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121 E 18 St (3)
ECEIVE FEB 0 7 2017 CITY OF SANFORD BUILDING & FIRE PREVENTIONArBPERMITAPPLICATION Application No: i ta" 2-34 - Documented Construction Value: S A 6, 1 0 I, 00 Job Address: Z Historic District:, Yes No Parcel ID: _FLU " M ' 3D -5( I - biDD — In"Oii) Residential I Commercial Type of Work: New Addition AlterationEl Repair Demo ChangeofUse Move Description of Work: Chaff (J, - n / J^ Plan Review Contact Person:,L)" Phone. _-33(— n Fax: Email: Property Owner Information Title: Name? if n te-xnnjn Phone:4)-J-UCZ"2f Street: al e 19* Sfir P Resident of property? City, State Zip: ,a(j CL 3Z-1-11 Name Street City, c Name: Street: City, St, Zip: Bonding Company: Address: Cnntrartnr Information Phone: 1-3; S( 'tfi I Fax: " Ti -3fl State License No.: Cilz (Q 3'(e.Q Hrcnnecuangmeer to urination Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCE'NIENT INIAY RESULT IN YOUR PAYING TWICE FOR INIPROMNIENTS 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S't' Edition (2014) Florida Building Code Revise& June 30, 201 i Permit Application NOTICE: In addition to the requirements Of' this permit, there may be additional restrictions applicable to this property that play be fcltuld in the public recorda ofthis county, and there nlay be additional permits required tronl other governmental entities such as water nlallalernent districts, State agencies, of federal a.,encies. Acceptance of pernlit is veriflctdtion that I will notify the owner of the property of the r,-Clllil-enlentS of Florida Lien Law, FS 713. The City of Sanford requires payment of plan review fez at the tinge of permit submittal. A copy ofthe executed contract is required in order to calculate a plan review charee and will be considered the estimated construction value of the job at the tinle of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the tinge the permit is issued. in accordance with local ordinance. Should calculated charsyes figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pernlit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work livill be done in compliance with all applicable laws regulating construpt%"P and zoning S' lUnaturc, of Owner/A cent Print Owner'_el ama svuat ,:_ Cr.,.r FI,yG I•+ ate DIANA RODRIGUEZ MY COMMISSION # GG041266 EXPIRES October 24, 2020 Owner/ Agent is Personally Known to tNle or Produced ID Type of ID 1 DIANA RODRIGUEZ MY COMMISSION # GG041266 Con% tf{C[br/A- nt IRE Yersohi,??v K -town to Nle or PI BELOW IS FOR OFFICE USE ONLY Permits Required: Buildin<, Electrical Mechanical Plumbinv Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: CONINIENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER.: BUILDING: Re% i.sed )Line 30. 2015 Permit Appileatloll 755 W. State Road 434; Suite-D Longwood, FL 32750 Phone: (407) 331-6589 Fax: (407) 331-8381 State Cert. # CAC1813760 & CFC1428376 Customer: Integrity Remodeling Date: 1/27/2017 Rich Moriarty Job Address: E. 121 18th Street Phone: (407) 625-8286 Sanford, FL 32771 We, Service0ne Air Conditioning propose to furnish, install and service the heating and/or air conditioning products and related equipment for your building located at the job address above in accordance with the conditions and specifications set forth in this proposal. Air Conditioning/Heating System Equipment: 1 - 2.5-ton Trane XR15 Heat Pump Unit, Model # - 4TWR5030, 15.50 SEER, R-41Oa 1 - 2.5-ton Trane Hyperion Variable Speed Air Handler, Model # - TAM7AOC36, 9.00 HSPF 1 - 5kw Auxiliary Heater Assy. 1 - Trane Touchscreen Control, Model # - TCONT624 Included: Panasonic Low db 70 cfm bath fan for master bedroom, Broan 50 cfm bath fan for other bath. Equipment/System Warranty: 1-year warranty on labor, 10-year ltd. warranty on all parts, 10-year ltd. warranty on compressor. Must be registered by homeowner, otherwise 5-year parts warranty Installation Specifications: 1. All necessary labor and materials to install the above equipment, including all new ductwork. 2. New air handler to be connected to the new duct system with UL listed fiberboard, fabric tape, mastic for an air tight seal. Air handler to be placed on platform supplied by Gen. Contractor. 3. All ductwork to be sealed with mastic, fab, to provide air tight performance of the duct system. Total does not include any duct testing that may or may not be required or requested. 4. Installation of 3/4" insulated copper suction line, 3/8" copper liquid line, and 3/4" Sch. 40 PVC drain. Refrigerant lines leak tested, evacuated to 500 microns, & charged by superheat/subcool method. 5. All necessary low voltage wiring, all high voltage wiring provided by Gen. Contractor. 6. Outdoor unit set on & fastened to new 4" thick hurricane rated concrete pad. 7. All necessary safety devices & condensation overflow protection are included. System will be permitted & inspected. System to be installed according to State & Local codes. 8. Removal of all job related trash, debris, and old equipment provided by ServiceOne. 9. Also included: Kitchen exhaust piping, bath exhaust piping, dryer exhaust piping & all goose necks. Terms: Net upon completion. Price: $8,984 Responsibilities: The following responsibilities will be assumed by each party as indicated. Equipment Foundation Wiring to Building Panel Wiring from Disconnects to Conditioners Wiring of Control System Cutting Holes and Patching Redecorating and Painting Local Permits and Licenses This proposal will be cancelled if not accepted by: Purchaser Acce94ftfl(ftj Purchaser Seller X n/a X X X X X 2/26/2017 Date: 1 /27/17 fjq U: inte ityremodeling@me.com Seller Approval: 1 Date: 1 /27117 CITY OF SANFORD ti. