HomeMy WebLinkAbout2829 S Sanford AveApplication No:
Job Address:
Parcel ID:
5q
CITY OF SANFORD
JAN 2 9 2013 I/ BUILDING & FIRE PREVENTION
P FAIT APPLICATION
Documented Construction Value: ft
I
Historic District: Yes D No 11
zoning:
Description of Work: ;' . -e
Plan Review 'Contact Person: Lsez kXTitle: 3 q
Phone: 4 CZ C Fax: E-mail:44 O?-
Property Owner Information
Ma Phone: a,
Street: 5 Resident of property?
City, State Zip: 7 7
Contractor Information
Name Phone:
Street: Fax:
City'rState Zip: State License No.:
Arch itect/Engi neer Information
Name: Phone:
Street: e- Fax:
City, St, Zip: a _71
Bonding Company:
E-mail:
Mortgage Lender:
Address: Address:
2z
Building Permit 13
i
Square Footage:
PERMIT INFORMATION
Construction Type: No. ofStories:,'
No. of Dwelling Units: Flood Zone:
Electrical
New Service=, AMPS:
Mechanical 0 .(Duct layout required for new systems)
L)
jXXJJ-
Plumbingx
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm El No. of heads:
Application is hereby made to obtain a perm -it to do the work and installations as indicated. t certify that no
work or installation has commenced prior to the issuance ora and that all work wilt be performed to
meet--standards--of-all–lags--rebulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, poo?s, furnaces, boilers, heaters, tams, and
air conditioners, etc.
OWNER'S AIRFIDAVIT: 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 COMMENCEIVIEN`iI' MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST RE 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: lig 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.
3
Owner/A`ge`nt V / Date
SP r r V_ via n Q r 2
Printnt's Name— -
Z—
sic,p(ature of Notary -Stateof Fl Q tip1
a : s
ao:a o 0 o;z:
n:
oco ®.
z
9 Not O• may:
83818X.:
Owner/Agent is PeA N111 to Me or
Produced. ID _ _ Typ
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 1.1.08
UTILITIES:
FIRE:
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: / 47
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
I am of aware of construction practices and I have access to the Florida Building Codes.
on, -the--Florida-Department of=Financial----.------------
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.
Propehy Address 3
I, do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature of Owner -Builder Date
Form of Identification may,. U e V i ,CIPI.1-rP
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
OWNER BUILDER STATEPOENT/AFF1®A
Altamonte Springs, Casselberry, Lake glary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
rtUil(la JLULULGJ ale LIUULea, here IIl pdrl toc yUUi 1111-0I11iatiVi1 LU 1Liuj;Lau_ tin "uta _iJ _ v- •j • --
homeowners from alifvmg=as cnntrac ors and to expressany applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, 1 ATTEST THAT: (Initial to the left of each statement)
J
I
E
under
for the
ev.9.14.2009
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 1s
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that i
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or Leased within
in 1 year after the construction is complete, .the law Will presume that I built ,or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
1 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
held liable to serious financial risk for anyandmaterials. I, as an owner -builder, may be and subjected
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 taws requiring the withholding of federal income tax and social security contributions
the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
I
E
under
for the
ev.9.14.2009
JAN 2 9 2m
CITY OF SANFORD
BUiLDING & FIRE PREVENTION
PERrV11T APPLICATION
ApPlication No: Documented Conlotrucetior, Value: $ 4 90
Job Address:
Parcel ID:
Historic District: Yes D NoEl
Zoning:
Description of Work: c_ >. -e
Pian Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name Phone:
Street: Resident of property?
City, State Zip: 7 7 -1
Contractor Information
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bending Company:
Address:
Building Permit 0
Square Footage:
No. of Dwelling Units:
Electrical 11
New Service — No. of AMPS:
Phone:
Fax:
State License No.:
Arch itecVE ngi neer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
zn
Address:
PERMIT INFOWATION
Construction Type: No. of Stories:
Flood Zone: X (Se e_ 4,JJ
Plumbing 0
Mechanical O(Duct layout required for new systems)
New Con truction, of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no
work or installation has cosrunenced 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
niust he secured for electrical vv ork, plraanl)ing, signs, welis, pools, furnaces, boilers, heaters, tams, and
air co:iditio ,ers, etc.
OWNER'S AFFIDAVIT: I certify that all; of the foregoing information is accurate and that all work will
be done in com. pliance with all applicable laws regulating construction and. zoning.
