE
NEW SHINGLES TO MATCH
EXISTING ON MIN 15' FELT
OVER 1/2' PLYWOOD
FLOOR:
8D NAILS AT 4' OC AT PANEL EDGES OF 5/8'
APA RATED C -D PLYWOOD WITH 8D NAILS AT
12' OC AT INTERIOR SUPPORTS
BLOCKING:
SECURE 'DEADWOOD' SUPPORTS WITH 12D
COMMON NAILS AT 6' OC STAGGERED 1 1/2'
FROM TOP AND BOTTOM EDGES OF 2X4
MEMBER.
NOTE: ALL PLYWOOD EDGES SHALL BE
SUPPORTED AND SECURED ON RAFTERS OR
STUDS OR SHALL HAVE SOLID BLOCKING
INSTALLED TO PROVIDE THE SUPPORT. IF
PLYWOOD EDGES DO NOT CENTER ON MEMBERS
THEN 2X4 'DEADWOOD' BLOCKING SHALL BE
INSTALLED PARALLEL TO MEMBERS TO
PROVIDE THE SUPPORT.
DOUBLE MEMBER BEAMS & HEADERS SHALL
BE SECURED.TO EACH OTHER WITH 16D AT
12' OC
CROSS SECTIONS
SCALE: 1/4' = 1'-0'
ANDREW KUTZ-
ARCHITECT
AR 0006491
11/1/2012
407)415-6554
ON =-I'-10 c z
wo-
wu)o
RGLASS BATT
IraCJ
w V)
N WITH METAL u o
FACE FOR ALL i
o
Q
R WALLS (R II) i
i
NEW OR REPAIR
EXISTING
CROSS SECTIONS
SCALE: 1/4' = 1'-0'
ANDREW KUTZ-
ARCHITECT
AR 0006491
11/1/2012
407)415-6554
0 RESTORE FLOOR EDGE
TO MATCH EXISTING
AlaADJACENT WITH NEW
SUPPLEMENTAL FOOTING
NM
II
l
II
II
IJ
II
2x6 BLOCKING BETWEEN ALL
JOISTS WITH U26
JOIST HANGER
CONNECTIONS
NEW 36X36 STOOP
AND STEPS
MAX RISE 7' MAX RUN 11'
EXISTING BEAM - CUT OFF NOTCHED
JOIST TAILS AND INSTALL SOLID BLOCKING
TO FLUSH WITH TOP OF JOISTS
AND U26 JOIST HANGER CONNECTORS
2x6 PT AT 16' OC
WITH JOIST HANGER
AT EACH END
EXISTING BEAM - CUT OFF NOTCHED
JOIST TAILS AND INSTALL SOLID BLOCKING
TO FLUSH WITH TOP OF JOISTS
AND U26 JOIST HANGER CONNECTORS
RECONSTRUCT THE FLOOR EDGE
TO MATCH THE TYPICAL FLOOR EDGE
INSTALL 2X6 BLOCKING
BETWEEN ALL JOISTS
WITH JOIST HANGER
CONNECTIONS
SEE DETAILS DRAWING 6
EXISTING
NEW OR REPAIR
EXISTING WALLS
NEW OR REPLACMENT V
EXISTING WALLS TO BE
BRICK
STUCCO
NEW POST ( 4x4 PT)
FLOOR FRAMING
SCALE: 111C =1'-0"
ANDREW KUTZ-
ARCHITECT
AR 0006491
11/1/2012
407) 415-6554
0
DOUBLE 2x6 JOISTS THIS AREA
ADD A SUPPLEMENTAL 2x6
PT TO EVERY FLOOR JOIST
CONNECT ENDS TO
BEAMS WITH U26-2 JOIST HANGERS
OADD2x6PTLEDGER
SEE DETAIL DRAWING 6
26-2 I
EXISTING BEAM - CUT OFF NOTCHED
I
JOIST TAILS AND INSTALL SOLID BLOCKING
TO FLUSH WITH TOP OF JOISTS
AND JOIST HANGER CONNECTORS —
2x6 PT JOISTS ®16' OC
6
6
NEW 2-2x6 PT BEAM ON
CONTINUOUS FOOTING
BELOW JOISTS
3
6
I
I
as I
6 I
I
IS
SUPPLEMENTAL SUPPORT 6
BEAM 2-2X6 PT
CUT TO FIT
AND SECURE TO
JOISTS WITH
