HomeMy WebLinkAbout101 Academy Aven dotr IT i
JUN 16 2011
t.
illy:
Application No:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ 72 5y• vy
Job Address: Aq/ ACA .,4vc_- Historic District: Yes No
Parcel ID• Zoning:
Description of Work: A,,2z' GcJ02zt
Plan Review Contact Person: ; Z4-14-,4 -' - -
1'- ,6' v - Title:
Phone: *- Fax: E-mail:
1 n " ° rope rty Owner Information
Name SA M U E L / 4a,e,1.:J
Street: Z_D/ e 4z1 Etilti Avf-
City, State Zip: ,
el"
A.c. i /a 327 -71 Name
Street:
City,
State Zip: Phone: /
v 7 - 32 Z - 78 0 9 Resident
of property? : ES Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Name:
zj;MeX 'uys,,tuc,/iv/ Street: P '-// [
1,A .Bv v;1a S City, St,
Zip: Ssa.4,f-dlc'/ct 3 Z -7 -7/ Bonding Company:
Address: Phone:
elo
7 71? Z - 3 &' Fax: YO7 -
2G q- 6 Z8Cf E-mail:
Mortgage Lender:
Address: 01101i
to
o?r;7e - z.4!oUll Y's1i1P1 Li0S ,aS
dA z nax3 mot, YPra e n PERMIT INFORMATION
SV03 33 h nain naio rtzA Y-
Ls1o4MOW r.Qu S o:dIbstnoB Building Permit Ell"" Square Footage: No.
of Dwelling
Units: Electrical Construction Type:
No.
of Stories: Flood Zone: IJ
A Plumbing New Service --
No.
of AMPS: New Construction - No. of Fixtures: Mechanical 13 (Duct
layout required for new systems) Fire Sprinkler/Alarm 0 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, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Lk
Owner/Agent is
Produced ID
APPROVALS:
COMMENTS:
DEBBIE BLANTON `
Notary Public - State of Florida
My Comm. Expires Feb 25, 2015
Commission # EE 60182
Banded Through National Notary Assn.
Personally Known to Me or
Type of ID - t Z'ts / 17
ZONING: UTILITIES:
ENGINEERIl)T'-- 4
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: 6 /i
Rev 11.08
1S
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, andSzoningregulations.
SI
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/dbpr/pro/cilb/ for
r
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. F
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person.
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
Scoverage.
Property a
I,O+i v,l[_., 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. - I . -
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
OWNER BUILDER STATEMENT/AFFID"IT
L
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
AA responsible for the construction and is not hiring a licensed contractor to assume responsibility.
4
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
Slicensed 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
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.
S
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
A employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
g_4 PPT!All
DAvw JOHmsoN. CFA.ASA
PROPERTY
APPRAISER
1INTY.01CSEMINOLEC0—* k
1101 E. RRsT.sr
RSANFOO. FL32771-1468
407-66W7506
VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Parcel Id: 35-19-30-515-0000-0460 Number of Buildings 1 1
Owner: MARTIN SAMUEL & EULA Depreciated Bldg Value 28,232 33,082
Mailing Address: 101 ACADEMY AVE Depreciated EXFT Value 0 0
City,State,ZIpCode: SANFORD FL 32771 Land Value (Market) 10,000 12,000
Property Address: 101 ACADEMY AVE SANFORD 32771 Land Value Ag 0 0
Subdivision Name: ACADEMY MANOR UNIT 01
Just/Market Value 38,232 45,082
Tax District: S1-SANFORD
Adj 0 0
Exemptions: 00-HOMESTEAD (1994)
HomesSaveOuurrHHomesAdj 0 6,370 Dor:
01-SINGLE FAMILY Amendment
1 Adj 0 0 Assessed
Value (SOH) 38,232 38,712 Tax
Estimator 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 38,232 38,232 0 Amendment
1 adjustment is not applicable to school assessment) Schools 38,232 38,232 0 City
Sanford 38,232 38,232 0 SJWM(
Saint Johns Water Management) 38,232 38,232 0 County
Bonds 38,232 38,232 0 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2010
VALUE SUMMARY Tax
Amount (without SOH): 0 SALES
2010
Tax Bill Amount: $0 Deed
Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) Savings: $0 Find
Comparable Sales within this Subdivision 2010 Certified Taxable Value and Taxes DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND
LEGAL DESCRIPTION Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... [I LOT
0 0 1.000 10,000.00 $10,000 LEG LOT 46 ACADEMY MANOR UNIT 1 PB 13 PG 93 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est.
