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HomeMy WebLinkAbout1122 Orange Ave 12-868; ELECETRICALMAY 7 OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: LQ—'[D Documented Construction Value: $ n! d Job Address: //I",) _ Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Zoning: Title: Fax: E-mail: 17, Property Owner Information Name Phone: /ll 7 - Street: %2 'k'g Gil Resident of property? City, State Zip: _ 4_ Q' 2 7 7 Contractor Information ) NameAl tl . Phone: L D— Street: GuJ- ( Fax: City, State Zip: _ 3 7 i State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of eads: 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. Z 1 L / Z Signature of caner/Agent Dale Pri ner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is ProducedID APPROVALS: COMMENTS: Rev 1.1.08 dutn ty • . 94son y ti A c NNd .•. JfI1G: to Me or UTILITIES: 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 ID WASTE WATER: BUILDING: Permit No. — Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole VARYANNE PMSE, CLERK (IF CIRCUIT Ct1 W SMINE LE C00TY BK 07713 Pg 07%; Upg) CLERK" S # 2012017018 RECtFM (Y/13/2012 12:32s46 PO RECMING FEES 10.00 RECMW BY J Eckenroth tall ) 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. J1. Description of ro e (legal description of the property, and street address if available) / '' u General description of improve ent: a t 3j Owner information: Name: Q Address: /L2 2 y b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: _p.,,gpne Ck& C)yf1Q_r Phone number: c. Address: 5. Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: Ta. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 CO2"CEME IT/ Signature gYOwner or Owner's Authorized Officer/eo orvwrlft rfter The for8/going instrument was acknowledged<pe tlr is authority,... e.g. officer, trustee, attorney irjfct far (bia%e Sap— O .0 •- 0 o I Oat E.-1 Q<.. Signature of Notary Public .' •••'• .o,,; Personally" Known _ OR Produced Identificafirc rt'.'`" Signatory's Title/Office of , (year) , by (name of person) as (type of on behalf of whom instrument was executed) . Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the t ted in it are the best of my knowledge and belief. ignature , f Natural Person Signing Above Rev. date 3/2008 ApplicationNo: 1o_ W I1''44+29—MANGE AVEJobAddress. Parcel ID: 25-19-30-5AG-130 F-0100 CITY OF SANFORD7FEB132012BUILDING & FIRE PREVENTION PE IT APPLICATION op/ y d Documented Construction Value:4 iz Historic District: Yes NoPfi Description of work: ADDITION GARAGE, B -yy` Plan Review Contact Person: Phone Name GARY WILLIAMS Street: 1121 ORANGE AVE Fax: Zoning: E-mail: Property Owner Information City, State Zip: SANFORD, FL 32771 NamevFv. Street: 46,3i062- City, State Zip: Name: Title: Phone: !1 b 7-322-- S 14 Y 9 Resident of property? : YES Contractor Information Phone'3-2-1— Z8 7511- Fax - 40-7=374=2486= :- State License No.: Architect/Engineer Information KEN LEDOUX (DBA RESIDENTIAL DESIGNS) Phone: 863-956-4748 Street: 550 PENNSYLVANIA AVE city, St, Zip: LAKE ALFRED, FL 3850 Bonding Company: Address: ./ 7- Building Permit Square Footage: No. of Dwelling Units: Electrical Rh New Service — No. of AMPS: Fax: 863-956-4748 E-mail: Mortgage Lender: , 441 Address: .4104 PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) 38 f No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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 o o 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 th mented construction value when the executed contract is submitted, credit will be applied to your p7mit fees whe permit is released. „ ? Signature of er/Agent Date Pri O /Agent's Name of Notary -State of Florida t`:,•: s© y' GOB Owner/Agent is Personally Krio?p,O• S 0- , ? Produced ID Type of ID APPROVALS: ZONING: f k 3.13.12 UTILITIES: COMMENTS: ENGINEERING:J1' 3- 14 ' %Z FIRE: r/ t t t I X. 1 t M" h, 1-01 - 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:- 4 3 o 1 Rev 11.08 OWNER BUILDER STATEMENT/AFFIDAVIT l' I Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be Ayy—_ 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, a 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 d 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. 1, 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 d homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed, contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 1\ r 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 nstruction Industry Licensing Board at 1-850-487-1395 or at www.myLlorida.com/dbpr/pro/cilb/ for 1 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 ififormation that I have provided on this disclosure or in the permit application package. G 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: //P- 2 I, " r - , do hereby state that I am qualified and capable o performing the requested construction involved with the permit application filed and agree to the conditions s1fecified above. x. 3 2-- Signature of caner -Builder Date Form of Identification F I'' 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 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: ary (,t/; .:,ns Firm: IIJIA Address: City: , r State: Zip Code: 32T7 Phone: LllJ7- 3 2 Z—5y8yFax: Email: Property Address: 1 1 Z. Z U r h ca ¢-- Property Owner: Parcel identification -Number: 21_2y - 5-,J - 13y F—yt d Phone Number: 0( 7--3 22--5,/Email: The reason for the flood plain determination is: New structure 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) OFFICIAL, IJSE ONLYt"_ k e- - Flood Zone: , x Base Flood Elevation: /liA Datum: FIRM Panel Number: 22. o 7C oy 7o F Map Date: 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 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: E:441oodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: Reviewed by: \ o „ S 17 a ILL' Date: TAEngr-Files0evation CertificatelFlood Zone Determination Kequest rorm.aoc January 18, 12 CBS -House 7067 Sampey Road Groveland, FL 34736 352) 429-3760 This Package Contains --D Engineering Drawings Subject: Truss Engineering Specifications JOB 9: 12034 JOB NAME: Williams MODEL: Williams Addition Lot / Block / Section: Address: 1122 Orange Ave. Sanford FL County: Seminole Index of Attached: Occupancy Group: Residential Occupancy Category: 11 Exposure Category: B Wind Speed: 110 Enclosure Classification: Enclosed Roof Loading: 20.0,7.0,0.0,10.0 Floor" Loading: 40.0,10.0,0.0,5.0 1. Truss placement diagram with Truss to Truss Connector Schedule 2. Reaction Summary ( Index of Attached Drawings &: loads on structure ) Engineering Summary Sheet for each Truss Standard Details ( if Applicable ) This cover sheet will serve as certification for all the attached items under Rule 61 G15-31.003 of the Florida Department Department of Professional Regulation using Design Criteria from FBC 2007 Edition. I certify that all CBS Builders Supply Inc.