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610 Locust Ave 17-989; PLUMBINGCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _q 89 1100 mmmp Documented Construction Value: S 7285 Job Address: 610 Locust Avenue Historic District: Yes No [ Parcel ID: 25-19-30-5AG-08013-0030 Residential ® Commercial Type of Work: New Addition Alteration ® Repair Demo Change of Use Move Description of Work: Rough in with CPVC water piping and foamcore DWV to 2 LAVS, 2 WC, 2 Tubs, 1 Kit, 1 AC Chase, 1 WH, 1 Icemaker, 2 Hose bibbs. Sewer & water tie based on 40 ft of house, Backfilling not included Plan Review Contact Person: Pat Espy Title: Phone: 386-775-0909 Fax: 386-774-0048 Email: pespy@fgplumbing.com Property Owner Information Name Katrina Southward Street: 7311 Lake Dr. City, State Zip: Sanford, FL 32771 Phone: 407-733-0278 Resident of property? Contractor Information Name First Quality Plumbing Phone: 386-775-0909 Street: 746 N. Volusia Avenue Fax: 386-774-0048 City, State Zip: Orange City, FL 32763 State License No.: CFC050566 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 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 RE=CORDING 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. FOC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: 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 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 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, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A JUN 13 2017 Signature of Contractor/Agent Date Gary W. Evers Print Contractor/Agent's Name Date on rrw•• SANDRA" All4MYMMMISSION1FF 099402 a, EXPIRES: July 2, 2018V ' lfC " Bonded 1hru Notary P0Vr Ilndennlan 13 20V Contractor/Agent is A Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: . Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SEM/NOLE COUNTYMULTI%UR/SD/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 6/13/17 I hereby name and appoint: Pat Espy an agent of: First Quality Plumbing Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 610 Locust Avenue Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Gary W. Evers State License Number: CFC050566 Signature of License Holder: STATE OF FLORIDA COUNTY OF _( 16 ILA S c— The foregoing instrument was acknowledged before me this t<3 day of Q(_,- 20 7 , by (S6-4 a a ) . who is personally known to me or O who has produced as identification and who did (did not) take an oath. Signature of Notary s yyi SANDRA M. LAUSIER My COMMISSION I FF 099402 A' EXPIRES: July 2.2018 Ri d Bonded 11uu NOW Putdc Undemfdac Notpr y 'Seal) Uo.j, e Print or type Notary name Notary Public - State of Commission Nor%= d I y U My Commission Expires: r1 ate—// Sl rst Qualia-ir- 6.,s-„1.: UMBIN 746 NORTH VOLUSIA AVE ORANGE CITY, FL. $2763 TEL: (380) 776.0808 FAX: (386) 776.0810 CORNELIUS DA 610 LOCUST AVE SANFORD FIRST QUALITY PLUMBING PROPOSES TO FURNISH THE MATERIAL AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. ROUGH IN THE FOLLOWING IN CPVC WATER PIPING AND FOAMCORE DWV TO THE FOLLOWING PER JOB SITE VISIT. 2-LAVS 1 -KIT 1 -ICE MAKER 2 -TOILETS 1 -A/C CHASE 2 --HOSE BIBS 2- TUBS 1 -WATER HEATER TUB SET AND TRIM OUT WITH FQP FIXTURE ALLOWANCE. SEWER AND WATER TIE BASED ON 40 FEET OF HOUSE. BACKFILLING NOT INCLUDED IN BID IN BID. 1500 FIXTURES ALLOWANCE BUILDER GRADE (STEEL TUBS, CHROME MOEN ) 6886 LABOR AND MISC. FITTINGS GRAND TOTAL $7,286 NO WARRANTY ON CUSTOMER SUPPLIED FIXTURES. 2YR LABOR WARRANTY. PAYMENT DUE FOR EACH PHASE UPON RECEIPT. THERE WILL BE A 6% LATE CHARGE AFTER 10 DAYS. PROPOSAL PRICES WILL BE LOCKED IN FOR A PERIOD OF SIX MONTHS. AN INCREASE MAY BE APPLIED THEREAFTER DUE TO RISING COSTS OF MATERIALS. ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS. THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS, PLEASE SKIN BELOW AND RETURN T AUTHORIZE WORK AND ACCEPTANCE OF OUR PROPOSAL- THANK ROPOSALTHANKYOU SINCERELY, APPROVED BY: DATE: I ( STEVE GERMANY 6,q 17 0'i"*^\MMsm CFA VA Parcel Information Property Record Card Parcel: 25-19.30-5AG-OBOD-0030 Owner: SOUTHWARD KATRINA Property Address: 610 LOCUST AVE SANFORD, FL 32771 Value Summary Parcel 25-19-30-5AG-080D-0030 w~ Owner SOUTHWARD KATRINA Property Address 610 LOCUST AVE SANFORD, FL 32771 Mailing 7311 LAKE OR SANFORD, FL 32771- Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD - DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Portability Ad)__ Tax Amount without SOH: $200.00 2016 Tax Bill Amount $200.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - -- -- - — _— -_ LOT 3 BLK 8 TR D„ TOWN OF SANFORD PB 1 P056 _ Taxes Taxing Authority 2017 Working Values 2016 Certified— Values Valuation Method CosUMarket Cost/Market Number of Buildings 0 0 Depredated Bldg Value Depreciated EXFT Value Land Value (Market) - Land Value Ag 9,968 9.9I $9,968 Just/MarketValue" 9,968 9,968 Portability Ad)__ Save Our Homes AdJ - 0 0 Amendment 1 Ad) 0 0 P&G AdJ 0 0 Assessed Value 9,968 1$9,968 Tax Amount without SOH: $200.00 2016 Tax Bill Amount $200.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - -- -- - — _— -_ LOT 3 BLK 8 TR D„ TOWN OF SANFORD PB 1 P056 _ Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 9968 0 9,968 Schools - -- --- - 9,968 0 9,968 City Sanford 9,968 0 9,968 SJWM(Selnt Johns Water Management) 9,968 0 9,968 County Bonds 9,968 0 9,966 Sales Description Date Book WARRANTYDEED _.-f WARRANTY DEED QUIT CLAIM DEED 2/1/2017 --II 5/1/1987 6!1!1980 08857 01851 412$4 WARRANTY DEED 1!1/1977 01144 Flnd Ge nparahle Salas - --- Land Method Frontage Depth Units units Price Land Value FRONT FOOT 8 DEPTH 64.00 117.00 0 $175.00 I Building Information Permits 9,968 Permits CITY OF SANFORD BUILDING 8 FIRE PREVENTION PERMIT APPLICATION B'-- Application No: Documented Construction Value: S Job Address: (o!O LOGJST MILS SAAo C; >Ft, U711 Historic District: Yes No Parcel ID: ZS l4 ' 3 0 SAG -080 D -alo 3 o Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: CyAKTYtgT- A AIe'u/ FWAiff( 431b 0 - Plan Review Contact Person: 5Ca7i WS?p'r- Title: V d)l l iir AcJT Phone: Fax: 407-3`30-Z5*7 Email: A451A/I-Jaq &ft_X_vM Property Owner Information Name K4relAtA SOdT 1Wo4r-D Phone: Street: X311 U4 ®ellr'e? Resident of property? : ND City, State Zip: 104AI oeA , r` 32771 Contractor Information Name M. S. WE4kT. /NW, Phone: 407 -3r0 -Z64* 7 Street: 106 C&X TI View 6w -,T- Fax: 407- 330—Z'S47 City, State Zip: 06- 34773 State License No.: C6C0t0ZV10 Architect/Engineer Information Name: 1—, 5, Cht-# i, P. 0. Street: S,lSDtn'?,, ie 4A City, St, Zip: Auf{OWWO t1NtfS, CL 97,764 Bonding Company: —AIDuE Address: Phone: AD7 X521 -5;'b-_ T Fax: 40 7– 5Z/' 5*04 E-mail: Mortgage Lender: -N0KC -' Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit most be secured for electrical work, plumbing, signs, welts, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: 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 be found in the public records of this county, and then: 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 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, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. WNER'S AVIT: I certify that an of the foregoing information is accurate and that all work will bedo eineTian with II applicable laws regulating construction and zo ingm. 1 dLwili - A --7 '5&e) it -30 -t -.4117 1 Si of Owna/A Date signature of Con r/Agmu u ward MICfIIFEL S. 3(I&b'1- k¢Cs1 Prim ownedAgcnt's Name Pno1 Conte /Agen atoe . w"fim`1 WWmis*r* FF M87i""- -rtMv;VANW= t \ My comm. erplr" Aug. 12, 2017 C=ml bn#FF673M E *ftApl 1, 2020 Botlod 11wTioy Fttb llrrtrreslOD,1t61010 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Me or Produced ID Type of ID Produced ID Type of BELOW IS FOR OFFICE USE ONLY Permits Required: Building2f Electricalof Mechanicalg PlumbingZ Gas Roof Construction Type: Vg Occupancy Use: Flood Zone: K AX TiAvAIM Total Sq Ft of Bldg: ![LOS Min. Occupancy Load: # of Stories:_ New Construction: Electric - # of Amps I SC] Plumbing - # of Fixtures Fire Sprinkler Permit: Yes (3 No # of Heads Fire Alarm Permit: Yes Nog z APPROVALS: ZONING: - ISI UTILITIES: WASTE WATER: ENGINEERING: t"%56CA-'W{l FIRE: BUILDING: COMMENTS: Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the SLIzoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. Revised: Jura 30, 2015 Permit Application rm! r4 y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 99 Documented Construction Value: S 107 $00, a0 Job Address: 610 1,00051 MSE, SAA/Trp 4. unt Historic District: Yes No 1@ Parcel ID: ZS - l9 - 3 0 5AG -080 D -tav 3 o Residential Commercial Type of Work: New tO Addition Alteration Repair Demo Change of Use Move Description of Work: CoAgTZIAGT * AR?u/ oNff -5-0e1/ Slilla FWAGY X51 AEW - 0 - Plan Review Contact Person: SGa7i W&Wr- Title: 0 (Aez:— Phone: *140-054-7 Fax: 407-930-7,54-7 Email: MAq 60401- ,-awl Property Owner Information Name KArelAlA• SooTgWAXt> Phone: Street: X311 GAAM pear Resident of property? : NO City, State Zip: 5#4A1Qa1ZA , F-1- 32771 Contractor Information Name M. 5'. UZ5j T. /AW, Phone: qOl-3 0"ZS47 Street: 108 C"6T 1t: V/i; 8145T Fax: <107' 330--,2'S47 City, State Zip: SX1ill ice. rt- 3W7 3 State License No.: WCOW7,910 ArchitecUEngineer Information Name: 7, $, CI•f f,q-L C . Phone: /907 -57,71-g b 7 Street: TJ I so yTg Se 434 Fax: 40 7- 5Z!• City, St, Zip: ArQ~rOV14,06, FL 327(4 E-mail: Bonding Company: —#006 — Mortgage Lender:-NO06F' Address: Address: 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. 