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Y, y j c, Documented Constructions Value: $ n- Job Address: a 1 E • 1 O ) jp t Hisforic District: Yes ElI Parcel ID: "))©' ' , Residential R CommerelalEl Type of Work: Newts Aj ddition Alteera ti on Repair El Demo Change of Use Move Description of Work; I V£' Lo r o --''" (AcA 6 )1(- Q aA V'1Cc-P Plan Review Contactct Person., e Title { I (]( IQ_ r Sj rV t U Phone: ttM _)Ut S_1Uc (A Fax;a(-j I NGLI. EmaiL•S'1 )y { Q'I(Y : o «M'i, Property Owner Information Name Phone: Street: ice" 22 1 Resident of property? : City, State Zip: aME , 1--+1 ContractorlIInformation n 2 ( Namee_d r n . iw_. Phone: _L10-1 '']I4t1'5 LQV1 Street,% D_ S ff W (A ( 1 Fax:.7 a a`-i i - nqo (4 City, , State Zip- M I G 1 6 0 to I . CA 41 State License No.:c Uf 13a UE I 1 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMAIENCENIFISIT MAX RESULT IN lYOUR PAYING TIVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SrrE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT lV1TII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105,3 Shall be Inscribed with the date of application and the code to effect as of that date: 5" Edition (2014) Florida Building Code ReNised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional penmtits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpennit is verification that I will notify the owner of the property of the requirements of Florida Lien Lau, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pcnuit is issued. ONVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work vill be done in compliance vitlt all applicable laws regulating construction and zoning. Signature of OKrter/Agent Date Print Onmer/Agent's Name Signature of NobryState of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Ageni's Name igoaturo of Notary. rids ngq W'k•• KRIS7EPl M VANE z my caMMISSION q FF924654 y;'> a yf EXPIRES Oc,tober 05, 2019 d 71 AS0751 fbricUNojXtySorv'ee t0ln nratrto7iAgt`isv rersonatly ot rn to Me or Produced ID Type of ID BELOW IS FOR Or,FICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof [a Construction Type: Occupancy Use: Total Sq Ft of Bldg Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No[l APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Reused: June 30. 2015 Permit Application THIS INSTRUMENT PREPARED BY: Natne: Oviedo Roofing Ent„ Ino. Address: 802 s H vy 27 Innaoia FI 347 i5 NOTICE OF COMMENCEMENT 1 llflllll 111 11I lot', 'gill 111111111111111111 GRANT NAI_OYr .5011 (OLE COUNTYCLERKOFCIRCUITCOURTt COMPTROLLERPR $848 Ps 745 (IF' } CLERK'S x ? ss RECORDED r01123j20174i 10f2, RECCJ :.--Ik(G FEES glil,ClCr" 48 F'11 RECORDED PY itd¢varp Perml(Numborr, Parcel ID Number: 36-19 3Q-503-Q100-00 0 The undersigned ion Is p ovidees; notice that is provoment wGY be made Io certain teal property, and In accordance vAth Chapter 713, Flot(da Statutes, Ihafogotynginformationisprovided (n this Notice of Commencement. i. DI;S01111, (ON OF PROPERTY, {Copal 2. 4ENFRAL DESCRIPTI0t1 OF IMPROVEMENT. - of the property and si(eol addross If availablo) 3. OWfirtlINFORPdATION OR LESSEEINFORtdATiON IF THR LESSEE CONTRACTOb FORT(1E IMPROVEMENT, Name and address: ALEXAND R BRIAN A 401 W SEMINOLE BL p it118 SANFORp VE 32771InlofestInproperty: OWNER Fee Simple Tlde Hofdor (If other than owget 2sled above) Nam", Address! _ 4. CONTRACTOR. Name Oviedo Roofing Ent., Inc, Address: 802 S Hkvy 27 hrilntlaOla, Ei 34715 Phone Number. 4073657663 D. SURJ?TY (If eppllcable, a copy of the payment bond Is attached): Name: 8. LENOER:Name: Amountofoond: Address: Phone Number. 7. Persons within the Stale of Florida Designator! by Ownor upon whom notice orothor documents may bo served as provided by Section713.13(1)(a)7., Florida Statutes, Phone Numbor. e, In addBion, Ownardestgnales to Met- a copy of tiro Llano, a Notice as provided In Section 713.13(i)(b), Florida Sialutes. Phone number: 8. Expiration Date ofNoll- Of Commencoment(The explrationisiyear Immdais Ofrecording unless 0different datelsspecified) WARNING 7i3 OWNFn• ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART), SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE; BEFORE THE FIRSTINSPECTION, IF YOU INTEND TO OBTA(N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINGYOURNOTICEOFCOMMENCEMENT. a IKrat Of 0aarlWteto/nYrr' Owa rtlYenepp7sste's {PN...... ndvrodaagyatoysTna'oGSeo) —. State of_ L! Oi`f Cc County of _. S rY...-v The foregoing inn4ttrummont/waa1s aoknowlodgod before mo this — day of 1— A.2LLL' f ,/ 20 7 Who ispersonally known to mp- on Numdpr,smr N,pssea;tNri .