`s truss specifications are designed for Wind Pressures using Wind Load Calculations from ASCE 7-05 which has been adopted by FBC 2007 Edition. The items are stapled as a unit which inhibits tampering. If this Truss Placement Diagram is mirrored in the field for alternate Garage right or left, these truss specifications will remain unchanged. Mitek Version 7.110 is the computer program used for engineering these trusses. Should you have any questions concerning this engineering, please do not hesitate to contact us at 352-429-3760. fir, 7141-E OF M tt4 E C Truss Design Engineer Manuel Martinez, PE Florida License ?#411182 Engineer of Record: Name: David Norris License #: 32186 Address: 112 Coleman Rd. Winter Haven Reviewed per rule 61G15-30.006(3) WK•a01 I 0 N Ct35 13Ull.121 k5 SUPPLY, INC Order # : 12034 t3uilder : fook on Wheels Model : Williams Addition P itch : 4 Overhanq : 24" plumb Cut t3earinq : CMU Wind: 110 MPH / ncl osed I.oadinq :37 lb P5F This is a fruss Placement niacirw orlq. — i the ngtreer's 5eal does not relieve the ProCe551onal R:w" Desigw of their resporeensure j6tltGestothe O r teq*' of the entire structure. Defer to Truss Ergineeri q Q fa all uplift aid cravtw loads. mi CBS Builders Supply, Inc. To: 067 Sainpey Road CBS -HOUSEGroveland, Florida Job Number: 12034 352) 429-3760 Fax: (352) 429-8219 7067 Sampey Road Groveland, FL 34736 Page: 1 Date: 01/18/12 12:40:17 Project: Williams Block No: Model: Williams Addition Lot No: PE: Manuel Martinez # 47182 tContact: Site: Office: i De11VeT TO: 1 122 Orange Ave. Account No: CBS Designer: RG Salesperson: JEFF ROBBINSName: I CBS Phone: 407 448-8740 Quote Number: 12034 F Sanford, FL P.O. Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Top Pit. Height Reactions: Bot. Pit. 4.00 4 A 22-00-00 COMMON 04-07-11 Joint I Joint9 92 lbs. each 928.3 lbs. 1068.1 lbs. 232.51bs.-373.7lbs. v 1 Al 97Ibs.each 22-00-00 GABLE 4.00 04-04-00 Joint . Joint Joint Joint Joint 16 27171bs. 271.7 .716s. 326.0 .0 lbs. 66.2 lbs. 175.6.6 Ibs. 186.3 lbs. -191.7 lbs. -96.0 lbs. 50.6 lbs. -64.9 lbs. 4.00 13 A1A 22-00-00 COMMON 04-07-11 Joint9Joint 91 lbs. each 922.6 lbs. 1059.9 lbs. 92. 229.7 ]bs. -372.3 lbs. 2 A113 22-00-00 GABLE 4.00 04-04-00 Join[ 1 Joint Joint Joint Joint 91 lbs. each ll9.9 lbs. 276.4 .4 lbs. 328.0 .0 lbs. 63.9 lbs. 175.4 .4 lbs. 33.0lbs.-195.3lbs.-97.7lbs.-49.8lbs.-64.8lbs. 5 A1C 22-00-00 COMMON 4.00 04-07-11 Joint 2 Joint 6 95 lbs. each 918.7 lbs. 918.7 lbs. 636.5 lbs. -636.8 lbs. Jab s Truss Type QtyTruss I I Ply Tools On Wheels / Williams Addition I 12034 A COMMON j 4 I 1 1 I Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed Jan 18 12:36:07 2012 Page 1 ID: WvNac91 xFiCtlYmRbcZHkSzw7Xp-YE7?HwMW6QOj_eUUyEpibfXWyWypg3NBzt6g_Dzu7vp 4-9-2 7-6-0 11-0-0 14-6-0 16-1-2 17-2-14, 22-0-0 24-0-0 4-9-2 2-8-14 3-6-0 3-6-0 1-7-2 1-1-12 4-9-2 2-0-0 Scale = 1:40.1 I 3x6 = 4.00 12 3x4 = 5 3x4 = 6 1.5x4 II1.5x4 II 4 V3 73 1.5x41.5x4 14 15 i 2 j' " / Z jVU1 ,A j — — B2GrB1 — _ 10 oI — 12 l` . \j 3x5 = 13 11 3x5 = 3x6 == 3x4 3x4 = 7-6-0 14-6-0 22-0-0 7-6-0 7-0-0 7-6-0 Plate Offsets (X,Y): [5:0-3-0,Edge]__ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) -0.32 11-13 >798 240 MT20 244/190 TCDL 7.0 i Lumber Increase 1.25 BC 0.81 Vert(TL)-0.5211-13 >489 180 BCLL 0.0 1 Rep Stress Incr NO WB 0.60 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.18 13 >999 180 Weight: 92 lb FT = 20% I LUMBER BRACING j TOP CHORD 2 X 4 SYP No.21D TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. j BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=928/0-8-0, 9=1068/0-8-0 Max Herz 1=-95(LC 5) Max Upliftl=-233(LC 4), 9=-374(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2326/792, 2-14=-1993/626, 3-14=-1951/628, 3-4=-1785/620, 4-5=0/311, 5-6=0/303, 6-7=-1789/626, 7-15=-1942/615, 8-15=-1984/612, 8-9=-2276/707, 9-10=0/33 BOT CHORD 1-13=-648/2161, 12-13=-423/1818, 11-12=-423/1818, 9-11=-553/2o96 WEBS 3-13=-40/508, 7-11=0/467, 4-6=-2116/575, 2-13=-483/258, 8-11=-416/179 i NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 110mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 1 and 374 lb uplift at joint 9. 5) Load case(s) 1, 10, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss design for light storage only. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-54, 1-13=-20, 11-13=-60, 9-11=-20 10) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-14, 1-13=-20, 11-13=-60, 9-11=-20 11) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-10=-K 1-13=-20, 11-13=-60, 9-11=-20 Job Truss ITrussType Qty iPly Tools On Wheels Williams Addition I 12034 IA1 GABLE 1 1 Job Reference (optional) I CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed Jan 18 12:36:09 2012 Page 1 ID:WvNac91 xFiCtlYmRbcZHkSzw7Xp-UdFlicNmel eRDxet3erAg4c?mKon85cUQBbm26zu7vq 2-0-0 11-0-0 22-0-0 24-0-0 I 2_0_0 11-0-0 11-0-0 2-0-0 Scale = 1:43.3 I 1 4x4 = 1.5x4 II 1.5x4 1 4.00r12 6 7 8 I 1.5x4 11 \ \ 1.5x4 II 5 \\ 9 1.5x4 11.5x4 11 22 / - 23 I 3x4 = 4 T_ 0i " T2 10 3x4 Z 4x5 \ ST3 ST ST V 11 4x5 3 _/ 9T2 T Ip ST1 ST1 12 3x43x4 - 21 20 19 18 17 16 15 14 I! 1.5x4 1I 1.5x4 1' 1_5x4 1,1 3x6 = 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 i I II iI I 22-0-0 I--- 22_0-p _ Plate Offsets (X,Y[2 0-0-12,0-1-12j_[20-0=4,02-0]_[12:0-0-12 0-1-12] [12 0 0-4 0-2-0] LOADING (psf) SPACING 2-0-0 -T- CSI DEFL n (loc) I/deft L!d PLATES GRIP MT20 244/190 TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.01 13 n/r 120 1 1 TCDL 7.0 Lumber Increase 1.25 j BC 0.13 Vert(TL) 0.00 12-13 n/r 90 BCLL 0.0 BCDL 10.0 1 Rep Stress Incr NO Code FBC2007/TP12002 WB 0-04 Matrix) Horz(TL) 0.00 12 nla n/a Wind(LL) 0.02 13 n/r 90 Weight: 97 lb FT = 20% j LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 iTk recommends that Stabilizers and required cross 1br.c_ing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=265/22-0-0, 12=265/22-0-0, 18=192/22-0-0, 19=172/22-0-0, 20=66/22-0-0, 21=323/22-0-0, 16=172/22-0-0, 15=66/22-0-0, 14=323/22-0-0 Max Herz 2=75(LC 4) Max Uplift2=-186(LC 6), 12=-192(LC 7), 18=-4(LC 4), 19=-65(LC 4), 20=-52(LC 4), 21=-92(LC 6), 16=-65(LC 5), 15=-51(LC 5), 14=-96(LC 5) li Max Grav2=272(LC 10), 12=272(LC 11), 18=192(LC i), 19=176(LC 10), 20=66(LC 1), 21=326(LC 10), 16=176(LC 11), 15=66(LC 1), 14=326(LC 11) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-72/82, 3-4=-59/131, 4-22=-9/64, 5-22=-7/95, 5 6=0/111, 6-7=0l116, 7-8=0/116, 8 9=0/111, 9-23=0195, 10-23=0l64, 10-11=-28/131, 11-12=-39/82, 12-13=0/33 BOT CHORD 2-21=-86/101, 20-21=-86/101, 19-20=-86/101, 18-19=-86/101, 17-18=-86/101, 16-17=-86/101, 15-16=-86/101, 14-15=-86/101, 12-14=-86/101 WEBS 7-18=-157/26, 6-19=-127/100, 5-20=-56/73, 4-21=-225/158, 8-16=-127/100, 9-15=-56/73, 10-14=-225/158 I NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 110mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 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 ANSIFIPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 2, 192 lb uplift at joint 12, 4 lb uplift at joint 18, 65 Ib uplift at joint 19, 52 lb uplift at joint 20, 92 lb uplift at joint 21, 65 lb uplift at joint 16, 51 lb uplift at joint 15 and 96 Ile uplift at joint 14. LOAD CASE(S) Standard I I i Job Truss Truss Type Oty PIy Tools On Wheels /Williams Addition 12034 I Al A j j COMMON 13 1 I Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL, 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed Jan.18 12:36:10 2012 Page ID WvNac91 xFiCtlYmRbcZHkSzw7Xp-ypo8wy00PLml r5D3dMMPDH91 vk_etPldfrKKaYzu7vp 4-4-10 7-1-8 10-7-8 14-1-8 15-8-10 ,16-10-6, 21-7-8 23-7-8 4-4-10 2-8-14 3-6-0 3-6-0 1-7-2 1-1-12 4-9-2 2-0-0 i Scale = 1:39.8I 3x6 = 4.00 F12 3x4 = 5 3x4 = j 1.5x4 11 4 ij\ \6 1.5x4 i I 3 —W 7 1.5x4 14 15 ' , 1.5x4 j 2 T 8 CD/; co 10 3x5 3x6 = 3x4 = 3x4 = Ili j 7-1-8 14-1-8 21-7-8 _ 1 7-1-8 7-0-0 _ 7-6-0 j Plate Offsets (X,JY_L:0-3-O,Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d 11-13 >812 240 LATES GRIP MT20 244/190TCLL20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.31 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.51 11-13 >498 180 j BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.16 13 >999 180 Weight: 91 lb FT = 20% j rLUMBER --- ---- ---- - — - — BRACING I TOP CHORD 2 X 4 SYP No.21D TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross j j bracing be installed during truss erection, in accordance with Stabilizer Installation guide__ REACTIONS (lb/size) 1=923/0-3-8, 9=1060/0-8-0 j j Max Harz 1=-95(LC 5) j Max Upliftl=-230(LC 4), 9=-372(LC 5) j FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2250/762, 2-14=-1956/614, 3-14=-1913/616, 3-4=-1757/611, 4-5=0/299, 5-6=0/297, 6-7=-1757/615, 7-15=-1910/604, 8-15=-1952/602, 8-9=-2250/699, 9-10=0/33 BOT CHORD 1-13=-615/2071, 12-13=-412/1787, 11-12=-412/1787, 9-11=-545/2073 WEBS 3-13=-30/479, 7-11=0/467, 4-6=-2073/561, 2-13=-424/236, 8-11=-423/181 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 110mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 372 lb uplift at joint 9. 5) This truss design for light storage only. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-54, 1-13=-20, 1 1-13=-60, 9-11=-20 III i I I j Job 1Truss Truss Type Qty Ply 'Tools On Wheels / Williams Addition 12034 A1B GABLE 2 1 Job Reference (optional) _ CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL, 34736, Manuel Martinez PE #t47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed Jan 18 12:36:11 2012 Page 1 ID: WvNac91 xFiCtlYmRbcZHkSzw7Xp-Q?M W7HP1Aeu9TFoGB3telVhLG8UEc?l ntV4t7-zu7vo 11-0-0 22-0-0 24-0-0 1 11-0-0 11-0-0 2-0-0 Scale = 1:40.01 i 4x4 = 1.5x4 11 4.00 12 1.5x4 I 5 6 1.5x4 II 1.5x4 II 4 7 21 1.5x4 11 3 1.5x4 1LI 8 vI I /-0. C T1 3x42ST4I\_, ST3 ST 4x5 z.: ST ST 9 I \\\ 10 1 / I iTi' Irn 2 T 11 i7cD 3x4 19 18 17 16 15 14 13 12 3x4 = 1. 5x4 I i 1.5x4 !I 1.5x4 11 3x6 = 1.5x4 11 1.5x4 1 1. 5x4 11 1.5x4 11 I 22- 0-0 22- 0-0 Plate Offsets(X,Y).,_[1:0-3-4,0-0-4L[10:0-0-12,0-1-12L[10:0-0-4,0-2-0] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.01 11 n/r 120 Vert( TL) 0.00 10-11 n/r 90 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 I BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2007ITP12002 Matrix) Wind(LL) 0.02 11 n/r 90 Weight: 91 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with j Stabilizer Installation guide I REACTIONS ( lb/size) 1=111/22-0-0, 10=276122-0-0, 16=165/22-0-0, 17=169/22-0-0, 18=73/22-0-0, 19=316/22-0-0, 14=171/22-0-0, 13=64/22-0-0, 12=328/22-0-0 Max Horz 1=-91(LC 5) Max Upliftl=-33(LC 6), 10=-195(LC 7), 17=-70(LC 4), 18=-32(LC 4), 19=-133(LC 4), 14=-65(LC 5), 13=-50(LC 5), 12=-98(LC 5) Max Grav1=120(LC 10), 10=276(LC 1), 16=165(LC 1), 17=173(LC 10), 18=73(LC 1), 19=317(LC 10), 14=175(LC 11), 13=64(LC 1), 12=328(LC 1) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-56/85, 2-20=-11/64,-3-20=0/69, 3-4=0/91, 4-5=-2/128, 5-6=0/128, 6-7=0/91, 7-21=0/63, 8-21=0158, 8- 9=-15/89, 9-10=-24/40, 10-11=0/33 BOT CHORD 1.19=-45/88, 18-19=-45/88, 17-18=-45/88, 16-17=.45/88, 15-16=-45/88, 14-15=-45/88, 13-14=-45/88, 12- 13=-45/88, 10-12=-45/88 WEBS 5-16=-130/18, 4-17=-124/102, 3-18=-62/64, 2-19=-214/178, 6-14=-127/100, 7-13=-55/72, 8-12=-226/159 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 110mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1_60 plate grip DOL=1.00 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard j industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. j 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. j 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1, 195 lb uplift at joint 10, 70 lb uplift at joint 17, 32 lb uplift at joint 18, 133 lb uplift at joint 19, 65 lb uplift at joint 14, 50 lb uplift at joint 13 and 98 lb uplift at joint 12. 1 LOAD CASE(S) Standard I it I I Job Truss I Truss Type Qty I Ply Tools On Wheels / Williams Addition I12034 IAtC ICOMMON 5 1 Job Reference (optional) CBS -Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE ##47182 7.250 s. Jan 28 2011, MiTek Industries, Inc. Wed Jan 18 12:36:13 2012 Page 1 ID: WvNacg1 xFiCtlYmRbcZHkSzw7Xp-MOUGYzQHhGBtiZxelUv6gwnf2x5T4g43LpZ_Btzu7vr 2-0-0 5-10-14 11-0-0 16-1-2 22-0-0 24-0-0 2-0-0 5-10-14 5-1-2 5-1-2 5-10-14 2-0-0 Scale = 1:43.3 4x5 = 4 4.00 12 L 1.5x4 ' _ j A ' ' \ 1.5x4 T 1— W1 6 ,' W1 \\ 2 fiT — B2 —\ 7 Ic? o 10 9 8 3x6 = 3x6 = 3x4 = 3x6 = 3x4 = I I 7-5-6 14-6-10 22-0-0 LOADING (psf) 7-5-6 SPACING 2-0-0 CSl 7-1-4 7-5-6 DEFL in (loc) I/defl L/d 999 240 PLATES GRIP MT20 2441190TCLL20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.08 8-10 TCDL 7.0 Lumber Increase 1.25 BC 0,41 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.06 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.27 8-10 >966 180 Weight: 95 lb FT = 20% I LUMBER ——— BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 4-8-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=919/0-4-0, 6=919/0-4-0 Max Horz 2=-79(LC 5) Max Uplift2=-637(LC 4), 6=-637(LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33, 2-3=-1834/2001, 3-4=-1634/1927, 4-5=-1634/1927, 5-6=-1834/2001, 6-7=0/33 BOT CHORD 2-10=-1783/1686, 9-10=-1150/1161, 8-9=-1150/1161, 6-8=-1783/1686 WEBS 4-8=-687/521, 5-8=-297/244, 4-10=-687/521, 3-10=-297/244 NOTES Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 110mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 2 and 637 lb uplift at joint 6. LOAD CASE(S) Standard I i i I' WES SITE R001`1 ROOF TRUSS f 13 1 KiTei Engineering Drawing ExplainedIrJobReference (opbonal) i if—ek Industries, Inc., Chesldrfleldi MO 6501-1, s Feb 16 2004 Mnek Industries, Inc- Wed Feb 13 15:0818 2W4 Page 1 5 1 - Q a-0-0 s: -.a NI' ll -1 M" 110.a 2-010 boo 3-O4 6-0-L Plate Offsets XY 20-Mi 13-0- 101. 14:0424Edoel L-go LOADING ( psf) SPACING 2-0-Q CSI DEFL In (loc) Vdefl L/d PLA -G'P TCLL30,0 Mares IncreaSIB 1.15 Ver%(LL :0.21 12-13 >999 240 MT, T2671 44go TQIX 10.0 Lurntier irtorease 1-16. 