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: 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 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 1 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 at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S A MAVIT: I certify that all of the foregoing information is accurate and that all work will be do a in c m Nan with 11 applicable laws regulating construction anh -/ i d7,),'A' m g. 3a JJ Si of°wotd Date Sip aUueofCon dAsrnt A4 -k Ward AWAVI-6. PrintOwna/AsenCsName ---„ _ PriotC ylAlrn!f.Tjlaioe,140.1 l misslont FF 440 My comm. exlres Aup.1Z 2rA Owner/Agent is _ Personally Known to Me or Contractor/Agent is pS-aM aU MW 49 Me or Produced ID Type of ID Produced ID Type of BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical C] Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing- # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: A /, 7 ' WASTE WATER: ENGINEERING: FIRE: BUILDING: CONEIENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-989 Address: 610 Locust Ave BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 40 70 Lath Inspection 50 Frame 50 1000 Final Roof 60 Insulation Rough 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 1 Min Max Inspection Description 10 Plumbing Underground 10 1000 Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final PJb City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Scott west Firm: M.S. west, Inc. Address: 108 Crystal View East City: Sanford State: Fl Zip Code: 32771 Phone: 407.330.2547 Fax: Email: msw27290aol.com Property Address: 610 locust Avenue Property Owner: Scott west Parcel identification Number: 25-19-30-5AG-080D-0030 Phone Number: 407.330.2547 Email: msw27290aol.com The reason for the flood plain determination is: Q 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 4360) WOF -ICS A US ON Y Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 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: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-989 Reviewed by: Michael Cash, CFM Date: April 26, 2017 L CONTRACT 2017-327 Agreement made as of March 27, 2017 between the OWNER, Katrina Southward of 7311 Lake Drive, Sanford, FL 32771 and the CONTRACTOR, M. S. West, Inc. of 108 Crystal View East, Sanford, FL 32773. Project Location 610 Locust Ave. Sanford, FL 32771 Parcel # 25-19-30-5AG-080D-0030 Legal Description: Lot 3, BLK 8, TR D, TOWN OF SANFORD, as recorded in Plat Book 1, Page 56, of the Public Records of Seminole County Florida. Scope of Work Construction of new residence as per plans, New Residence, by MSW Designs, 1608 total sq. ft. under roof. The finishes/materials to be based upon the Plans and Project Specifications for Project. Cost Total purchase amount: $107,500.00 (House and Property improvements as outlined in Project Specifications =$107,500.00 Lot = S 00) Agreement CONTRACTOR accepts the relationship of trust and confidence established between him and the Owner by this agreement. He agrees to oversee construction, and to be in compliance with sound building practices and in conformity with local building codes. The CONTRACTOR will use his best efforts to complete the project in the best and soundest way and in the most expeditious manner consistent with the interest of the OWNER. This agreement is a Contractual agreement with provisions for extension impacting the time schedule. This agreement represents the entire agreement between the OWNER and the CONTRACTOR. These documents supersede all prior negotiations, representations, and/or agreements. This agreement shall not be superseded by any provisions of the documents for construction and may be amended only by written instrument signed by both OWNER and CONTRACTOR. PW 1 of 4 CONTRACT N2017-327 Contractor's Responsibilities 1.2 Shall provide all necessary Sealed Plans, Truss Engineering, Energy calculations, Site Plans for all Departments. 1.3 Obtain all necessary Permits from all of the required Departments. P&Z, Building and Health Department) 1.4 Review / Approve all subcontractors for work on Project and schedule subcontractors for work on Project. No uninsured subcontractors allowed. 1.6 Oversee construction to be in compliance with Building Code 1.7 Schedule Inspections from Building Department 1.8 Obtain all necessary inspections up through Certificate of Occupancy. 1.9 Provide Contractor's General Liability for Project. Owner's Responsibilities 2.1 The OWNER shall furnish for the site of the Project all necessary soil reports, and subsurface investigations, legal limitations, utility locations, and Project legal description. 2.2 Shall secure and pay for any approvals, assessments, and charges required for the construction, use or occupancy of home. (existing mortgages, county code enforcement liens, etc.) 2.3 Be responsible for all soft costs associated with any banking or lender related expenses pertaining to the Project. These soft cost are to include but not be limited to; banking interest, construction loan interest, closing cost, taxes, and potential warranty items. Be responsible for all hard cost associated with the construction. 2.4 Shall secure Home Owner's Insurance upon completion of Project, in a form acceptable to the Lender. 2.5 Shall have contractual obligations to the CONTRACTOR'S subcontractors and shall communicate with subcontractors only through the CONTRACTOR. Cbanees If changes are desired by the OWNER, the CONTRACTOR will advise the OWNER of the additional cost and OWNER will accept or reject the changes. IF THE CHANGES ARE ACCEPTED, THE OWNER ACCEPTS THE FINANCIAL RESPONSIBILITY AFFECTING THE OVERALL PROJECT ESTIMATED COST. The CONTRACTOR will be given reasonable additional time for completion of the changes. No OWNER authorized change in this Contract, nor in the plans, specifications, or any addendum shall be made or performed unless in writing, signed by both OWNER and CONTRACTOR. Oral request for additional work or changes shall not be binding on the CONTRACTOR. Page 2 of 4 CONTRACT 2O17-327 Payment to the Contractor A nonrefundable binder deposit of $ 5,000.00 is to be paid to the CONTRACTOR upon the execution of this CONTRACT. These fund are considered part of the total Contract purchase amount, however if the Project is unable to be funded the binder deposit funds are nonrefundable. Contract Time Schedule The work to be performed under this agreement shall be commenced on or about March 28, 2017 and shall be substantially completed on or about 150 days after obtaining permits. If the CONTRACTOR is delayed at any time in the progress of the Project by any act or neglect of the OWNER or by any separate contractor employed by the OWNER, or by Change Orders in the Project, or by labor disputes, fine, unusual delay in transportation, adverse weather conditions not reasonably anticipatable, unavoidable casualties, or any causes beyond the CONTRACTOR'S control, or a delay authorized by the OWNER. The Date for Substantial Completion shall be extended for the period or time caused by such delay. Substantial Completion is defined as obtaining Certificate of Occupancy. Contractor's Warranty The CONTRACTOR'S warranty is for one year from date of Certificate of Occupancy in Regard to defects in material and workmanship. Warranties on appliances, equipment, shingles, windows & etc. that are covered by manufacturers warranties supersede the CONTRACTOR'S warranty. The CONTRACTOR'S responsibility is to coordinate and supervise any necessary repair work for these items. There is no warranty that extends beyond this point. Termination CONTRACTOR shall have the right upon written notice to the OWNER, terminate this agreement and recover from the OWNER payment for all work executed, the CONTRACTOR'S fees earned to date, and for any proven loss by the OWNER, sustained upon any materials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. If the OWNER terminates this agreement with the CONTRACTOR, the OWNER shall pay the CONTRACTOR'S fees earned to date, within 5 days of termination. The OWNER shall assume and be liable for all obligations, commitments and unsettled claims that the CONTRACTOR has previously undertaken or incurred in good faith in connection with said work. Page 3 of 4 CONTRACT 2017-327 Arbitration Claims, disputes or other matters in question between the parties to this Contract or breach thereof shall be subject to and decided by arbitration in accordance with the Florida Arbitration Code currently in effect, unless the parties mutually agree otherwise. Demand for Arbitration shall be made in writing with the other party to this Contract. A demand for Arbitration shall be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event shall the demand for arbitration be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statutes of limitations. Accelatance of Contract I / we have read the above stated terms and conditions of this Contract and do hereby accept this Contract as a legal binding document. OWNER:f V -1-7 trim Sou war Date Swom to and subscribed before me this 30 day of 14a rl 2017 My Commission Expires: R /d 020 r Notary Public The foregoing instriHent was acky pwledged before me this 0 0 day of #A'-" - ,2017 by c,,name of person acknowledged), who is personally known or produced iderdification t6 me. MELODY BWNOWSKI Notary Public, State of Florida Commissions FF 44674 Mr oomm. explrea Aug. 12, 2017 = CONTRACTOR: / / ? Zfl! 7 miffiadl Scott West, Pres. a e M. S. West, Inc. Sworn to and subscTibed before me this day o L417 My Commisst Expir%Y Notary Public Th re ing ips vmeJ w ackno w edged before me this day o ,2017 b ic; // Lt/t. < (name of person acknowledged), who na y own or produced ident^ i cation to me. AMC.CAMERON C;omn Ydmt / FF 11731119 EOetApt1II.M Page 4 of 46es0 OlMrTigrltiblronnoH*04WIOc1 GRANT MALOY SENI14OLE COUNTY THIS INSTRUMENT PREPARED CLERK OF CIRCUIT COURT & COMPTROLLER Nano: West - BK 8892 F's 1246 (1P5s) Address: 108 lvstal View East Sanford- FIL 32773 _ CLERK'S : 2017035588 RECORDED 04/11/2017 10:08:04 AM NOTICE OF COMMENCEMENT RECORDING FEES $10.00 RECORDED BY ,ier_kenro State of Florida County of Seminole Q Sq1 "1 Parcel ID Number. 