Cost New
Building
1 SINGLE FAMILY 1961 3 851 1,099 851 CONC BLOCK $28,232 40,332 Sketch
Appendage
I Sqft OPEN PORCH FINISHED / 48 Appendage /
Sgft CARPORT UNFINISHED / 200 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi
Finshed Permits
NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ff
you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://
www.scpafl.orglweb/re web.seminole county title?parcel=35193051500000460&c... 6/16/2011
52" MAX. WIDTH
14" 6" MAX. 6
18513185 SINGLE HUNG FLANGE FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
i60PSF NONE
MAX.
6
IAX.
T
90„
MAX.
6' HEIGHT
6
AX.
I TABLE OF CONTENTS 1
ISHEET NO.I DESCRIPTION
ELEVATION AND GENERAL NOTES
INSTALLATION DETAILS
1
N
r
i t % ( Ac.,A&,-,r.
l
REVISIONS
DESCRIPTION DATE • APPROVED
NOTES:
1) 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 WOOD 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=0.42
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-T5 .055 THICK
13) APPROVED CONFIGURATIONS: ORIEL AND EQUAL UNITS.
14) MAXIMUM D.L.O. 49 1/4"x5l"
15) IF EXACT WINDOW SIZE IS NOT GIVEN USE ANCHOR QUANTITY FOR
NEXT LARGER SIZE.
MI WINDOWS AND DOORS
4314 ROUTE 209
ELIZABETHVILLE, PA 17023
185/3185 ALUMINUM SINGLE HUNG WINDOW
FLANGE FRAME NON -IMPACT
ELEVATION AND NOTES
DWG NO.
R.L. I 08-00802-00802
SCALE NTS °ATENTS7/13/09 1SHEET1 OF 2OF2
11R11I 11L !O/7 i/i
EN
0„6y95
o . T((AATllrrE OF
e. 0RMt'
2 5/8" MINIMUM
MASONRY/CONCRETE EDGE DISTANCE
BY OTHERS -
1X BUCK TO BE ° 1 1/4"
PROPERLY
SECUREDVI
MIN.
EMBEDMENT
FLANGE AND BUCKMAX. SHIMCAULKBETWEEN1/
43/16" TAPCONNTERIOR
EXTERIOR
3/16" TAPCON
PERIMETER
CAULK STOOL
BY OTHERS BY OTHERS
MASONRY/CONCRETE
OR PRECAST SILL
BY OTHERS
1 1/4"
MIN.
EMBEDMENT
2 5/8" MINIMUM
EDGE DISTANCE
VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
1/4" MAX. SHIM 1 1/4" MINIMUM EMBEDMENT
2 5/8"
MINIMUM
EDGE
DISTANCE
MASONRY/CONCRETE
1X BUCK TO BE BY OTHERS
PROPERLY SECURED
3/16" TAPCON
JAMB CROSS SECTION
MASONRY/CONCRETE INSTALLATION
r
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
CAULK BETWEEN
FLANGE AND BUCK
10 WOOD SCREW _-
EXTERIOR
10 WOOD SCREW
PERIMETER CAULK
BY OTHERS
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
rwpc
1 3/8" MIN.
EMBEDMENT,
1/4" MAX
SHIM
INTERIOR
VERTICAL CROSS SECTION
1/4" MAX. SHIM
MIN.