6C 0.57 Veq(TL) -0-52 12-13 >688 180 OH 1871143 8CLL 0.0 Rap Stressincr YES;-WB 0,&5 Horz(TI.). 0.21 8 n1a Wa BCDL 10.0 CoJeIBC2000(tPI2602! `(Matrix) V*jgf)t: 182 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing direcIty applied or -35-14 oc BOT CHORD 2 X 4 SYP No,2 purlins. WEBS2X-4 SYP No.3 BOT CHORD Rigid mling directly applied or 1,(W-0 oc bracing, M REACTIONS .( lb/sIze) 21G57A18=165710-3-8 Max Hoit 2= 1"loed,case 4) Max Up02- 1 01 (load, case 5), 8 FORCES (lb) - Maximum Compressioni(Maximum TerL5'on TOP CHORD 1-2-0170, 2-3=-2712rA..34=-27.59153,4-5---2715/184. 6-6---2715/104, 6-7=-275929. 7-8--- 2712/27, 8-9=0rt0 BOT CHORD 2-15=-78/2314, 1, 13-1 -"611703.12-13=0/1401.11-12=0/1703. 10-11=0/231 1. S-10= 0)23,14 WEBS 3- 15=0/197,3-14=-1521/45.3-13=41884.4-13=354/'172. 5.'13=-15611578, 5-12-10irw8. 6-12= 354/172.7-12--01884.7-11=-1521/0.7-10=0/197 NOTES 1) Unb. alanced cool Iva fonds have been considered W this design. 2) VMnd ' ASCE 7-98:90mph: h=251t: TCDL=6.Opsf; BCIDL=6.0pd,Category 11: Exp B- enclosed- MVWR S, gable end zone: Cantilever left and ighk ezposgd., aid Y tical *it and right exposed: Lumber DOL=1.33 plate grip DOL=1,33, 31Ths truss has been designed fora 10 Opsf bottom d)ad r livelead nonconwrrarit with any otherIlve loads. 4) All plates are PAT20 plates unless otherwise Indicated, 5) This truss requires plate inspection per the Tooth Count Metiod when this truss Is chosen for quality assuratrx'e Inspection. 6) One RT7 USP m.rectors; recommended to connect truss to bearing wells d.je to uplift at jt(s) 2 and 8.: LOAD CASE( S) Standard SAMPLE: NOTFOR PRODUCTION WES SITE I FT-01 IFLOOR 1 13 Bearing Floor Truss ED il A 1, IQ 0 2 3 11 66141 S4 36= 36 N 1540 1 ZIQI .210 4 t4O Plate Off I ,Ed ej Q 3 0 Edge-7- Edael f , :0 3 0 LOArMNG (psi)' SPACING 2-0-0 C& DEFIL In (lac) Well Ud PLATES GRIPTCU_ 40.0 Plates.Increase 100 TC 0,97 Veil(LL) -0.35 31-32 > MT20 244/190TCDL1.0.0 Lumber Imriftse 1.00 BC 0,98 Vert(TIL) -0.54 31-32 -,,439 240 I MT20H 187/143BCLL0-0 Rep Stress Incr YES BCDL 6.0 WS 0.82 Hocz(TL) 0.06 27 rifa nta M MT18H 2441190 Code BOCAITPI2002 Matrix) Weig 78 LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4X2SYP No.1 'Except- TOP CHORD Stuctural wood .sheathing dVectty applied or 2-2-0 oc purrins, except end verticals 34- 37 4 X 2.SYP No.2 BOT CHORD Rigid ceiJing directly applied or 6-0-0 oc bracing. WEBS4X2SYPNo.3 OTHERS 4 X 4 SYP 120OF 1.2E REACTIONS ( 16/size) 39-937/0-o2'7=2066A-3-8.21=259dO38 Max Upfift2l=-100(loed case 2) Max Grav 39,955(load case 2). 27=2066(Ioad case 1), 21 43 1 (load case 3) FORCES ( b)-Maximum Compression/Ma)dmurn Tension TOP CHORD 2138-360.20138---36M, 1-2---Ip,79/0.')-3---1875/0.3-A-1875/0,4-6=-344M.--,-6=-3448/0, 6- 7=-344810,7-45=-2710/0,8-9=-2rja4t0,9-1()--,.1844-'O, 10-11=-352/250,11,12=012271, 12-13=( Y2276,11-14=01-1742.14.-15--37011284.15-16---373/1285,16-17=-750M4, BQTCHORD 3" 7=(110. 35,365=0/2936. 34-35--0/3&515. 33-34=0p-355. 32-33=ar3340.31-K--0Z1&44. 30-31= 0/184A. 29-30--0/1844. 28-29 11178/0. 27-28--118410.26-27=-2276/0.25-26=-1724/0, 24-25- 1065/582,23-24=-1065/582 22-23=-6213i 50,21-22---166/553 WEBS 9- 31=-741tb, 16-24=M, 1173/0, 4-35= 05K 5-35--25810, 7-35=0/179,7-32-715M8-32-624A 9-32=0/1586,11-27=-1488/0, 1 i-29= am6o4, 10-29=2068/0. 19-21=-671/203,1,9-22=-261r273, 18-22=-227/310, 18-23=-45010, 16-23:iC/ 410,15-25---116/34,14-26=-63=. 13-26--Ot907,14-25=0/1023.16-25--591/0 NOTES 1) Unbalanced 11W live loads have been WISIdered for this design. 2) AN plates; are MT20, plaies unless otherwise Indicated. 3) Thistruss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Bearingaijpir* s) 39 considers parade) to grain value using ANSVTPi 1-19Z angle to grain formula. Building designer should verily capacity of bearing surfam, 5) One RT7 USP connedorsyecornmerided to connect trusslo bearing wells due to uplift atjqs) 21. 6) Design assumes 4)Q (flat or*ikon) pIuritns at oc spadn' g Indicated, fastened to truss TC wl 2-10d nails. 7) Recommend 26, strongbacks, on edge, spaced at 10-0-0 oc and fastened to e" truss with 3-16d nails. SUwgba&s to be attached to "IS at their ouler ends or restrailned by other means. 8) CAUTION, Do not erect truss b4ckwards. SAMPLE: LOAD CASE( S) Standard NOT FOR PRODUCTION TYPICAL CABLE END DETAIL TYPICAL PIAGON& 13PACE AMC& P t0 VE UCAL - 5EE fALlE FOP r\AMIMUM IOK5 TYPICAL V Op 2M "L ' 13 E, (IF APPLICAGLE> , W&N22 t0 VEPtICAL- WE tAPLE FOP\ MAX, IEICK5 Al Draclrq to be a Minimum 5PE stud Grade or 0c-Uer TYPICAL GABLE END Exterior Grade 9va hrq MINIMUM GRAPE OF LUMDEP TOP CHORD (2x4) NO. 2 5YP DOT CHORD (2x4) N0. 2 5YP WEDS (2x4) NO. 3 5',P 2) CONNECTOR PLATES MINIMI-W 1) 20 GAUGE AT EVERY JOINT j i TYPICAL LOADING (P.S.F.) TILE: SHINGLES TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 DOTTOM DEAD LOAD 10 10 TOTAL: 45 37 5 T P, E 55 ING 1.25 1.25 12 MATCI-f 5 COMMON E5 Ix4 Op 20 `-WED A51TQUIEn L" BRACE DETAIL NOTE: 1) USE 8d GUN NAILS AT 4" D.G. FOR lx4 AND Od AT 4" O G FOR 2x4, 2) IF 5TRUCTURAL 5HEATHING 15 U5ED ON THE FACE OF GADLE THE ENGINEER OF RECORD MAY DEEM L-DRACING UNNEGE55ARY. MAXIMUM HEIGHT TADLE WIND VELOCITY - 120 M.F.H. 5PA6IN6 OF VERTICAL5 MAX. LENGTH NO DRACE MAX. LENGTH N4 DAAGE MAX. LENGTH 2x4 DRAGE' MAX. LENGTH 2x6 [RAGE 12" 4'2" 6111.1 8'q" 13'10" 16" 3'10" 5'11" 7'10" 24„ 3,4„ WIT 6,5" 10,C)" DEYOND TH15 LENGTH U5E 2x6. BuildersCB6Supply Inc. Truss Plant: 7067 Sa pcy Rd. - Grovclend, Fl. 34736 Phanc: 352-429.3760 Fax: 352.429-8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 REPAIR FOR BROKEN WEB/CHORD PEPAIW (FEF. ND5-ql 1) 5HORE TRU55 TO PROPER LEVEL 2) REALIGN DROKEN WEB 3) APPLY APPROPRIATE 5CAD AND NAILING A5 INDICATED IN TADLE DELOW: 5CAD SHALL DE OF THE SAME 51ZE. GPADE. AND 5FECIE5 A5 THE WED MEMDER (U.N.O.) OR DETTER. ALL NAIL VALUE5 ARE DA5ED UPON PNEUMATIC DRIVEN 10d GUN NAIL5 AND 5.Y P. LUMDEP, NOTE: NAIL5 SHALL DE D15TRIDUTED 50 THAT THE END 015TANCE, EDGE 015TANCE, AND 5PACING W'LL AVOID UNU5UAL 5PLITTING OF THE WOOD. i i TOTAL NAILS I Od GUN) CHORD/WEB FORCE (1-BF.) i MIN. SCAB— LENGTH (FT,) 7 9 11 71u, 918, 1 1 122, 20 2 -6 3 0 13 1 1326 3 6 15 1530, 4 0 17 1734d L1 6 19 i 938' B.O.. 3 2 s46d 5 6 25 27 2550- 275y1 60 5'6 29 2956, 7,0 31 3162, 7'6 33 3366- 8 0 35 3570, 8 6 37 377U 9.0.. 39 3978, 9,6 4 I q 182, 10 0 43 4386' 10 6 L-I5 L4590- I I O 47_ L4794p 11 6' 49 L4998r 12 0 1 - Truss 6. NOTE: 5CA13 DOTH SIDES. 5AME 51ZE e 5PECIE5 OF WED/GHOPD. TOTAL NAI1-5 INCLUDE BOTH 56A65. 