W A,RNING TO OWNER: YOUR F AiLURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 1PROPERTY.. A NOTICE
OF COMMENCEMENT MUST DE 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: Irl 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 governhrnental_ 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 execrated 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
play 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.
gnat -u of Owner/Agent Date
117 S- r i'JrV Y1 R i? --
j Pint Qwner/ gent's Name
Signature of Notary -State of Fl d*.- e
6
P Lot9-3818
0;•y
I Owner/Agent is PersMe or
Produced ED _ TypNof
APP OVAL83: ZONR- i 3D t UTILITIES:
ENGINEER 1-30.(3
COMMENTS:
Rev 11.08
FIRE:
Signature of Contractor/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 ED
WASTE WATER:
BUILDING:
7
I ' City of Sanford
Planning and Development ServicesF!- 4 Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: %t %aro.,,. ko, r Firm:
Address: 232q S
City: State: C Zip Code: 3 2-7 7 3
Phone: yO7 (ae8 7 G Fax: Email:
Property Address:
Property Owner:
Parcel identification Number: 'L.Q . 3 (- Sy - C CDO - Cp '« C
Phone Number: 40 7 C.&B • GG 7(. Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
xpansion/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)
FL :ptY i 3svtifr_ :t1{y R Cix ` 1
OFFiCIALUSEONLY-rs,'._
Flood Zone: Base Flood Elevation: µDatum: ,4 V n 1cl
88 FIRM Panel Number: (2t) 2R %4 Oct 7o F Map Date: q • Z8 O
7 The referenced Flood Insurance Rate Map indicates the
following: The parcel is in the: floodplain
floodway A portion of the parcel is in the- floodplain
floodway Le The parcel is not in the: floodplain
floodway The structure is in the: floodplain
floodway The structure is not in the: floodplain
floodway If the subject property is determined to be flood zone `A', the best available information used
to determine the base flood elevation
is: i3/'tL-t3 •
727 Reviewed - Date: I 3 0
13 TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.
SCPA Parcel View: 06-20-31-505-0000-0260
r-f YvOd .TC#! ptoxti: sA Parcel: 06-20-31-505-0000-0260
Owner: ALBARRAN MANUEL R & HERNANDEZ JOSEFINA
Property Address: 2829 SANFORD AVE SANFORD, FL 32771
Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search
Parcel: 06-20-31-505-0000-0260 I Value Summary
Property Address: 2829 SANFORD AVE
Owner: ALBARRAN MANUEL R & HERNANDEZ
JOSEFINA
Mailing: 2829 SANFORD AVE
SANFORD, FL 32771
Subdivision Name: WOODMERE PARK 2ND REPLAT
Tax District: Sl-SANFORD
Exemptions: 00 -HOMESTEAD (2007)
DOR Use Code: O1 -SINGLE FAMILY
Map Aerial IF—Both Footprint + Extents Center
Larger Map I I Dual Map View - External
Tax Amount without SOH: $226
2012 Tax Bill Amount $226
Tax Estimator
Save Our Homes Savings: SO
Does NOT INCLUDE Non Ad Valorem
Assessments
Page 1 of 2
http://www.scpafl.org/ParcelDetails.aspx?PID=06-20-31-505-OCOO-0260 1/30/2013
2013 Working 2012 Certified
Values Values
Valuation
Cost/Market Cost/Market
Method
Number of
1
Buildings
1
Depreciated
32,074 31,753
Bldg Value
Depreciated
EXFT Value
Land Value
8,420 8,420
Market)
Land Value Ag
lust/Market
40,494 40,173
Value **
Portability Adj
Save Our Homes
0 0
Adj
Amendment 1
Adj
Assessed Valuel 40,4941 40,173
Tax Amount without SOH: $226
2012 Tax Bill Amount $226
Tax Estimator
Save Our Homes Savings: SO
Does NOT INCLUDE Non Ad Valorem
Assessments
Page 1 of 2
http://www.scpafl.org/ParcelDetails.aspx?PID=06-20-31-505-OCOO-0260 1/30/2013
SCPA Parcel View: 06-20-31-505-0000-0260 Page 2 of 2
4.