SIMPSON H2.5A
NM
II
l
II
II
IJ
II
2x6 BLOCKING BETWEEN ALL
JOISTS WITH U26
JOIST HANGER
CONNECTIONS
NEW 36X36 STOOP
AND STEPS
MAX RISE 7' MAX RUN 11'
EXISTING BEAM - CUT OFF NOTCHED
JOIST TAILS AND INSTALL SOLID BLOCKING
TO FLUSH WITH TOP OF JOISTS
AND U26 JOIST HANGER CONNECTORS
2x6 PT AT 16' OC
WITH JOIST HANGER
AT EACH END
EXISTING BEAM - CUT OFF NOTCHED
JOIST TAILS AND INSTALL SOLID BLOCKING
TO FLUSH WITH TOP OF JOISTS
AND U26 JOIST HANGER CONNECTORS
RECONSTRUCT THE FLOOR EDGE
TO MATCH THE TYPICAL FLOOR EDGE
INSTALL 2X6 BLOCKING
BETWEEN ALL JOISTS
WITH JOIST HANGER
CONNECTIONS
SEE DETAILS DRAWING 6
EXISTING
NEW OR REPAIR
EXISTING WALLS
NEW OR REPLACMENT V
EXISTING WALLS TO BE
BRICK
STUCCO
NEW POST ( 4x4 PT)
FLOOR FRAMING
SCALE: 111C =1'-0"
ANDREW KUTZ-
ARCHITECT
AR 0006491
11/1/2012
407) 415-6554
NEW 4x4 PO
EXTENDS
FROM WALL'
SQUARELY
EXISTING BEAM
SIMPSON AB POST
TO BEAM CONI
WITH II
AND 2-LCE4
NEW 2x6 CEILING J
24' OC FOR VOLUME
SIMPSON JOIST HANGAI
ALL CEILING J
BEAM CONNI
ADD 2x4'S TO THE
TO CREA
4-2x4 POST. CONS
BEAM TO THE POS
SIMPSON U210 JOIST
NOTE: ADD STUDS ANI
AS REQUIRED TO KEEF
ATTACHMENTS C
IN VERTICAL WOOD
2-2x10
SIMPSON H2.5A ALL 1
JOIST TO WALL
CONNE
THE EXISTING
ANG AND MAKE
ROOF FLUSH
ROOF FRAMING
SCALE: 1/4* =1'-0'
ERS 0 24' OC
AM WITH
OOD SPACER
7ERS AND
JOISTS
C
EMBERS
OC -NOTCH
ALL FOR
MEMBERS
x4'S TO THE EXISTING
EATE A MIN
POST. CONNECT THE
TO THE POST WITH A
ON U210-2 JOIST HANGAR
AL FOR ALL 2x10 BEAMS
BEAM W 1/2'
SPACER
IR
JOISTS
9
ANDREW KUTZ,•
ARCHITECT
AR 0006481
IQ V 11/1/2012
407) 415-6554
PLUMBING NOTES
ALL HOSE BIBS SHALL HAVE NON REMOVEABLE
VACUUM BREAKERS
THE POTABLE WATER SYSTEM SHALL BE
DISINFECTED IN ACCORD WITH THE PLUMBING
CODE
TEST THE WATER SYSTEM AT 125 PSIG FOR 24
HOURS BEFORE COVERING UP ANY WATER SUPPLY
LINES
TEST THE WASTE PIPING WITH A 10 FT HEAD OF
WATER FOR NOT LESS THAN 30 MINUTES
BUILDING PLIUMBING LINES SHALL BE PVC WITH
SPECIAL CODE APPROVED CPVC FOR HOT WATER
ANY HOT OR COLD WATER IN THE ATTIC /CEILING
SPACE OR FLOOR CRAWL SPACE SHALL BE
INSULATED
PROVIDE A GATE GALVE WATER SHUTOFF IN A
PLACTIC BOX WITH A REMOVEABLE COVER OTHER
THAN THE METER BOX
NICIP SYSTEM
AIR ADDMITANCE
ROOF
JOEL
g
N
PLUMBING WA;
RISER DIAGRA
sm m EXISTING
moss REPLACE OR NEW
PLUMBING PLAN
SCALE: 11,C =1'-0'
AIR GAP
WASH
4.
ANDREW KUTZ' : ••
ARCHITECT.