5TRE55 INCREA5E = 1.14 OR 102#/NAIL. 1 / 2 MINL. NGTH NA1LEl7 TO UNPAW6EV 5ECTION 1TF. TO - - NOTE C3ELOW INCREA5E MIN.LENGTH A5 REOD TO HAVE 1/2 LENGTH NAILED INTO UNDAMAGED SECTION. OREPRE5ENT5 THE TOTAL NUMDER OF NAIL5 REQUIRED FOR 5CA65 ON DOTH 51DE5. NAIL5 SHALL DE EVENLY DIVIDED DETWEEN DOTH 5CA55 AND ON EACH 51DE OF DREAK. Builders Supply Inc. roveland, Ft. 34736 Phone: 352-429-3760 Fax: 352.429-8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 T M[3 -- i L-BRACE SECTION m I Od CIUN NAIL5 C. TYPICAL T-BRACING V\9C3 T-BRACE SECTION j T -LDF, riNG. TO, DE D wyEi,,i cONTiiv.liJ0U5 LATE-AyL rl,'A( I -U :ACE iViJ';' T GOVE '-1UOF WEE LEI`JL-D I H. L k =', E GDi',I fGUf'ATIOPI A,". i FEE U,IED l,N LIEU OF T zAl T A/-+IAIf f 17" TA[']i f" PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRL ONE - PLY TRUSS WEB SIZE I 1 ROW 2 ROWS IX r? 13 Builders Supply I CBSInc. Truss Plant: 7067 Sampey Rd. - Groveland, FI. 34736 Phone: 352-429-3760 Fax 352-429-8219 oil CONDITION#1: REPAIR: 5TPAP 15 0" TO 3l8" AWAY FFOM EDGE OF TF.'U55. NO PEPAIP NECE55APY. CONDITION#2: 5TPAP 15 3/3"" FO 1-112" AWAY FROM EDGE OF TPU55. REPAIR: PLACE MAXIMUM 7x4 6LOCK 6ETWEEN TPU55 AND 5TPAP REND PEP DETAIL AND NAIL 7-10J, CONDITION #3: 5TPAP 15 MOPE THAN 1-112" AWAY FP,OM EDGE OF TRU55, REPAIR: PER DETAIL SHOWN U51NG U5P PT13T AiNCHOPED TO WALL WITH (3) 1/4"x2-1/4" MIN.) TAP -CONS AND NAILED TO TPU55 WITH 7-10d. MAXIMUM 1200 LBS. UPLIFT. I / -T X 2 -! / -" tAI'-CJNS STANDARD REPAIRS FOR STRAP MISALIGNMENT APPLIE5 TO MULTIPLES AND GON5ECUTIVE TRU55E5, AND MAY PEE USED ON EITHER SIDE OF WALL. WEB LATERAL BRACING RECOMMENDATIONS ANP XJ J, TYPICAL WEB BRACING 21 UN 41 ON Manuel Martinez?,oR.E. Builders FLORIDA REGIS"'T"ER"t LICENsupplyC.B TYPICAL CORNER SET INSTALLATION 12 (2) IOd N,AIL5 VAM5 _ OpTION,Al, 5C155005130TTOM COkP C 2) IOd NAILS 12 VARIE5L_--- tYPICAL CORNER AA6K (HJ) NOTE PLATES SHOWN ARE MINIMUM 51ZE. 20 GAUGE TRU55 CONNECTOR GU55ET5 ATTACHED TO EACH JOINT. DOTHFACE5. I MINIMUM GP,ADE OF LUMDEP TOP CHORD (2)(-): NO. 2ND 5YP" DOTTOM CHORD (2x-) NO 3ND 5YP WEDS (2)(-): NO. 3 5YP EXCEPT #3 5YP CHORD 5' 5PAN TYPICAL LOADING F_S.F.) TILE- SHINGLES TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 90TTOM DEAD LOAD 10 10 TOTAL: 45 37 5TRE55 INC. 1.25 1.25 WIND DE51GN MAX. 120 MPH PER A5CE 7-02 tl1'ICAL OPEN JACK (CJ' 5) Op (EJ' 5) 3) IOd NAlL5 EA0 51PF OPTIONAL VVE13 CONFIGURATION 2) IOd NAILS EACH 51PE OPTIONAL VVE5 CONFIGL1p.A11ON 12 VARIE5 TYPICAL 50550R5 CORNER JACK (HJ) IOd N,AlL5 EACH 5112E 2) IOd NA15 EACH 5112E ZZ CJ( #) CJ( fl CONNECTION 12ETAlL 2) IOd GUN NAIL5 v v s FOR EACH LOCAflON SHOWNii TYPICAL COPUP, 5ET LAYOUt Manuel Martinez, P.E. \ FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 TYPICAL PIGGYBACK ATTACHMENT DETAIL 2x4 PUR1 INS - Aj xh8" O.C. SHIM EOr EI.G L CONtACt SEE NOiE # 3C / E NOTE # I E NOTE # 50 P160MA T 1 ]55 E N01 # 213 INTER ZA \ r \ INTERFACE E NOrE # 2A I I —E NOTE # 5A i YPICAL LOAPING (P.S.F.) TILE: SHINGLES. TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 60TTOM DEAD LOAD: 10 10 TOTAL: 45 37 5TRE55 INC. 1-25 1.25 WIND DESIGN: MAX. 140 MPH PER A5CE 7-C18. NoIL 11 2x4 PURLINS ON FLAT TOP CHORD SECTION OF DA5E TRU55 AT ALL JOINTS. NOT TO EXCEED 4'-0'' O.C. OF, THE MAXIMUM ALLOWA15LE PURLIN 5PACING OF 6A5E TRU55- (SEE DA5E TR1-155 ENGINEERING FOR MAX 5PACIN6) ATTACH PURLIN5 TO TOP CHORD OF BA5E TRU55 WITH MIN 2 EA. 10d NAILS zt IF SHEATHWG DOES NOT OVERLAP PIGGYDACK / DA5E TRU55 INTERFAGE 6Y AT LEA5T 12" ATTACH PIGGY RACK U511\16 ONE OF THE FOLLOWING: o- 1-1/4" X 12" 20 GAUGE STRAP (U5P # LSTA-12 OR EOUIVALENT) TO ONE SIDE OF TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8D NAILS EACH 51DE OF INTERFACE: b- 2 X 4 X 4'-0" GRADED 5CAD TO ONE SIDE OF TRU55 CENTERED ON INTERFACE WITH MIN. 10d NAILS STAGGERED 3" O.C. FULL LENGTH OF 5CA6: c 6" X 8" NOM. 1/2" 5TRUCTURAL SHEATHING GU55ET PLATE TO BOTH 51DE0 OF TP,U55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8d NAILS EACH 51DE OF INTERFACE. 31 FOR PIGGYDACKS OVER 16'-0" IN LENGTH U5E ONE OF THE FOLLOWING IN ADDITION TO THE A80VE REQUIREMENT5 o- ATTACH MITEK 18 go 7H HAMMER ON PLATES ON EACH TIDE OF TRU55 AT EACH 8A5E TRU55 JOINT: b- U5P FRAMING ANCHOR. HCDP OR 51MP50N H 2.5. ONE CONNECTED TO PIGGYDACK AND PURLIN, AND ONE CONNECTED TO PURLIN AND DA5E TRU55 STARTING AT MIDDLE OF PIGGYBACK AND EVERY OTHER PUP.LIN: c 6" X8" 112'' STRUCTURAL SHEATHING 6U55ET PLATE AT EACH BASE TRU55 JOINT. DOTH SIDES OF TRU55, U51NG MIN 3 EACH 6d NAILS EACH CHORD- (TOTAL 12 NAILS) Builders SupplyCBSInc. Truss Plant: 7067 Sampey Rd. - Groveland, FI. 34736 Phone: 352-429-3760 Fax: 352-429-8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 I n r 0 r D z m mcnG— m cn m rnm M( D p CJ N m - o N Z m G7z rn m GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2X4 RAFTERS, & 2X8 MIN. FOR 2X6 RAFTERS. 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP H2. 5A CONNECTOR, NAILED 8-8d, ALL OTHERS TOENAIL WITH 10d. 5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES). i HUGHES HUS-26 FASTENED TO 1) USP H2.5A AT END OF PEAK OF PREVIOUS TRUSS. ACH FRAMING MEMBER. TRUSSES BELOW SEE VALLEY NOTE #4.) 5) 10d GUN NAILS EACH END. ANCHOCLEAT UNDER VALLEY FRAMIN R TO EACH TRUSS BELOW WITH ((4)).10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP H2.5A CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND USP RT12F OR EQUAL AROUND TRUSS BELOW, SPACED (3) TRUSSES MAXIMUM. STANDARD SEPT. 25, 2006 STAPLE CONNECTION DETAIL #1 JACK & #3JACK CBS Builders Supply, Inc. Truss Plant Division 7067 Sampey Road Groveland, FL 34736 NOTES: 1.STAPLES SHALL BE DRIVEN PERPENDICULAR TO MEMBERS TO ONE FACE ALONG SCARF AS SHOWN. STARTED 1" FROM EACH ENDS OF SCARF. 2.THE END DISTANCE, EDGE DISTANCE, AND SPACING OF STAPLES SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MINIMUM 4 STAPLES EVEN SPACING 5 SIDE VIEW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY MINIMUM 5 STAPLES. EVEN SPACING STAPLE LATERAL LOAD VALUES FOR SP/2 LUMBER OR BETTER GAGE DIAMETER, IN INCHES IMMUM PENETRATION INCHES LOAD (Ibf) 1{ 0.080 1 37 15 0.072 1 32 16 0.0625 f 26 ALTERNATE CONNECTION DETAIL* IN LIEU OF A PAIR OF METAL CONNECTOR PLATES. Office: 352-429-3760 Fax: 352-429-8219 Manuel Martinez P.E. FL 47182 L MAq z( No. 47182 STATE OF w Q R tip\ L ' e Q fV A1- 1i,lli nuil U N Concrete or Masonry Opening Z0 ZF V w L— Peri ter Caulk, By Others. Also be een flange and buck . qD Head 1 o Ee.t«wr v Class as Required Perimeter Caulk By Others - v Pre —Cast Sill By Others I Lm f VI Flange Type Window Head 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4" min. embedment Tapcon into masonry or concrete. OD 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. Caulk Between Buck 5. If exact window size is not given, use anchor quantity for and Masonry Opening next larger window in chart. By Others 6. Glass thickness will vary with window size and design load, and must comply 7ID ,M> ,a1D Tyt with ASTM E1300. LQ7 L6lIJ rJIJL?JlllllL Wood Buck by Others 7. Letter designations on the tapcon* location chart Indicate where anchors are to be installed using the elevation as a key. B. All factory applied holes not designated for tapcon* should be filled with 8 screws of sufficient Ith. to provide 5/8" min. embedment into wood buck. Fateda Concrete or Masonry Opening TAPCON'I` LOCATION CHART 1}" MIN. CODE WINDOW ID - TAPCON* LOCATIONS Outside PENETRATION SIZE SIZE DP36 TO DP52 DP52.1 TO DP70.8 Perimeter Caulk Caulk Between 12 18 8 x 3 25 A, C A, C Flan a and Buck 13 18 1/8 x 37 3/8 A. C A. C g 14 181/8x495/8 A,C A,C e °• n 15 181/8x62 A,C A,B,C 14 16 18 1/8 x 71 1/4 A. C A. 8, C C4 t dj -ll I Flange Type u J Window Frame Sill F Stool By Others o° a ' Caulk Between Flange and Pre —Cast Sill Jamb • uE0 0c a J" t4"SHIM Inside Dimension D D A A Oak— 1 /2 32 25 1/2 x 25 A. C A. C 1/2 33 25 1/2 x 37 3/8 A. C A. C A 1 /2 34 25 1/2 x 49 5/8 A, C A, B. C a 1/2 35 25 1/2 x 62 A, B, C A. B. C 1/2 36 25 1/2 x 71 1/4 A. B. C A, B. C d e d 22 36 x 25 A. C A. C a' • 23 36 x 37 3/8 A. C A, B, C d , n 24 36 x 49 5/8 A, B, C A, B, C 245 36 x 55 1/4 A, B, C A. B, C c 25 36 x 62 A, B, C A. B. C 26 36 x 71 1/4 A, B. C A. B, C, D BUCK 4 , a . 