25-19-30-5AG-080D-0030 Permit Number: The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 3 BLK 8 TR D TOWN OF SANFORD as recorded in PB 1 PG 56 of the Public Otherwise known as: 610 Locust Avenue Sanford, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: Construct a new one story single family residence OWNER INFORMATION: Name, Katrina Southward Address: 7311 Lake Drive Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: QI Name. M. S. West, Inc. Address: 108 Crystal View East Sanford, FL 32773 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be solved as provided by Section 713.130)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true to th bst of my owled and bel' 9. a-rr Vt a Sou -lg v Q r s Signature Owner's Primed Name F a Statute 713.13(1)(g): ' The owner must elfin the no** or commencement and no one else maybe permided to sign In Itis or her stead.' ICU stateof 1br de. my of Vim n o! y The foneg61n9Ar14tntmeM cknowled before s tt) s day of r I t a r G^7 by . Who is personally known to me Name o1 persbIrSakire sutem /At OR who has produced Identification type of Identification produced: 4*1 X t rwb4_rs ^'/rte A .0, MELODY BUJNOWSKr Notary Public, State of Flodd94 Commission# FF 41874 My Comm. eVlrea Aug. 12, 2017 CERTIFIED COPY. GRANT MALOY CLERK OF THE CIRCUIT COURT ArWsANDCOMPTROLLER } SEMINOLE COUNTY, FLORIDA r - 3 ` rrZ: Orh a 1.1 o__ DEPUTY CLERK APR 112017 DORfOf OMNtR 610 LOCUST AVE. POMP LAMAR Dccuvi AaY• L[O.L OLiCR1/TIOR '. Part of Lot 3 Block 8 Tier D E. R. Traffords map of Sanford UP W03 . XX POT NO. 72-424 i_ -, . v:•=i' Fl :': . BUILDING RECORD r ._ 5/3/73 Permit # FREE demolish condemned s/f dwelling GROUP XXIV REPORT # 72-424 (OWNER) s•" -/-a j • a t `)I 7 OVER) 0 Bland, Annette From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Tuesday, May 02, 2017 10:18 AM To: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Cc: ksouthward@aaasouth.com Subject: City BP # 17-989 DEMO/REBUILD of SFR at 610 LOCUST AVE Attachments: doc10160520170320155628.pdf Good morning, This is to advise that there will not be any new Seminole County road impact fees for city BP # 17-989 at 610 LOCUST AVE, single family residential rebuild. Please let me know if you have any questions. Best Regards, Jami Jami Forte I Program Coordinator I Impact Fees & Concurrency Seminole County P&D I Business office I Building Div. 1101 East First Street I Sanford, FL 327711 407-665-7356 I jforte@seminolecountyfl.gov Customer Service Survey: www.seminolecountyfl.gov/devcustomersurvey We are paperless! Please submit electronically... ePlan Applicant User Guide Original Message ----- From: Katrina R. Southward [mailto:ksouthward@aaasouth.com) Sent: Tuesday, May 02, 2017 10:07 AM To: Forte, Jami <J Forte@ sem ino lecou ntyfl.gov> Subject: PERMIT # 17-989 DEMOLISH RECORD FOR 610 LOCUST AVE PERMIT # 17-989 Thanks Jaime! The information transmitted is intended only for the person(s) or entity to which it is addressed and may contain confidential and or privileged material and should be treated as a confidential The Auto Club Group communication. If the reader of this message is not the intended recipient, you are hereby notified that your access is unauthorized, and any review, dissemination, distribution, or copying of this message including any attachments is strictly prohibited. Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** Permit #: 17-989 Address: 610 Locust Ave Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1608 Plumbing Fixtures: 14 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 9 City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-989 610 Locust Ave Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 12231square feet SQUARE FOOTAGE OF GARAGE ONLY: 385 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 1608 square feet Dollar Valuation of Work: 1 $156,598.12 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 48.93 1,136.19 25.00 469.80 1,679.92 Plumbing Fixture Calculation 17-989 610 Locust Ave Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 14 RECORn COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 610LocustAve Street: Builder Name: ff Ey 9 8 9PermitOffice: SAACity, State, Zip: Sanford , FL ,AANumber. p Owner. Jurisdiction: $93204 OR Sc>0 O Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1320.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 988.81 ft' 3. Number of units, it multiple family 1 b. Frame - Wood, Adjacent c. Frame - Wood, Exterior R=13.0 244.39 ft= R=11.0 87.50 fF 4. Number of Bedrooms 3 d. WA R= ft: 5. Is this a worst lose? No 10. Ceiling Types (1320.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1320.00 fN 6. Conditioned floor area above grade (ft=) 1195 b. N/A R= ft, Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' T. Windows(113.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 239 a. U -Factor: Dbl, U=0.38 113.38 IF SHGC: SHGC=0.34 b. U -Factor: N/A fe 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:15.00 c. U -Factor. WA ftT SHGC: 13. Heating systems kStu/hr Efficiency d. U -Factor: N/A It, a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.330 R Area Weighted Average SHGC: 0.340 14. Hot water systems 8. Floor Types (1195.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1195.00 ft' EF: b. Conservation features 0.940 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.095 Total Proposed Modified Loads: 40.32 PASSTotalBaselineLoads: 41.73 1 hereby certify that the plans and specifications covered by Review of the plans andH STarEthiscalculationareincompliancetheFloridaEnergyspecificationscoveredbythis OE s p Code. calculation indicates compliants with the Florida Energy Code. rf• ;:.3 „ PREPARED BY: Before construction is completed DATE: -3_3 =17 Adarn-K-Shields this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance with the Florida Ene e. Florida Statutes. G'Op 1VE v OWNER/AG BUILDING OFFICIAL: DATE: .J/ /- DATE: 5-1-X-1- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/31/2017 3:36 PM F_nergyGauge® USA - FlaRes2014 Section 8405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 3/31/2017 3:36 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/EAsting: Comment 610LocustAve User 1 MS WEST 691700 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1195 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Slock/SubDKision: PlatBook: Street County: Seminole City, State, Zip: Sanford , FL, CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1195 10516 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1195 10516 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulado Main 131.8 ft 0 1195 ft' ._ 0.3 0 0.7 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Emit) Deck Pitch Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1294 ft' 248 R' Dark 0.85 N 0.85 No 0 22.6 ATTIC J # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 111951112 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 38 810" 1320 f12 0.11 Wood 3/31/2017 3:36 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 3/31/2017 3:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent SpateCavity Width Height Sheathing Framing Solar Below OmL.-To WaILType Value -EL -In Fr In Area-Ra/alue_EracI-Absor-Grade.° 1 N Exterior Concrete Block - Int Insul Main 4.1 18 5 8 10 162.7 ft' 0 0 0.6 0 2 NE Exterior Frame - Wood Main 11 3 11 8 9 34.3 ft' 0 0.23 0.6 0 3 E Exterior Frame - Wood Main 11 3 2 8 9 27.7 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 18 9 8 9 164.1112 0 0 0.6 0 5 SE Exterior Frame - Wood Main 11 2 11 8 9 25.5 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 28 7 8 11 254.9 ft' 0 0 0.6 0 7 W Exterior Concrete Block - IM Insul Main 4.1 45 8 8 11 407.2 W 0 0 0.6 0 8 Garage Frame - Wood Main 13 27 8 8 10 244.4 W 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 6 8 20 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered orientation. Well Overhang V Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.38 0.34 6.9 R 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 2 NE 2 Vinyl Low -E Double Yes 0.38 0.34 8.0 W 1 ft 5 in 2 It 7 in Drapealblinds Exterior 5 3 NE 2 Vinyl Low -E Double Yes 0.38 0.34 2.0 ft' 1 ft 5 in 1 ft 0 In None None 4 E 3 Vinyl Low -E Double Yes 0.38 0.34 8.0 It' 0 ft 3 in 2 ft 7 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low -E Double Yes 0.38 0.34 2.0 ft' 0 ft 3 in 1 ft 0 in None None 6 E 4 Vinyl Low -E Double Yes 0.38 0.34 16.2 ft' 1 ft 0 in 4 ft 10 In Drapes/blinds Exterior 5 7 E 4 Vinyl Low -E Double Yes 0.38 0.34 4.6 ft' 1 ft 01n 3 ft 3 In None None 8 S 6 Vinyl Low -E Double Yes 0.38 0.34 16.2 ft' 1 ft 4 in 0 ft 81n Drapes/Winds Exterior 5 9 W 7 Vinyl Low -E Double Yes 0.38 0.34 16.2 fl? I ft 8 in 0 ft 8 in DrapesiVinds Exterior 5 10 W 7 Vinyl Low -E Double Yes 0.38 0.34 33.3 ft' 1 ft 8 in 0 ft 11 in Drapeslblinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 385 ft' 384 ft' 48.9 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00028 876.3 48.11 90.48 2041 5 3/31/2017 3:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 3/31/2017 3:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump Split HSPF:8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 15 24 kBWMr ctm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50981 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 239 ft' Attic 59.75 ft Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling Heating Jan Feb Jan Feb WMar Mar rEp Ma Jun Jul May Jun JulI Au Aug Se Sep[ jn Oct Oct M Nov Nov Dec Dec Venti Jan Feb Mar X) r Ma Jun Jul Au Se [Xl Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 T8 78 78 78 78 78 78 78 Coding (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEN) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/31/2017 3:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 kDEL-AIR Duct System Summary Job: 610 LOCUST AVE legate . Dste: 3130117 Entine House By. JH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phoro: 407-931-2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM Project Intormation For: MS WEST FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120/ 0.120 in H2O 0.175 in/100ft 800 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.175 in/100ft 800 cfm 137 it I Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg dm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 8D2 h 3188 141 76 0.180 7.0 Ox 0 VIFx 33.6 100.0 st2 eD3 h 3658 162 124 0.175 8.0 Ox 0 VIFx 37.1 100.0 st2 STH2 h 726 32 17 0.180 4.0 Ox 0 VIFx 33.5 100.0 st2 DIN C 3136 58 132 0.221 7.0 0x0 VIFx 23.7 85.0 stl FAM c 3528 129 149 0.231 7.0 Oxo VIFx 18.8 85.0 st1 KITCH c 2290 58 96 0.231 6.0 Oxo VIFx 19.1 85.0 stl M. WIC h 1356 60 29 0.283 5.0 Ox 0 VIFx 14.7 70.0 M.eD c 3578 112 151 0.332 7.0 Ox 0 VIFx 2.2 70.0 M.BTH h 1058 47 27 0.314 4.0 Ox 0 VIFx 6.4 70.0 Supply Trunk Detail Table i Return Branch Detail Table Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk stl Peak AVF 581 594 0.175 555 14.0 0 x 0 VinlFbc W Peak AVF 335 217 0.175 615 10.0 0 x 0 VinlFlx st1 i Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rbl Ox 0 800 800 0 0 0 0 Ox 0 VIFx C + wrightSoft• RIpM-Suite® UNvoes12017 17.0. 