BackI < Previous P I Next Parcel > Save LayoutI Reset Layout New Search
http://www.scpafl.org/ParcelDetails.aspx?PID=06-20-31-505-OCOO-0260 1/30/2013
K-
THIS INSTRUMENT REPARED BY•
Nynu:
Address:b
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
MARYANNE MORSE, CLERK OF CIRCUIT COURT
f;EMIW .E COUNTY
89 07964 Pig 4431; (ipg)
CLERK? S # 2013021587
14011?1+1) 0211PIR013 021155:09 GM
RECAVROINO FEES 10.00
RECORD0 BY T Eai1.h
Permit Number: Parcel ID Number:
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.
A -DESCRIPTION OF PROPERTY: (Legal description of the property and street address
UGENERAL
OWNER INFORMATION:
Name: —)--6) S Y' x/
1 Address:, -
Fee Simple Title Holder (if other than owner) Name
CONTRACTOR:
Name: is r ( C`
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be
as provided by Section 713.13(1)(b), Florida Statutes.
Name`.
Address:
i
A )-I
3J713
VWJFJE0 CCPV
NE
MORSE
GARY pN u T CouR1OfClSV, flOR1UA
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE,BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713; PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
may Owner's Sigur /
J
O br's Printed e
Rlonda Statut 13.13(1)(g): " The owner must sign the notice of commenceme 7td,ro one else may be permitted to sign in his or her stead."
ti
State of County of 1,42L2
The foregoing instrument was acknowledged before me this fi day of c 20 3
illilNlfli
by 7C. Who is o'n i WWF r
terne
Name of person making statement ° r/ "
I
OR who has produced identification type of id tificat!on produced: ° t;QMM/ss/o°° ;
rrrSTq rE OF LOPt
Job Truss Truss Type Qty Ply Arctech - Hernandez
44047464 Al GABLE 1 1
Lumber Increase 1.25 BC 0.38 Vert(TL) 0.10 9 n/r 120
BCLL 0.0 ' Rep Stress Incr YES
Job Reference (optional)
W
4.4 =
5
nun: r.aou s reo 1it zvlz rnni: r I- Mon NOV Zb IO:Z4:DZ ZV1Z rage I
15 14 13 12 11 10 -
3.4 =
2x4 II 2x4 II 2x4 11 3x8 = 2x4 11 2x4 II
314
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.03 9 n/r 180 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.10 9 n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 Matrix) Weight: 84 lb FT = 20
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabilizer Installation guide.
REACTIONS (Ib/size) 2=285/22-0-0 (min. 0-2-3), 13=211/22-0-0 (min. 0-2-3), 14=-78/22-0-0 (min. 0-2-3), 15=479/22-0-0 (min. 0-2-3), 11=-78/22-0-0 (min. 0-2-3), 10=479/22-0-0 (min. 0-2-3), 8=285/22-0-0 (min. 0-2-3)
Max Horz 2=34(LC 4)
Max Uplift2=-110(LC 8), 14=-91(LC 15), 15=-56(LC 4), 11=-91(LC 15), 10=-56(LC 5),8=-1 13(LC 5)
Max Grav2=337(LC 2), 13=242(LC 2), 15=551(LC 2), 10=551(LC 2), 8=337(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/21, 2-3=-40/44, 3-4=-39/49, 4-5=-7/52, 5-6=-7/51, 6-7=-39/48, 7-8=-40/39, 8-9=0/21
BOT CHORD 2-15=0/29, 14-15=0/29, 13-14=0/29, 12-13=0/29, 11-12=0/29, 10-11=0/29, 8-10=0/29
WEBS 5 -13=-157/31,4-,14=-1/40,3-15=-376/123,6-11=-1/40,7-10=-3761122
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002.
4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
r7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •A
J
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mem s r r++ *+•!
r 1
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift al joint 2, 91 Ib uplift at joint 14, 56 Ib uplift at joint 15, 91 Ib uplift at joint 11, 561 kftt:' ""^LtOar dt1131b tlplift`at joint 8. L I C E N S EI10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. :`meq
r %
LOAD CASE(S) Standard d
J27AAY
cam'! •
on sMONTHCONSULTING & STATE OFDESIGNi
OF WMR & ASSOCIATES, INC. ".
CERT. OF AUTHORIZATION NO. 9177 - / {
22ALTAMONTEOSPRINGS, FL.