EMBEDMENT
2XBUCKOR WOOD FRAMING INSTALLATION
8" MINIMUM
MBEDMENT
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
JAMB CROSS SECTION
2X BUCKOR WOOD FRAMING INSTALLATION
REVISIONS
DESCRIPTION DATE _ APPROVED
1 MI WINDOWS AND DOORS 0\111
4314 ROUTE 209 Oy,
10 WOOD SCREW ELIZABETHVILLE PA 17023 •'\DENS .9Ji rytP • i
185/3185 ALUMINUM SINGLE HUNG WINDOW - *•
r/ti
o 51
FLANGE FRAME NON -IMPACT _
fl ,
S E = INSTALLATION DETAILS -p • TAT OF • ecc
DRAWN: DWG NO. REV O ls :c ORI P
scALE NTS DArE 7/13/09
OS
sr+oEr220F 2 s/ONA,1\
WINDOW ANCHOR LOCATIONS
CODE SIZE WIDTH H9GHi HEAD JAMBS SILL
12 18 1/8 25 G. K A, F G, K
13 18 1/8 37 3/8 G. K A. C, F G. K
14 18 1/8 49 5/8 G, K A, C, D. F G. K
15 18 1/8 62 G, K A, B, C, D, F G. K
16 18118 71 G. K A. B. C. D. F G, K
17 I8 1/8 83 G. K A, B. C, 0, E. F G. K
1/2 32 25 1/2 25 G, K A. F G. K
1/2 33 25 1/2 37 3/8 G, K A. C, F G, K
I/2 34 25 1/2 49 5/8 G.K A, C. D. F G, K
1/2 35 25 1/2 62 G. K A. B. C. D. F G, K
1/2 36 25 1/2 71 G. K A. B, C. D, F G. K
1/2 37 25 I/2 83 G, K A. B. C, D, E. F G, K
22 136 25 G, H, K A. F G. H. K
23 36 373/8 G, H,K I A, C,F G,H,K
24 36 49 5/8 G, H, K A. C. D. F G. H. K
25 36 62 G, H. K A, B, C. 0, F G, H, K
26 36 71 G, H. K A, B, C, D. F G. H. K
27 36 83 G, H, K A. B, C, D. E, F G. H. K
32 521/8 25 G. H. J,K A.F G, H. J.K
33 521/8 373/8 G. H, J,K A. C.F G. H. J,K
34 52 1/8 49 5/8 G, H. J ,K A, C, 0, F G. H, J ,K
35 521/8 62 G. H, J,K A. B. C, D.F G, H, J.K
36 521/8 71 G. H. J,K A, B, C, D,F G. H, J.K
37 52 I/8 83 G. H, J,K A, B, C, D, E, F G. H. J .K
2040 23 3/8 47 5/8 G.K A, C, 0,F G,K
2050 23 3/8 59 5/8 G. K A, C, 0. F G. K
2060 23 3/8 71 5/8 G, K A, B. C, D. F G, K
2070 23 3/8 83 5/8 G, K A. B, C, D, E, F G. K
3040 35 3/6 47 5/8 G, H, K A. C. D, F G, H, K
3050 35 3/8 59 5/8 G, H, K A, C, D, F G. H. K
3060 35 3/8 71 5/8 G. H. K A. B, C, D. F G. H. K
3070 35 3/8 83 5/8 G. H.K A, B. C, D, E,F G, H.K
4040 47 3/8 47 5/8 G, H. J.K A. C. D, F G. H, J ,K
4050 47 3/8 59 5/8 G, H, J,K A, C. 0,F G. H. J,K
4060 47 3/8 715/8 G. H, J,K A. B. C. 0,F G, H. J,K
4070 47 3/8 83 5/8 G, H, J,K A, B. C, D. E,F G. H. J,K
4450 513/8 59 5/8 G, H,J,K A, C, D,F G. H. J,K
4460 51 3/8 71 5/8 G, H, J ,K A, G. H, J.K
4470 51 3/8 183 5/8 1 G, H, J.K A, B. C, D, E, F G. H. J,K
52" MAX. WIDTH
6" MAX. MA.X40.C.
6" MAX.
18513185 SINGLE HUNG FLANGE FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
60PSF NONE
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
ELEVATION AND GENERAL NOTES
INSTALLATION DETAILS
AX.
T
i
AX=j 90"
MAX.
6' HEIGHT
T
4X.
I (- l Ac .A8P m
l
REVISIONS
DESCRIPTION DATE I APPROVED
NOTES:
1) 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=16 WAS USED FOR WOOD 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=0.42
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—T5 .055 THICK
13) APPROVED CONFIGURATIONS: ORIEL AND EQUAL UNITS.
14) MAXIMUM D.L.O. 49 1/4"x5l"
15) IF EXACT WINDOW SIZE IS NOT GIVEN USE ANCHOR QUANTITY FOR
NEXT LARGER SIZE.