-. WhohasproducedIdentification0typo of idontiiloat(on produood: V LAMES STRZ,VJfp OZn — WC0HbSiSS( O,) iFF913MI d EXPIRES; August27,2oi9 CR71r1ED C ' pY • GRA Rf tt' ttonArlTtw 1+o4vYRDrcWd""f°" ; (<,;<f)f T1 c/Ft"UI RI GA J A N 28 9,017 IlY ct l'.tiK OVIEW ROOFING ENTERPRISES, INC. 802 S. U5 27 Minneola, Florida 34715 BBBPh: 352-241-7663 Fax: 352-241-0854 License # CCC1330052 To: Integrity Remodeling Alexander Residence May 24, 2016 121 E.19 f St Sanford, FI 32771 L,b Address, 121 F_ jr St Sanford_ Fi. 32771 Description Amount NO DEPOSIT and NO PAYMENTS are requifed until work has been completed. Five-year written workmanship warranty on metal roof. The workmanship warranty is transferable. Included" All Employees are fully insured on our workman's compensation policy, and have been background checked. Included" Scope of Workto be Performed: 1. Furnish and install new lead boots and goose neck vents . All vents will be 26-gauge factory painted metal. Color. 2. Furnish and Install new metal ridge vent. 3. Furnish and install metal type manufacturer approved self sealing peel and stick underlayment over entire roof and nail all dry4n to meet state and county high wind code. 4. Furnish and Install 26-gauga factory painted metal drip edge. Color: S. Furnish and Install metal roof panel system in standard color. 6. Ali work will be performed per manufacturer's specifications and local building codes. 15,450.00 Oviedo Roofing is not responsible for any stucco work needed. Disclosure Removal of all solar panels and relating piping will be the responsibility ofthe owner or agent. Disclosure All roof colors must be selected by owner and or owners agent and agreed to at time of contract signing. Included" Oviedo Roofing will remove satellite dish if needed, however customer is responsible for reinstalling and Included•" calibrating satellite dish through satellite company. Clean up and haul away all debris. Sweep ground with magnet for nails as roof is replaced. Trim bushes and trees Included" branches as needed. Manufacturer's Warranty on Metal Panels included** BALANCE DUE UPON COMPLETION Total 1 h 0 All staged dump trailers and roofing materials will remain on the Job site until the project is completed Dis ure Property owner or agent will provide Oviedo Roofing and any vendor with access to job site to facilitate bucks and equipment. This price is based on our trucks or having direct access to the building- We are not responsible for any cracks or damage to the driveway or sidewalks. Oviedo Roofing Is not responsible for gutter or soffit Disclosure repair. Oviedo Roofing is not responsible for any damages to any vehicles left dose to our work area. in owners addition we are not responsibie for damage caused by falling debris. Oviedo Roofing will not be responsible for Initipls dralnfields, yardirrigation, plumbing, landscape or septic syste a Oviedo Roofing will not be responsible for any Interior damage or environmental issues discovered during or as Disclosure part of roof replacement. Any damages sustained due to Arts of God (such as micro -bursts, wind events, or rain) O ce ' 'cats uring the project are the responsibility of the homeowner and their homeowners insurance. ased on one sayer of roofing. If additional layers are found each layer will be removed at $45.00 per Fh:.n d:red Disclosure square feet. Oviedo Roofing will obtain all permits and post at the job site. Permits must remain posted until final inspection Disclosure iscompleted. Finalized permits will remain with homeowner for their records. Finance charges of 1.5% per month will accrue on accounts not paid within 10 days of Invoice. Disclosure Contractor' s work will be warranted by Contractor In accordance with Its standard warranty. Contractorshali not be liable for special, punitive, Incidental, consequential damages or subrogation. The acceptance of this Proposal by the customer signifies their agreement that this warranty shall be and is the exclusive remedy against Contractor pertaining to the roof installation. Customer acimowiedges that NO warranty will be provided if payment in full is not made In accordance with the terms of this Contract. Disclosure Roof Estimate — Page i of2 All additional expenses incurred during the project are the sole responsibility of the property owner or their agent. This may include costs to repair defects discovered after removal of existing roof that were unable to be detected during visual examination, and/or costs for additional materials needed to correct deficiency or to bring deficient discovered items to current bullding code required by local jurisdictions. Disclosure Oviedo Roofing reserves the right to withdraw this proposal if customer does not accept it within 10 days. Disclosure Notice to Homeowner- Florida Residential Building Code requires the roof deck to be re -nailed every six inches Disclosure on center during all re -roof projects. If a house or structure has been fa -piped and the pipes are not installed per Florida Building/Plumbing Code, there is a possibility of damage to the piping during re -nailing process. It is owner's the sole responsibility of the homeowner to Insure plumbing and HVAC lines are installed property before Initials commencement of re -roof project. Roofing contractor is not responsible for any damages to piping or Interior j/ „ KAduetoImproperlyInstalledpiping. a ` This estimate price is based on a cash or check payment. Visa, MasterCard, and Discover cards are accepted for Oymees inijjrots payment also. Ail bank merchant fees (convenience feel will be added to all credit card payments. a AA- I have completely read and understand the terms of this contract In full, and have agreed to all terms stated in Total Price this contract. Owner/ Agent Please sign, print, and date