0DEC2S. WESTMNTE DRIVE SITE 100
2714
U 14 ZO12. ' s . _I { 4
PHONE: (407)681-1917 _
7p
William M. Ranieri, PE FL
Job Truss Truss Type Qty Ply
in (loc) I/defl Ud
44047464 A2 GABLE 5 1
Arctech-Hernandez
0.12 2-10 >838 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25
Job Reference (optional)
nuouuu coal, cuwi v, r,.nua, vanuro wmr Run: —A v s rev i I zv - rnni: /.JJv s rev I r zv iz mi I eK Inausines, vu:. iron I ov zo lo:L9:oo zu I z ra e I
ID:NmJK8JwuTBzc8jYrhmCoAiyJGSO-kOQYOgo?NCGg4p4Sv25zOhfayb?00t_anlfV9My GI(
2-0-0 6-1-13 11-0-0 15-10-3 22-0-0 24-0-0
2-0-0 6-1-13 4-10-3 4-10-3 6-1-13 2-0-0
s .- IMA
4x4 =
4
U4 = 3x5 =
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.12 2-10 >838 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) 0.30 6-8 >540 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2010rrP12007 Matrix) Weight: 90 Ib FT = 20
LUMBER BRACING
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabilizer Installation guide.
REACTIONS (Ib/size) 2=240/0-4-0 (min. 0-1-8), 10=875/0-8-0 (min. 0-1-8),6=459/0-8-0 (min. 0-1-8)
Max Hoa 10=34(LC 4)
Max Uplift2=-188(LC 4), 10=-207(LC 8), 6=-137(LC 5)
Max Grav2=335(LC 19), 10=1011(LC 2), 6=547(LC 20)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/21, 2-3=-51/365, 3-4=-93r704, 4-5=-519/0, 5-6=-948/104, 6-7=0/21
BOT CHORD 2-10=-344/22, 9-10=-6/80, 8-9=-6/80, 6-8=-59/895
WEBS 4-8=0/525,5-8=-473/159,4-10=-947/134, 3-10=-526/198 19'
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=24ft; eave=2k; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 Ib uplift at joint 2, 207 Ib uplift al joint 10 and 137 Ib uplift at joint 6.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. `
LOAD CASE(S) Standard
MONTA CONSULTING & DESIGN
OF WMR & ASSOCIATES, INC.
CERT. OF AUTHORIZATION NO. 9177
222 S. WESTMONTE DRIVE SUITE 100
ALTAMONTE SPRINGS, FL. 32714
PHONE: (407)681-1917
DEC 14 2012
William M. Ranieri, PE FL'
a0%
ICENSE
2704 11,
WILLIAM F.: STUHRKE, PhD
PROFESSIONAL ENGINEER
FLORf TRATION #22150
k
1
SOI.IECEILINGMFRAMSRFOIARFO CONOID ONS PIRIOR TO APPROVAL
MAIN FORCE RESISTING SYSTEW— HYBRID NAND ASCO
ENCLOSED -
10 IMPORTANT.
ESPOSURE CATEGORY B
OCCUPANCY CATEGORY O This Drawing Must Be Approved And.
NANO LOAD A
NAND IMPORTANCE FACTOR 1.]5 Returned Before Fabrication Will
1RUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All
NONCONCURRENT VATH ANY OTHER WE LOADS Dimensions And. Conditions Prior To
APprova
BELO
Of Plan.
SIGNATURE BELOW INDICATES ALLROOFLOADING: FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED.
TCOL: 7 PSF TCDL: 10 PSF
By DateBCDL: 10 PSF BCDL: 5 PSF
TOTAL: 37 PSF TOTAL: 55 PSF Requested Delivery Date:
DURATION: 1.25 DURATION: 1.00
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE .ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES:.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING:
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
ProBuild.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporay and
Permanent Bracing, And Ceiling And
Roof Diaphmm Connections.
ROOF PITCH: 2.5112
CEILING PITCH: 0/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: NIA
TRUSS SPACING: 24"
BUILDING CODE: FRC2010
BEARING HEIGHT SCHEDULE
BUILDER:
Hernandez
PROJECT:
Hernandez
Addition
MODEL: 1 Custom Addition
ADDRESS: 1 2829 S. Sanford Ave
LOT I BLOCK: 0/0
SUBDIVISION: Sanford
CITY: Sanford, Florida 32771
DRAWN BY: D Lowry
JM:-::jOB # : 44047484
DATE: 1 1/28113 1 SCALE: I nla
PLAN DATE: 12/31/12
REVISIONS:
1'.