32 52 1/8 x 25 A, C A, C 33 52 1/8 x 37 3/8 A. C A. B, C 34 52 1/8 x 49 5/8 A, B. C A, B, C Tapcon 345 52 1/8 x 55 1/4 A, B, C A, B. C, D Wood Buck By Others 35 52 1/8 x 62 A, B, C A, 8, C. D 36 52 1/8 x 71 1/4 A, B. C. D A, B, C. D. E Caulk Between Buck and Opening TAPCON" TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL. dt SIMPSON Design Pressure values listed above are in PSF E E MAIN Dr. CAM B B ITM. INSTALLATION INSTRUCTIONS s.w. 1/1s/o2 FASTENER SCHEDULE PRODUCT C C NONE 1 p 1 EXTERIOR ELEVATIONy 165 FLANGE SINGLE HUNG INST165 STANLEY DOOR SYSTEMS® OPAQUE WOOD EDGE / STEEL EDGE INSULATED STEEL DOOR OUT-SWING/INSWING" UNITS Witi W/OUTSIDELITES 37.50" MAX. OVERALL WIDTH xU x w a 0 W 9 Qz g L X 53MAX. .25" M rOVERALL MAX, X 0 DESIGN PRESSURE RADNG DESIGN PRESSURE RATING OUT- SwwG / IN -SWING WOOD EDGE POS. 55.0 NEC 60.0 POS. WOOD EDGE pl_ Sw POS. 50.0 NEC. 50.0 OUT-SWwG / IN-SwWG STEEL EDGE POS. 70.0 WG. 70.0 STEEL EDGE r_ 53. 25" MAX. I OVERALL WIDTH 0 X DESIGN PRESSURE RATING WOOD EDGE OUT - Si" / W-SwwG w POS. 50.0 NEG. 50.0 STEEL EDGE 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDSORNE DEBRIS AREAS. 4, FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74. 50" MAX. OVERALL FRAME WIDTH X X ASTRAGAL TYPE DESIGN PRESSURE RATING WOOD EDGE WkWomber I OUT-SWwG / wWING -SMtg. by Genesis POS. 55.0 NEG. 60.0 STEEL Ahxn. Astragd OUT -SWING / IN-S1w c EDGE Mfg, by tmperid POS. 44.0 NEG. 44.0 OVERALL FRAME WIDTH k M k 4' IL 0 X X 0 ASTRAGAL TYPE DESIGN PRESSURE RATING MOOD EDGE WeldJanber I OUT-SwK / w-SWwG Mfg. by Genesis POS. 50.0 NEG. 50.0 FEEL Akrm Astragal OUT-SWM / w-%% EDGE mig. by dnperiol POS. 44.0 NEG. 44.0 PRODUCT OESCRtPTION I. THE DOOR FACE SHEETS ARE 24 GA. (0.027) MIN. THICKNESS. 2. WOOD EDGE DOORS, THE STILES AND RAILS ARE WOOD CONSTRUCTION WITH THE LATCH STILE BEING LVL. 3. STEEL EDGE DOORS, THE STILES AND RAILS ARE A ROLLED FORMED STEEL EDGE FROM . 028" THK. CALV. STEEL AND MECHANICALLY INTERLOCKED. 4. THE INTERIOR DOOR CAVITY IS URETHANE. 5. THE SIDEUTE GLAZING IS 0.5" or 1' INSULATED TEMPERED GLASS BY OOL or TRINITY. 6. THE WOOD JAMBS ARE A MIN, 4-9/16 7. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWWG). 8. THE IMPERIAL ALUMINUM ASTRAGAL UTILIZES A 19.0" LONG x 0.313" DtA STEEL ROD WITH A 1.0" WIDE x 4.5" LONG (min 2" engogement) ALUMINUM SLIDE ROD REINFORCEMENT BAR TOP AND BOTTOM. 9. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. SEPTEMSER 5, 2002 Lyndon F_ Schmidt Florido P. E. No. 43409 19506 French Lace Drive Lutz, FL 33558 813. 659.9197 By:, WLN 91: RW nc no_ ST- 101-OC 1 or 4 O 3/16' TAPCON TYPE ANCHOR MASONRY LINTEL r.s'" xE TERIDR y 1/2' DRYWALL 1 x 2 FIRRING 2X BUCK INTERKIR e x 2-1/2" PFH WS j HEAD JAMB ro 2X SUB -BUCK 1/2' DRYWALL 2X BUCK 1 x 2 FIRRING I NTE 2-1/2" PFH WS 7 3/16" TAPCON 11 TYPE ANCHOR' FYiERx1R sww sI` I.MREMB. IZS, Li t VERTICµSIDE JAMB Fyg, TO 2% SUB -BUCK KUM I MAX 18" O.C. BLOCK 3/16- TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL 235 LB. SHEAR RATING) a CONCRETE MASONRY BLOCK z ' z ' 1/2- DRYWALL M O 1 x 2 FIRRING" C) a o V N7 MASONRY 00 E u 'oLINTELroon Z J M o, . LIZ C Iy C a v 1X BUCK O ^ J O J7r EXTERIOR wTEmoa N 3/16" iAPCONLTs' V HEAD JAMB i TO 1% SLIB-BUCK yOqN Oln1/2- DRYWALL 2 CIA IaJ1XBUCK-00 I x 2 FIRRMG WTERIOR W y w O J J n QQUL a 3/16" TAPCON TYPE ANCHOR a '. ELCO TAPCON OR EQUAL 0 z 6.0" 6.0" % v" 3.0" 3.0'. 1 X (NSTALLATV Is . 2 I/7 N07E: wH Irs A minimum clearance of 2.0" for all anchoring screws to mortar joints must 6e maintained. ANCHORING OF SIDFLITE TO 2X BUCK 235 LB. SHEAR RATING) 3/16" TAPCON n nZ W O W c 1.25" MIN. ' • IL.16' Mx. Ln l0 O EMS. C-sm L' q A . 25" MAX. a Of3SHIMSPACE U O U kXTERION p U ICA!- SIDE JAMB Q Z7!x SUB -BUCK 6.0" BUILnINc6.0" CDNSIx.rlwn. INc 3.0" 3.0" 30813.659.9197 DATE 6113102 sate NTS O DM Sr. WLN Ic ie• TAPcnN cNK. er: RW DRAwRIc Ko.: sT-lai- oc ANCHORING OF SIDELTE THROUGH iX BUCK SKEET 7 of 4 Z MASONRY LINTEL ai 1 x 2 FlRRING r1 Or, DRYWALL MASONRY LINTEL e6 a y a0 3" MAX 18' O.C. 1 r 2 FfRRIN O U Z —) r•1 3/16" TAPCON I 2 DRYWALL W u TYPE ANCHOR u. C 2X BUCK • • O as EXTERIOR 2 T— INTERIOR • 3/16" TAPCON j 3 w z 1— TYPE ANCHOR a / IX BUCK n3 J 1.75 1 t`+x 18 x 2-1/2' iz CONCRETE ryW .25' MAX. rn PFH W5 mil MASONRY BLOCK SHIM SPACE I z N U a I HEAD JaMe EXTERIOR 2.25" TO 2X SUB -BUCK h V a INTERI b HEAD JAMB DRYWALL BUCK . 15' MIN. • ° 70 1X SUB -BUCK A C-SINK .• • o: U •I 1 x 2 ftRRING — F JNTE814 Q. B o CA Z q ote.a" Ilan. J O1XBUCKZ« o IS x 2-1/2" •,ma a DRYWALL .15" MIN. In^ U 4 PFH WS I 1 x 2 FIRRING C-SINK INTERIO 3/16" TAPCON EX7ERIOR L • • a• TYPE ANCHOR CONCRETE z MASONRY BLOCK N ` O 25' MAX. i_ Z La1 SHIM SPACE 1. 15" MIN. N q w 0fMB. • • 3/16• TAPCON N t0 Oo- p g 3/16" TAPCON TYPE ANCHOR V) O TYPE ANCHORPO O1. 25"Ems; b ELCO TAPCON OR EOUAL txrEs OrO (D 235 LB. SHEAR RATING) ¢ 3 x VERTICAL SIDE JAMB o a 1.25• MIN. O to TO 2X SUB -BUCK 'v Z • • EMS. i t 25' MAX. Z 2XINSTALLATIONI L SHIM SPACE O 6. 0' 3/16" TAP CON VERTICAL SIDE JAMB TYPE ANCHOR 3. 0' ELCO TAPCON OR EQUAL TO IX SU8-9UCK 3. 0" {. 3.o" (235 LB. SHEAR RATING) 6.0. euaolNc 6. 0" coNSUTANn. viC 3. 0 813.659.9197 3. 0 3.0' ale: 8113102 00dSCALE: Nrs u . a I/2" FF11 WS I I I o thwi. Br: WLN ANCHORING OF SKIEUTE 70 2x BUCK 1 X 1N57ALfAT10N b aa. BY: RW NOTE.- / Is• rAFaos baAWNG MO.: 1. When using a 1X sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topaon type anchors. sT-101-OC 2. A minimum clearance of 2.0' for all anchoring screws to mortar joints must be maintained. ANCHORING SHEET .1_ OF 4 0 0N 07 N 1/2" DRYWALL SHEATHING DOUBLE 2X b.0" 6.0" L o u 0 2m HEADER HEADER W u Z - r•7 J. W C JNW 0 40 b° ' 3 J O If7 C6 w SINGLE ODO1eIE81Q8R 8 x 2-I/2" PFH WS N u Vt Ip Z EXTERIOR S N v HEAD JAMB 25' 6.0" C In 2 N 2X STUD 3.0" am OW ti e72 2 2X JACK STUD A 1. 