HomeMy WebLinkAbout2513 Poinsetta Ave 11-1119 GARAGEK RECEIVED
P C N
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MAR 2 8 2011
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
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Application No: I
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Documented Construction Value:
le
Job Address:/
Parcel ID: a6 - :t / h % 1 dD
Description of Work:
Historic District: Yes N0119
Zoning:
Plan Review Contact Person: Pie, 4i 2 Title:
Phone: I-ID'7, h ' y! %/ Fax: E-mai1_7ebe?17 a (l ' E 11a660,44
Property Owner Information
Name 'TY %f 9j' Q%IGf/V f ! r go(a40 dot Phone: 4-161.
Street: &lz ele zM Resident of property?: Ale)
City, State Zip: W144, 1 4-)( rKT
Name -
Street:
City, State Zip:
Contractor Information (r°f'U dl
Phone:
r— i.
Fax:
State License No.:
Arch itect/Eng1neer Information
Name: 7 -10 -ha /',/ %l zz) Phone: r 2 ro 96
Street: rD (tom/
j%
b i /7 , f l F/c'i Fax:
tY> P l//'.% ' rZ
lil '!? C/l 7 s /U.GZUy • C> Ci St Zig G E-mail:
Bonding Company:
Address:
Mortgage Lender: 49iR Pj
Address: PO &A 67C /-7/
e/,_)0.: 3 O PERM11AREM&AT
Building Permit
Square Footage: -3 2r Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone: x (See
Electrical
New Service — No. of AMPS:
Mechanical (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
tg3.ay
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.
rX d4arr;
Signa ure o 04wne,/ A IV Date
Print Owner/Agent's game
gn.Not.ty-tate of Flo 'd Date
o,A0.Y P4g JO ANN M. JOHNSON
MY COMMISSION # DD 761978
EXPIRES- arch 23, 2012
Bonded Budget Notary WOOS
Owner/Agent is Personally Known to Me or
Produced ID Type of ID F -1i P Z
APPROVALS: ZONING: *4 3.3-t1t UTILITIES:
ENGINEE '30 ' t FIRE:
Signature of ntractor/Agent Date
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:
COMMENTS: j kbr.,,,r Esc. ( n4 .b be. -Q miaA mcc
Rev 11.08
BUILDING:fr
Permit No. (u -` l N CA
Tax Folio No.
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
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.
1IIII If 11111 to 1191VIII iiIII IfWa41MIIt1111aIII IIN
NARYANNE NORSE, C'L.EKK OF CIRCUIT COURT
SE14INDLE COWY
SK 07547 Ptq C&8; Upgl
RECORDED 031a-&%41 1104.45 M
RECORDING FEES 10.00
RECORDED BY J Eckenrcth(all)
1. Description of property: (legal description of the property, and street address if available)
DG • Z6 - 3 • S -ay os'o 0030 ?Lsl'et d• 5aw. 3? ? 7
General description of improvement: daot ave- ae,
Owner information: Name:5o C a. Sa tQ
Address: /Z-5_ %CNG%pP!/ fL LiLfL°1(I
Interest in property: tJWAgwS
Name and address of fee simple titleholder (if other than Owner): Name:
Address:
4. Contractor Na e: / 'Gvy Phone number: yQ7 • pa- • %7j0
c. Address: , !u. @—
5. Surety Name
Address: G KIIhIkD ppj
b. Amount of bond: $ NA RYAN' W MORSE6. Lender: Name: CLERK OF CIRCUIT rgii.teTAddress: SEMINOLE COUNTY. t="A' b. Lender's phone number:
7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents m $9ii,60 L
provided by Section 713.13(l)(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 713.13(l)(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
tgnature of owner or Own@rs-Atfthorized Otticdr/Director/Partner/Manager Signatory's Title/Office,
A -`2-o 1 1 C -K -
The foregoing instrument was acknowledged before me thisZ17 day of/t(crr. (-y@4 by name of person) as (type of
authority, ... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) .
SEAL)
Si ature of Notary Public
P rsonally Known OR Produced Identification Type of Identification Produced.?
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I decl e , ,ave: rea l O e ` 't a
gLy PUB 6
aat/u
stated in it are tr to the best of my knowledge and belief. 2 % Notary Public - State of Florida
My Comm. Expires Jul 9, 2012
re of Natu .al P ,son Stgntng bovA e Commission # DD 804707
Bonded Through National Notary Assn.
Rev. date 3/2008
s
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name -7-1:>e n n S O c o`e r` Firm:
Address: 23 3 Vo,
City: f State: V`,_ Zip Code: 3 21 q Z
Phone: 4o -r--71;-5 -9G77 Fax: Email: '.,e LZINkLe 15,0 L o L Cern-.
Property Address: 25 N -3 AD i'Se'
Property Owner: Ty14- d4 SaM0.r _1 t7C. Acker
Parcel identification Number: oco -2o•'3 I. 5U Z. pSpo • c94p30
Phone Number: L10. 7t'Z • S"7 -7o Email:
The reason for the flood plain determination is:
New structure C'4:c "t Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
Flood Zone: X Base Flood Elevation: Datum: Ig N
FIRM Panel Number: 1210 'Zq 4 0(,) -7-a Map Date: • L • O'7
The referenced Flood Insurance Pate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: F-1floodplain floodway
LY I /he structure is not in the:loodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
c I l • I I q - i z lac e o,,- , .P
Reviewed by: Date: '3 p , t
TAEngr-Files\Elevation CertificateTlood Zone Determination Request Form.dOG
N
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
Rev. 9.14.2009
I understand that state law requires construction to be done by a licensed contractor and have applied for
G , an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that 1
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000: The building or
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.
1
J
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 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
w
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
l
I
Property Address: 1-5--i 9 TO Cl,6eA- Ok. kbe : -5 atk A 4 32 7 %J
capable of performing
do hereby state that I am qualified
construction involved with the permit application filed and agree to the
at
Form of Identification D L_
Must be Photo ID)
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
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information 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: 1-5--i 9 TO Cl,6eA- Ok. kbe : -5 atk A 4 32 7 %J
capable of performing
do hereby state that I am qualified
construction involved with the permit application filed and agree to the
at
Form of Identification D L_
Must be Photo ID)
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
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
tyitiC.iCi Laa Cr`.: d"
0.2 3] i1
18
a3 s i3
DAVID JOHNsoN, CFA. ASA SR 46
PROPERTY'
S
APPRAISER
a,
a
N a 1 78foSEMINOLECOUNTYFL. 3 tl Ti f, 5c 7 :A
1101 E. FIRST ST M
y -
SAN FORD, FL32771-1468
407-565-7506 m a 3
Aa 10
11
ro
t
VALUE SUMMARY
VALUES
2011 2010
GENERAL Working Certified
Value Method Cost/Market Cost/Market
Parcel Id: 06-20-31-502-0500-0030
Number of Buildings 1 1Owner: SOCHACKI SAMANTHA J TY K
Depreciated Bldg Value $48,689 54,713Own/Addy:
Depreciated EXFT Value $1,948 1,948MailingAddress: 1233 VALLEY CREEK RUN
Land Value (Market) $28,200 35,250City,State,ZipCode: WINTER PARK FL 32792
Land Value Ag $0 0PropertyAddress: 2513 POINSETTA DR SANFORD 32773
JustlMarket Value $78,837 91,911SubdivisionName: PALM TERRACE
Tax District: S1-SANFORD Portablity Adj $0 0
Save Our Homes Adj $0 0Exemptions:
Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 0
Assessed Value (SOH) $78.837 91,911
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 78,837 $0 78,837
Amendment 1 adjustment is not applicable to school assessment) Schools 78,837 $0 78.837
City Sanford 78.837 $0 78.837
SJWM(Saint Johns Water Management) 78,837 $0 78,837
County Bondsl 78,837 $0 78,837
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vacllmp Qualified 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 09/2010 07469 1469 $75,000 Improved No
2010 Tax Bill Amount: 1,846
CERTIFICATE OF TITLE 07/2010 07413 1268 $100 Improved No
WARRANTY DEED 09/2004 05469 0721 $106,000 Improved Yes
2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 08/1981 01353 0520 $42,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
FRONT FOOT & DEPTH 150 126 .000 20000 $28,200 LEG LOTS 3 4 & 5 BILK 5 PALM TERRACE PB 4 PC 82
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 1925 6 1,278 2,688 1,278 SIDING AVG $48,689 111.288
Sketch
Appendage / Sgft UTILITY UNFINISHED/ 18
Appendage / Sgft OPEN PORCH UNFINISHED / 78
Appendage / Sgft OPEN PORCH FINISHED / 184
Appendage / Sgft UTILITY UNFINISHED / 560
Appendage I Sqft GARAGE UNFINISHED / 570
NOTE: Appendage Codes included in Living Area Base, Upper Story Base, Upper Story Finished. Apartment. Enclosed Porch Finished.Base
Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1925 1 $400 1,000
WOOD DECK 1979 774 $1,548 3,870
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 31!q / I1
I hereby name and appoint: VEJUL51 S Sod c:
an agent of J --y %L
Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
3
7?