here. Print Name X {G Dr( Signature X 15 According to da's Construction lientaw (S 'ons 713.001-713.37, Florida Statutes), those who work on your property or provide materials and servi and are not paid in full have a right to enforce their claim for Disclosure payment agalnstyour property. This claim is known as a construction lien. Ifyour contractoror a subcontractor fails to pay subcontractors, sub, -subcontractors, or material suppliers, those people who are owed money may Florida look to your property for payment, even if you have already paid your contractor In full. If you fail to pay your Construction lien contractor, your contractor may also have a lien on your property. This means if a lien is filed your property taw could be sold against your will to pay for labor, materials, or other services that your contractor or a subcontractor may have failed to pay. To protect yourself, you should stipulate In this contract that before any Please read payment is made, your contractor is required to provide you with a written release of lien from any person or company that has provided to you a "notice to owner." Florida's Construction Lien law is complex and it is er Initi I recommended thatyou consult an attomey. Roof Estimate — Page 2 of 2 y .. RC Engineering, LLC ineelri Residential, Commercial, Multi -Family & Renewable Energy Consulting Engineering January 2, 2017 1 Building Inspector RE: Alexander Residence 121 E. 18" Street, Sanford, FL 32771 Dear building official: Please accept this letter as clarification for detail 46 shown below. It is permissible to omit the (2) additional #5 bars that are depicted in the detail below. Structure as modified is still in compliance with the requirements of the FBC 5th Edition 2014). Please do not hesitate to let me know should you have any questions and/or comments. Sincerely, i :if 1:11 1•,• Digitally stgiked by l_rmocrat'es E Castillo Fv, s dens 59 11 -19-05'00' r{ J4Y•J. DOWEL IV/ STP,VOA.RO HOOK __ CMU WALL 'MTH CERAMIC TILE. 30' LAP AT FILLED CELLS _ ' CERAMIC TILE FLOOR. MONOLITHIC FOUNDATION 5-0 W/ (3) ¢5 DI.A. RODS , a CONT. ON CHAIRS /f i R'x 10' THICKENED EDGE I' I'-4' 6 FOOTING AT SHOWER EXTERIOR CMU WALLS 1 /2"=1'-O•' MONO Page 1 of 1 RC Engineering, LLC 2381 Crest Ridge Crt, Sanford, FL 32771 407-474-9181 r 4 e Elias Engineering & 'Vesting, Inc. Environmental/Geotechnical Engineering &. Construction Materials Testing Report No: 12-14-16 Date: Dec. 14, 2016 Client: Integrity Remodeling 2948 Hunters Ln. Oviedo, FL 32766 Attn: Mr. Richard Moriarty Ref. Testing of Soil Compaction Floor Slab and Bottom of Excavated Footings Brian Alexander's Residence 121 E. 18"' St. Oviedo, FL 32771 Dear Mr. Moriarty: In response to your request, the floor slab areas and the bottom of the excavated footings were tested to assess the suitability of the compacted soils to support the proposed structure on the basis of an allowable foundation design soil pressure of 2,500 psf for the above -referenced project. In the floor slab areas, two (2) locations were tested: the approximate center of the floor slab of the house; --and the approximate center of the garage floor slab. As to the bottom of the excavated footings, tests. were perfarmed,mid-way along east, the west, and the north perimeter wall footings. The soil encountered at the test locations was predominantly gray slightly silty fine sand. Based on the field test results, it is concluded that the tested soils are properly compacted in excess of 95%: and in our professional opinion, are considered to be suitable to adequately support dw foundations of the proposed residential structure Chat arc designed on the basis of an allowable soil pressure of 2,500 psf . This foundation support will provide a long-term stability_ and proper performance for the proposed structure without undue settlement Very truly yours, Elias Engineering & Testing, 'Inc. M.R. Elias, Ph.D., P.E. Ft P.E. Reg. i#29254 r- 409 Spring Valley Lane Altamonte Springs, FL 32714 / Tel. (407) 869-6301. RC Engineering, LLC Residential, Commercial, Multi -Family & Renewable Energy Consulting Engineering U to-11 February 21, 2017 Building Department Re: PROJECT: Alexander Residence Primary Address: 121 E 18th Street Sanford, FL Please accept this letter as authorization for suitable deviations from permitted plans: Modify rough opening in Guest suite window to accept smaller window by framing using buck attachment detail F on sheet 10 of 11. Add additional buck as required to be nailed into the top and bottom buck with 5/8" Zipwall sheathing. It is permissible to attach MO trusses using USP A3 clips to connect to 2"x6" ledgers. na11J11A;sge. Please do not he'1t ate(tA!g VcVme should you have any further comments or questions. Sincerely,.: e EN P ay. b • i AL. M' E. (Rick) C FL Licen e "~•°°°° i Page 1 of 1 RC Engineering, LLC 2381 Crest Ridge Crt, Sanford, FL 32771 407-474-9181 Less Parcel Portion of Lot 25) Fnd. S/8' Reber IfkBCap •LB 220' \ N w o Z Fnd, 5/8" Reba, d Cap "LB 220` II Site Benchmark Information - Set Nail & Disk "LB 7623" In asphalt roadway. Elevation: 20_12' 0 #2 Set Nail 8 Disk "LB 7623" In asphalt roadway. Elevation: 20,46' Benchmark Information- F.D.O.T. Datum Florida Department of Transportation Network, Base ID Sanford North Trip. Elevations are based upon NAVD 88 Datum) AS -BUILT SURVEY Legal Description: SEE FACE OF SURVEY 1 12.s' 6 z 21 5 7 y 0'9 B x 24.5 I \ ro9 I x 223 a I x zz,r + g9I Lot 25 x 22,1 x 22.a F FE.