75" MIN. a I I I I I e EMB. w ' D 25" MAX. y Max SHIM SPACE t a' TYP. 1nZ 0 C.D 15" MIN. O O z SHEATHING C-SINK DOUBLE DOOR w Vn EX7ERf0 N w ~ OO Ottp6.0" Iw 6.0" 6.0" U O e x 2- V2" Zc 3.0" 3 PFH WS v U O N zz¢ 1 o e 1 ( 1 INTERIOR r j/,711AIHD 2x4 NSUITANTS, ANC DRYWALL 813.659.9197 SINGLE OR DOUBLE DOOR WITH SIDELITES DATE: 8113102 SCAIL- NTS DW6. 0Y' WLNVERTICALSIDEJAMB a«. er: RW DRAWING NO.: ST-101--OC sHEU _L Or 4 is d- rn 0 Z NomL 1. GLA23NG OPTIONS - .090' MINMUM T3 CA HORIZ ANGLE SSS GLAZING IN WCLDED FRAMES SCREWED TOGETHER WW A MINMUN OF 10) jBx1- SCREWS INSTALLED IN TOP OR 13 CA FLAG ANGLE' INTERMEDIATE WCIIION (WITH OR WITHOUT 1 DECORATTVB INSERTS) MEETS VNFORW STATIC WIND PRESSURES SHOWN ON THIS 16 GA MN HORIZ DRAWING, GLAING SHALL HAVE A TRACK WARMUM W"T OF 1DAV AND A 1NOTIkVACiRESISTANTANDDOESM075LAGSCREW(MIN3 MEET THE REOUIROMENIM FOR AS SHO" VND-BORNE DEBRIS REGIONS. 1/4-26a9/15' LARGE ^ 2. VINYL OR WOOD DOOR STOP NAILED A FMEAD TRACK BOLTS OR NAAmm of 6' D.C. MOST o4ERLAP TDP 1/4-20 STUDS WMH AND BOTH ENDS OF PANELS MNMI.M 1/4-20 HEX NVTS 7/16" TO MEET NECATVE PRESAIRES. A KEY LOCK, AIDE LOOKS. OR 16 CA MN tiR7TRACK OPERATOR REOUGIED. 1/4-2099/16' TRACK 4. LOUVER OPTION - 040' MLMMUM BOLT AND 1/4-20 HEX LOUVERS IN MOLDED FRAMES SCREWED NUT AT EACH JS-US TOO£73ER MY31 A WINMNW OF 10) JW' JAMB BRACKET LOCATION SCREWS INSTALLED IN THE BOTTOW SECTION. LAVVMS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE 6/16Kf-S/B' LAG REOUIREWENTS FOR POND -BORNE DEBRIS SCREWN AT EACH REC1C`5, IAMB BRACKET 5, SECTION STEEL TO HAVE A MINMMW 28 GA THICKNESS. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSTOINAL 15 GA STIFFENED OF RECORD FOR THE BUILDING OR JA6 BRACKETS STRUCTURE AND IN ACCORDANCE WITM SEE SCIELDUCE FOR CUFJtENT BUILDING CODES FCR THE QUANITY. LOCATION. LOADS LISTED ON THIS DRAWING: AND TYPE KEY LACK OR 9JDE LOCK7. DOOR JAMB TO BE WINMUW 2xS STRUCTURAL GRADE LUMBER. REFER TO EACH DO (NOT RECI.9RED AW I? CONNECTION SJPPLE34ENT FOR WITH OPERATOR - SEE ATTACHMENT TO SUPPORTING STRUCTURE. NOTE 3). SLIDE LOGO SICWN FOR CLMTV S, FOR LOW HEAD ROOM L1PT CONDITIONS, TOP &PACKET SMALL BE A 13 DA LHR 7/4 Top BRACKET WI7H A NOTE. (4 SECTION SOLID DOOM WINMJM OF (3) 1/4-140/8' SELF SHOWN 3EE SHEET 2 FOR U-8AR DRILLING OPoM?TNY SCREWS WI LIEU CIF LOCADONS ON DOORS WI7H OTHER V-E BRACKET SHOWN ON THIS CflAWING- SECT04 QUANTITIES AND SEE NOTE 1 U-SAR ON TOP SECTION SHALL BE THIS SHEET FOR GLAZING OPTIONS. INSTALLED ON 70P Of LHR TOP BRACKETS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOORwDTH DOCKHBalT UNIFORM LOAD EACH JPNS (PLF) 16'-0' ALL 4115,0 -125.0 12'-0" ALL 1]gD -1Sp0 14-If ALL t1B1.0 -175.D is-0' ALL 1725 -167.5 1 -O I ALL 184A0 -20D.0 MARK R. BARROW. PE FIJORLTA LICENSE NO. 57389 TEAS LICENSE W. 93110 JAMB BRACKET SCH&ULE DOHTILT EG OFS BRACKETS N EACH ,AAMS) TR' TAPE BRACKETS MEASURED PROM BOTTOM of TRACK (ALL OIWENSIONS :t T) r-r 4 i C 44Q-V45(B-US) 4 FAT 6-US), JB-US, 57-1 4" (JE,--US 7- D' 4 4 CA 4 29-1 413-U , 44 BS-1 4"(—US) 71- 1' 4 4 FAT O' Z9-3 4 (JIB -USX JB- 63-1 4' is -US) B Q JAILS). E4 q , 23-1 Y' JB-U , 43 O 62-1 Y' q , 7Y (J3-V 7- 6' 5 6 FAT JS-VS , 10 JB-U 26-3 4 ,B-US JB-U5 , 63 .6-US , 74-1 JR-US GI LB -US), 14' q , 34' .S-U6' J S , 46' q , 5B-U 66-1 ' FAT 6- US), 10' J9-U , 29-3 4' JIS-U , 48' J9-US 57-1/2" JB-U 77-1 2' JB-US I isa NOTE BELLOW US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WTH 1/hTOIA/16' TRACK BOLT AND NUT. FT%LO' 1WG DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED N BUTTERFLY SLOT NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRAQX. DOORS GREATER THAN S' IN HEIGHT RMIRE USE OF CONTINUOUS WAIL ANGLE SEE SUPPLEWEN7 ]RACK CHART FOR DETAILS 3345 ADDISON DRIVE PENSACOLA. FLORTDA 32514 050) 474- 9690 SIGN +23. 00/-25.00 MAY WIDTH: S'T ( P5F), +34.50/-37.50 IJAAX HEIGHT: 14'-0' PACT/CYCLIC RATED (1'ESj jnr NO IMAX SWTION HEIGHT: 21' K9 MODELS 8000/ 8100 WINDLDAD SPECIFICAT10N OPTION CODE 1122 REVISIOIIS MO061ED NOTES TO 7E THAT LO. RM NOT IMPACT IISTAHT. 6/ 29/ 07 IAODIFIED AWB 410ET SCHEDULE CRING REPLACEMENT Of WITH J9-vS. NED MU GLAZING EHSION TO W70 ET 1. 11/10/ D7 T.S. a m zu 4 1 1 s/TB%06 CRT ED IN / 07 1 FAB SHEET 1 OF 2 DRAWING PART NO. REV. 327016 1 P3 40 Gi 111TH 9/16-IB eo-Lr NUT CENTER SLOT AND 1/4-20a6 4lru ACK BUT r 1/4-20 HEX NUT ROUGH ANY iNtl ALXSJING 0A CIDNM,jROAL 'A' FRAME P BRACKET &TTACFED TMTH , j 1/4-14R7/8" SELF ILUNO CRIYPTITE SCREi1G } 0 {2} 1/4-140/6' $ LF LLING CFdhA-nTE SCRElYS SUE OF EACH ENO HING17-- NYLCN STCIMAGARD ROLLER H 4-2/Y STEM AND 6- PUSHWr AT EACH IFR LAGAT1DTi 1 /4' MAx VEEN RI31NUr A AIDE BODY END J.I ATTED WiH ACH4- 14 SELF ,uL 6 0 16 GA HARROW BODY VITERM6RATE MGE ATTACHED " ( 4) 1/ 4-74719/B' SELF TAP% NL SCT OS 14 CA eOTTDM ERRAO<ET ATTACHED 1A1TH (2) 1/ 4-14r7/B' SELF DRIIJ.NO CUPTITE SCREWS AND (1) 1/ 4-)4n8/B' SELF DRILLNO rAWER RE95T., SCREW 0 MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 TEXAS LICENSE NO. 93119 a+ rr a rrva>ees 19 J® J IL- BAt d$bC? I I ( B) SECTION ODOHS Mi1i 12) 3" 20 GA BO K51 U—BARS LOCATED AS SHOM 1111 lri[ 1 a/gin/ter 2 Ff00FlED J RACKET SRiE NG REP 01 M1TH JB DED YAX Cd 1 v v v LNNUK IV ET 1. ADCE 14' d 15' --'i COAT'(7) r. SECTIDN 1100RS WITH 3 20 LOCO CAm4S SHO MISIM.MODFLAG E'll/ 10/07 L1pN. A7RDEJAAAENSE YINO IY 0) SECTION DCOR5 WITH 20 LOCATED AS SHOMTIsODORS hLO ATTEDAS1Balilbn 33QS ADDISON DRIVE ASAOOLA, FLORIDA 32514 650) 474-11NO 4) SECTION DOORS WN B' ARS LOCATED50 AS&10ANI STATIC PRESSURE RATINGS I APPROVED SINS 51 SIGN ( PSF} +23.00/-25.00 MAX WIDTH: 16'-0' Sr ( PSF +34.50 -37,50 NAX MGH7_ 14'-O' DI PACT/ CYCLIC RATED (YES/NC): ND NAk SECTION HEIGHT. I C1 MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1122 IE HLDOc 9/ 1a/a6 T. S. EDI 1 /22/07 I MRS SHEET 2 OF 2 DRAWING PART NO. REV. 327016 P3 ERM Plot Plan Loyal Description: OFFICE Lot 5, Block 13, Tier E, TOWN OF SANFORD, according to the Plat thereof, as recorded in Plat Book 1, Page 56, of the Public Records of Seminole County, Florida. And Lot 10, HOLDEN REAL ESTATE COMPANYS ADD, according to the Plat thereof, as recorded in Plat Book 1, Page 89, of the Public Records of Seminole County, Florida. Flood Zone: X Community Number: 12117C Panel: 0070F Date: 09/28/2007 CERTIFIED TO: GARY & BETTY J. WILLIAMS z - in P Block Corner NW Corner n I Lot 1 Block 13 Tier E v Find. 1"IP No Identification y -- a FED 1 3 2Q i2 I N N NF 3 w oon W E Ia o ao 0 Z Z S TOWN OFISANFORD PB 1, PG 56) LOT 9 I LOT 4 BLOCK A I BLOCK AITIERE14' TIER E I I I 8' S 90-00-00" E (C) 117.00' (P) Fnd. 112" D 5' Fnd. 1/2" Rebar S 90-00'00rr E 11 M Rebar No Identification Cap "RLS 2833" .93' 4 6'WF3' k, 131oi CID c. m , a m "I m m . Q 36.0' 1a20Uo' 6av3 nc...e.:te` sriWoodLOT103OmProposeQ Ddveway.'^ A N on Con LOT 5 o a N Garage BLOCK NN 9iU w I BLOCK A 123TIER36.0'O z3.zs' :::: N E 1 - W a 3'TIER00 oI 1 O In Concrete L o U 22.4' .... ...... : : o Rfd Ent ua L.L1 ` Lronc 2 LlJ ti 16.7' Q One Story~ Wood$ :::: COnCrete BIOCIC': 8.3' :;: 7 O ho Metal Shed N::::: i 00n o o Concrete r:::;::::::: s.3' M:::::::::: & Wood Frame N I r` o ooD Residence # 1122 N o I `S o Q m LOT 15 O O a ` VeIY.