0 AS pita A Sats -fid i_
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name:
State License Number:
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 'j-rY1 I nol
The foregoing instrument was acknowledged before me this Of#)[ay of HVVCJ'—,
200 1 11 , by , -T ,SOGInOt C K I who is 8'personally known
to me or ii ho h s produced
identification and who did (did notytake an oath./---,
Notary Seal)
aauuaa,,ROBIN L. RUPP
s* Notary Public • $tate of Florida
filly Comm. Expires Aug 30.2014
Commission # EE 22015
Bonded ltuoupA Ns0oael Assn.
Rev. 3/27/07)
Print or type name
Notary Public - State of 1:4 t .a—
Commission No.
My Commission Expires: .2b l
as
Seminole County Property Appraiser Get Infonnation by Parcel Number Page I of 1
PARCEL, 1,t i A:
d2 1' Z3 n. 7t
r
DAVID JOHNSON, CFA, ASA E SR 40
III
PROPERTY
31 1/ C
APPRAISER 3 1 J _19 3 18
3 1a + 1a a Ia
SITMINOLE COUNTY f2.27 M 's
1101 E. FIRST ST 36 D7 L 2 F"
SAHFORO FL32771-1468
3 b :a i 73407-665-7506
r.
mka
0
VALUE SUMMARY
2011 2010
VALUES Working Certified
GENERAL
Value Method Cost/Market I Cost/Market
Parcel Id: 06-20-31-502-0500-0030
Number of Buildings 11 1
Owner: SOCHACKI SAMANTHA J TY K
Depreciated Bldg Value $48,689 54,713Own/Addr:
Depreciated EXFT Value $1,948 1,948MailingAddress: 1233 VALLEY CREEK RUN
Land Value (Market) $35,250 35,250City,State,ZipCode: WINTER PARK FL 32792
Land Value Ag $0 0PropertyAddress: 2513 POINSETTA DR SANFORD 32773
Just/Market Value $85,887 91,911SubdivisionName: PALM TERRACE
Portability Adj $0 0TaxDistrict: S1-SANFORD
Save Our Homes Adj $0 0Exemptions:
Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 0
sessed Value (SOH) $85,887 91,911FTaxEstimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 85,887 $0 85,887
Amendment 1 adjustment is not applicable to school assessment) Schools 85,887 $0 85,887
City Sanford 85,887 $0 85,887
SJWM(Saint Johns Water Management) 85,887 $0 85,887
County Bonds 1 85,887 $0 85,887
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vaclimp Qualified 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 09/2010 07469 1469 $75,000 Improved No
2010 Tax Bill Amount: 1,846
CERTIFICATE OF TITLE 07/2010 07413 1268 $100 Improved No
2010 Certified Taxable Value and Taxes
WARRANTY DEED 09/2004 05469 0721 $106,000 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 08/1981 01353 0520 $42,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick..
FRONT FOOT & DEPTH 150 126 .000 250.00 $35,250 LEG LOTS 3 4 & 5 BLK 5 PALM TERRACE PB 4 PG 82
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 1925 6 1,278 2,688 1,278 SIDING AVG $48,689 111,288
Sketch
Appendage I Sqft UTILITY UNFINISHED / 18
Appendage I Sgft OPEN PORCH UNFINISHED / 78
Appendage / Sgft OPEN PORCH FINISHED / 184
Appendage / Sgft UTILITY UNFINISHED / 560
Appendage I Sqft GARAGE UNFINISHED / 570
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base. Upper Story Finished. Apartment, Enclosed Porch Finished. Base
Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1925 1 $400 1,000
WOOD DECK 1979 774 $1,548 3,870
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=06203150205000030... 3/28/2011
ITW Building Components Group,
sCE 1950 Marley Drive Haines City, FL 338440jFloridaEngineeringCertificateofAuthorizationNumber: 0 278
Florida Certificate of Product Approval # FL1999
Page I of 1 Document IQ: IUA I 408-ZO707143929
Truss Fabricator: Accu -Span Truss Company
Job Identification: 1829-/Sochacki Addition -- 2513 Poinsetta Avenue SANFORD, FL
Truss Count: 6
Model Code: Florida Building Code 2007 and 2009 Supplement
Truss Criteria: FBC2007Res/TPI-2002(STD)
Engineering Software: Alpine Software,Version 10.02.
Structural Engineer of Record: The identity of the structural EOR did not exist as of
Address: the seal date per section 61G15 -31.003(5a) of the FAC
Minimum Design Loads: Roof 31.0 PSF @ 1.25 Duration
Floor N/A
Wind 120 MPH ASCE 7-05 -Closed
Notes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown
on the individual truss component drawing.
3. As shown on attached drawings; the drawing number is preceded by: HCUSR408
Details: A1201505-GBLLETIN-
N0.2283J
y
i
TE OF@,
La Rpt o
At
Walter P. Finn
Truss Design Engineer -
1950 Marley Drive
Haines City, FL 33844
Ref . Description Drawing# Date
1 89218--A3 11066153 03/07/11
2 89219--A2 11066154 03/07/11
3 89220--AGE1 11066155 03/07/11
4 89221--AGE4 11066156 03/07/11
5 89222--BGE1 11066157 03/07/11
6 89223--B2 11066158 03/07/11
N0.2283J
y
i
TE OF@,
La Rpt o
At
Walter P. Finn
Truss Design Engineer -
1950 Marley Drive
Haines City, FL 33844
kJ0L7-/3ULIId LKI HUUIL.IUII -- LJ 1J
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Roof overhang supports 2.00 psf soffit load.
Truss passed check for 20 psf additional bottom chord live load in areas
with 42" -high x 24" -wide clearance.
4X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located
within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind
BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load.
3X6 (Al)
12-6-
R=1107 U=209 W=8rr
RL=166/-176
25-0-0 Over 2 Supports
Design Crit: FBC2007Res/TPI 200 STIT
PLT TYP. Wave FT RT=20%(0%) 10
TMWARNING*` READ AND FOLLOW ALI. NOTES ON THIS SHEET!
IMPORTANT** FURNISH THIS DESIGN TO ILL CONTRACTORS INCLUDING INSTALLERS.
Trusses reVuire exCreme ca a in fabrtca ting, ha ndling. sl Vp, ng. installing .00 D Sfef
follow [he la[esc edition of BCsl (Bun , ng component safety InYorma tion. Dy TPI a IT 11
practices prior to performing [hese f.. [tons. Installers spall provide 11,Pora.. clog pLr
Unless note otherwise, top chord Shall have Vr operly aIt-12 struolur., sheathing D hottgp
shall have a properly attache rig, ceiling. Loc. tions shown for permanent lateral
shall have Dr acing install, per BCSI sections B3, B] or B10, as applicable.
ALPINE I1'W Bundi ny Components 0roup Inc. (ITWBC G) shall not be r-pons,Dle fpr any devtaci t
ny failure to EMU the truss In conformance wi [h ANSI/TPI 1, or for han ling. shiVpiI
Dr acing of trusses. Apply Vlates to each face of truss and position as shown above an e
Details, unless notes ath erwlse. Refer to drawings 11OA-Z for stantlartl place Posit i ons. a
tlrawing pr cover page lisn ny [pts tlrawing, indicates acceptance of professl onal engtneertng
I Building COlnpOOBlItJ Group A0. respnns,bn,cy solely for the design shown. The sun l,cy and use of this design for any scr
the responst Dili[y of the Butldlng Dest goer per ANSI/TP1 1 Sec.2. For .... nf or macion see: T
Haines City, FL 33844 general notes page: 1'l IJ -BCG: w ww _, Gw Dcg.com; TPI: www_ tpinsc.o ry: wTCA: ww abclDd.stry.00
FLCOA#0278 ICC: www.iccsafe.prg
12-6-0
1 Q., 4.113
r to
saf ty • " s
BC
TE OFowe •
1VAl
h1 s
03/07/2011
8-8-0
R=1011 U=179 W=8"
L 3Y:11 FL/-/3/-/-/R/- R
03/07/11
TC TC LL 20.0 PSF
JB/WPF
TC DL 7.0 PSF
RB
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.25°/Ft.