16 RSU24007 2017 -Mar -31 pop IPape tinp F0es1MSWES11610LowstAvetBlOLowstAve.nrp Cak a MJ9 House faces: E DEL -AIR Right -J® Worksheet Me'"'"m'° Entire House D,EEL-AIR[ QHNE( A1jT(IING & AIR 531 CODISCO WAY, SANFORD, FL 327T1 PhoneD -E li-2665 Fax 407-333-3853 Web: WWW.DEL-NR.COM Job: 610 LOCUST AVE Date: 3130/17 By: JH 1 Room name DIN KITCH 2 Exposed wag 9.0 R 10.5 R 3 Room Iueiglt 9.0 R heeUcod 8.0 R IueeUeod 4 Roan 6muensions 9.0 x 10.0 R 1.0 x 133.0 R 5 Room area 90.0 R' 133.0 W Ty Construction Uwdue Or HTM Arca (R1) Load Area (ft)9 Load B F) at or perimeter (R) mBt I or perimeter (ft) Btuh) Had Cod Gross WP/S Had Cod Gross WP/S Had Cod 6 WL 13A -Zoos 0.201 n 5.65 4.41 0 0 0 0 0 0 0 0 1' 2A -2w 0.380 n 11.06 1&94 0 0 0 0 0 0 0 1ZH-0sW 0.097 nue 282 2.78 0 0 0 0 0 0 0 0 2A-2ov 0.380 rue 11.06 25.35 0 0 0 0 0 0 0 0 11 2B-2fv 0.380 ne 11.06 29.95 0 0 0 0 0 0 0 0 yl GG 12B -Ow 0.097 a 282 2.78 0 0 0 0 0 0 0 0 2A-2ov 0.380 a 11.06 33.61 0 0 0 0 0 0 0 0 28-21v 0.380 s 11.06 39.40 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.85 4.11 0 0 0 0 0 0 0 0 2A -2w 0.380 a 11.06 33.61 0 0 0 0 0 0 0 0 2B-2fv 0.380 a 11.06 39.49 0 0 0 0 0 0 0 0 11J0 X600 a 17.46 1&63 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 e 2.82 2.78 0 0 0 0 0 0 0 0 W 13A-2ces 0.201 s 6.85 4.41 0 0 0 0 0 0 0 0 G 2A-2av 0.360 s 11.06 13.94 0 0 0 0 0 0 0 0 1}I 13A.2ioce 0.201 w 85 4.41 72 39 2Z6 171 84 64 491 371 2A -20V 0.380 w 11.08 36.13 0 0 0 0 0 0 0 0 2A-2ovd M360 w 11.06 37.80 33 2 369 1250 0 0 0 0 12C.05w 0.091 265 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 168.78-1 0.026 0.76 1.42 95 95 72 135 142 142 108 202 F 22401 0.969 28.78 0.00 90 9 259 0 133 11 302 0 61 c) AED emaasion 463 146 Envalopeloss/gain 926 2030 901 427 12 a) Infiltration 171 54 199 63 b) Roan ventilation 0 0 0 0 13 Internal gains: Occuparts ® 230 1 230 0 0 Applarms/other 01 1200 SL*Aotd (Ones 6 to 13) 1097 2314 1101 1690 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redatnbu tion 0a 0 0 11 Studd 1097 2314 1101 1690 15 Duct Iced~ 20% 36% 217 873 20% 36% 217 6D1 Told room bad 1314 3136 1318 290 Air required (dm) 58 132 58 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' RigMSude® Universal 2017 17.0.16 RSU24007 2017 -Am -31 1 :3433 AZZ k... ting\F0es1MSWEST1610LocustAve1610LowatAve.nry Calc - MJ8 House faces: E M, FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerfofmance Index, the more efficient the home. Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 988.81112 b. Frame - Wood, Adjacent R=13.0 244.39 ft' 3. Number of units, 0 multiple family 1 c. Frame - Wood, Exterior R=11.0 87.50 ft, 4. Number of Bedrooms 3 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=38.0 1320.00 ft' 6. Conditioned floor area (ft') 1195 b. N/A R= ft' 7. Windows" Description Area c. WA R= ft' a. U -Factor. Dbl, U=0.38 113.38 IF 11. Ducts a. Sup: Attic, Rei: Attic, AH: Garage R W 6 239SHGC: SHGC--0.34 b. U -Factor. N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor. N/A ft' a. Central Unit 24.0 SEER:15.00 SHGC: d. N/A ft' SHGC: 13. Heating systems kStu/hr EfficiencySHGC: Area Weighted Average Overhang Depth: 1.330 fl. a. Elechic Heat Pump 24.0 HSPF:8.50 Area Weighted Average SHGC: 0.340 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1195.00 ft' a. Electric Cap: 50 gallons b. N/A R= fe EF: 0.94 c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code.oompliant,4eptures. Builder Signature:Ik p Dater/ZP/ 7 M . g , cGl i'> i Yc I Address of New Home:_Ci /FL Zi ._ D tf- ;G p Note: Z>>/- This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/31/2017 3:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 RDEL-AIRManual S Compliance Report Job: 610 LOCUST AVE Date: 3/30117 Entire House By: JH DEL AIR HEATING & AIR CONDITIONING S31 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407333-3853 Web: WWW.DEL-AJR.COM For: MS WEST FL Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 800 cfm Sensible capacity: 19410 Btuh 102% of load Latent capacity: 3271 Btuh 117% of load Total capacity: 22681 Btuh 104% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 18059 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 800 cfm Cooling Equipment 15846 Btuh Supplemental heat required: 2213 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 19005 Btuh Entering coil DB: 77.8°F Outdoor design WB: 75.2°F Latent gain: 2789 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 21794 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A00300+FX4DNF025L Actual airflow: 800 cfm Sensible capacity: 19410 Btuh 102% of load Latent capacity: 3271 Btuh 117% of load Total capacity: 22681 Btuh 104% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 18059 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 800 cfm Output capacity: 15846 Btuh Supplemental heat required: 2213 Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 25HBC524A00300+FX4DNF025L 88% of load Btuh Model: 800 cfm 5.2 kW 99e/6 of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Capacity balance: 34 OF Economic balance: -99 OF Wrl htsoR' 2017 -Mar -3116:34:33 9 Right -Stile® universal 2017 17.0.16 RSU24007 Pape 1 tWWdes1MSWEST610LocuslAve\610LocustAve.nm Calc - MJ8 House faces: E 1 DEL -AIR Component Constructions Job: $10 LOCUST AVE tulaa - 00Norl em Date: 3/J0/17 Entire House By: JH DEL -MR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-631-2665 Fax 407.3333853 Nab: WWW.DEL-MR.COM Project information For: MS WEST Fl- esian Conditic Location: Or Indoor: Heating Cooling Orlando Sanford, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 56 tt K Design M (°F) 29 18 Latitude: 290N ee,hnr Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: n 156 Daily range (°F) - 17 ( M) Method Simplified 4.41 Wet bulb (°F) - 75 Construction quality Average 0.201 Wind speed (mph) 15.0 7.5 Fireplaces 0 543 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e Innr, 1/4" gap, ne 8 0.380 0 K eWhnr-'F eti-FMWh WahA' OWh ee,hnr BWh Walls ne 2 0.380 0 11.1 22 29.9 60 1/8' thk; NFRC rated (SHGC=0.34); 1.42 it overhang (1 ft window ht, t It sep.); 6.67 it head M 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1R" gypsum n 156 0.201 0 5.85 911 4.41 687 board int Irish a 123 0.201 0 5.85 721 4.41 543 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4' gap, s 240 0.201 0 5.85 1403 4.41 1058 W 359 0.201 0 5.85 2099 4.41 1583 all 878 0.201 0 5.85 5133 4.41 3872 128-Osw: Frm wall, stucco ext, r-11 cav Ins, 1/'Y gypsum board int ne 24 0.097 11.0 2.82 68 2.78 67 Irish, 2' W wood frm, 16' o.c. stud a 18 0.097 11.0 2.82 51 2.78 50 se 26 0.097 11.0 2.82 72 2.78 71 all 68 0.097 11.0 2.82 191 2.78 188 Partitions 12C-Osw: Fnn wall, stucco ext, r-13 cav ins, 2"x4' wood frim, 16' o.c. 227 0.091 13.0 2.65 600 1.47 333 stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4' gap, n 7 0.380 0 11.1 76 13.9 96 1/8" thk; NFRC rated (SHGC=0.34); 1.33 it overhang (3.17 it window hi, 0.67 it sep.); 6.67 It head hi 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e Innr, 1/4" gap, ne 8 0.380 0 11.1 88 25.4 203 1/8" thk; NFRC rated (SHGC=0.34); 50% drapes, medium; I A2 it overhang (4 4 window M, 2.58 it sep.); 6.67 tt head M 28.2ty: 2 glazing, cir outr, air gas, vnl frm mat, cir low a innr, 1/4" gap, ne 2 0.380 0 11.1 22 29.9 60 1/8' thk; NFRC rated (SHGC=0.34); 1.42 it overhang (1 ft window ht, t It sep.); 6.67 it head M 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low -e innr, 1M" gap, e 8 0.380 0 11.1 Be 33.6 269 1/8" thk; NFRC rated (SHGC=0.34); 50% drapes, medium; 0.25 R overhang (4 R window ht, 2.58 it sep.); 6.67 it head ht 213-21v: 2 glazing, cir outr, air gas, vnl trrn mat, cir low -e innr, 114" gap, e 2 0.380 0 11.1 22 39.5 79 1/8" thk; NFRC rated (SHGC=0.34); 0.25 It overhang (1 it window M,1 It sep.); 6.67 it head M 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4' gap, a 16 0.380 0 11.1 179 33.6 544 1/8' thk; NFRC rated (SHGC=0.34); 50% drapes, medium; 1 it overhang (5.25 it window ht, 4.83 it sep.); 6.6711 head M C Wri htSOft• 20/7 -Mar -3116:34:33 9 RigM-Suite® universal 2017 17.0.16 RSU24007 Ic .. lwksWSWESTt6lCLocustAvo%SlOLocwtAve.oup Cdc a WO House faces: E Page 1 0 1 DEL -AIR Project Summary IU.Tala06110RaM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SAIWORD, FL 32771 Phone: 407-631-2665 Fax 407-333,7653 Wpb: WWW.DEL-NR.COM Outside db Inside db Design TD Structure Ducts Central ve Humnone iidifiic)a Piping Equipment Method Constructii Fireplaces Area (W) Volume N Air change Equiv. AVF Hei Make Trade Model AHRI ref Efficiency Heating ml Heating ou Temperatu Actual air 1 Air flow fay Static pres Space thel Capacity t Backup. Input =5M For: MS WEST FL Notes: Weather: iter Design Conditions 41 OF 70 OF 29 OF Heating Summary 15080 Btuh OF Inside db 1(0 dm)2970 Btuh on 0 Btuh 0 Btuh oad 18059 Btuh Infiltration Job: 610 LOCUST