MI WINDOWS AND9D00RS R11L041UTE
ELIZABETHVILLE, PA 17023 v,•>GENS9 9S%
185/3185 ALUMINUM SINGLE HUNG WINDOW
FLANGE FRAME NON —IMPACT
ELEVATION AND NOTES TATE OF
FS C0ROt G': DRAWN: DWG NO. REV
08
IO YA 1>>\ 500802scA1EDATENTS7/13/09 1 OF 2
n
ol
1
EXISTING DRIVE
PERMIT # OMC
EXIST. I NEW
9'-4" (FIELD VERIFY)
CMU AREA TO BE REPLACED
4'-6"X4'-0" SNTOMATCHEXIST.
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o
LU 0z
LU
Dining
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o
EXISTIN
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Q
0
CITY OF SANFORD - B#IIIR.I}IF' 9 PI.AI I.' REVIEW
PLANN1N OE ELO'[ P:"T SERVICES
APPROVED _
DATE
EXISTING
I CERTIFY THAT 1 HAVE REVIEWED \
5E PLANS AND HEY MWORM Ta
1 R /721DA 1T1 D. MDE n h
711E '1009 REVISIQIS [1lyC IW G1tID If0 MI
6RIAN A. P1OLYET P.E. repo "'xnwz wclrx
W E. RIDUSTRIAL DR. SUITE W BulneK eAnsw
MAIM CrrV
CERTFICATE AU74CRITY #0000cM W16WALMMMMO16iwW I- T.
mt awns s aAW14 DeSO FROsM M1 i 917
DATE
GUMM cant DMW FREaM —i
171JD Mllnlr RAK®AL AND Sym) eU W "D ODER CHMTATW ARE STATED OR k"
0
z
w
I
I
I
I
Carport
EXISTING
I
I
I
I
I
I
p,lfjn
scale = 1/4:12 q
I .
The ;;4FtVall Repair
1-48 W .ter B„IH SenfQrri, Fi Uzz /D/ /*eAOEA4 4V
miller constuction services
FL reg. CBC1251569 8241.Via Bonita St. Sanford, FL 32771
ROOFING AND STRUCTURE TO
REMAIN UNDISTURBED
SHADED AREA TO REMAIN
UNDISTURBED
8'-0" HGT_
EXIST.
MTS12
4X WD. COL.TO
BE REPLACED
LINE OF AREA TO BE
REPLACED
FAUX SHUTTER
NEW ALUM.
SH WINDOW
0-0" EXIST. F_F_-
ABU44
ROOFING AND STRUCTURE
TO REMAIN UNDISTURBED
LINE OF CMU AREA
TO BE REPLACED
I r-------------------------- 1
SHADED AREA TO
REMAIN UNDISTURBED
I CERTIFY THAT I HAVE REVIB4ED
5E PLANS AND THEY CONFOW TO,
2(Yf7 Fl rsmA wn r)ING. MQF niMh EFNW
REVI51d15 WIC YMD M® m MM
Z2004A. I MYET P.E. wo W WM2 r clae
W4 E. INDUSTRIAL DR. SUrM W lutcoaL eAMZ Y
ORANGE CTTYW woo"" B
CERTIFICATE AUTHORITY M0000W6 NI®eUL PRF`MF [a9ifOM N-6M
moruert. n imu:.vav m xa x. i ate
DATE I GYMS mat OE 101 PRmIatF. vle /
RAID 4A1. Alm S filE M Im 0TIB2 CBfTFTGITKNS ARE STATED OR ME
The rrapp4r-Wall Repair
c/ At4069 4v
12
EXISTING C=="
Im
NEW I EXIST.
I
front elevation
scale:.25=12"
8'-0" NGT_
EXIST.
1'1TS12
SIX WD.
COL.TO BE
REPLACED
TEXTURED,
STRUCK 4
PAINTED CMU
ABU44
0'-0" fin. fir.
side elevatio
miller constuction services
FL reg. CBC1251569 8241 Via Bonita St. Sanford, FL 32771
GENERAL NOTES:
I. PROJECT IS BOTH INTERIOR 4 EXTERIOR.
2. ALL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL PERTINENT FEDERAL, STATE, AND LOCAL
CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO:
NFPA 101 LIFE SAFETY CODE.
FLORIDA BUILDING- CODE. (2007)
3. ALL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE W/ ALL MANUFACTURERS SPECIFICATIONS,
GUIDELINES, AND RECOMMENDATIONS.