REF R408—— 89218
DATE 03/07/11
DRW HCUSR408 11066153
HC -ENG JB/WPF
SEQN- 126146
FROM RB
JREF- 11JA1408_Z07
4k..26 Ga. PBR 36" Wide over 1 x 4 Wood Purlins
CONTINUOUS
TAPE SEAL,
x 14-7/8 LAP
X 24" O.C.
12
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36" O.C.
NOMINAL COVERAGE
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GULF COAST SUPPLY & MFG., INC.
4020 SW 449STREET
HORSESHOE BEACH, FL 32648
888-393-0335
PREFINISHED
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9-15 X 11/2" WOOD SCREW
WIWASHER [6 PER PANEL]
SEE PANEL INFO. SHEET]
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GULF COAST SUPPLY & MFG., INC.
4020 SW 449 STREET
HORSESHOE BEACH, FL 32648
888-393-0335
m
RIDGE 9-15 X 1'/2" WOOD SCREW
W/WASHER [6 PER PANEL]
SEE PANEL INFO. SHEET]
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SEE PANEL INFO. SHEET]
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GULF COAST SUPPLY & MFG., INC.
4020 SW 449 STREET
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4020 SW 449 STREET
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888-393-0335
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GULF COAST SUPPLY & MFG., INC.
4020 SW 449 STREET
HORSESHOE BEACH, FL 32648
888-393-0335
PREFINISHED
PBR PANEL
EXISTING PLYWOOD
9-15 X 11/2" WOOD SCREW
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SEE PANEL INFO. SHEET]
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4020 SW 449 STREET
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888-393-0335
PREFINISHED
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SEE PANEL INFO. SHEET]
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CLOSURE
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4" O.C.)
GULF COAST SUPPLY & MFG., INC.
4020 SW 449 STREET
HORSESHOE BEACH, FL 32648
888-393-0335
C SIV
2
NOV 2 2 2011
REVISION
PERMIT #
f l/q DAT A -v -J -
Ty
PROJECT ADDRESS
CONTRACTOR ;kAAc%.
PHONE # D S FAX # ,
CONTACT PERSON SDC C f j,/
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING
OFFICE PERMIT #
ITW Building Components Group, Inc.
1950 Marley Drive Haines City, FL 33844 • • • . .
Florida Engineering Certificate of Authorization Number: 0 278 p r• G • %
Florida Certificate of Product Approval # FL1999
Page 1 of l Document ID:1 UH8408-ZO421 1 05 710
Details: -
Ref Description Drawin # Date
1 42125--A3-R 11325037 11/21/11
2 42125-43-11 11325039 11/21/11
3 42125 --DR / AVACKSCAB 11325038 11/21/11
Repair Charge: $0.00 per Custorwr Agreenent.
Aimunt to be invoiced separately.
No.22839
Truss Fabricator: Truss ConpanyAccu -Span
rob identification: REP 1829-/Sochack i Add i t i on -- 2513 Po i nsetta Avenue SANFO FCS TE OFTrussCount: 3
Model Code: Florida BuildingCode 2007 and 2009 Su lemrntPP moi(` r•.,L 0 laTrussCriteria: FBC2007Res/TP I -2002 (STD) kt, ••.. R .•'
Engineering Software: Alpine Software, Version 10.03. AL
Structural Engineer of Record: The identity Of the structural EOR d i d not exist as of
Address: the seal date per section 61G15 -31.003(5a) of the FAC 11/21/2 11
Minimum Design Loads: Roof - 23.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 120 NPH ASCE 7-05 -Closed
Notes:
1. Determination as to the suitability of these truss conponents for the Walter P. Finn
structure is the responsibility of the building designer/engineer of Truss Design Engineer -
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive
on the individual truss conponent drawing. Haines City, FL 33844
3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408
Details: -
Ref Description Drawin # Date
1 42125--A3-R 11325037 11/21/11
2 42125-43-11 11325039 11/21/11
3 42125 --DR / AVACKSCAB 11325038 11/21/11
Repair Charge: $0.00 per Custorwr Agreenent.
Aimunt to be invoiced separately.
REP 1829-/Sochacki Addition -- 2513 Poinsetta Avenue SANFORD, FL 32773 - A3 -R)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Roof overhang supports 2.00 psf soffit load.
Truss passed check for 20 psf additional bottom chord live load in areas
with 42" -high x 24" -wide clearance.
Deflection meets L/240 live and L/180 total load.
4X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located
within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind
BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
3X6(A1)
IE 6-:I
R=1107 U=209 W=8"
RL=166/-176
12-6-0
25-0-0 Over 2 Supports
Design Crit: FBC2007Res/TPI-2002(ST —;
PLT TYP. Wave FT/RT=20%(0%)/10(0) 1 '03
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET!
11/21/2011
IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
Tr reHui xirene care in Fa bricatinq, handling, snippinq, instal ng and cing. y n
SWre a
24.0"
follewstM1 I [e tli ti on of BCS! (Huiltlinq Cenponent Sa Fety InFornation,lby TPI a tlaWTCA)
pre i s p.ierste pe.Forni ng t In Ilers s provitle tempo rarynb ngisiruct
BC51.:
Unlessc
netad eine rwi se, tap cn rdsshaulchevasproperly attache ural sn a ing a
shall M1eve a properly act cM1etl rigitl ceiling. Locations sM1ew Far pernenent lateral rest.. nas
qlb•
shall neve bracing installed per BCS! sections B3, BT er BlO, applicable.
ALPI NE ITW Buii ng Components Group Inc. (ITWBCG) s I not ba .espon a for any d--- Fra
1te
s/
9y
i
any Feil r ui d thn t uss in c nfe ace -
thi
ANSI/TPI 1. For handling, nipping MCiJ, I
bracing of trus
si.
Apply11 11 ea ace of uss end post ion es sM1own eb ve and on tFd
eaJ
Details unl esssnotetl e. Refertte raw
ingsr
160A -Z for s anda,d plate positions. A s
rngsthis
e al
Bllr/Qtll ComponentsGrou9P
Haines City, FL 33844
FL COA 40 278
C.
nq,o v r p:R. ng, ndi accept. a of professional engi neeri ng
espon cty solely F e
tlesignr
1Tllecs tebil iy antl u chis tl sign for any s
the ,espon lity of tM1e Building Deskgoer per ANSI/TPI 1 Sec.2. sForfn r n
gen al s page; ITW-BCG —it—, con, TP1'. www tpinst.org; -1 A www.sb—dusiry,cen, Icc r.w. a erg
I
tTheisujob'I
BIG
1011 U=179 W=8" ShlP. e
L QT%3 FL/-/3/-/E/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
TE iyF • BC DL 10.0 PSF
a R
VBC LL 0.0 PSF
yC,Y
TOT . LD . 37.0 PSF
IIViAL DUR .FAC . 1.25
Scale =.2511/Ft
REF R408-- 42125
DATE 11/21/11
DRW HCUSR408 11325037
HC -ENG DR/WPF
SEQN- 174189
FROM RB
JREF- 1UH8408 ZO411/21/2011 SPACING 24.0"
Scale =.2511/Ft
REF R408-- 42125
DATE 11/21/11
DRW HCUSR408 11325037
HC -ENG DR/WPF
SEQN- 174189
FROM RB
JREF- 1UH8408 ZO4
1829-/Sochacki Addition -- 2513 Poinsetta Avenue SANFORD, FL 32773 REPAIR - A3 -R )
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Refer To Drawing HCUSR408 11325037 For Details Not
Shown On This Drawing.
Prior to and during repair operation, this truss
and any supported spans must be temporarily braced
and shored. The design and positioning of such
shall be designed and supplied by others.