AVE Date: 3=17 By: JH Orlando Sanford, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Central Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 14018 Btuh ucts4 0Ceent Equipment latent load 2789 al vent (0 cfm) 10679 10679 Btuh Blower ' 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 19005 Btuh Simplified Latent Cooling Equipment Load SizingqualityAverage Structure 1876 Btuh Central 910vent (0 cfm) Btuh Heating coolin gg none) 1195 114 Equipment latent load 2789 Btuh 10679 10679 hour 0.45 0.23 Equipment total load 21794 Stuh am) 80 41 Req. total capacity at 0.75 SHR 2.1 ton ng Equipment Summary Cooling Equipment Summary Carrier Make Carrier CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING 25HBC524AO0300 Cond 25HBC524AO0300 9154698 Coil FX4DNF025L AHRI ref 9154698 8.5 HSPF Efficiency 12.5 EER, 15 SEER Sensible coding 18000 Btuh tit 24000 Btuh @ 47°F Latent coding 6000 Btuh rise 27 OF Total colingflow 24000 Btuh w 800 cfm Actual air 800 cfm Y 0.044 cfm/Btuh Air flow factor 0.042 cfm/Btuh ire 0.30 in H2O Static pressure 0.30 in H2O ostat Load sensible heat ratio 0.87 ante point = 34 OF Output = 17890 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlhtsoft' Rlpty-Suile® Universal 2017 17.0.16 RSU24007 2017.Mar--31 16:34:33 tlnMFYes\MSWEM610LoeustAve%610LowslAve.nm Calc - MJB Howe faces: E 28-2fv: 2 glazing, clr I , air gas, vnl frm mat, cir low-e innr, 1/4" gap, e 5 0.380 1/8' 9rk; NFRC rated (SHGC=0.34); 1 ft overhang (1.5 ft window hl, 3.25 It sep.); 6.67 It head ht 2A-2ov: 2 glazing, Gr outr, air gas, vrd fin mat, clr low-e innr, 1/4' gap, s 16 0.380 1/8' thk; NFRC rated (SHGC=0.34);1.33 ft overhang (5.25 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A.2ov: 2 glazing, clr, putr, air gas, vnl frm mat, clr low-e Innr, 1/4" gap, w 16 0.380 1/8" thk; NFRC rated (SHGC=0.34); 1.63 ft overhang (5.25 ft window ht, 0.67 It sep.); 6.67 R head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4' w 33 0.380 gap, window ht, 0.92 ft sep',);. ed 67 ft head ht 1.63 ft overhang (6.67 ft DOOR 0 11.1 51 39.5 183 0 11.1 179 13.9 226 0 11.1 179 36.1 585 0 11.1 369 37.8 1260 11J0: Door, m0 ibrgl type a 20 0.600 6.3 17.5 349 18.6 373 11 D0: Door, wd sc type n 18 0.390 0 11.3 202 12.1 215 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil Ins. 1/2' 1320 0.026 38.0 0.76 999 1.42 1873 gypsum board int fish Floors 22A-tpi: Bg floor, light dry soil, on grade depth 132 0.989 0 28.8 3794 0 0 RDEL--AIR Right -J® Worksheet Entine House I)EEL-AIR oHNE A IT( IING S AIR 531 CODISCO WAY, SMFORD. FL 32771 R! DV?1!p -2865 Fex 407-333-3853 Web: WWW.DEL-AIR.COM Job: $10 LOCUST AVE Date: 3=17 By: JH 1 Room name Enure House BD2 2 Exposed wd 131.8 R 25.9 R 3 Room hdgM 8.8 R 8.9 R heat/cool 4 Room dmdmiorts 1.0 x 151.5 R 5 Room arae 1213.6 fl' 151.5 1N Ty Corotnttian Uvalue Or KrM Area (ft') Load Area (R) LoadInumber I BtutMlti-F) 81 1) or perimeter (R) Stuh) or perimeter (11) atuh) Hod Cod Gross WP/S Heat Cod Groes W/P/S Had Cod 6 y/ 13A-2op 0.201 n 5.85 4.41 163 156 911 687 0 0 0 0 C 2A -2w 0.380 n 11.08 13,94 7 0 76 98 0 0 0 0 12B-0sw 0.097 no 2.82 2.78 34 24 so 67 0 0 0 0 2A-2ov 0.380 re 11.06 25.35 8 0 88 203 0 0 0 0 112B-2ty 0.380 no 11.08 29.95 2 0 22 60 0 0 0 0 12B-0sw 0.097 a 282 2.78 28 18 51 50 0 0 0 0 2A-2ov 0.380 a 11.06 33.61 8 0 8B 289 0 0 0 G 2B-2Iv Q. a 11.06 39.49 2 0 22 79 0 0 0 0 yl 13A-2op 0.201 a 565 4.41 164 123 721 543 0 0 0 0 2A -2w 0.380 a 11.05 33.61 160 179 544 0 0 0 0 28-21v 0.380 a 11.08 39.49 5 0 51 183 0 0 0 0 11J0 0.600 a 17.46 18.63 20 20 349 373 0 0 0 0 W 128-0sw 0.097 se 2:82 278 25 28 72 71 0 0 0 0 1pl 13A-208 0.201 a 5.85 4.41 256 240 UO3 1058 120 104 607 458 G 2A-2ov 0.380 a 11.06 13.94 16 18 179 226 16 16 179 226 13A-2ocs 0.201 w 5.85 4.41 406 358 2089 1583 88 88 515 388 2A-2ov 0.380 w 11.08 36.13 18 2 179 5850 0 0 0 2M2ovd 0.380 w 11.06 37.80 33 2 369 1260 0 0 0 0 12C4)sw 0.091 2.65 1.47 244 277 600 333 00 0 0 11Do 0.390 n 11.35 12.11 18 18 202 215 0 0 0 0 C 168-38ad 0.026 0.76 1.42 1320 1320 999 1873 161 161 121 228 F 22A40 I 0.989 28.78 0.00 1214 132 3794 0 152 26 746 0 6 c) AED cmundori 133 116 Envelopelosa/galn 12521 10490 2168 1184 12 a) Infdtre<ion 2559 809 493 156 b) Roan ver"ation 0 0 0 0 13 Internal gains: I Occupwds ® 230 4 920 0 0 Apowwas/ather 1800 0 Su Add (Sees 6 to 13) 15080 14018 2662 1340 Less cdand load 0 0 0 0 LEss trarnfer 0 0 0 0 RedstA6Wion 14 Subtotal 42D%36% 15080 14018 2562 1340 15 Oualloads 2818 4986 20% 36% 526 477 Tote! room loadI Air mired (dm) 18059 800 19005 B00 3188 141 1816 76 Ge® Unlverad 2017 17.0.16 RSU24007 OLocustAve.rup Cate - MJ8 House feces: E 2017 -Mar --31 16:34:33 Page 1 DEL -AIR Right -J® Worksheet rano • u amnasm Entire House D,EEL-AIR QHNE ANT(IING & AIR 531 CODISCO WAY, SANFORD, FL 327T1 P. mD9-831-4685 Fex 407333-3853 Wbb: WWW.DEL-AIR.COM Job: 610 LOCUST AVE Dae: W30117 By: JH 1 Room narne MAO M.BTH 2 Exposed wall 1&5 n 7.0 R 3 Room hdgM 8.8 It heal/cod 0 R heWcod 4 Room dime sins 1.0 x 224.9 R 7.0 x 7.0 R 5 Room area 224.9 fl' 49.0 112 Ty Construction Il -value Or HTM Area (1112) Load Area (fly) LoadIemberBtuPMIL*F) BtuNflI or perimeter (R) Btuir) or perimeter (R) 81uh) Had Cod Gross WPIS Hod Cod Gross WPM Heat Cod 6 W f 13A-20cs Q201 n 5.85 4.41 28 28 164 124 56 49 297 217 2A-2ov 0.360 n 11.06 13.94 0 0 0 0 7 O 76 96 tql 12B-Osw 1097 ne 2.82 278 0 0 0 0 0 0 0 0 LAG 2A-2ov 0.380 ne 11.05 25.35 0 0 0 0 0 0 0 0 11 28-2hr 0.380 no 11.05 29.95 0 0 0 0 0 0 0 0 yf L--- GG 12B bw 1097 a 282 2.78 0 0 0 0 0 0 0 0 2A-2ov 0.380 a 11.06 33.61 0 0 0 0 0 0 0 0 28 -NV 0.380 a 11.06 39.49 0 0 0 0 0 0 0 0 13A-2oca 0.201 a 5.85 4.41 O 0 0 0 0 0 0 0 T= A -2w 0.980 a 11.06 33.61 0 0 0 0 0 0 0 0 2B-2Iv 0.380 a 11.06 39.49 0 0 0 0 0 0 0 0 11.10 0.600 a 17.46 18.63 0 0 0 0 0 0 0 0 W 12B-0aw 0.097 se 2.82 2.78 0 0 0 0 0 0 0 0 VL13A-2ocsyLG 0,201 s i85 4.41 0 0 0 0 0 0 0 0 2A-2ov 0.380 s 11.08 1194 0 0 0 0 0 0 0 0 W 13A-2oes 0201 w 5.85 4.41 104 Be 514 387 0 0 O 0 ZGG, 2A -2w 0,380 w 11.06 3&13 16 2 179 585 0 0 0 0 2A-2ovd 1380 w 11.08 37.80 0 0 0 0 0 0 0 0 12C-0sw 0.091 2.65 1.47 108 108 287 159 56 56 148 82 1100 0.390 n 11.35 12.110 0 0 0 0 0 0 0 C 16838ad 0.026 0,76 1.42 247 247 191 351 49 49 37 70 F 22A4p1 0.989 28.78 0.00 225 17 475 0 49 7 201 0 61 c) AED excursion 105 40 Emdopebsslpain 1805 1710 750 424 12 a) IrdrMration 313 99 133 42 b) Room vantldion 0 0 0 0 13 Irsmrl gains: occupants a 230 1 230 0 0 ApflianceaJother 600 0 Suttdal Pines 6 to 13) 2118 2$39 883 466 Lasa external load 0 0 0 0 Less trarWer 0 0 0 0 RedialnImAlon 0 0 0 0 14 Srnaal 2118 2639 883 466 15 Duct loads 20% 3696 418 909 20% 36% 174 166 Total roam bad 2537 3578 1058 632 Airrequired (dm) 112 151 47 27 Calculations amoved by ACCA to meet all requirements of Manual J 8th Ed. A 41-wrlghtsoft- Right -Suite® Universal 2017 17.0.16 RSU24007 2017 -Mar -31 16:34:33 Page 3 tinplFiksIMSWES11610LocwCalc Caa MJB House laces: E DEL -AIR Right -M Worksheet 10mm-m"®141e Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SAHFORD, FL 327 phoneDWRI-209mc 407733J8W Nkb: WWW.DEL-AIR.COM Job: 610 LOCUST AVE 09e: 3130/17 By: JH 1 Room none FAM BTH2 2 Exposed waa 17.4 fl B.0 R 3 Rope d 7 R heWcod 0 R had/ood 4 5 Room 6metsians Room area 1.0 x 330.9 R 330.9 R' 8.5 x &0 R 51.0 R' Ty Cpotrudion ntsnber Wralue BtuMfli-F) Or HTM Btuhlll') Area (ft') or poirwar (fl) Load Brut) Area (R) or perimeter (R) Load 131u+) Had Cod Gross WP/S Had Cod Gross WP/S Had Cod 6 yl 13A-2xs 0.201 n 85 4.41 8 a 47 35 0 0 0 0 G 141 2A -20v 12B-Osw 0.360 M097 n ne 11.06 282 13.94 278 34 0 24 0 66 0 67 0 0 0 0 0 0 0 0 11 L---Ga 2A -2w 2B -21v 0.380 0.380 re ne 11.06 11.06 25.35 28.95 8 2 0 0 a8 22 203 60 0 0 0 0 0 0 0 0 yl 4L 1294)sw 2A-aw 0.097 0.380 a a 282 11.06 278 33.61 28 8 18 0 51 88 50 0 0 0 0 0 0 0 28-3v 0.380 a 11.06 39.49 2 0 22 79 0 0 0 0 GG 13A -2x9 1201 a 5.85 4.41 44 24 140 106 0 0 0 0 2A -201V 0.380 a 11.06 33.61 0 0 0 0 0 0 0 0 2B-2ty 11J0 0.380 0.600 a a 11.06 17.46 3&49 16.63 0 20 0 20 0 349 0 373 0 0 0 0 0 0 0 0 W 128-0sw 0.097 as 262 278 26 26 72 71 0 0 0 0 13A-2oe9 0.201 s 5.85 4.41 0 0 0 48 48 201 212 2A,27, 0.380 s 11.06 13.94 0 0 0 0 0 0 0 0 yf l 13A-2=6 2A -2w 0.201 0.380 w w 5,85 11.08 4.41 35.13 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 2A-2ovd 0.380 w 11.05 37.80 0 0 0 0 0 0 0 0 q 12C Orw 0.091 265 1.47 80 62 165 91 0 0 0 0 DO ISS-38ad 0.390 0.028 n 11.35 0.76 1211 1.42 1e 370 1e 370 2a2 280 215 524 0 61 0 61 0 39 0 72 o C F 22A4pl 0.989 20.78 0.00 331 17 501 0 51 6 173 0 6 c) AED excursion 405 25 Envdope loss/pain 2096 2038 492 259 12 8) Irddlration 331 105 114 36 b) Room vefaelion 0 0 0 0 13 Irdemal gains: Occupme ® 230 2 460 0 0 ApO ancestolher 0 0 Subtdd (tinea 6 to 13) 2427 26031 606 295 Less wasyA goad 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtdd 2477 2603 605 295 DUO leads I2096 36% 479 926 2096 36%1 120 105 I Taal room road 2906 3628 725 399 Air required (dm) 129 149 32 17 Calculations amoved by ACCA to meet all requirements of Manual J 8th Ed. R-Fid-wrightsoft- 2017 -Afar --31 18:34:33 eek RIpM Bute® Universe! 