2.
3.
4.
3874 Church St.
Sanford, FL 32771
Ph. (407) 323-6990
Fax(407)323-5644
SAFE LOAD TABLES FOR GRAVITY, UPLIFT + LATERAL LOADS
8" PF2Ft^ACM Fb PRP'R'T?CCG'm I LI TNI -171=1 c
CR
r- t-
GRAVITY
GRAVITY
m m
UPLIFT
NA
TERA
TYPE SRU6 8RF6-05 SRFIO-05 SRFI4-015 SWIS-05 SRF22-05 8RF26-05 SRF3O-05 8RF6-IT 5WIO-IT
UPLIFT
SRFIB-IT SRF22-IT 6RF26-IT
LATERAL
TYPE SUS
SFS -05 OF12-05 8FI6-05 SF20-0B 8F74 -0B 8F28 -0B eF32-05 eF8-IT 8F12.IT 8F16 -IT SF2OO_IT SFZ4-IT 8F288 OF32-IT
1489
IFNGTH
3053
8F8 -IB 8F12 -15 8FI6-IB BFZO-IB 8F24 -IB SF28-IB t3F32-IB 8F8 -2T 6_
4961 5825
1T
8U8 8F8
2'-10'(34') PRECAST 23O2
3166 _ 4413 6039 1526 9004 10412 11936 2'121 2818 4101 5332 6569 1811
3 -
9055
932
4'-6' (54') PRECAST 1351
3166 4413 6039 1526 9004 10412 11936 2121 2184 3981 5190 64p1 1630 8551
2021 2021
3'-6' (42') PRECAST 2302
3138 3311 4689 6001 1315 8630 9941 2165 2289 3260 4231 5219 6204 1192
5511
5453
853 853
5'-8' (68')PRECAST
3166 4413 6039 1526 9004 10412 11936 2165 2215 3165 4125 5091 6061 1036
1251 1251
4'-0'(45') PRECAST 2029
2325 2496 3461 4438 5410 6384 1358 1818 1989 2832 3680 4532 5381' 6245
2918 3603 4230
501
2646 4413 6039 1526 9004 10412 11936 IS18 1925
2150R25053084
3352
72 5264 6510-7938
2352
938
4'-6' (54') PRECAST 1651
1181 1913 2651 3403 4149 4896 5644 1660 1162 250110
5450 6411
4161 5525
1690
121
2891 3491
2110 407.1 6039 1526 9004 10412 9668 1660 1105 243513 121
469 469
1223. 1301 1809 4658 5406
5'-4' C64'J PRECAST 1184
901 1611 2933
2311 2826 3336 3846 1393• 1484 2110
2042
15 4010 4648166528895051609654006424145013931431205093
1468 1981
3920 4549 SO5 505
1100
12
1000 1059 1414 1889 2304 2121 3131 1212• 1351 1930
691
3665 4241PRECAST
2153 ' 3221
14592464 4144 5458 4431 5780 6122 1212 1315 ISlS
688
19 3583 4151 418 418
PRECAST931
110
1255 2101 3263 2146 3358 3911 4585 1141• 1200 1133 2250 2169 3290 3812
1123 1413 1104 1995
1255 2101 3396 5260 1134 8995 6890 1141 1182 1684 2197 2103 3216
521
101 881
W*) PRECAST 161
1029 1615 2385 1994 2439 2886 3333 959• 912 14.15 1914 2354 2191
3132
32401029161526103839559666135041990102914661901235121913245 1 591 251
9'-4' (112') PRECAST 513
632 1049 1469 1210 1482 1154 2021 801• 612 980 1269 1560 1852 214416812121818254434694030312180115511921550191022112634
454 630
10'-6'(126') PRECAST 456
482 802 1125 915 1122 1328 1535 116• 498 193 Ip21 1261 141496 11316581025151420812114313024041166111039389Ill! 2358 3961.3
11'-4' (1369 PRECAST 445
598 935 1365 1854 2355 1193 2015 666• 439 696 899 1104 1309 1515598935136518542441315540446665359051295IS951896Zigg 363 556
12'-0'(1449 PRECAST 414
545 864 125d 1689 2014 1510 1818 601• 400 631 816 1001 1186 13125558641254169322112832- 3590 631 486 818 1209 1514 1199 2066 340 494