TRUSS REPAIRED TO REMOVE SECTION OF BOTTOM CHORD AND WEBS AS SHOWN BY
DOTTED LINES (LOADING REDUCED AS SHOWN FOR TIN ROOF)
1) PRE -FABRICATED JACKSCAB REQUIRED.ATTACH
JACKSCAB TO ONE FACE OF TRUSS WITH 0.131"X3.0"
GUN NAILS 4.0" O.0 IN MATCHING CHORDS AND WEBS
WITHOUT SPLITTING LUMBER.
SEE HATCHED AREA FOR JACKSCAB DETAILS.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
In lieu of structural panels or rigid ceiIinuse purlins:
CHORD SPACING(IN OC) START?FT) END(FT)
TC 48 0.10 0.14
TC 48 0.00 24.23
TC 48 12.17 12.17
TC 48 24.23 24.33
BC 95 0.10 8.20
BC 80 8.20 16.13
BC 95 16.19 24.23
SEE DWG HCUSR408 11325038 FOR JAKCSCAB DETAILS
R=571 U=303 W=8"
RL=150/-150 7-9-0
1-6-0
25-0-0 Over 2 Supports
5 TO BE CUT AND REMOVED.
R=571 U=303 W=8"
Design Crit: FBC2007Res/TPI-2002(STD f 9
PLT TYP. Wave FT/RT=20%(0%)/10(0) 10:03. lVTY: FL/ -/3/-/E/-/- Scale=.25"/Ft.
TRUSS REPAIR * * TC LL 16.0 PSF REF R408-- 42125
DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE TC DL 4.0 PSF DATE 11/21/11
AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP : /
i\J,
THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESSIVE BC DL 3.0 PSF DRW HCUSR408 11325039
CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE,
IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE • BC LL 0.0 PSF HC -ENG DR/WPFALPINECAUSEOFTHEDAMAGEINTHEIRDECISIONWHETHERTOREPAIRORREBUILD. V * RID•• `
TOT. LD. 23.0 PSF SEQN- 174189
REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS '
1rBullQingCo...,. Group nC. REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY DUR . FAC. 1.25 FROM RB
INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY,
Haines CO
COAty,
FI. #
0 27788
AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING.
11/21/2011
FL SPAC I NG 24. 0" J REF - 1 U H8408 Z04F —
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
REP 1829-/Sochacki Addition -- 2513 Poinsettia Avenue SANFORD, FL 32773 - A3JACKSCAB)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
0-6-3
4X6 --
0-6-3
X6=
3X4(B1)
3X6= 1. 5X4 III 1 .5X4 III 3X6=
fE
12-2-0 _I_ 12-2-0
f 8-3-8 T 7-9-0 r 8-3-8
j 24-4-0 eq f
EP. e,
3X4(B1)
0-6-3
Design Crit: FBC2007Res/TPI-2002(ST —? V -N '•— '.
PLT TYP. Wave FT/RT=20%(0%)/10(0) if 1 '03 7. QT 0 FL/ -/3/-/E/-/- Scale =.3125"/Ft.
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET!
IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTURE INCLUDING INSTALLERS , LL 1 6.0 PSF REF R408-- 42125
Trusses require extreme cera in Fabricating, bend—q. sM1ipping,instal ng an. ... eiCA) ne. fblloa tM1 latesc etli ti on of .CSI (.viltling Conpanaa Infgrnation,ln[ SFety by TPI WT eli tq nae
TC
TC DL 4.0 PSF DATE 11/21/11
practices prior co performing tM1 se functions. Ins[elle s sn I provitle tempora ry b ingIstrutt CSI.
U 1 eis nntelf amar.isa, toc chorC seal I have properly a[ oohs oral sM1ea[ti nH antleh— a properly , t M1etl rigitl ceiling. LOCatlb-1—hen fbr permanent a er I reser
1-1 neve bracing instaleetl per .CSI sections 83, B7 or B10, es applicable,
bf TE OF : • Q BC DL 3.0 PSF DRW HCUSR408 11325038
ALP I NE ITW .aiII ng caaPanents GrooP Inc. (IT 111 smell nbt be espbnsible far any tleviatian r n S BC LL 0.0 PSF HC -ENG DR/WPF
any fail u tM1e t uss in t.bfornantl 1111 /11151/TPlr1. or for h ntlling, 1hiPping,fi st
ng of u s'tl APPIyrPlebes t ea ata of t ass antl Pnsitipn — b.— ab.— antl the J W 1 W I'D,., 1/ • TOT LID. 23
othoata;l=, a s otetl Referttoftlrevingsr16OA-Z for s antlartl plata positlons.onA s 11e o l
raver
0 PSF SEQN — 7 949 REV
h Bullaing Components Group no
Haines City, FL 33844".b.,
FLCOA#0278
ng or page hgs s tlreaing, n cotes aoceptante`of pr ofassionel angina ngeesnonsibiltty :platy FP `tne sign sM1aan. line suitability ane aaa of sign fa any ,
ge r es page; ITW-eCG: aa.. abcg.t r: pTPI: .tp—t.brg: WTCA:
no `
try,
to
na esponsibility of the Buil engt—igneon ar ANsm/TPI 1 Set.2. Fbr sbu ntlus n an
1ee: I.tsafa,prg
rattaraThisjab s s 01M.
11/21/2011
DUR .FAC . 1.25 FROM RB
SPACING 24.0" JREF- 1UH8408_Z04
ALW,4'T'5 SET TRUSSES FER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERI'
Refer to truss engineering to verify all girder ply quantities and required nailing/ bolting pattern.
LEI
kk
J
1,
10' 18' 2'3'1
REVISED=`8/2&/11
OFFICE
VERIFY ALL DIMENSIONS, WALL
HEIGHTS, BEARING; CONDITIONS,
NOTES, ROOF AND CEILING
CONDITIONS PRIOR TO
CONSTRUCTION.
LOADING CRITERI)4
TOP CHORD LIVE LOAD 20p.s.f.
TOP CHORD DEAD LOAD 1 P.S.F.
BOTTOM CHORD LIVE LOAD 0p.s.f.
BOTTOM CHORD DEAD LOAD 10 p.s.f.
TOTAL LOAD 31 P.S.F.
DURATION FACTOR 1.250
WIND STANDARD ASCE I-05
WIND SPEED 120 m.ph.
I BUILDING EXPOSURE 5
BUILDING TYPE CLOSED
NOTE
IT 15 THE RE5PONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUS'
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMI
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRU55 LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
I-1995 T)ESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRU55ES MANUFACTURED BY THIS COMPANY.
ALL WALL $ CEILING HE IGHT5 TO 1"(ATCH
EX15TING (BUILDER TO FIELD VERIFY)
BUILDER TO REVIEW AND APPROVE ALL DIMENSIONS; WALL
HEIGHTS, ROOF AND CEILING CONDITIONS REFLECTED ON
THIS TRUSS LAYOUT BY SIGNING BELOW AND SUBMITTING
IT TO OUR OFFICE PRIOR TO FABRICATION.
BUILDER DATE
APPROVED TRU55 ANCHOR BY BUILDER
2X4MINIMUM TOP AND BOTTOM CWORD5
PLUMB CUT OVERHANCs
12
6l:-- /
Y 12 o
8" Iz
BRG
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
UJARNINr-:T
CONVENTIONAL FRAMING, ERECTION FWD/OR PERMANENT BRACING I
NOT T1E RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MAllFACTURER OR TRUSS MANUFACTURER PERSONS ERECTING
TR155ES ARE CAUTIONED TO SEEK PROFE55IONAL ADVICE
REGARDING ERECTION BRACING WHICH 15 ALWAYS Rr=(RED TO
PREI'ETNT TOPPLING AND DOMINOING DURING ERECTION! AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES RECOMMENDATIONS'
BCSN 2006) FOR FURTHER INFORMATION
TRU55ES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH
IW-AWl A15LE CARE DURING ERECTION TO PREVENT DAMAGE OR
F ERSO94L INJURY.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY
BEFORE FABRICATION CAN BEGIN. VERIFY SPANS,
PITCHES, OVERHANGS, ELEVATIONS, & BEARING
CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES
TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT
IN ACCORDANCE WITH THIS LAYOUT"
APPROVED BY:
DATE:
IDenn15 Sochacki I
I Sochacki Addition I
2513 Poinsetta Avenue
SCALE DATE I DRAWN BY JOB NUMBER
NTS. 8-5-I1 RB 1828
GABLE END TRUSS
USE 2X6 T OR L BACK. NAIL
T' W/ 2-12d TOE NAILED AT
12' (IC STAGERRED. NAIL 'L'
BACKS W/ 12d SIDE NAILED AT
12" O.C.