2017 17.0.18 RSU24007 Page ting%Files\MSWEST61OLocustAve\810LocustAve.rup Calc - We House faces: E Q.EL-AIR Right -l® Worksheet Entire House DEL -AIR HEATING & AIR 531 COOISCO WAY, SANFORD, FL 327 RNieD- 831N. 2865NFax 407-333-3853 Web: WWW.DEL44R.COM Job: 610 LOCUST AVE Date: 31W117 By: JH 1 Room vane BD3 M. WIC 2 Exposed wall 29.0 " 10.5 R 3 Room h66" 8.8 R hoWcod 10.1 It hed/cool 4 Room 6mensions 1.0 x 155.9 11 5.5 x 5.0 R 5 Room area 155.9 R' 27.5 It' Ty Construction lJ-value Or HTM Area (Rj Load Area (R) LOW number BtdM -F) Bt 1) or perimeter M) Btuh) or perimeter M) Blah) Hoot Cod Gross N/P/S Had Cod Gross WP/S Had Cod 6 if13A-2ocs 0.201 n6.85 4.41 24 24 140 106 47 47 273 206 C 2A -20v 0.380 n 11.05 13.94 0 0 0 0 0 0 0 0 129-0sw 0.097 no 282 2.78 0 0 0 O 0 0 0 0 2A -2N 0.380 ne 11.05 25.35 0 0 0 0 0 0 0 0 11 2B-2ty 0.380 ne 11.06 29.95 0 0 0 0 0 0 0 0 12B-0sw 0.097 a 2:112 176 0 0 0 0 0 0 0 0 A.2ov Q380 a 11.08 33661 0 0 0 0 0 0 0 0 28-2fv 0.380 a 11.06 39.49 0 0 0 0 0 0 0 yl 13Adncs 0.201 O 5.85 4.41 120 99 580 438 0 0 0 0 2A-2ov 0.380 s 11.06 33.61 16 0 179 544 0 0 0 0 Irk GGO 28-2fv 0.380 a 11.06 39.49 6 0 51 183 0 0 0 0 11JO 0.600 a 17.46 18.63 0 0 0 0 0 0 0 0 W 12B -06w 0.097 se 2.82 Z.78 0 O 0 0 0 0 0 0 1a 13A-2oes 0.201 a 5.65 4.41 88 88 515 386 0 0 0 0 x- G 2A-2ov 0.390 s 11.06 13.94 0 0 0 0 0 0 0 0 13A-2ucs 0.201 w 5.85 4.41 9 9 53 40 51 51 300 226 2A-2ov 0.380 w 11.06 36.13 0 0O 0 0 0 0 0 2A-2ovd 0.380 w 11.06 37.80 0 0 0 0 0 0 0 0 12C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11130 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 172 172 130 244 33 33 25 47 F 22A4pt 0.989 28.78 0.00 156 29 835 0 28 11 302 0 61 c) AED excursion 142 44 Envdgm loss/gain 2483 1984 900 435 12 a) Irdtlration 672 181 232 73 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 SWIcial Om 6 to 13) 3064 MA 1133 509 Less mdemal load 0 0 0 0 Len transfer 0 0 0 0 Redstribttion0 0 0 0 14 Subtotal 3054 2164 1133 509 15 Dud loads 2096 36% 603 770 2096 36% 224 161 Tole) room load 36W 2934 1356 689 Air reepred (dm) 162 124 60 29 Calculations approved by ACCA_t_o_meet all requirements of Manual J 8th Ed. A wrightsoftt- Right -Sale® Universal 2017 17.0.16 RSU24007 - 2017 -Mar -311 16:34:33 5 tin Tks1MSWEST%61OLocustAve161OLocustAve.rup Cdc • MJ8 House faces: E g FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number. Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. O 401.5 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and cored before final approval of the building for occupancy. Florida low Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information Indicating the energy performance level and efficiencies of components Installed in a dwelling unit The building official shag verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 8402.4.1 Building thermal envelope. The building thermal envelope shag comply with Sections R402.4.1.1 and R402.4.12. The sealing methods between dissimilar materials shag allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed In Table R402.4.1.1 shag be Installed in accordance with the manufacturer's instructions and the criteria listed In Table 402.4.1.1, as applicable to the method of construction, Where required by the code official, an approved third party shall Inspect all components and verify compliance. R402A.1.2 Testing. The building or dwelling unit shag be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shag be conducted with a blower door at a pressure of 02 inches w.g. (50 Pascals). Where required by the code official, testing shag be conducted by an approved third party. A written report of the results of the test shag be signed by the party conducting the test and provided to the code official. Testing shag be performed at any time after creation of ail penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shag be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shag be dosed, but not sealed beyond intended Infiltration control measures; 3. Interior doors, if installed at the time of the test, shag be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shag be dosed and sealed; S. Heating and cooling systems, if installed at the time of the test shag be turned off. and 6. Supply and return registers, if installed at the time of the test, shag be fully open. O 8402.4.2 Fireplaces. New wood -burning fireplaces shag have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration aim IeskageWndows, skylights and sliding glass doors shall have an air infttration rate of no more than 0.3 dm per square foot (1.5 L/s/m2), and swinging doors no more then 0.5 dm per square foot (2.6 Us/M2), when tested according to NFRC 400 or AAMAANDMA/CSA 101Q.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: She -built windows, skylights and doors. O 8402.4.4 Recessed lighting. Recessed luminaires installed In the budding thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 dm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. Ag recessed luminaires shag be sealed with a gasket or caulk between the housing and the interior wag or ceding covering. O R403.1.1 Thermostat provision (Mandatory. At least one thermostat shag be provided for each separate heating and coding system. O R403.1.3 Heat pump supplementary heat (MandatoryHeat pumps having supplementary eledrio{esistance heat shag have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating bad. O R403.2.2 Sealing (Mandatorylkil duds, air handlers, and tiger boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers, shag be constructed and sealed in accordance with Section 0403.2.7.2 of the Commercial Provisions of this code and shag be shown to meet duct tightness criteria by post -construction or rough -In testing below. Duct tightness shag be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 dm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shag be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 dm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g. (25Pa) across the system. Including the manufacturer's air handler enclosure. Ali registers shall be taped or otherwise sealed during the test. If the air handler Is not installed at the time of the test, total leakage shag be less than or equal to 3 dm 85 Lhnln) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test Is not required for ducts and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 3/31/2017 3:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavltles (Mandatory). Budding framing cavities shall not be used as duds or plenums. 0 8403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., 8403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory]. Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shad consist of either a commercially available heat trap or a downward and upward bend of at least 3'A inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403AA.1 Storage water heater temperature controls 8103.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shad be from 100'F to 1401F (38'C to 60'C). R403AA.1.2 Shut down. A separate switch or a dearly marked circuit breaker shag be provided to permit the power supplied to electric service systems to be tumed oft. A separate valve shag be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403AA.2 Water heating equlpment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shag satisfy all stated requirements for the appropriate water heating category. Solar water heaters shag met the criteria Section R403.4.4.2.1. R403AA.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shag be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 0800, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tiR angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. E3 8403.6 Mechanical ventilation (Mandatory). The building shag be provided with ventilation that meets the requirements of the Florida Budding Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shag have automatic or gravity dampers that dose when the ventilation system is not operating. p 8403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equlpment sizing. Heating and cooling equipment shag be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on budding loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (d split system) shag be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shag not include loads created by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total bad, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturers product Ones. The corresponding latent capacity of the equipment shag not be less than the calculated latent load. 3/31/2017 3:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.41A.1 Cooling equlpment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shag not be used for equipment sizing. Manufacture's expanded performance data shag be used to select coding -only equipment This selection shag be used to select coding -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower dm provided by the expanded performance date, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shag be for the Indoor dry bulb and relative humidity used for the load calculation and shag be adjusted for return side gains if the return dud(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that Its coding capacity Is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more then 1.15 times greater than the design coding bad. 8403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shag not be less than the design bad calculated in accordance with Section R403.6.1. O 8403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shag have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system Is utilized to provide cooling or healing to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shag comply with Sections 0403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -mel ing systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature Is above 40•F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and Inground spas shag be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSVAPSP-15. The energy requirements for portable spas shag be in accordance with ANSVAPSP-14. O R403.9.1 Pool and spa heaters. Ali pod heaters shag be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting o8 the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fined pool and spa heaters. All gas- and oilfired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pod heaters fired by natural gas or LP gas shag not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shag have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pod heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shah be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 8403.9.3 Covers. Heated swimming pods and inground permanently installed spas shag be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Msndstory] A minimum of 75 percent of the lamps in permanently Installed righting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently Installed lighting fixtures shalt contain only high efficacy lamps. Exception: Low -voltage fighting shag not be required to utilize high -efficacy lamps. O 8404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shag not have continuously burning pilot lights O R405.2 Performance ONLY. Ag ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of R -h. O R40&2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/3112017 3:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 610LocustAve Builder Name: MS WEST Street Permit Office: City, State, Zip: Sanford , FL , Peril Number. Owner Jurisdiction: 691700 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped coiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subftoor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity SDaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have sketed doors 3/31/2017 3:37 PM EnergyGauge® USA - FtaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages(may be greater). 