4. PRIOR TO START OF WORK, G.G. SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND PRINTED SCOPE OF
WORK TO BE PERFORMED UNDER THE CONSTRUCTION CONTRACT W/ A DULY AUTHORIZED REPRESENTATIVE OF
THE OWNER.
S. ALL FINAL COLOR AND FINISH SCHEDULE SELECTIONS SHALL BE APPROVED, IN WRITING, BY OWNER. IN
GENERAL, NEW CONSTRUCTION SHALL MATCH EXISTING AND CONTINUOUS CONSTRUCTION IN COLOR, FINISH,
MANUFACTURER, AND INSTALLATION METHOD.
S. G.G. SHALL FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO ORDERING NEW MATERIALS, FINISHES,
EQUIPMENT, AND FIXTURES. THESE CONSTRUCTION DOCUMENTS ARE BASED, IN LARGE PART, ON
TENANT —SUPPLIED RECORD CONSTRUCTION DOCUMENTS ('AS BUILTS'). THE ARCHITECT DOES NOT REPRESENT
THAT HE HAS FIELD VERIFIED THE RECORD CONSTRUCTION DOCUMENTS AND HE DOES NOT CERTIFY THEIR
ACCURACY.
7. G.G. REMAINS SOLELY LIABLE AND RESPONSIBLE FOR THE FOLLOWING:
IDENTIFICATION OF ANY AND ALL HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO ASBEST03—LADEN
MATERIALS. (NOTIFY TENANT, IN WRITING, IF ANY HAZARDOUS MATERIALS ARE DISCOVERED.)
THE ADEQUACY AND INTEGRITY OF ANY AND ALL STAGING, SCAFFOLDING, SHORING, AND FORM WORK.
ANY AND ALL JOB SITE SAFETY PROGRAMS.
B. NOT ALL AREAS OF THE PROJECT LOCATION WERE AVAILABLE FOR OBSERVATION 4 VERIFICATION 0 THE TIME
THESE CONSTRUCTION DOCUMENTS WERE PREPARED. CONSEQUENTLY, THE ARCHITECT DOES NOT CERTIFY
THEIR ACCURACY. THESE CONSTRUCTION DOCUMENTS SHALL NOT BE REFERENCED AS A LEASE EXHIBIT.
9. CONTRACTOR TO RUN ELECTRIC TO SLAB ON SIDE AREA OF HOUSE
10. G.G. TO VARIFY ALL EXTERIOR AND INTERIOR FINISHES WITH OWNER
EXIST. ROOF SYSTEM AND
ROOF STRAPPING
DRILL 6" INTO EXIST. LINTEL.
EPDXY & DRIVE JS & BEND
VERT., 25" LAP REO'D.
SPLIT FACE OF BLOCK 0
PROP. FILLED CELL LOC—
ATION. (TYP.)
ALTERNATE LOCATION
OF FOOTING DETAIL W/
FILLED CHAIR BLOCK —
DRILL 6" INTO EXIST. FTG.,
EPDXY & DRIVE #5 & BEND
VERT., 25' LAP REO'D.
CORRECTION
FOR MISSED DOWE
I CERTIFY THAT I HAVE REM54ED
BRIAN A. NOLYET P.E.
W4 I- ROUSTRIAL DR. SUfM W
ORANGE CITYI E t04509
CERTIFICATE A=ICIRITY t00DO%56
VALID WMV RM SEAL AND SIM B1E W
Usc wm a'@D m M
wD RICRTAx2 FA=
wm era=F
OOYOOHB 4 aADDM'. DESW PREMM .3Lq / $1:
GWJM DOM DE6101 PRB59M .9A/'A,
K0 0)IBt aRTmTw w STAT<D OR ma)
MAXIMUM SPACING OF FILLED CELLS
UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD
WIND (ASCE. 7-88 FIG. 3 = 15' — 20' HGT. = 22.3#)
MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS
IS 25 P.S.I. — A.C.I. 531 TABLE 10.1
SECTION PROPERTIES 8" PARTIALLY GROUTED
WALL = 95.43" (MASONARY STRUCTURES A.C.I.)
wl /8. S = M/In. 22.31 X r 12 / 8 * 25 = 95.43" X = 8.45"
USE 8'-0" HORIZ. SPACING — 9'-4" CEILING MAX.
USE 6'-0" HORIZ. SPACING — 1D'-0" TO 12'-8" CEILING MAX.