STRUCTURAL SHEATHING
NAIL BOTTOM CHORD OF
GABLE TRUSS V/ 12D AT 6 O.C.
TIE TO HORZ. BARS
8' MIN EMBEDMENT
HORZ. REINFORCING
6' HOOK
CONT. 2X4 W/ 2-12d NAILS
STRUTURAL SHEATHING PER PLAN
W EDGE NAILING PATTERN HERE PER
SHEATHING ATTACHMENT DETAIL
2X4 BLOCKING AT DIAGONALS ONLY W t2> -12d TOE -NAILS
TO TRUSS. NAIL SHEATHING TO BLOCKING AT 6" O.C.
WITH MIN 8 D NAILS. BLOCK 12' BACK FROM GABLE TRUSS
TOP AND BOTTOM OF GABLE END TRUSS
2X4 DIAG BRACING W/5 -12d NAILS TO BLOCKING
PROVIDE BRACE AT PEAK AND EVERY 6'.
BRACING IS IN ADDITION TO TRUSS MANUF. REQUIREMENTS
INSTALL SIMPSON GBC CONNECTOR 1 PER SIDE BRACE
ANDINANDINSTALL PER MANUFCTURERS RECOMMENDATIONS 12 Bd NAILSL]MBEDD B' I/2' THREADED ROD INTO BLOCK WALL AND
EVERY 36' AND WITHIN 8" OF END OF WALLS SECURE 2X4 WITH
FLAT WASHER AND NUT.
GABLE END TRUSS ON WOOD BEAM SECURE WITH 16d NAILS EVERY 6'
GABLE END TRUSS
GROUTED BOND
BEAM
1 1/2 MIN COVER
VERTICAL REINF.
IN GROUTED CELL
25' MIN LAP
CLEANOUT REQURIED
FOR GROUT LIFT) 5' UNLESS
FOOTING DOWEL IS NOT REQUIRED
e _•-
e- .I'3' MIN COVER
HORIZONTAL/VERTICAL
REINFORCEMENT
DETAILS
1- rtLlnlr.
ROUTED CEL..
SIDES
2x6 GARAGE DOOR BUCK WITH
4 5/8' ANCHOR BOLTS W/ 2'X2' 1/8'
WASHER AND NUT SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING.
GARAGE DOOR INFORMATION
HORZ. REINFORCING
6' HOOK
PASLODE 2 1/4'X .099" DIAMETER
POWER DRIVEN COATED SCREW NAILS
MAY BE USED IN LIEU OF 8D COMMON
NAILS WITH REDUCED SPACING AS
NOTED BELOW.
12" SPACING CHANGES TO 8' AND 6"
CHANGES TO 4' AND THE 4' OR 3"
CHANGES TO 2 1/2'.
EXTERIOR WALL SHEATHING
SHEATHING
UPLIFT NAIL SPACING
PROVIDE BLOCKING
VERTICAL HORIZONTAL FIELD
R WALL SHEATHING
SIZE SPACING
EDGES
a II II I
0 Q ff)
G_
BOJ
a
Z -0Of
u
Bd
z
w F
SHEATHING
a
z z
EXTERIOR GABLE END SHEATHING
SHEATHING
II II Ja
FIELD
REOUIRED SIZE SPACING
11 I
SPACING
7/16'
PASLODE 2 1/4'X .099" DIAMETER
POWER DRIVEN COATED SCREW NAILS
MAY BE USED IN LIEU OF 8D COMMON
NAILS WITH REDUCED SPACING AS
NOTED BELOW.
12" SPACING CHANGES TO 8' AND 6"
CHANGES TO 4' AND THE 4' OR 3"
CHANGES TO 2 1/2'.
EXTERIOR WALL SHEATHING
SHEATHING NAIL VERTICAL HORIZONTAL FIELD
REQUIRED SIZE SPACING SPACING SPACING
7/16'
0 Q ff)
G_
BOJLL
O L`
Z -0Of
Z Q z =4
STRUCTURAL Bd 3' D.C. 3" O.C. 6' O.C.
SHEATHING
EXTERIOR GABLE END SHEATHING
SHEATHING NAIL VERTICAL HORIZONTAL FIELD
REOUIRED SIZE SPACING SPACING SPACING
7/16'
STRUCTURAL 8d 4' O.C. 4' O.C- 6" O.C.
SHEATHING
TYP WALL SHEATHING DETAIL
EXISTING NEW GROUTED BOND
BEAM INSTALL X5 REBAR
TIE TO HORZ. BARS TOP AND BOTTOM
8" MIN
0-C.
EMBEDMENT AND EVERY 24'
1 1/2 MIN COVER
a I`
II VERTICAL REINF.
IN GROUTED CELL
EMBED 5/8 ' REBAR MIN 6' INTO EXITING FOOTER
AND WITH 25" MIN LAP
CLEANOUT REQUIRED
FOR GROUT LIFT> 5'
a•
4
IN COVER
EXISTING BLOCK WALL REPAIR
REINFORCEMENT
NOTE; INSTALL VERTICAL REINFORCEMENT ON EACH SIDE OF
FILL IN / REPAIR
Cenerol Notes
ENGINEER STAMP
Jo
Lil
O d
CY U)
O Z N
C) Lu 00
0 Q ff)
G_
BOJLL
O L`
Z -0Of
Z Q z =4
zU G LJ
WG''tO CI_
No. Re:nion/Issue Dote
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
e..i.o •.,..r ease
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
ARAGE PROJECT
12/E=l'
8
3/1
SHEET NOTES:
1. EXTERIOR FINISH TO MATCH EXISTING RESIDENCE
REAR ELEVATION
SCALE 3/16" = 1'
Generol Notes
ENGINEER STAMP
ec)
Li
0 0_
O to
O Z N
W ~ W
O=Q> O_
l.L BOJ
O
Z_ O
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tea
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No. Revision/Issue Date
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GARAGE PLANS
912/2812010
3/16'= 1'
FF=O
FF=O —
33'
FRONT ELEVATION
SCALE 3/16" = 1'
EXISTING
BUILDING
SHEET NOTES:
1. EXTERIOR FINISH TO MATCH EXISTING RESIDENCE
LEFT ELEVATION
SCALE 3/16" = 1'
2X12 WITH I"
LYWOOD FLITCH
EAM GLUED AND
AILE TO TREATED
OST 4 PL
URE
ED
4
General Notes
412/28/2010
ENGINEER STAMP
Zpll
321
LJ
oa
O z N
CCOf
Q
L'OJ
OOf
LL
I z 0
Z<az
5=(Da
z9tDO_ LJ
ui CC -q- O a
No. R-is;on/Issue Otte
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GARAGE PLANS
412/28/2010
3/16"= 1'
25'
EMBED HETA 16 TRUSS STRAP INTO
BLOCK AT EACH TRUSS LOCATION.
3 2X12" WITH I" PLYWOOD FLITCH
HEADER ABOVE DOOR MIN BEARING
3". INSTALL HETA16 TO HEADER WITH
10 -10 X}" FASTENERS EACH SIDE
OF DOOR 2 PL
36" SOLID DOOR ATTACH PER
MANUFACTURES RECOMMENDATIONS 2
PL
SECURE EACH TRUSS TO BEAM WITH
MTS16 16
f -
L
r -
L
33'
8' GARAGE DOOR HEADER
4 2 X 12 WITH I" PLYWOOD FLITCH
GLUED AND BOLTED TOGETHER EVERY
36" AND 12" FROM END WITH
BOLTS AND WASHERS AND NUT
16' GARAGE DOOR HEADER
4 2 X 12 WITH j" PLYWOOD FLITCH
GLUED AND BOLTED TOGETHER EVERY
36" AND 12" FROM END WITH
BOLTS AND WASHERS AND NUT.