0 Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report(usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Foran R405 Duct Leakage Test Report (usually one page) 3/31/2017 3:36:03 PM EnergyGauge®- USRCSS v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 6101-ocustAve Builder Name: MS WEST Street: Permit Office: City, State, Zip: Sanford , FL , Permit Number. Design Location: FL. Sanford Jurisdiction: 691700 Cond. Floor Area:: 1195 sq.ft. Cond. Volume: 10516 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures; 2. Dampers including exhaust, Intake, makeup air, badrdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, it installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, If installed at the time of the test, shall be fumed off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL; DATE: 0, -11KE STgr fit 3/312017 3:38 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 0 io im Vmv V40Y IF" WOO Of" 242 red szolo C:ttf" by OTE 10 BOIV kwst PPAV He LW U..TRIC-I.ED Mt'fIJ'PAIimL.E TrOwFit duc =/(s sled -k1 cp crilthFterWoRoilrotlolTP410m) C .'-M)6b?.4 WlonctO, rittilro q,; EXCIPT1014S 1-3 FLOOR PLM' 6CAU-lAO+.r4' I Must how a ntnhum ctearantO of 4 Inches around the aiA liaraer,,peo- the State Energy code. Ad "t hat ion r--6- lnSWbtlOiv RECORD COPY O 4' b4th dQti to roof, cap Fon-H Nutohe light 42X4.8, A/C,- SLAB BY BUR MIN 2i FROM 4-" *"-*X+ V410 . to, rwF r6 -P uj 0' 'L I "( I DING izitle top O\ v 4- SPN 0 0 F- U LLj CD JEN'& 40 130 CALNZW6 12X6 Ind f4p iso 146 P2012-1 rho, 0 W6.06-0 16x16, rog 149 3' bath duct` to roof c4p Wan 144 kd Nu.tone 696RNB 0" " two .. i * 0 io im Vmv V40Y IF" WOO Of" 242 red szolo C:ttf" by OTE 10 BOIV kwst PPAV He LW U..TRIC-I.ED Mt'fIJ'PAIimL.E TrOwFit duc =/(s sled -k1 cp crilthFterWoRoilrotlolTP410m) C .'-M)6b?.4 WlonctO, rittilro q,; EXCIPT1014S 1-3 FLOOR PLM' 6CAU-lAO+.r4' I Must how a ntnhum ctearantO of 4 Inches around the aiA liaraer,,peo- the State Energy code. Ad "t hat ion r--6- lnSWbtlOiv RECORD COPY O 4' b4th dQti to roof, cap Fon-H Nutohe light 42X4.8, A/C,- SLAB BY BUR MIN 2i FROM 4-" *"-*X+ V410 . to, rwF r6 -P uj 0' 'L I "( I DING LLJ O\ v 4- SPN 0 0 F- U LLj CD Ro.tin-g cc LU > wo llu- O 5. < Ga 'EL -i U) 0 C 25.V Ex. EX. 25.1' 25.2' PRO. EX. O 25.1' r PRO. 25.1' EX. 25.0' PRO. ADJACENT STRUCTURE _5p' p 24.9' 25.1' PRO. Ex. I 24.6' PRO 25.0' PRO. 24.1' PRO. 25. o.tta EX. rata ALLEY WAY 25.5' 64.00' 25.2 EX. EX. 25.4' PRO. 25.1' PRO. 25.2' PRO. PROPOSED ONE STORY SINGLE FAMILY RESIDENCE PROPOSED F. F. 26.4' 24.1 I ` PRO. L IDEIUL 21.33' 24.6' PRO. 64.00' 24.9' EX. 54.00' 4.Y EX. 25.0' O PRO. r 25.1• _ 24.6' ADJACENT PRO. STRUCTURE 1.50' EX. 24.5' PRO. 24.4' PRO. EX. 24.53' EX. 24.6' n-ta 24.0• cis D•- 23.i1' ym EX. r -m -ttm- EX. W•- j 24. LOCUST AVENUE (PAYED Riw) 23.6' CL- a-•-•-•-------•----4-------•----------- - - EX. - 4- LOT DRAINAGE FLAN SCALE I% 20' SCOPE OF UJORK Construct a new one story, single family residence on a now vacant land parcel. The new structure Is to have a concrete slab on grade foundation, with concrete block exterior walls. LEGAL DESCRIPTION LOT 3 BLK 8 TR D, TOWN OF SANFORD as recorded in PB I PG 56 In the Public Records of Seminole County, FL Parcel ID 025-19-30-5AG-0800-0030 Otherwise known as: 610 Locust Avenue. Sanford, FL 32111 RECORD COPY r-a --- O r EXISTING EDGE OF ASPHALT CL ---------------- I I ALLEY WAY m CL 0- O M C O N >+ 0 C O In O " N w M O N 3 cO0 .. E c V% d ` C iL E a w 54.00' -5-0 j V C N w ON r M D O C l0 C O N O O N N O r_ Y 0 PROPOSED I 1 ONE STORY 1 I 1 1 RESIDENCE 1 qy aj a.iA 1 7 1 t 4.66• LJJ E 1 to 10.00' 1 L J 1 1 WATER 1 IIEPR EXISTING EDGE OF ASPHALT CL ---------------- I I ALLEY WAY m CL 0- O M C O N >+ 0 C O In O " N w M O N 3 cO0 .. E c V% d ` C iL E a w 54.00' -5-0 j V C N w ON r M D O C l0 C O N O O N N O r_ Y 0 PROPOSED ONE STORY SINGLE FAMILY I ' RESIDENCE aj a.iA I- t 4.66• LJJ 11 E to 10.00' L J IDEWALK E O -4 2.1.33' a0 ao 64.00' CONCRETE DRIVE -*n- TO ASPHALT EDf• E OF ASPNA LOCUST AVENUE (PAVED RAU) 4 --------------- .------------- 4 - 0 1/2SITE FLAN T.S. Chehal - SCALE i"- 20' Llcanead Prord"I I Erglnem - 531 South SR 434 ' Altamonte Springs, FL 32114 - 401) 521-5551 Fan (401) 521-5434 PE 004OW ij BOUNDARY & TOPOGRAPHIC SURVEY PROPERTY DESCRIPTION: LOT 3, BLOCK 8, TIER D, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I I NO - 2..97 d I I I roup No1 L. N0' LD. EP. 049'N.t 21,7 1.0 E. 4J' 01 - 1 F0 IA. No I.D Dow IL t a»• L I I Nc . I 25.50 I ram 5/I. 1 R. Np I.D. nlapIv bI p 010 R- EP. 2290' 23 o0' I •c - CL No 23 38' 2138' LOT 2 2. N'0 2J lC 1 BLOCK B I TIER D171II FORram6 1 pa I 1 S89'S0'29'W 117.00'(P) I FOUND 0 iE . EP . 111.60• (M) 1 No'..0. I ?• 2a 2323ilr NG ^ NC21.5 -0 1 ` 24 7]N I\ NL: - $ LOT 3 2•. 5Yo ` I n - m 27 ESI' - BTLO CpI(+B 2"c.,.0 W i%aI• aro 2. 11' 2..27 O 23. CO 8 ` I V! j m P FOUND a m NG -0 OND . 1/2• IN. t CAP a - 25..7 2S Dy 105382 to 59 1% 24 3V S89'50'29'W 117.00'(P) ion ,' ' :` 24 1'2 0 "'i. aDVE 2. 113.21' (M) I :'I'-`:' LOT 4 I I BLOCK B 1 TIER D 10NoI( 2343- FT 5.7FFELEV - 27.99' FOR NE90ENOE F912 I I ' 2..938 74 SIG LE'CE'ND.• O - DELTA/CENTRAL ANGLE A/C - AIR CONDITIONER BB - BEARING BASS (ASSUMED) C - CALCULATED CH - CHORD CS - CHORD BEARING CBW - CONCRETE BLOCK WALL CL . CENTERLINE C.M.. CONCRETE MONUMENT CNA CORNER NOT ACCES98LE CONC. - CONCRETE COV. -COVERED D - DESCRIBED d/D/O - DOING BUSINESS AS D.E. - DRAINAGE EASEMENT ASPHALT - BRICK y.^- - CONCRETE - PAVERS UNE BREAK CENTERLINE 0BSL - - - RIGHT-OF-WAY LINE BUILDING SETBACK LINE v——a—s——a— PVC -VINYL FENCE/VF o—o—D—o—o—o—a— a WOOD FENCE Wi CHAIN UNK FENCE/qF OHU — GNU - OVERHEAD UTILITY LINES DATE- 09/28/07 ZONE. )( CERTIFIED TO. DAMS D.V.E. - DRAINAGE & UTILITY EASEMENT EC EDGE OF CONCRETE EP - EDGE OF PAVEMENT EOW - EDGE OF WATER F - FIELD FT ELEV . FINISHED FLOOR ELEVATION R - FLOWUNE I.D. a IDENTIFICATION I.R =IRON ROD I.P. a IRON PIPE L = ARC LENGTH LS = LAND SURVEYOR LB - LAND SURVEYING BUSINESS M - MEASURED NG = NATURAL GROUND OR -RADIAL O.R. - OFFICIAL RECORDS P -PLAT PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PCP - PERMANENT CONTROL POINT PI - POINT OF INTERSECTION rQI - UTILITY POLE O . SET 1/2' I.R. s CAP LB /7020 Q - FOUND PROPERTY CORNER 0 . FOUND CONCRETE MONUMENT Is - WELL O 0 - UTILITY RISER a = GAS METER a LIGHT POLE CUYWIRE Y V - FIRE HYDRANT ® - WATER METER ADDRESS: 610 SOUTH LOCUST AVENUE SANFORD, FLORIDA 32771 Bradley Cox & Associates Land Surveying C A v:) W. Lam JTrect14v:) Sanford, Florida 32771 Phone(407)323-9202 Fax (407) 324-9661 Q W W W.BRADLEYCOXSURVEYING.COM DRAWN BY: RO CHECKED BY: BC FIELD BY: JB FIELD DATE:)03/03 REVISIONS: POB s PAINT OF BEGINNING POC - POINT OF COMMENCEMENT POL - POINT ON LME PRC - POINT OF REVERSE CURVATURE PRN - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR h MAPPER PT - POINT OF TANGENT R - RADIUS RAD - RADIAL RP - RADIUS POINT R/W -RICHT OF WAY S/W - SIDEWALK TBD - TO BE DETERMINED TOB - TOP OF BANK TYP) . TYPICAL U.R. - UTILITY ROOM U.E. - UTILITY EASEMENT WM . WATER METER WPP - WOOD POWER POLE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 NOTES: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (BUILDINGS, FENCES ETC...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL -QF A FLORIDA LICENSED 1 HEREBY CERTIFY THAT OF' DESCRIBEDCall 7 PROPERTY WAS PREY MEETS THE MINIMUM FLORIDA BOARD OF Y CTFSSE CUL V190N AND TH BY THE MAPPERS IN CHAPTER SJ -17, CHAPTER 472, FLORIDA ANT TO c. AItlP 3 BRADLEY G. C 67 CERTIFICATE OF AUTH TION LB 03/13/17 DATE 7020 RECORD COPY SHINGLE LOADING 139 .m:p.h.:ANO E00SURE C FOR.;. 12 PLUM'S Ci1Tl I TYRICAL TRUSS END ALL E,EA AT,S•f OTHERS UNLESS 'NOTEO 0T1 LAYOUT ALL ROOF TRUSS, HANGERS! ARE SIMPSON HUS26',OR• HCUS26 ANEj ALLIFLOOR HANGERS'AAE HHUS46 UNLESS NOIEO OTWERYASE. C I4e164i 12 HUS26 n'z1ChT NOIES. . 1IGUS2 NOTE b ATTENTION. APPROVA: OF TNG TFUSSl LAYOUT .IS NECESSARY OLFORE fA19RICkTI0NI CAN ¢EGET, VO4Y SP,44% A1I04ES; OVERHANGS, k dS AND BEARING •COUCIT10pS. ACCEPTANCE. OF MIS LAYOU? ASSU1!ES TOW PESFONSMIUTY. TRUSfiES vgLL eE &LILT PER. THG, LAYOUT. ROOF FLOOR TRUSS TRUSSES AC -CU -SPAN TRUSS CO. 117-321=1 440 / a86 - on- 50981382-687-Igot LOatI:R000 i wlOtiD 13enal AfAstOT'IT: SCOLt_ Wesl nlEe4u ,R.irl n=a LOcUsf Ave— SaT.fa TS. Mwiir (MIKE T 158318 RECORD COPY This document has been eleetronk&W signed using s Digital Signature. printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 3283r H• Florida Engineering Certificate of Authoriution Number. •••• Florida Certificate of Product Approval N FL1999"C;••• Page I of I Document ID:I VZ7408-ZO717135722TOa81 t Truss Fabricator: Atxu-span Truss Conpany r . Job Identification: 15819 -/NEI RESIDENCE -- 610 S Locust Ave. SANFORD, L '#277gAlzq q .. _ • E-610 S Loc Truss Count: 82 Model code: Florida Building Code 5th Edition (2014) O •.