AR 0006491
11/1/2012
407) 41543554
EXISTING ELEC SERVICE
AND WEATHERHEAD- RAISE
WEATHERHEAD ABOVE ROOF
SECURE ALL WIRES -
FLASH ROOF PENETRATION
ELECTRICAL NOTES
PROVIDE INSULATED BOXES FOR ANY RECESSED
INCANDESCENT FIXTURES
ALL ELECTRICAL DEVICES SHALL BE INTERMEDIATE
GRADE OR BETTER
INSTALL ALL REQUIRED LOW VOLTAGE WIRING S
AND BATH FANS AND DUCTS WITH
DAMPED VENTS
ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12
ALL PRIMARY CIRCUITS SHALL BE COPPER. NO
ALUMINUM WIRE IS ALLOWED PAST THE METER
ALL FEEDER CONDUCTORS SHALL HAVE
COMPRESSION CONNECTORS
ALL WIRING DEVICES SHALL BE GROUNDED TO
THEIR BOXES
UNDERGROUND CONDUIT MAY BE PVC WHERE
ALLOWED BY CODE
SWITCH ALL LIGHTS AS SHOWN
ALL ELECTRICAL WORK SHALL MEET THE NATIONAL
ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE
SIZED TO MEET OR EXCEED THOSE REQUIREMENTS
REPLACE ALL EXISTING KNOB AND TUBE WIRING
WITH NEW WIRING
BY POWER COMPANY ( EXISTING)
RAISE EXISTING
WEATHERHEAD
ABOVE ROOF
METER
IN
CSU MIN
MIN V
ELEC RISER
0
120/240 V- 1 PH
150 AMP PANEL
30/40 CIRCUITS
125A MAIN
ARC FAULT
BREAKERS FOR
BEDROOMSAND
ALL CODE
REQUIRED
LOCATIONS
NEW ELEC PANEL
GF50A120-240V 1 PH
125A MAIN
6 CU
1@' x VY CU CLAD GROUNDROD (2)
FlEfirli
W SELF CLOSING
DAMPER AND SCREEN
0 `
@S&
3'
DRY
80
m
AC, AHU &
HWH ARE
EXISTING
BEDROOM
CONIENCE
O STOBE
ARC FAULT
5
42aD0D42
M
GF 0 220V OUTLET
0 DUPLEX OUTLET
OF GROUND FAULT OUTLET
0 RAISED OUTLET
S SWITCH (R = RHEOSTAT)
a EXHAUST FAN, OR MOTOR
4
THERMOSTAT
HVAC WITH STRIP HEATER
120/240 240V 7.5 KW
WATER HEATER
p DISCONNECT
AC L?J
PADDLE FAN WITH LIGHT
ELEC PLAN
SCALE: 1/4'= V-00
po COMBINATION
CARBON MONOXIDE
AND SMOKE
INCANDESCENT LIGHT
RECESSED LIGHT
VANITY LIGHT
4 TELEPHONEICOMPUTER
AS DIRECTED BY OWNEF;1
KUTZ
ARCHITECT
AR 0006421
11/1/2012qlp ( 407) 4154554
HVAC NOTES
ALL THERMOSTATS SHALL BE MOUNTED 5
FT ABOVE FINISHED FLOOR
THERMOSTATS SHALL BE 24 VOLT UNLESS
OTHERWISE INDICATED
PROVIDE DISCONNECT SWITCHES FOR HAVC
EQUIPMENT
ALL DUCT BENDS FROM VERTICAL TO
HORIZONTAL AND ALL ANGLED TURNS OF
DUCTWORK SHOULD HAVE TURNING VANES
INSTALLED
PROVIDE A UL LISTED MANUAL -RESET
SINGLE POLE SINGLE THROW FIRESTAT IN
THE RETURN AIR DUCTWORK TO STOP THE
AIR HANDLING UNIT FAN IN THE EVENT OF
AN EXCESSIVE RISE IN RETURN AIR
TEMPERATURE
PROVIDE AN AUXILIARY DRAIN PAN UNDER
THE AIR HANDLING UNIT FAN. PROVIDE A
FLOAT SWITCH AT THE AIR HANDLING UNIT
AUXILIARY DRAIN PAN. THE SWITCH SHALL
BE SET TO DE -ENERGIZE THE AHU FAN
MOTOR IF THE WATER REACHES A PRESET
DEPTH
INSTALL A DRAIN LINE OUT OF THE AHU TO
EXTERIOR OF BUILDING
REPLACE RAG'S WITH FILTERBACK GRILL
MISSING AC UNIT
FREON LINE
CONDENSATE LINE
WITH TRAP ON END
NEW OR REPAIR
HVAC PLAN ANDREW KUTZ
ARCHITECT
SCALE: 1/4' =1'-0'
AR 0006481
11/1/2012Tp (401) 415.6554
N
w-ro
FEB 13 His
BY:
REVISION
Permit # / 3 3 0 Revision #
Project Address: o'i bKJ a v,0 5 —
Contact:
Ph: l — Fax:
Email: -S,0911-
Trades
9/!
Trades encompassed in revision: General description of revision:
I
B" Building Building OK- 1//Y/f .7
Plumbing i
Electrical
Mechanical
Life Safety
ROUTING INFORMATION
Department
i
Utilities
Waste Water
Planning
Engineering
ETFire Prevention
I
Approvals