AT BOTTOM EDGE ATTACH 2 1/2" X 2
1/2" j" THICK A-36 STEEL ANGLE
BRACKET AT BOTTOM. BOLT TOGETHER
WITH MIN I" BOLTS WASHERS AND
NUTS MAX EVERY 48". MINIMUM
INSTALL 2 HETA20 SEARING DISTANCE 4.5 11
CONNECTORS
TO SECURE 3 2X12 BEAI
10 10D X 1 1/2" NAILS
2 PL
ELECTRICAL PANEL
LOCATION
3 2X12 WITH 3/4" PLYWOOD FLITCH
GLUED AND NAILED
WITH 4 16d NAILS EVERY 24"
MINIMUM 3 1/2" BEARING SURFACE
8" BLOCK COLUMN WITN 1 5/8"
REBAR AND FILLED WITH
2500 PSI GROUT TO 4' AND
ABU66 OR PBS66 AT TOP WITH 6X6
PRESSURE
TREATED COLUMN SEE DETAIL 4 PL.
INSTALL 4 MSTA24 CONNECTORS FROM
COLUMN TO ALL BEAMS (2 ON EACH
SIDE OF COLUMN)
18 - 10 D NAILS 4 PL
SECURE GABLE END TRUSS WITH
MSTA9 STRAP TIE TO EACH
INTERMEDIATE TRUSS SUPPORTS AND
ENDS OF TRUSS WITH 8-10D
FASTENERS
FLOOR PLAN / FRAMING
SCALE 3/16' = 1'
J
7
1
SECURE 2 HHETA 16 TO EACH END
OF GARAGE DOOR HEADERS WITH 12
10D X 11" FASTENERS
SHEET NOTES:
1. THE CONTRACTOR / OWNER SHALL BRACE SHORE ALL
WORK AS REQUIRED
2. ENGINEER OF RECORD SHALL BE NOTIFIED IF
MODIFICATIONS ARE REQUIRED TO STRUCTURAL ELEMENTS.
3. CONTRACTOR / OWNER TO VERIFY ALL ZONING
REGULATIONS ARE IN ACCORDANCE WITH LOCAL
ORDINANCES
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. 050044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GAVAGE PROJECT a..
312/29/2010
ENGINEER STAMP
6
w
O D-
O' Ln
OZwo0
O'Q>r7
Of
Li :2oJ
O Li dZ-
O
W 0 W 0 0
Lli OffZQO_Zz*z
gzULoocj: LJ
w a 00_
Dols
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. 050044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GAVAGE PROJECT a..
312/29/2010
3/16" = 1'
II
ALL BARS TO BE #5
25' MIN OVERLAP
A _q TYP REBAR LAP
1 @ CORNERS
25'
CONT. #5 REBAR 6'X6 #10 WWM OR
1• FIBERMESH
REINFORCEMENT
A— ARA R P N N
5 DOWEL CONTINUOUS
TOP OF WALL
2'-1' MIN LAP
1'-8'
1-6'X6' #10
2) CONT. #5 REBAR WWM OR
1-a
FIBERMESH
REINFORCEMENT
A-3 TYP WA T N
BLOCK SINGLE STORY
4' THICK CONC. SLAB W 6X6 WWM OVER
6M VAPOR BARRIER OVER COMPACTED
AND POISONED SOIL
THICKENED EDGE V 6X6 WWM
WITH 1 05 REBAR CONT.
s•
a7 TH K N
AA=3
33'
I
I
INSTALL HETA 16
ON EACH SIDE OF DOOR
FOR DOOR HEADER 2PL
4' REINFORCED CONCRETE W 6X6 WWM OR
FIBERGLASS REINFORCED ON 6 MIL VAPOR
tl
BARRIER OVER CLEAN COMPACTED TERMITE
TREATED FILL. ELEVATION SHALL BE MINIMUM 6'
ABOVE FINISHED GRADE.
2'
m
NOTE: EMBED 8' THREADED ROD
FOR GABLE END TRUSS. REF NOTE 7.
FILLED CELL WITH 2500 PSI GROUT WITH 1 #5
REBAR TO TOP WITH 25' OVERLAP WITH
FOUNDATION REBAR. REFERENCE DETAIL AND
NOTES FOR SPACING
FILL ALL CELLS ON FRONT WALL
I
1
r
2'
I
I
I
I
2' X 4'- 8' X 16' DEEP FOOTER
WITH 3 #5 REBAR RUNNING EACH WAY
INSTALL GARAGE DOOR BUCK
PLATE ANCHORS PER DETAILS
4 PL —
INSTALL 2 HHETA 16 ON EACH
SIDE OF GARAGE DOOR
HEADERS IF
A 2
A_I
I —
j
L
18'-0'
FOUNDATION / DOWEL PLAN
SCALE 3/16' = 1'
SHEET NOTES
1. THE CONTRACTOR/ OWNER SHALL
VERIFY THE BEARING SOIL IS WELL
COMPACTED PRIOR TO START OF
CONSTRUCTION
2. CONTRACTOR AND HOME OWNER
TO VERIFY ALL ZONING REGULATIONS
ARE IN ACCORDANCE WITH LOCAL
ORDANCES
3. MASONARY WALLS SHALL BE
RUNNING OR STACK BOND
CONTSTRUCTION. WHEN MASONARY
UNITS ARE LAID STACK BOND, 9
GAGE HORIZONTAL REINFORCEMENT
SHALL BE PLACED IN BED JOINTS
AT NOT MORE THAN 16" O.C.
4. THE LOT SHALL BE GRADED SO
ALL DRAINAGE SHALL BE DIRECTED
AWAY FROM THE STRUCTURE
5. DOWEL LOCATIONS. AROUND ALL
CORNERS AND DOORS AND SPACED
EVERY 4' MAX. ALL CELLS AROUND
GARAGE DOORS MUST BE FILLED.
TOP LINTEL COMPLETELY POURED
WITH 1 #5 REBAR AROUND
PERIMETER.
6. INSTALL HETA 16 AT EACH
TRUSS LOCATION AND 2 HHETA 16
ON EACH SIDE OF GARAGE DOOR
HEADERS.
7. EMBED }" TREADED ROD PER
GABLE END DETAILS ON GABLE END
WALLS.
160 I
8' X B' THICKENED EDGE WITH 1 #5 REBAR
I
12/29/2010
OR FIBERGLASS
I
24'x24'x2O(DEPTH)' CONCRETE I
REINFORCED ON 6 MIL
FOOTER WITH #5 REBAR
VAPOR BARRIER OVER
I E/WAY BTM EVERY 6'
CLEAN COMPACTED
WITH 1 #5 REBAR UP 4 PL.
L
18'-0'
FOUNDATION / DOWEL PLAN
SCALE 3/16' = 1'
SHEET NOTES
1. THE CONTRACTOR/ OWNER SHALL
VERIFY THE BEARING SOIL IS WELL
COMPACTED PRIOR TO START OF
CONSTRUCTION
2. CONTRACTOR AND HOME OWNER
TO VERIFY ALL ZONING REGULATIONS
ARE IN ACCORDANCE WITH LOCAL
ORDANCES
3. MASONARY WALLS SHALL BE
RUNNING OR STACK BOND
CONTSTRUCTION. WHEN MASONARY
UNITS ARE LAID STACK BOND, 9
GAGE HORIZONTAL REINFORCEMENT
SHALL BE PLACED IN BED JOINTS
AT NOT MORE THAN 16" O.C.
4. THE LOT SHALL BE GRADED SO
ALL DRAINAGE SHALL BE DIRECTED
AWAY FROM THE STRUCTURE
5. DOWEL LOCATIONS. AROUND ALL
CORNERS AND DOORS AND SPACED
EVERY 4' MAX. ALL CELLS AROUND
GARAGE DOORS MUST BE FILLED.
TOP LINTEL COMPLETELY POURED
WITH 1 #5 REBAR AROUND
PERIMETER.
6. INSTALL HETA 16 AT EACH
TRUSS LOCATION AND 2 HHETA 16
ON EACH SIDE OF GARAGE DOOR
HEADERS.
7. EMBED }" TREADED ROD PER
GABLE END DETAILS ON GABLE END
WALLS.
PORCH ADDITION
I 4' REINFORCED
CONCRETE w 6X6 WWM
12/29/2010
OR FIBERGLASS
A_4 REINFORCED ON 6 MIL
O Z C4
VAPOR BARRIER OVER
0 Q 0_ rr1
CLEAN COMPACTED
Z_
0 a. O O
wowo
TERMITE TREATED FILL.
g
CONCRETE ELEVATION
wD'q-Oa.