=23 05 1 27-17) ... (: I m x 22.1E z s 2_ SOE Flood Information: 3Y PEP.FORMING ASEARCHWITH IH- LOCALGOVERNING MUNICIPAL- ORNM1VN'. FEMAoOV THE PROPERTYAPPEARSTO B E LOCATEDINZONEJ THIS PROPERiYWAS FOUND IN C ITY OFSANFORD. COMMUNITYNUMBER 120294, DATEDv/2 M] CERTIFIEDTO: t.iAR'<AND KARYN SOKOLOVJSKI Lot 26 Lot 25, FORT MELLON. according to the plat thereof as recorded in Plat Book 3, Page 69, of the Public Records of Seminole County, Florida, LESS a portion thereof being more particularly described as follows: Commence at the Northeast Corner of said Lot 25 and run North 42'39'24" West along the Northerly line of said Lot 25, 151.30 feet to the Point of Beginning; thence continue North 42e39'24" West along said Northerly line 51.89 feet to the Northwest corner of said Remainder of Lot 24 Lot 25; thence run South 4e08'15" West along the Westerly line of said Lot 25, 18.01 feet; thence departing said Westerly line run South 61 e01'02" East. 41.68 feet to the Point of Beginning. Fnd, 518" Rebar Cap "LB 220" 21; i End. 5R" Raba: 8 Cap "LB 220,,.t N 4*02'12" E 248.42' (M) z1 sr L L End! . 1" Iron Pipe fNO ldentlfica6onl TOGETHER WITH a portion of Lot 24, FORT MELLON, according to the plat thereof as recorded in Plat Book 3. Page 69, of the Public Records of Seminole County, Florida, being more particularly described as follows: Begin at the Southeast corner of said Lot 24 and run North 42'39'24" West along the Southerly line of said Lot 24, 151.30 feet; thence departing said Southerly line run South 61 e01'02" East 68.15 feet; thence run South 41 e22'50" East 83.00 feet to a point on the Southeasterly line of said Lot 24, said point being on a curve concave Southeasterly having a radius of 84.00 feet, a chord of 19.95 feet and a chord bearing of South 36e51'14" West; thence run Southwesterly along said curve and Southeasterly x, line 20.00 feet through a central angle of 13'38'33" to the Point of Beginning. ry,10 a` end Osx o iy a 2039' 6"Curb. - 20.3T sj zo 3z. zo 11 r 3 i 2D 4s .a C D 20 ze' 4 ' o ryg' I D 3.p s a a 20.51' N 2 Revised: 1-27-17 Foundation Survey 416 N ELLIOT AVENUE SANFORD, FLORIDA 32771 Dale Completed: 1/27/2017 Drawn By: G.G. IFlle Numher. IS-32543 c-cawiaea - Legend- CengrFe 9 .Cm BIOG C -Pont uLurvawre pg. .page A-Paveof Ntgr'eLM-gnYVet'Nonumml Carty. _ gnP.O.B.-punt o(aegnmg F1 on Lrele OesaFom DE - Drainage Eaaemem Eeml.-Easenienl PPP.O.L. _ PoI,- - Relarence Monument F.E.— -F—al Emergenq PT -Punt of Tangenry FEE its lFI 9evauony FrA. -FOUntl Red -Red. RIO-Rebera Ca, P -Iran 9peLengm (Arci Rec -Recovered RIO. -fooled N6D -NaYa ]s•, aRa- Rebar Sep%i "B'S " N.R.-Nannetlta ORB -011ciu Re 1 Book rvp.-TypilaR UE - DfIIN Eacemenl WMRiP.R. E., 0- Wnod Fenrn MWainerle C -Delta lCentml Mii.) A -qst U.* Fence C1 R=84.00' L=61.08' Delta=041 e39'41" Chord Beadng=S22'59'30"W Chord=59.74' I uae,p°na b l,•n,a•n.e,.,w,wsuehcos"r a.drorxe.x:am erta«or4.G .", ea ae. NONE VISIBLE- n.l..i•rrlxn•r.r 0' 1530' 60' scale: 1"=30' ew e«un e`u.'eewia•'K rn..m.. o.."e«P,.mb v +o m- o- ine oem'slwan. ee•a4 m I em"enen.e mMom. m. m or P..cr, mr Iea 6awyl,g ie'a:ne5 F1nN'n Baie aSi Flxka E yn s D• i Patrick K. Irelan''1; ,"'•"`,PPP, 6637 Le 7623 T% Survey In N4Y;(01 Vt Certified Parties. Tld Sun NJT VALID JNL end Em,ossed dlh Su h Sml. Ireland & Associates Surveying, Inc. 1301 S. no—tional Parkway Suite 2DO1 Lake Mary, Florida 32746 ireWntlsurveying. mm Office- 407.678.3366 Fax407.320.8165 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 954945 - 121 East 18th St. Sanford, FL 32771 Site Information: Customer Info:. Integrity Remodeling Lot/Block: N/A Address: 121 East 18th St City: Sanford Project Name: Alexander Res Model: Subdivision: Alexander Res State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/ TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40. 0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 IT10236031 I A04 1/17/17 12 IT10236032 IA04A 1 1/17/17 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer' s Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. J%111111fill 126 10 0. STATE OF : 44/ 1111 1 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 604 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2017 ORegan, Philip I of 1 Job Truss Truss Type Qty Ply 121 East 18th St. Sanford, FL 32771 Units:1 T10236031 954945 A04 Roof Special 4 1 Eng: HMCJobReference (optional) ProBuild East, Plant City, Florida r.—u s npr i a co io mi —n uwus ues, n,c. T ue ja„ „ OuA i . v <v may. ID:U?Q3TctjphphgrOb_OdEC5yz65z-ULJH30kuaCOchllZWH1uXhgTzMt9T8vcllZ4gezuVTr 4-4-0 8-8-0 1 13-0-0 17-4-0 i 21-8-0 26-0-0 20-8-p 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 0-8-0 Scale = 1:56.8 4x6 1 Ic6 cs 3x4 C xB i 6-64 13-0-8 19-6-4 26-0-0 _J 6-6-4 6-6-4 6-5-12 6-5-12 REPAIR: PAD UP THE THE TOP CHORD 0-3-8. APPLY 2 X 8 SP N0.2 FULL MEMBER SCAB(S) TO EACH FACE OF TRUSS. ATTACH WITH (0.131" X 3") NAILS PER THE FOLLOWING NAIL THIS REPAIR IS VALID FOR THE FOLLOWING TRUSSES SCHEDULE: 2 x 4'S - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: ON WHICH A SIMILAR CONDITION EXISTS. SPACED @ 4" O.C. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2" O.0 SPACING IN THE TRUSS. USE 2" MEMBER END DISTANCE. TRUSS ID DRAWING NUMBER A04A T10236032 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FRC2014ITP12007 CSI. TC 0.82 BC 0.84 WB 0.67 Matrix-S) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl L/d 0.29 12-13 >999 240 0.77 12-13 >408 180 0.45 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 5-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 1-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-2-12, Right 2x4 SP No.3 1-11-12 REACTIONS. (lb/size) 1=1039/Mechanical, 9=1081/0-3-8 Max Horz 1=114(LC 10) Max Uplift1=-11O(LC 10), 9=-157(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2927/894, 3-22=-2861/905, 3-4=-3092/903, 4-23=-2810/805, 5-23=-2730/822, 5-24=-2452/757, 6-24=-2489/750, 6-7=-3055/829, 7-25=-3010/853, 8-25=-3019/848, 8-9=-788/178 BOT CHORD 1-13=-884/2549, 12-13=-945/3063, 11-12=-795/2938, 9-11=-768/2868 WEBS 3-13=0/347, 4-12=-572/257, 5-12=-450/1767, 6-12=-650/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=110, 9=157. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'h" gypsum WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ®®® building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1 East 18th St. Sanford, FL 32771 L12b T10236032 954945 A04A Roof Special 4 Reference (optional) ProBuild East, Plant City, Florida 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Jan 17 09:47:37 2017 Page 1 I D: U?Q3TctjphphgrQb_Od EC5yz65z-yXtfGkIXLW8TIvcm4?Y74u Net I EfCbW I W hJdM5zuVTq 1-4-0 4-4-0 8-8-0 13-0-0 17-4-0 21-8-0 26-0-0 2 -8- 1-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4.4.0 -8- Scale = 1:57.6 4x6 7.00 12 3.007 I"IL 3x4 Z 27 3x6 i 8 3x4 i 26 2x4 56 9 3x6 28 10 1112 M d Io Io2x4 = 13 4x12 i 4 14 3x4 = 5x8 i 5x8 II 1.5x8 STP = O 0.70 I"IL3t5 2 3x4 a 1 5.00 12 PLEASE REFER TO THE FOLLOWING DRAWING FOR REPAIR INSTRUCTIONS. TRUSS ID DRAWING NUMBER A04 T10236031 6x8 I I 6-6-4 13-0-8 19-6-4 26-0-0 6-6-4 6-6-4 6-5-12 6-5-12 Plate Offsets (X Y)-- 12:0-5-2 Edoel f7:0-3-12 0-2-01 f11 0-3-11,0-2-131 114:0-2-1,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.30 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.78 14-15 >398 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.46 11 n/a n/a BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-4-12, Right 2x4 SP No.3 1-11-12 REACTIONS. (lb/size) 2=1136/0-8-0, 11=1064/0-3-8 Max Horz 2=147(LC 10) Max Uplift2=-159(LC 10), 11=-154(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/352, 3-4=-2611/761, 4-5=-2880/801, 5-6=-2723/763, 6-26=-2715/765, 7-26=-2642/782, 7-27=-2373/721, 8-27=-2409/713, 8-9=-2992/799, 9-28=-2954/827, 10-28=-2963/822, 10-11=-777/173 BOT CHORD 2-15=-736/2304, 14-15=-881/2927, 13-14=-763/2869, 11-13=-743/2815 WEBS 4-15=-26/455, 5-15=-326/169, 5-14=-538/234, 7-14=-422/1706, 8-14=-656/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=159, 11=154. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bel building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1G I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved a MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 954945 - 121 East 18th St. Sanford, FL 32771 Site Information: Customer Info: Integrity Remodeling Lot/Block: N/A Address: 121 East 18th St City: Sanford Project Name: Alexander Res Model: Subdivision: Alexander Res State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/ TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40. 0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 IT10236031 IA04 1/17/17 12 I T10236032 I A04A 1 1/17/17 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer' s Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ENS' •;9 ii 126 r r 3 STATEOF '• 41J • r 111111110 i Philip J. Q' Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17, 2017 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply 121 East 18th St. Sanford, FL 32771 Units:1 T10236031 954945 A04 Roof Special 4 1 Eng: HMCJobReferenceotional ProBuild East, Plant City, Florida 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Jan 17 09:47:36 2017 Page 1 ID:U?Q3TctjphphgrQb_OdEC5yz65z-ULJH30kuaCOchl1ZWH1uXhgTzMt9T8vc11Z4gezuVTr 4-4-0 8-8-0 13-0-0 17-4-0 21-8-0 i 26-0-0 2p-8-p 4-4-0 4-4-00-8-0 1s 3x4 1x8 r 6-6-4 REPAIR: PAD UP THE THE TOP CHORD 0-3-8. THIS REPAIR IS VALID FOR THE FOLLOWING TRUSSES ON WHICH A SIMILAR CONDITION EXISTS. TRUSS ID DRAWING NUMBER A04A T10236032 6-6-4 Scale = 1:56.8 4x6 19196-4-4 6-5-12 6-5-12 APPLY 2 X 8 SP NO.2 FULL MEMBER SCAB(S) TO EACH FACE OF TRUSS RMATTACH WITH (0.131" X 3") NAILS PER THE FOLLOWING NAILSCHEDULE: 2 x 4'S - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: SPACED @ 4" O.C. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2" O.0 SPACING IN THE TRUSS. USE 2" MEMBER END DISTANCE. LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.67 BCDL 10.0 Code FRC2014ITP12007 Matrix-S) LUMBER - TOP CHORD 2x4 SP M 31 *Except* 5-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-2-12, Right 2x4 SP No.3 1-11-12 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.2912-13 >999 240 MT20 244/190 Vert(TL) -0.77 12-13 >408 180 Horz(TL) 0.45 9 n/a n/a Weight: 126 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=1039/Mechanical, 9=1081/0-3-8 Max Horz 1=114(LC 10) Max Uplift 1=-110(LC 10), 9=-157(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2927/894, 3-22=-2861/905, 3-4=-3092/903, 4-23=-2810/805, 5-23=-2730/822, 5-24=-2452/757, 6-24=-2489/750, 6-7=-3055/829, 7-25=-3010/853, 8-25=-3019/848, 8-9=-788/178 BOT CHORD 1-13=-884/2549, 12-13=-945/3063, 11-12=-795/2938, 9-11=-768/2868 WEBS 3-13=0/347, 4-12=-572/257, 5-12=-450/1767, 6-12=-650/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=110, 9=157. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and M." gypsum WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. f 0/0312015BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not m a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 121 East 18th St. Sanford, FL 32771 T10236032 954945 A04A Roof Special 4 1 Job Reference (optional) ProBuild East, Plant City, Florida 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Jan 17 09:47:37 2017 Page 1 I D: U?Q3TctjphphgrQb_OdEC5yz65z-yXtfGkIXLW8Tlvcm4?Y74uNe11 EfCb W IW hJdM5zuVTq 1.4.1 4-4-0 8-8-0 13-0-0 17-4.0 21-8-0 1-0-02 -8- 1-4-0 4-4-0 4-4-0 4-4-0 4-4-0 -8- Scale = 1:57.6 4x6 7.00 12 3.007 L11_ 27 3x4 3x6 i 8 3x4 i 26 2x4 56 9 3x6 28 10 1112 2x4 = 1M 13 4x12 G 4 14 3x4 = 5x8 i 5x8 1.5x8 STP = o 0.70 LiL315 2 3z4 a 1 5.00 112 PLEASE REFER TO THE FOLLOWING DRAWING FOR REPAIR INSTRUCTIONS. TRUSS ID DRAWING NUMBER A04 T10236031 6x8 6-6-4 13-0-8 19-614 _ 26-0-0 6-6-4 6-6-4 6-5-12 6-5-12 Plate Offsets (X Y)-- r2 0-5-2 Edgel r7 0-3-12 0-2-01 r11 0-3-11 0-2-131 r14 0-2-1 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.30 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.78 14-15 >398 180 BCLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(TL) 0.46 11 n/a n/a BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 128lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-4-12, Right 2x4 SP No.3 1-11-12 REACTIONS. (lb/size) 2=1136/0-8-0, 11=106410-3-8 Max Horz 2=147(LC 10) Max Uplift2=- 159(LC 10), 11=-154(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/352, 3-4=-2611/761, 4-5=-2880/801, 5-6=-2723/763, 6-26=-2715/765, 7-26=- 2642/782, 7-27=-2373/721, 8-27=-2409/713, 8-9=-2992/799, 9-28=-2954/827, 10-28=- 2963/822,10-11=-777/173 BOT CHORD 2-15=-736/2304, 14-15=-881/2927, 13-14=-763/2869, 11-13=-743/2815 WEBS 4- 15=-26/455, 5-15=-326/169, 5-14=-538/234, 7-14=-422/1706, 8-14=-656/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0- 6, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=159, 11=154. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and Yz" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Im building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0T16 r I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Of O U d O 1-- 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved Bill a MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. IMMMI Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 954945 - 121 East 18th St. Sanford, FL 32771 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Integrity Remodeling Project Name: Alexander Res Model: Tampa, FL 33610-4115 Lot/Block: N/A Subdivision: Alexander Res Address: 121 East 18th St City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 IT10236031 I A04 1/17/17 12 IT10236032 IA04A 1 1/17/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O Q? • \ G E N 126 r STATE OF .`41J 1j1111111 Philip J. O'Regan PE No.68126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2017 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply 121 East 18th St. Sanford, FL 32771 Units: 1 T10236031 954945 A04 Roof Special 4 1 Eng: HMCJobReferenceotional roBuild East, Plant City, Florida 7,640 s Apr 19 2016 MiTek Industries, Inc. Tue Jan 17 09:47:36 2017 Page 1 ID:U?Q3TctjphphgrQb_OdEC5yz65z-ULJH30kuaCOch11ZWH1uXhgTzMt9T8vcl1Z4gezuVTr 4-4-0 8-8-0 i 13-0.0 17-4-0 21-8-0 26-0-0 26-8-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 0-8-0 Scale = 1:56.8 4x6 3.4 Fx8 ii 6-6-4 13-0-8 19-6-4 26-0-0 6-6-4 6-6-4 6-5-12 6-5-12 REPAIR: PAD UP THE THE TOP CHORD 0-3-8. APPLY 2 X 8 SP NO.2 FULL MEMBER SCAB(S) TO EACH FACE OF TRUSS. ATTACH WITH (0.131" X 3") NAILS PER THE FOLLOWING NAIL THIS REPAIR IS VALID FOR THE FOLLOWING TRUSSES SCHEDULE: 2 x 4'S - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: ON WHICH A SIMILAR CONDITION EXISTS. SPACED @ 4" O.C. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2" O.0 SPACING IN THE TRUSS. USE 2" MEMBER END DISTANCE. TRUSS ID DRAWING NUMBER A04A T10236032 Plate Offsets (X.Y)-- [5:0-3-12 0-2-0] [9:0-3-11,0-2-13], [12:0-2-1.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.29 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.77 12-13 >408 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.45 9 n/a n/a BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 5-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 1-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-2-12, Right 2x4 SP No.3 1-11-12 REACTIONS. (lb/size) 1=1039/Mechanical, 9=1081/0-3-8 Max Horz 1=114(LC 10) Max Uplift 1=-11O(LC 10), 9=-157(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2927/894, 3-22=-2861/905, 3-4=-3092/903, 4-23=-2810/805, 5-23=-2730/822, 5-24=-2452/757, 6-24=-2489/750, 6-7=-3055/829, 7-25=-3010/853, 8-25=-3019/848, 8-9=-788/178 BOT CHORD 1-13=-884/2549, 12-13=-945/3063, 11-12=-795/2938, 9-11=-768/2868 WEBS 3-13=0/347, 4-12=-572/257, 5-12=-450/1767, 6-12=-650/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=110, 9=157. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not sotatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing "iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 121 East 18th St. Sanford, FL 32771 T10236032 954945 AU4A Roof Special 4 1 Job Reference o tional F'roduild Last, Plant city, Florida 7.t54u s Apr 18 ZU 15 Mi I ex Innustrles, Inc. I ue Jan If UU:41:31 ZUl f rage l I D: U?Q3Tctjph phgrQb_OdEC5yz65z-yXtfGkIXLW 8TIvcm4?Y74u Ne 11 EfCbW I W hJdM5zuVTq 1-4-0 4-4-0 8-8-0 13-0-0 17-4-0 21-8-0 26-0-0 2 -8- 1-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 4-4-0 6-8-6 Scale = 1:57.6 46 7.00 12 3.007 IIL 3x4 3x6 5-88 3x4 i 26 2x4 56 9 3x6 28 10 1112 M Io Io2x4 = 13 4x12 i 4 14 3x4 = 5x8 i Sx8 I 1.5x8 STP = o I'- 0.70 h2 a315 2 3x4 i of 1 5.00 12 PLEASE REFER TO THE FOLLOWING DRAWING FOR REPAIR INSTRUCTIONS. TRUSS ID DRAWING NUMBER A04 T10236031 6x8 6-6-4 13-0-8 19-6-4 26-0-0 r 6-6-4 6-6-4 6-5-12 6-5-12 Plate Offsets (X,Y)-- f2:0-5-2,Edgel, f7:0-3-12,0-2-01, f11:0-3-11,0-2-131, f14:0-2-1,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.30 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.78 14-15 >398 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.46 11 n/a n/a BCDL 10.0 Code FRC2014ITP12007 Matrix-S) Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-4-12, Right 2x4 SP No.3 1-11-12 REACTIONS. (lb/size) 2=1136/0-8-0, 11=1064/0-3-8 Max Horz 2=147(LC 10) Max Uplift 2=-159(LC 10), 11=-154(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/352, 3-4=-2611/761, 4-5=-2880/801, 5-6=-2723/763, 6-26=-2715/765, 7-26=-2642/782, 7-27=-2373/721, 8-27=-2409/713, 8-9=-2992/799, 9-28=-2954/827, 10-28=-2963/822,10-11=-777/173 BOTCHORD 2-15=-736/2304, 14-15=-881/2927, 13-14=-763/2869, 11-13=-743/2815 WEBS 4-15=-26/455, 5-15=-326/169, 5-14=-538/234, 7-14=-422/1706, 8-14=-656/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=159, 11=154. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MEN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4 offsets are indicated. 1 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. O c1-2 C2-3 2. Truss bracing must be designed by an engineer. For IN77 0 WEBS c3 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T W . r O bracing should be considered. I O - '• a 3 WO U 6 3. Never exceed the design loading shown and never a ' U stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O a H OCz$ cs- cs s I-_ 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, BEARING established by others. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only.® 18. Use of green or treated lumber may pose unacceptable CEM environmental, health or performance risks. Consult with Industry Standards: Nil project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek20. Design assumes in accordance with Guide to Good Practice for Handling, manufactureANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 1, BLOCK 1 MARKHAM PARK HEIGHTS ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 78 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: BRIAN ALEXANDER Benchmark Information - Seminole County Datum Elevation: 29.01' BM #360-59-01 Elevations are based upon NAVD 88 Datum) I t, L4_5 2' Curb & Gutter Set''/V Cap, OO O N O O O 00N _ OO C)o0 zz Fnd. %' Rebar Cap "LB 708, N 011 W E S Graphic Scale 26' 4 ' I0, Scale: 1 "=40' Field Date: 12/14/2016 Date Completed: 12/14/2016 Drawn By: N.F. File Number:IS-33204 FO Legend- C Calculated PC - Point of Curvature Centedine Pg. - Page B Concrete Block PI - Point of Intersedion CM Concrete Monument P.O.B.- Point of Beginning Conc. Concrete P.O.L. - Point on Una D Description PP - Power Pole DE Drainage Easement PRIM - Permanent Reference Esmt. Easement Monument F.E.M.A. -Federal Emergency PT - Point of Tangency Management Agency R - Radius FFE Finished Floor Elevation Had. - Radial Fnd. Found R&C - Rebar & Cap IP Iron Pipe Rec. - Recovered L Length (Arc) Rfd. - Rooted M Measured Set - Set %" Rebar & N&D Nall & Disk Rebar Cap "LB 7623" N.R. Non-Radial Typ. -Typical ORB Official Records Book LIE - Utility Easement P Plat WM - Water Meter P.B. Plat Book A - Delta (Central Angle) Wood Fence 0— - Chain Link Fence 50' Platted Public Right -of -Way) 18_th_Street E— ev 41 Asphalt Road) E v. 41.13 tr n _ 121 E 18TH STREET SANFORD, FLORIDA 32771 Site Benchmark Information- 1 20p Nail in Wood Power Pole. Elevation: 42.63' k9lL Finished Floor Elevation x Elevation:43.13' Elev. 40.66 5' Conc. Walk I 1 I Fnd. ' 'Rebar Cap "LB 3382" w w N m ro 0 coo w WPP O i? L To tT no IY CL I L1 a iN Q d 15.40 N 4Rebar nF& 70.00' (P) S 89048'01" W 70.0'(M) 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. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a -BB-. Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the Users Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - NONE VISIBLE to m IA 0 lb. 70.00'(P) N 89e41'12" W 69.50'(M) L2 120.00'(P) N 00'14'24" W 119.38'(P) L3 N 47e10'21" E 35.83'(M) I hereby Certify that this Boundary Survey of the above Described Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyii In the Stale of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes. Pursuant to Section 472.027 Florida Statutes. Patrick K. Irelan '°: _<nRtoF 6637 LB 7623 This Survey is intend Y (ji use of Said Certified Parties. This Survey NOT VALID UNL and Embossed with Surveyors Seal. Ireland & Associates Survey ng, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Offbce407.678.3366 , Fax407.320.8165 ,