USE OHORIZ. SPACING CEILING MAX.&
ADD LINTEL N/1)#5CONT® 94"HGT./
HURRICANE
BRAN
SIMPSON
TIE INTERCHANGABILITY
MODE
MT512
SCHEDULE_
FASTENERS#
14) 10d
LIPLIFT
1000
COMPLIANCE
413 NER)
SIMPSON META76 12) 10d x 1-1/2' 1490 469 NER)
SIMPSON HETA20 16) 10d x 1-1/2' 1890 469 NER;
SIuPS6M Hus28 141 16d. (6) 16d 1550 499 NER;
SIMPSON SPI 6) 10d, (4) 10d 585 499 NER)
SIMPSON SP4 6) 10d x 1-1/2' 735 499 NER)
SIMPSON LSTA36 26) 10d 1715 443 NER)
SIMPSON HS 4) 8d. (4) 8d 455 499 NER)
SIMPSON ABU44 1) 5/8' AB, (12) 16d, (2) 1/2' 2200 499 NER)
SIMPSON HTSI6 16) 10d 1280 413 NER)
SIMPSON LSD 6) 10d 420 443 NER)
USP AC5 6) 10d 425 3613 ICBO)
SIMPSON A34 a) 8d x 1-1/2' 365 413 NER)
SIMPSON HTS20 20) 10d 1450 NER)
SIMPSON SP2 6) 10d. (6) 10d 890 499 NER)
SIMPSON H4 4) 8d. (4) 8d 360 499 NER)
si NAIL VALUFC-
1) USE (1l MTS12 (OR I>T1RGIIANGA%E TRj FOR TRUSS TO BASED ON "NATIONAL DESIGN SPECS
FRAu WALL UOR BEA4 CONNECTION UNLESS NOTED FOR WOOD CONSTRUCTION FROM
OTHERWISE (U.N.O.) TABLE 8.8C — 'NAILSVF1' 2) USE (1) MEIA 20 (OR MERCHANGABLE TIC FOR TRUSS TO LATERAL LOAD DESIGNBLOCKWALLCONNECITWIU. N.O.)TIE)FOR ALL JOIST
Bd
SHE3) USE H11S26(OR
HANGER CONNECTIONS (UNO)
4) USE (3) 16d OR (3) .131 x 3 1/4' PASELODE GUN NAIL TO 10d 140FASTENJAGN10HPGIROER. (T4B) 1I 149s)(1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10.00018 DOWNLOAD)(
1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD)(
1) FRIED CELL REQUIRED WITHIN 4 FT OF GIRDER TRLISSES(<7500L8 DOWNLOAD)—
COLOU4NCE REPORT PE?NOWC
The Wall Repair
I 771 /m/ 4C40F/" q AV
Imiller constuction services
FL reg. CBC1251569 8241 Via Bonita St. Sanford, FL 32771
8 INCH LINTEL SCHEDULE
MARK
CAST-CRETE UPLIFT LATERAL
LENGTH TYPE 8F8-11 SF12-1T SF16-1T 8F20-1T BF24-1T 8F28-1T 8F32-1T 8U8 8F8
8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T
AO 2'-10'
34.)
PRECAST
2727 2878 4101 5332 6569 7811 9055
2021 2021
2727 2784 3981 5190 6407 7630 8857
BO 3'-6" (42') PRECAST
2165 2289 3260 4237 5219 6204 7192
1257 1257
2165 2215 3165 4125 5091 6061 7036
GO 4'-0" (48') PRECAST
1878 1989 2832 3680 4532 5387 6245
938 938
1878 1925 2750 3583 4422 5264 6110
pO 4-6' (54) PRECAST
1660 1762 2507 3257 4010 4767 5525
727 727
1660 1705 2435 3171 3913 4658 5406
EO 6-4- (64") PRECAST
1393* 1484 2110 2741 3375 4010 4648
505 505
1393 1437 2050 2670 3293 3920 4549
REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR.
ALL LINTELS TO ARE BE 8F16-1T/1B
GENERAL NOTES
2500 PSI CONC. FILL 1) CODES:
CONCRETE PLACED 1.1 FLORIDA BUILDING CODE
IN FIELD) 2) CONCRETE,
STD IW NOOK @ 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS, 1 EACH END OF 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
STIRRUP W/2 1/2' 2.1.2. PRE -CAST W/PRESTRF-55 REINFORCEMENT - 5000 PSIJmi"
A
LEG EXTENSION 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
PAST BEND. (TYP) 2.2 REINFORCING BARS:
7/32- STIRRUPS AT 2.2.1• STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION
4'-0' c-c (TIED OR
ASTM A615 (GRADE 60).