TO BE 6 ABOVE
FINISHED GRADE
I
I I
L
18'-0'
FOUNDATION / DOWEL PLAN
SCALE 3/16' = 1'
SHEET NOTES
1. THE CONTRACTOR/ OWNER SHALL
VERIFY THE BEARING SOIL IS WELL
COMPACTED PRIOR TO START OF
CONSTRUCTION
2. CONTRACTOR AND HOME OWNER
TO VERIFY ALL ZONING REGULATIONS
ARE IN ACCORDANCE WITH LOCAL
ORDANCES
3. MASONARY WALLS SHALL BE
RUNNING OR STACK BOND
CONTSTRUCTION. WHEN MASONARY
UNITS ARE LAID STACK BOND, 9
GAGE HORIZONTAL REINFORCEMENT
SHALL BE PLACED IN BED JOINTS
AT NOT MORE THAN 16" O.C.
4. THE LOT SHALL BE GRADED SO
ALL DRAINAGE SHALL BE DIRECTED
AWAY FROM THE STRUCTURE
5. DOWEL LOCATIONS. AROUND ALL
CORNERS AND DOORS AND SPACED
EVERY 4' MAX. ALL CELLS AROUND
GARAGE DOORS MUST BE FILLED.
TOP LINTEL COMPLETELY POURED
WITH 1 #5 REBAR AROUND
PERIMETER.
6. INSTALL HETA 16 AT EACH
TRUSS LOCATION AND 2 HHETA 16
ON EACH SIDE OF GARAGE DOOR
HEADERS.
7. EMBED }" TREADED ROD PER
GABLE END DETAILS ON GABLE END
WALLS.
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
PORCH ADDITION
ENGINEER STAMP
12/29/2010
3/16' = 1'
w
a.
O Z C4
wH-w°
ND
0 Q 0_ rr1
C)
O L
Z_
0 a. O O
wowo InLLJ
Z Q a Z zuz
gZUc00' w
wD'q-Oa.
Dole
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
PORCH ADDITION
212/29/2010
3/16' = 1'
DESIGN CODES
BASED ON FLORIDA BUILDING
CODE 2007
TO THE BEST OF THIS ENGINEERS
KNOWLEDGE, THESE PIANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES AND
THE APPLICABLE FIRE STANDARDS AS
DETERMINED BY THE LOCAL AUTHORITY IN
ACCORDANCE WITH CHAPTERS 553 AND
633 OF THE FLORIDA STATUTES AND MEET
OR EXCEED THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE 2007.
COUNTY: SEMINOLE CITY: SANFORD
CODE FBC 2007 - ASCE 7-05
WIND SPEED: 120 M.P.H.
EXPOSURE CATEGORY = B
IMPORTANCE FACTOR = N/A
INTERNAL PRESSURE COEFFICIENT
0.18
MEAN HEIGHT 15' - 0"
BUILDING TYPE = ENCLOSED
AREA CALCULATION
825 FT2 GARAGE
360 FT2 OPEN CARPORT
MASTER INDEX:
SHEET 1 PROJECT SCOPE / GENERAL NOTES
SHEET 2 FOUNDATION / DOWEL DETAILS
SHEET 3 FRAMING / FLOOR PLAN
SHEET 4 ELEVATIONS
SHEET 5 TRUSS PLAN
SHEET 6 ROOF PLAN
SHEET 7 ELECTRICAL
SHEET 8 DETAILS
SHEET 9 REAR ELEVATION
PROJECT SCOPE;
THE SCOPE OF THIS PROJECT IS DEMOLISH THE EXISITNG GARAGE AND BUILD A NEW 33' X 25'
GARAGE. THE PROJECT WILL ALSO INCLUDE BUILDING A 18'X 20' CARPORT IN FRONT OF THE NEW
GARAGE. A NEW ELECTRICAL SERVICE PANEL WILL BE INSTALLED AND WILL BE RUN FROM THE
EXISTING HOUSE.
GENERAL NOTES
1. DESIGN AND LOADING
ALLOWABLE UNIT STRESS AND DESIGN CRITERIA.
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B. 2009 INTERNATIONAL BUILDING CODE
C. FLORIDA BUILDING CODE 2007 with 2009 SUPPLEMENTS
2. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318, AND FLORIDA BUILDING CODE 2007
EDITION AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 3011.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASTM A615 A616 OF 617, GRADE 60
SPLICE LENGTHS SHALL BE A MINIMUM OF 25" OVERLAP.
D. FOUNDATION DESIGN BASED ON 2500 PSF MIN ALLOWABLE BEARING PRESSURE. CONTRACTOR I
OWNER (BUILDER) TO VERIFY PRIOR TO STARTING WORK.
E. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH
ASTM C90 AND C145 AND SHALL HAVE NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.
F. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270
G. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A188.
3. DESIGN LOADS
IN ACCORDANCE WITH FLORIDA BUILDING CODE 2007; AND SECTION 1606 OF
THE 2009 INTERNATIONAL BUILDING CODE. WIND LOADS IN ACCORDANCE WITH FLORIDA BUILDING CODE 2007
EDITION FOR 120 MPH REGION.
8. STEEL WALL FRAMING SHALL BE INSTALLED PER THE 2007 FLORIDA BUILDING CODE. LOAD BEARING
STEEL FRAMING MEMBERS SHALL BE COLD FORMED TO SHAPE AND COMPLY WITH ASTM A653 GRADES
33, 37, 40 AND 50. OR ASTM A792 GRADES 33, 37, 40 AND 50A.
9. THIS NEW STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 mph WIND LOAD
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION.
10. ADDITIONAL NOTES: (IF APPLICABLE)
A. INSTALL 100% VENTED SOFFIT
B. ALL FOOTINGS ELEVATION MUST BE 12" BELOW FINISH GRADE.
C. GARAGE DOORS TO BE DESIGN TO 120 MPH REGION. CONTRACTOR/OWNER TO SUPPLY. ENGINEERING
TO BE SUPPLIED BY GARAGE DOOR SUPPLIER AND ATTACHED TO THIS ENGINEERING.
4. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR TO SAFELY
PERFORM THE THE WORK. CONTRACTOR TO VERIFY ALL MEASUREMENTS PRIOR TO START OF PROJECT. ANY DISCREPANCIES
THE ENGINEER OF RECORD SHALL BE NOTIFIED.
5. WOOD FRAMING
ALL WOOD FRAMING SHALL BE ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING REFERENCE
DOCUMENTS.
A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS
ASSOCIATION.
B. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONTRUCTION
C. DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES BY T.P.I.
D. BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS BY T.P.I.
E. WOOD CONNECTORS SPECIFIED IN THE DRAWINGS SHALL BE INSTALLED PER THE MANUFACTURES
RECOMMENDATIONS
F. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED AND AS NOTED IN PLAN AND IN
ACCORDANCE
WITH APA PS 1-83.
G. ALL ROOF FRAMING MEMBERS SHALL BE SOUTHERN PINE #2 OR BETTER.
ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE STUD SPF.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONERY SHALL BE
PRESSURE TREATED.)
6. METAL ROOFING PANELS (GULF COAST SUPPLY AND MFG.) PBR STYLE
ROOFING TO COMPLY WITH 2007 INTERNATIONAL BUILDING CODE AND FLORIDA BLDG CODE
2007 EDITION.
INSTALL METAL ROOFING PANELS PER MANUFACTURES RECOMMEDATIONS FOR THE 120MPH REGION
SECURE METAL ROOFING PANELS WITH #9 X1 WOODGRIP SCREWS ON 24" CENTERS AND ALL TRIM PIECES
12 O.C.
INSTALL RIDGE CAP AND AND VALLEYS PER MANUFCTURES RECOMMENDATIONS.
7. ROOF SHEATHING (IF APPLICABLE)
7/16 STRUCTURAL MINIMUM 24 /16 GRADE O.S.B. NAILED WITH RING SHANK 8d AT 4" O.C. AT SUPPORTED PANEL EDGES AND 6"
O.C. AT INTERMEDIATE SUPPORTS. ONE PANEL SHEATHING CLIP MUST BE USED BETWEEN SPANS.