-..' 38.5' o N o O O o o Q 0 a CD z o 11.3' Cn O o LQ A/C CD z LOT 10 Concrete O IoN p Ow O Nm o.r 4' CLF 6' W F 2 I Fnd. 5/8" Rebar Fnd. 1 1/2" IP No Identification N 89°58'03" W 115.44' (M) No Identification 315 ' 1 I I N 90°00'00" W (C) 117.00' (P) 7 LOT 14 I LOT 11 I I HOLDENI REAL ESTATE COMPANYS ADD (PB 1, PG 89) Graphic Scale 15' 30' 60' Subject Property has Public Water & Sewer Services' Scale: 1" 30' Field Date: 01-25-2012 Date Completed: 01-26-2012 Notes- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. I hereby certify th_u oucdary Sunny c/"h 'hove Descii-ad Property is True and Correct to he Best of my Xnowledge anJ 'Flier as recently surveyed under my Direction o,. the Date Shown, Based on In ormation furnished to Me as Noted and Conforms to he Minimum Technical Srandards for Land Surveying in the State of Florida in accordarco with Chapter 61 G17-6 Florida Administrative Ocoes, Pursuant to ction 472 27 Florida Clatu — Drawn By: DC I File Number: IS-7598 Legend- C - Calculated PC - Point of Curvature Centerline pg. _page Bearing Basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB". ip BCM Conicrele Block Concrete Monument PI - Point of Intersection p,O,B.- Point Beginning Building Ties are NOT to be used [o reconstruct Property Lines. ptCKlpr P c,`•p Conc. Concrete of p.O.L.-Point on Line Fence Ownership is NOT determined. o no V FORHE DDE DescriptionDrainageEasement PP -Power Pole PRM - Permanent Reference Roof Overhangs, Underground Utilities and/or Footers have NOT rl-f P sr"' J vl/ FFIRM Patrick K. Irelan 637 LB 7623Esmt. - Easement Monument been located UNLESS otherwise noted. F.E.M.A. - Federal Emergency PT - Point of Tangency Septic Tanks and/or Drainfteld locations are approximate and MUST This Survey is intenduse of Said Certified Parties. ManagementAgencyR - Radius be verified by appropriate Utility Location Companies. This Surve NDT VALIDand Ertiosed with Surve ofS Seal. FFEFinishedFloorElevationRed - Radial Use of This Survey for Purposes other than Intended, Without Ireland Associates Fnd. - Found RdC - Rebar 8 Cap IP - Iron Pipe Rec. -Recovered Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to LLength (Arc) Rfd. - Roofed give ANY Rights or Benefits to Anyone Other than those Certified. 1(, M N8DMeasured Nail & Disk Set - Set %" Rebar & Rebar Cap "LB 7623" Flood Zone Determination Shown Heron is Given as a Courtesy, and Surveying In e N. R. Nori-Radial Typ. -Typical is Subject to Final Approval by F.E.M.A. This Determination may ORB Official Records Book UE - Utility Easement affected by Flood Factors and/or other information NEITHER known 5725 Wayside Drive Suite 1002 Sanford, FL 32771 P Plat WM - Water Meter by NOR given to this Surveying Company at the time of this Endeavor. www.irelandsurveying.com P.B. Plat Book 0 - Delta (Central Angle) Ireland $ Associates Surveying Inc. and the signing surveyor assume Office-407.678.3366 Fax-407.320.8165 O- Wood Fence 0- - Chain Link Fence NO Liabilityfor the Accuracyof this Determination. Boundary Surve Legal Description: Lot 5, Block 13, Tier E, TOWN OF SANFORD, according to the Plat thereof, as recorded in Plat Book 1, Page 56, of the Public Records of Seminole County, Florida. And Lot 10, HOLDEN REAL ESTATE COMPANYS ADD, according to the Plat thereof, as recorded in Plat Book 1, Page 89, of the Public Records of Seminole County, Florida. Flood Zone: X Community Number: 12117C Panel: 0070F Date: 09/28/2007 CERTIFIED TO: GARY & BETTY J. WILLIAMS Block Corner NW Corner Lot 1 Block 13 Tier E Fnd. 1" IP No Identification a I v o I NN U V W m O I O OOIzo Z TOWN OF'SANFORD (PB 1, PG 56) LOT 9 1 BLOCK A TIER E LOT 10 BLOCK A TIER E o g o co 1 p to CY) f LU W 0 FC5 5 0 LOT 15 0 CD Z c) -S I I I I LOT 14 HOLDEN REAL ESTATE LOT 4 BLOCK A TIER E N 90" 00'00" W (C) 117.00' (P LOT 11 COMPANYS ADD (PB 1, PG 89) T Graphic Scale 0' 15, 3 ' 60' Subject Property has Public Water & Sewer Services' Scale: V=30' Field Date: 01-25-2012 Date Completed: 01-26-2012 Notes- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. I hen,by certify',n31 this Boundary a77; 7the above Described Property is True and .;orreci to the Best of my Knowledge and Belief as recently Surveyed undar my Diff.;tlon on the Da,e shown, Based on !nformation furnished to Me as Noted ar,.d Confo.— to the Minimum Technical Standards for Land Sdrveying In the Stzto or Florida In accordance wrh Chapter 61G17-6 Florida A- uniwati Codes, Pursuant I ,:6on a73 ; 7 Florida Statutes Drawn By: DC File Number: IS-7598 Le end- C -Calculated 9 PC - Point of Curvature Centerline Pg. - Page Bearing Basis shown hereon, is Assumed and Based upon the Line BB". 1R CBCM Concrete Block Concrete Monument PI - Point of Intersection P.O.B.- Point of Beginning Denoted with a Building Ties are NOT to be used to reconstruct Property Lines. PtCP50 <9 r yPl` 9>F 20 IConic. D Concrete Description P.O.L.- Point on Line PP Power Pole Fence Ownership is NOT determined. FORA " eo. 7 rLOLSTAT THE DE Drainage Easement PRM - Permanent Reference Roof Overhangs, Underground Utilities and/or Footers have NOT FIRM Patrick K. Irelan `<oa lR&, 637 LB 7623Esmt - Easement Monument been located UNLESS otherwise noted. F.E.M. A. - Federal Emergency PT - Point of Tangency Septic Tanks and/or Drainfield locations are approximate and MUST This Survey is intende Wj„Y,, - use of Said Certified Parties. Management Agency R Radius be verified by appropriate Utility Location Companies This SurveyNOT VnLto UNL and Embossed with Surveyors Seal. FFE Finished Floor Elevation Red. - Radial Use of This Survey for Purposes other than Intended, Without Associates Fnd. - Found R&C - Rebar & Cap IP - Iran Pipe Rec. - Recovered Written Verification, Will be at the Users Sole Risk and Without Surveyor. LM Length (Arc) Measured Rd.- Roofed Set -Set %" Repair"ILB Liability to the Nothing Hereon shall be Construed to giveConstruedIreland ANY Rights or Benefits to Anyone Other than those Certified. Flood Zone Determination Shown Heron is Given as a Courtesy, and Surveying, Inc. N&DN.R. Nail 8 Disk Non -Radial 7 yp. Cap "LB 7623" Typ. -Typical y is Subject to Final Approval by F.E.M.A. This Determination may be ORB Official Records Book UE - Utility Easement affected by Flood Factors and/or other information NEITHER known 5725 Wayside Drive Suite 1002 Sanford, FL 32771 P Plat WM - Water Meter by NOR given to this Surveying Company at the time of this Endeavor. wwvv.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) Ireland & Associates Surveying Inc. and the signing surveyor assume Office-407.678.3366 Fax-407.320.81650- Wood Fence 0- - Chain Link Fence NO Liability for the Accuracyof this Determination.