13'-4'(16O')PRECAST 362
421 126 1028 1331 1635 1224 1418 500• 340 532 686 841 991` 1153674.8 1016 1436 1855 2343 2920 513 409 682 1004 1361 1631 1891 302 398
PRECAST 338
381 648 919 1190 1462 1081 1260 458• 316 493 635 116 922 106545510010031335111421532666548318629922125415611816 286 360
14'-8' N Tro') PRESTRE55ED N.R
NR NR NR NR NR NR NR 243 295 459 591 124 851 law4651651310 • 2045 2610 3185 3165 243 352 5 12 852 1156 1491 1142 NR 351
I5' -a• 11947 PRESTRESSED NR
NR NR NR NR NR NR NR 228 218 430 553 611 801 925470695125018552310 - 2890- 3410 228 329 542 191 10-12 1381 I6lro NR 32 1
IT' -4' !2087 PRE5TRE55ED N.R
NR NR NR NR NR - NR NR 188 236 361 464 Sbl 610- 11431053095014001800220026001882164496498141121g
N.R. 255
19'-4' (232').PRE5TRE55ED NR
NR NR - NR NR NR NR NR 165 201 313 401 490 518 bl240 '` 400 150 1090 1400 1120 2030 165 239 383 550 136 940 1160 N.R. 204
21'-4' !256'7 PRESTRESSED NR
NR NR NR NR NR NR NR 145 186 218 356 433 512 1 5901833306109401340118021101422123364116358O-1 993 NR 112
22'-0' !2647 PRESTRESSED NR
NR NR NR NR NR - NR _- NR 140 180 268 343 416 493 568. 160 300 510 810 1250 1660 1910 131 205 322 457 6Ol 111 941 NR 161
24'-0' (2887 PRESTT¢E55ED NR.
NR NR NR NR NR NR NR 121 165 244 312 3849 441 515130240410720103013501161012411861290408538680833 - NR 135
rmvuct VALUE 6T 75% FOR GRADE 40 FIELD REBAR
P47F=r'^ACT\A1 Z'In oc•- r -
R*®
r- t-
U
GRAVITY
0 8 m m
UPLIFT
NA
TERA
TYPE SRU6 8RF6-05 SRFIO-05 SRFI4-015 SWIS-05 SRF22-05 8RF26-05 SRF3O-05 8RF6-IT 5WIO-IT SRFI4-IT SRFIB-IT SRF22-IT 6RF26-ITLENGTH
8RF6-I15 8RF1O-15 SRFI4-0 SRFIB-IB BW22-I5 8RF2e -Ie 8RF3O-I5 SRF6-2T 5RFIO-2T 8FF14-2T 8RFI8-2T 8RF2;;-2T 8RF26-2T
8RF3O-IT
8RP3O-2T 8RU6 8RF6
4'-4' C52'J PRECAST 1489
1591 3053 2982 3954 4929 5904 6880 1244 1513 2413 3260 4112' 4961 5825182134124982
2114 ""
6412 1941 ' 9416 10818 1244 1519 2339 3110 4008. 4850. 5696_,
932 932
4'-6' (54') PRECAST 1351
1449 2182'' 3600- 4481 5315' 6264 1192 1501 2311 3121 39°1 4156
1102 3412 4982 6412 1941 941ro 10818 1192 1455 2240 3036 3831 4643
5511
5453
853 853
5'-8' (68')PRECAST 185
832 1602 1550 2058 2566 3015 3585 924• 1112 195 2423 3055 3689 43251153216240146412651658146839I9241132, 1141 2351 2918 3603 4230
501 501
5'-10' (1O') PRECAST 135
119 1500 1449 1924 2 2816 3352 896• 1138 2 2352 2965 3581 419811032051381164125651654506411896109916902288289134914106 469 469
6'-8' (80') PRECAST 822
901 1611 2933 2516 3223 3812 4522 118 882 I5 3 2042 2513 3101 3642
901 1611 2933 4100 6130 8111 6101 718 956 1468 1981 2509 3035 3563 830 1100
1'-6' (907 PRECAST 665
161 1311 2252 1958 2451 2944 3439 688 691 325 1810 228!7 2153 ' 3221
164 1311 2329 3609 5492 6624 5132 688 849 1302 1162 2225 2690 3151 110 941
9'-8' (116') PRECAST 311.