NOTE: A. 1/2" SHEATHING GRADE PLYWOOD MAY BE SUBSTITUTED FOR OSB SHEATHING.
B. GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER
C. NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 8 TOOL ASSOCIATION.
r
fl I . , I
r" •, : ,, °
M
L - ,,.ted`
G
General Notes
ENGINEER STAMP
0 .-o '-
TI—\ I
I' Z L (J
W
0 0_
0_ Ln
O
w 00
04
0'Q> r
O L
z _ O
to
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No. Revis;o"/Issue not.
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GARAGE ADDITION :..
12/29/2010 1
N/A
25'
33'
SHEET NOTES:
1. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS
PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE
ENGINEER OF RECORD.
2. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED,
SPECIFIED AND CERTIFIED BY THE TRUSS MANUFACTURER'S
FLORIDA REGISTERED ENGINEER.
TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND
SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD AND
CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION.
3. TYPICAL TRUSSES SPACED AT 24' O.C. MAX. CONVENTIONAL
I. FRAMING SPACED AT 24' O.C. MAX UNLESS OTHERWISE NOTED.
4. SECURE ALL TRUSSES, J IST AND RAFTERS AT BOTH ENDS
WITH APPROVED HURRICANE STRAP AS NOTED ON CONNECTOR
CHART. TO BE DETERMINED AFTER TRUSS DEVELOPMENT
RE, NOTE 13
5. EXTERIOR WALLS 8' C.M.U. U.N.O.
6. ALL EXTERIOR WALLS LESS OPENINGS ARE TO BE
CONSIDERED SHEAR WALLS U.N.O. ALL ROUGH OPENING WINDOW
11 IN
SIZES MUST BE VERIFIED BY CONTRACTOR PRI R TO
I/ EE CONSTRUCTION.
7. DESIGN LOADS (MINIMUM)
TC LIVE 20 psf
TC DEAD 7 psf
BC LIVE 0 psf
BC DEAD 10 psf
WIND SPEED 120 M.P.H.
8. RAFTER TAILS 18'
9. BEAMS BY BUILDER
TOP OF BEAM 8'-0
10. ROOF PITCH 6 : 12 AND 7:12
INSTALL MTS16 TWIST STRAP TO EACH I 11. SET TRUSSES PER TRUSS MANUFACTURERS LAYOUTS. INSTALL
END OF ALL TRUSSES TO BEAM
CONNECTIONS. INSTALL WITH 14-10 SUPPORTS AND BRACING PER TRUSS MANUFACTURES
NAILS (BEAM) AND 14 IOX11" INSTRUCTIONS.
FASTENERS (TRUSS).
12. EACH TRUSS WILL BE SECURED TO WOOD BEAM WITH MTS16
TRUSS STRAP. EACH END OF TRUSS TO BE SECURED TO BLOCK
WALL WITH EMBEDDED HETA 16 TRUSS STRAP.
13. A VALLEY TRUSS CLIP VTC2 MUST BE INSTALLED EVERY
24' OR EACH TRUSS. REFERENCE SIMPSON CATALOG FOR
INSTALLATION.
TRUSS PLAN 14. INSTALL 30# ROOFING FELT BELOW ALL TRUSSES AT
SCALE 3/16' = 1' MASONARY LOCATIONS
General Notes
S1212812010
ENGINEER STAMP
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No. Revision/Issue Oole
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
00
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GARAGE PROJECT
S1212812010
3/16' = 1'
SHEET NOTES:
1. INSTALL 1X4 LUMBER TO SUPPORT THE INSTALL ALUMINUM ROOF PANELS
PER THE MANUFACTURERS INSTRUCTIONS.
2. INSTALL PBR ROOFING PANELS PER MANUFTURES RECOMMENDATIONS.
SPACING AND FASTENERS UTILIZED MUST MEET MFG RECOMMENDATIONS FOR
120 MPH REGION.
3. INSTALL INTERMEDIATE BRACING BETWEEN TRUSSES AS REQUIRED TO
ATTACH BATTEN BOARDS PER PBR MANUFACTURING INSTRUCTIONS. #6
SCREEWS AT 12" ON—CENTER OR 2 8d on 8" INCH CENTERS.
Gulf C''oa-yit ,% 1PPIV M Ma_ Inc.
Gulf Coast PBR Roofintr Panels
SECTION PROPERTIES ALLOWABLE LOADS (PSF)
Eave
Fb'
a
Each "zone" of the roof has its own
I L Uve Loatl Live LoatlIxlntSxInIxInSzInVJIrdLoatlPanel=' Fy ,.tuGmes F; K81, Welghl 5"'GINi Stress). (Deflechom)<
Gauge', KSI. In Pos Ni4 PSF In: Positiveri, Ne ativeg 2 '6 3' 6 4, '2 6 3' <'6
Attaching to: O.C. Trim
rr a(
Trim O.C.
Bentlln-6'endm .. .:
26 ga. 80 0187 36 1 36 91 42 0288.0482 .0288118921101109175156142 128182151111111 102152 30 19 13
Fastening Schedule for Various Wind Speeds
Zone 2 a
Eave Roof Zones
a
Each "zone" of the roof has its own
Wind Speed Region
screw requirements. Dimension a is
r 1 defined as 10% of the minimum width
r _____________ ________________________i
100-110 MPH I 120-130 MPH I 140-150 MPH
Roof Fastener
Type Fastener Size
a smaller: however, a cannot be less
Attaching to: O.C. Trim O.C. Trim O.C.
l________________________J
Zone-1---------------- -
Zone
woodgrip iY9x 1 ' '
Spacing
wood'. '
Areas
36" -. 18
Spaang
24 ,
Areas
1
Spacllri Tnm Area
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SID TEK 14 x 7/8 metal purlin 36" 18" 24" 12" 24" 1T
Zones aWoodg i 9x 1 wood;;, 36 16 24 12 ', j, 16" 8
2&3 S/D TEK 14 x 7/8 1 metal purlin 36" 18" 24" 12" 16" 8"
Zone 2 a
Eave Roof Zones
a
Each "zone" of the roof has its own
W
screw requirements. Dimension a is
r 1 defined as 10% of the minimum width
r _____________ ________________________i of the building, or 40% of the mean
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height of the roof, whichever is
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a smaller: however, a cannot be less
r _
9
s
than either 4% of the minimum width
t of the building, or 3 feet.
l________________________J
Zone-1---------------- - UrC
Ridge
Eave
Zone -
s O pa P9l— r.. . £
352) 498-0778 e Toll Free (888) 393-0335 • FAX (352) 498-7852
R P PLAN
SCALE 3/16' = 1'
Generol Notes
0
612/29/2010
ENGINEER STAMP
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No. Revision/Issue Dote
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
f -- i.
ARAGE PROJECT
0
612/29/2010
3/16' = Y
EXISTING PANEL
AT RESIDENCE
ELECTRICAL NOTES:
1. INSTALL NEW 125 AMP SUBPANEL IN GARAGE FROM
EXISTING SERVICE.
2. INSTALL ALL ELECTRICAL EQUIPMENT PER
THE LATEST EDITION OF THE NEC. ALL MATERIALS AND
INSTALLATIONS SHALL COMPLY WITH NEC, LOCAL CODES,
AND THE LOCAL POWER CO.
Nv
Af
200
AMP
SERVICE FROM MAIN
DISC
POWER C.--\
1 CU T
UNDEGR
INSTALL
1
MP
SUB
PANEL
HN SER ICE CONDUCTORS WITH#4 GROUND
IND S VICE TO GARAGE 220 V SERVICE
MAX X25 AMP BREAKER IN SERVICE PANEL
NEW PANEL IN NEW GARAGE
SERVICE TO OUTLETS AND
EQUIPMENT NOT PART OF
THIS PROJECT OR PERMIT
ELECTRICAL RISER DIAGRAM
Cenerol Notes
GARAGE PROJECT
ENGINEER STAMP
0.
12/29/2010
3
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No. Re,sion/Issue Oale
RICHARD T. MARTIN, P.E.
466 PEPIN DRIVE
ORLANDO, FL 32825
P.E. #50044
TY SOCHACKI
2513 POINSETTA AVE
SANFORD, FL 32773
GARAGE ADDITION
GARAGE PROJECT
70.
12/29/2010
sl
N/A