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
WELDED) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDA14GE WITH AGI 315.
1 ° 4 . 1' 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
MIN. MIN. 3) MASONRY:
g 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION
OF THE NATIONAL CONCRETEMASONRY ASSOCIATION AND ACI 530.
NOTES:
M N, IMUM CL?/ERAGE OF STEEL - 1.5"
STRETIGTN: f'm 1250 P51.
2. MIN. BEAR, G REQUIRED AT EA. END - 4 " 3 3 MORTAR SHALL BE TYPES. TYPICAL
LINTEL SECTION PRECAST
CONCRETE I
CERTIFY THAT I HAVE REVIEWED BE
PLANS AND THEY COJFORM TO+ BRUM
A. fiomr P.E. me "wtrAwce rutot 1 E.
MD WMIAL DR. SUfTH W warm wnw e ORAN«
CIM FL WM NO awomPE toAwqe
CEMMATE
AUTHORITY R000MW WMALPOW=Qm iCM N-we a2ycwgm
4 aAmIC D= FRESH M11 / 317 DATE "
RAW
mat DE50 eR05WM IDfMwwfu6gALADMVuM
RDOMCRTFIrATMARESTATEDORtFUI 4)
STRUCTURAL: 4.
1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' WITH
A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2101.3.1 OF
THE I997 EDITION OF THE STANDARD BUILDING CODE) NOTE:
IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. 15 RESPONSIBLE FOR
THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN
FIELD CONDITIONS, OTHER DE51GH PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING
MUST BE BROUGHT ATTENTION OF DANSCO ENGINEERING P.A. PRIOR M
TWF rPMMFNrFMFIJT OF CONSTRUCTION- IThe
Copper Wall Repair I 2440W. Airport Bvld. Sanford, FL 32771 miller
constuction services FL
reg. CBC1251569 8241 Via Bonita St. Sanford, FL 32771
wo.amaaaaa.as i i aa tam aA to as pull114M
Permit No. I a
Tax Folio No.
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
MARYMW MORSE, CLERK OF CIRCUIT COURT
MINOLE COUNTY
RK 07SU Pg 19741 Upg)
ELE AKI S #I 2011063923
RECORDED OU16 Mi. It 1ttA004 AN
RECORDING FEES 10.0
RECORDED BY T Wth
The undersigned hereby gives notice that improvement
will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
1 Description /of property. (legal description of the property, and meet addres f available)
e ^ d - l i- 3 0o _,r;-(6 c 2.
General description of improvement: ke-,no_kf w o V-1 <_ 3. Owner
information: Name: u C L - (LlMct i Address: I ; (-
t-d f:!, . -e— 54,,,--d Glu 3 z 77 b. Interest
in property: r7 tp n p_V_ c. Name
and address of fee simple titleholder (if other than owner): Name: .NF Address: 4.
Contractor
Name: D tuWz4 Phone number: CLE N c. Address:
g M 5. Surety
Name Address: C5.
011 b. Amount
of bond: $ 6. Lender:
Name: Address: b.
Lender'
s phone number: Ta. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.
a.
In addition to himself or herself, Owner designates of to receive a copy of the Lienor's
Notice as provided in Section 713.130)(b), Florida Statutes. b. Phone
number of person or entity designated by owner: 9. Expiration
date of notice of commencement (the expiration date is 1 year from the 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 1, 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 Signarurc of
Owner or Owner's Authorized Officer/Director/Partner/Manager The foregoing
instrument was acknowledged before me this day authority.... e.
g. officer, tnlstee, attorney in fact) for (name of party i Signature of
Notary Public Personally Known
OR Produced Identification Signatory's
Title/Office Notary Public •
State of Florida My Comm.
Expires Feb 25, 2015 Commission # EE
60182 Bonded Through
National Notary Assn. Type of
Identification Produced type of
LAWS Verification
pursuant
to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts
s ate in it are true to the best of my knowledge and belief. Signature of
Na uril $on love' Rev. date
3/2008