420 834 1253 1011 1347 1614 1886 533' 433 808 1123 1413 1104 19955359281491211926183595281553352110091369112820882450 516 614
TYPE DESIGNATION
QUANTITY OF 'S REBAR AT
BOTTOM OF LINTEL CAVITY °
F FILLED WITH
GROUT / U UNFILLED q FFU7
q Q
jj
iA
TZ--. °-
iG/
Z
NOMINAL WIDTH
w e
rccvuc..c Y, L_Uc CT L77o r'pR GRADE 40 FIELD REBAR
S REBAR AT TOP
MIN. (I) REQ'D
1-Ir2' CLEAR
CT1.U.
5 REBAR AT BOTTOM
OF LINTEL CAVITY
NOMINAL WEIGHT -BOTTOM REINFORCING
QUANTITY OF 05 -5/8'AGTUA PROVIDED IN LINTEL
BAR AT TOP (VARIES)
8' NOMINAL WIDTH
MATERIALS
I. r'c precast Ilntele . 3500 pet.
2. r'c prestressed lintels . 6000 psi.
3. r'c grout . 3000 pal w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM CSO w/
minimum net area compressive strength . 1900 psi
5. Rebar provided in precast lintel per ASTM A615
Field rebar per ASTM A615 GR4O or GR&O.
6. Prestressing strand per ASTM 4416 grade
210 low relaxation.
1. 1/32 wire per ASTM A51O.
B. Mortar per ASTM C21O type M or 5.
NOTE: THIS INFORMATION IS BASED ON THE DATA
SUPPLIED BY CAST -CRETE AND IT'S ENGINEERS.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job and Home Design Services, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appearing
on these plans.
LINTEL DESIGNATION f SECTIONS
@ A m m
m mfg tn711-4@@
U VU
F
B e m m
W as m
F -
til m ® C
al udS adSl.I c
C88inm
41 7 7
GENERAL INSTALLATION NOTES
1. Provide Full mortar head and bed ,joints.
2. Shore filled lintels as requlrcd.
3. Installation of lintel must comply with the archltectural and/or structural drawings.
4._Linteis_are.manuractured with 5-1/2'.lone notches at the ends to accommodate .
vertical cell reinforcing and grouting.
5. Alt lintels meet or exceed 1_/360 vertical deflection, except lintele 11'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom Field added rebar to be located at the bottom of the lintel cavlty. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in-place concrete may be provided In composite lintel In lieu of concrete
masonry units.
9: Safe load ratings based on rational design analysis per ACI 318 and AGI 530
SAFE LOAD TABLE NOTES
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
Ilntele must be reduced by 2O% IF bearing length Is less than 6-1/2'...
Safe loads for all recessed Ilntela based on 8' nominal bearing. 2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section speclFled.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providingaddlonalreinforcedmasonryabovetheprecastlintel.
b. One ''I rebar may be substituted For two 05 rebars In 8' Ilntela only. 1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d -away From the race of su
8. For composite lintel heights not shown, use safe load from next lower heleht. 9. All safe loads In units or pounds per linear Foot.
r- t-
U 117
0 8 m m
977,11
NA
F
B e m m
W as m
F -
til m ® C
al udS adSl.I c
C88inm
41 7 7
GENERAL INSTALLATION NOTES
1. Provide Full mortar head and bed ,joints.
2. Shore filled lintels as requlrcd.
3. Installation of lintel must comply with the archltectural and/or structural drawings.
4._Linteis_are.manuractured with 5-1/2'.lone notches at the ends to accommodate .
vertical cell reinforcing and grouting.
5. Alt lintels meet or exceed 1_/360 vertical deflection, except lintele 11'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom Field added rebar to be located at the bottom of the lintel cavlty. 1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in-place concrete may be provided In composite lintel In lieu of concrete
masonry units.
9: Safe load ratings based on rational design analysis per ACI 318 and AGI 530
SAFE LOAD TABLE NOTES
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
Ilntele must be reduced by 2O% IF bearing length Is less than 6-1/2'...
Safe loads for all recessed Ilntela based on 8' nominal bearing. 2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section speclFled.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providingaddlonalreinforcedmasonryabovetheprecastlintel.
b. One ''I rebar may be substituted For two 05 rebars In 8' Ilntela only. 1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d -away From the race of su
8. For composite lintel heights not shown, use safe load from next lower heleht. 9. All safe loads In units or pounds per linear Foot.