•4 ORIOo Truss Criteria: TPI-2007(STD) :`s •+ r«.• Engineering Software: Alpine Softmre,Version 15.01. s"01VAI Structural Engineer of Record: The i dent i ty of the structural EOR did not exist as of MMtta Address: the seal date per section 61G1S-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF e 1.25 Duration Floor - N/A Wind - 139 PH ASCE 7-10 -Closed Notes: 1. Deternination as to the suitability of these truss comments for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shot on this index sheet oust notate the date show on the individual truss conponent drawing. 3. As shot,.[ on attached drawings; the drawing nunber is preceded by: NMR408 Details: BRCLBSUB-1401SEC1-GBLLETIN- I Ref Description Drawing[ Date 1 21570--A1 17076194 03/17/17 2 21571-410 17076195 03/17/17 3 21572--A11 17076196 03/17/17 4 21573--Al2 17076197 03/17/17 5 21574-413G 17076213 03/17/17 6 21676--A2 17076198 03/17/17 7 21576--A3 17076199 03/17/17 8 21577--A4 17076219 03/17/17 9 21578 --AS 17076200 03/17/17 10 21579 --ACG 17076220 03/17/17 11 21580--A7 17076201 03/17/17 12 21581--A8 17076202 03/17/17 13 21582--A9 17076203 03/17/17 14 21583--B1 17076221 03/17/17 15 21584-42 17076222 03/17/17 16 21585--B3GE 17076223 03/17/17 17 21586--B4 17076224 03/17/17 18 21587 --BSG 17076214 03/17/17 19 21598--C1 17076225 03/17/17 20 21589--C26E 17076215 03/17/17 21 21590 --DICE 17076216 03/17/17 22 21591--EJ2 17076217 03/17/17 23 21592--EJ2A 17076218 03/17/17 24 21593 --EJC 17076204 03/17/17 25 21594--EJ6A 17076205 03/17/17 26 21595--EJBB 17076206 03/17/17 27 21596--EJ60 17076207 03/17/17 28 21597-4113 17076208 03/17/17 29 21598-40 17076209 03/17/17 30 21599--CJ2 17076210 03/17/17 31 21600--CJ4 17076211 03/17/17 32 21601--NJ8 17076212 03/17/17 03/17/2017 William H. Krick Truss Design Engineer - 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 o\LOING SANFpRO 2 t,IOCIQ!-/KGw KtJ1UGK1:1t -- DIU D Locust Ave. DANrVKu, rL 3Z//1 - AI) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP H2 Dense Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP /3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wInd BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.17" due to live load and 0.21" due to dead load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6 (R) III 3X6% 3X6(F1)= 4X6111 l" 4- R=1173 U=131 W=7.625" RL=204/-181 15-10-0 _I_ 13-1-4 14-6-0 'T` 14-5-4 28-11-4 Over 2 Supports L'2-0-1 Z R=1210 U=129 W=6.875" Design Crit: FBC2014Res/TPI -2007 (STD) A. -'"'"4.,, PLT TYP. Wave FT/RT=O% O% /0 0 15 ? ' QTY:4 FL/ -/5/-/-/R/- Scale=.25"/Ft. 111MI1IAI01'• IIFAG Iwo MUM ALL AVID A nI111 WMIKI4 LIZ. INMArr• wsllM nus ow11A1 m Au tmreAeloAs IACUA1IlA1 M IOfALLAf. .t ' TC LL 20.0 PSF REF R408-- 21570 Tru.... r.pu lr. •arm ..r• In r frl-1.9. 1u11.11 q, .n1»1q, huu1.1.0 •,.r .r•.1q. Nor- u roll t,. bt•oc w1t1•n •r Ksl tbumq Cry.w"c Sore" Inrorrtl.n, .y n1 .1. aa) for .•r.ql rr: or r O. D 1 TC DL 7.0 PSF DATE 03/17/17 t. rorror•1q clue• f—l•,u. Ino -II. .lull rr.rl.• loopor.rr il-1q ..r KSI. Y•1•.. n.tw rot r '""I """'r"'r 1, ""`"'r "r"`"r.. •1u.u'q .r "" `"°'° " " """''r'r'r'r' BC DL 10.0 PSF DRW HCUSR406 17076184 l ,. g.. 0111 q. L•e•t1pM — r., p.-- I.t•r•1 rMtr•Int or — ...11 tiN .ro.lq I --,I . D vGeW 1S. q .r _I •• .r 11•Y1•. Apply forplotoo- V •.e11 L.. or tru•• .,.. P1t1M u .1r., . •,1e T O IIIU I tM 1.Int 3. 67 o. 61 . . ,tM •W/.1.•. A.r•r t• to ooq ms or hr .t.r•rr rl•t• rw Itd BC LL 0.0 PSF HC -ENG KD/WHKAIr1,u. • rlvl.lwl or In „11r1q Co.r Ill c— or.1r Il of .11.11 ,lot M ror for B— r r •l.r ew l•tl.n fIOIq.Any a lur. o .una w [rr.. 1. Onfor..IN ANSI/TPIrnI +. « for 11rWllq. oAlrrl.......... I ` TOT. LD. 37.0 PSF SEQN- 24213ANRWCOMAWY1,u11•u•.. r.e1q or c.w.•.. 1i"'q' :ir0,s,"ii''.iM11On:'.. 1r" s.AliYiq":lr"'.r'0',.ii:AOe'r'I.I-Now '.e.."1. isC. •"•••NG` DUR.FAC. 1.25 FROM MT 2400 WeOAmpDr, SB&150 r4u/slllq N t11. V11r1q A 1Ar rw A "". , =2. ONA1. Onmar,rt 321137 .o '"` ` '. 9 r" -- r'°' .nr wpo ILCOAYO278 AL/116 .P.—t—oo. m: .trlmc.err: ,IT" ..e1—ttry.e••: ICC ...owr• •rp liffiam H. Kfiek Lic. Number 70 61SPACING 24.0" JREF- 1VZ7408_Z07 03/17/2017 15619 -/NEW RESIDENCE -- 510 5 Locust Ave. SANFORD, FL 32771 - Al Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP t2 Dense Webs 2x4 SP 93 Lumber value set "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load Is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. n ——ro•Nrn rent rrlua INesrt ,Inane . n,w.c.nuel ellnlelrrrn w me tlee 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC • 24" OC. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6 (R)111 4X6=- 3X4(A1)r= X6= 3X4(A1)r= L<1 -4 -Oso I 1— 12-1-8 _1_ 4-6-14 _I_ 2-7-0 p 3 8 19-6-14 Over 2 Supports R=827 U=221 W=7.625" R=728 U-232 RL=200/-56 H=H1 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) Fi, ;!4*,,, PLT TYP. Wave FT/RT=096 096 /0 0 15 QTY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. tARN rNGI•• wro.o FOLLaN w orfs a rills awls41 IgrAln•• nM THIN swIND TO ALL 071IW.7 M If.UpINN M IOTIIUM. 4 s TC LL 20.0 PSF REF R408-- 21571 Tru•••• r•p,lr...er»• e.r. Ie r..rltatl,q. IUMuq. •I,lylny. Ce•prnt 3-1-Y byroI.t••t »Iden er .CSI (Nu1IOIp Inr•rs[Ien. ITrl nr ••f•ty rrretl M rP, rn. NTC) np •ro •.»I,,...nr t.. ..II • O. OS 1 TC DL 7.0 PSF DATE 03/17/17 to MrNr•InN trot nIIGtloro. IroYll•rr troll W«I» t••r•ry r•elp r.r SCSI. Nnl•rr tutee e I te erore •ro 11 row prer•rly Kt•en•e •ereeta,r•1 •Irtnlp •.•tt eroro •roll row • rl.r.rly . axle c.ul,q. L:.ue,u •ro.n w r..nw,[ Lwa r»va..st .r ..e..n.n Ir•. e..elA IALII» BC DL 10.0 PSF DRW RCUSR409 17076196 Na.110. •• rrrlle»I•. .V01r rl.[.. V •rel, r.e• •f t,w• w re.ltl.n •• .le.n .ro tro J•i/R Yr[rllr. Y.I••• rot•. •tn•r.l». Ihr•r V .r•r l,p• 11M-2 rot es•/drd rl•u prlv. T OdS BC LL 0.0 PSF HC -ENG KD/WHK 1 Iro • avI•len er In WI lap Ce+ouner ore.. Iro. •roll roe » r•rronrl.Ir 1q •ry •.•I•a on r r»Ip, uy f.l lir• - -114 .aIle W [tett In evMrr I ss.- ANSI/TPI 1. er r.r s nil. e. .I,I»Ip. AN IrWCOMMNY Irot.11.t,•n..r»I e. [r,,..... ir••"ris , TOT.LD. 37.0 PSF EQN- 24185 r.W-16 aq-»•1..1y'Nrn twlp. INY '~ 7moo •" btu : It -lissiY.11l iq YIO - er th1. b lA -W FsS/pNAI. 24M We OWV Dr., SmN 130 8.11.1r•.Nwrl•Illq.1 tn• ,19 N••Iwrp- 111E1/rrl 1 2-11. r ENG DUR .FAC . 1.25 FROM MT PACING 24.0" JREF- 1VZ7408_Z07Orhail,FL 32137 i.3e•r 9.-1 w e•9• •1r t ». elm». F -»•• Inr.,..tlr„ • "• FLCOA10278 AL IN[: Iylrolt..e•.: 1 I: .t.Irot.erN: NrrA• ...tltd,rery.t»: 10C: ..r...r9 illiam H. Krick Lic. Number 70 615 03/17/2017 1b01tJ-/1ttw K[b1UtNUL -- blU b Locust AVIS. SANFUKU, FL 32771 - All Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #12 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP Y3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flet TC a 24" OC. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4XIS(R)% 3X4m 2X401 3X4(A1)o Lci -4-(a) 10-1-8 "I- 6-6-14 "l 2-7-0 p 3 8 19-6-14 Over 2 Supports R=827 U=228 W=7.625" R=728 U=226 RL=169/-50 H=H1 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) Li, -'*&. PLT TYP. Wave FT/RT=096 096 /0 0 15 ti QTY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. IIRMINGI•• A 11 AM laus ALL 1111713 os111I owlN'.IIAPlRTIYI111 /)WAIN) IATA OWIi lW ALL 1111713 IOtW IiLOII lls IIOrALLAlW. r• ••; TC LL 20.0 PSF REF R408-- 21572 Trw•.• r4, ... ..er s ur. In rMr. utl,q, rrrol 1p. _."',.0. .—W I.m ua .—Im. U., to tel l ro bMt .e.tl..1 ACS: (Wllel,y r.."t LfHy I.r•r[I•n. a nl ole WIG) ft, wroty p i lar r O. D 1 TC DL 7.0 PSF DATE 03/17/17 1,_ a tn.w rumtl_ I --I I.r• .rol l e•«le• toao.r•ry .—am e•r .CSI. rn1.•• rote • top .rote •lull 1u.. e..", ly .tt•.roe •tN•tur•1 ou _Im •ro ..t troro -1 .•.• • rr•••rly ay10...a.m. l.e•t.... •lu•. ft, pr—,.ot robr.l ,.•t... -.r wb .-.......ro:bq .rota I- 1 BC DL 10.0 PSF DRW HCUSR408 17076196 d19tlou q, q or He. •. %oll Nb. ll••ly yl•t•• Y .•e. I•e. of true• •ro plel•n •• .tl • roro1•In[ 3.t 87 o unl.•. rotes-I..lw. ..Par t. to 15011•) rot .c•,a.ro 1•t• •N ltlou. 0' ' 1 1 ro. • Olt... of I7• WI loam 0w elwt• ON" Iro. •ro 11 rot •• r.•poul•1. ter •q a vl.tlon r T O BC LL 0.0 PSF HC -ENG KD/WHK Im. •q r.11YH Pa WIIr tro true 1. tv.ro...ro• •IN .11S1/Ifl t. ar fer rrrollp, Mlnlp, SEQN- 24186ANlrwcoPAWln.t•Il.alen.•r.e l.p .. t.,..w. i 1 ,.• TOT.LD. 37.0 PSF I:I I`iLq r i.lroft n. w1~/. IYrI TM •u1 t. Cl lliay .r tlil•„'I•t l: SS/pNAI FNG` SaUML.hOMPOr,deISO ol.Inp, •f is VIIrl.O 0••Iwr .•r AMI/TVI a f••.i. DUR .FAC . 1.25 FROM MT 61S PACING 24.0" JREF- 1VZ7408 207Odw,kFL 32337 FLCOA00278 F.r er. '"..,..""' ... [... J"'. e..•r.l rot•• e•r• •It••: ALPINE: •...•lelro.t.. TPI: -P- .re: Wrfw.....w..rou•try.es: ICC: os. ee..r..er. illiam H. Krick Lic. Number 70 03/17/2017 tI*111tP-/NCw KtblULWL -- OIU D LOCUSt AVB. JANFVKU, rL 3Z111 - RIZ) Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 02 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP a3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 IIva and U180 total load. Creep Increase factor for dead load Is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. Tule ,la: OOVDADrn cutin A11101rrm IICIIT IMAM . n11611CIreltl C111tY1TTCn " Tllomc AICO 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CdWC member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC s 24" OC. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6(R)0 3X4- 4X6$ 3X4 (A1)o cAlf WWl 2X41 3X61 Loci -4-(bJ 8-1-8 8-6-14 2-7-0 013-9 19-6-14 Over 2 supports R=827 U-235 W=7.625" R=727 U=222 RL=139/-43 H=H1 Design Crit: FBC2014Res/TPI-2OO7(STrD) H PLT TYP. (lave FT/RT--O% O% /0 0 15 TY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. f w11N[il •• an M RUN Au Win Ir Wills w0fal.` 1lalANl`• R11111111111 TWOS 111111111110 ALL 111MA61110 TIB SUMAJOs. f r : o TC LL 20.0 PSF REF R408-- 21573 Trv... '=.. r. at, u,. In h.,1utl,.e. Il..a lq. •41AI,q. I—:18.0 .,.e .r.e Im rr., u roll bt.•t ..Itl.n ty InLr tlen, ti " w "W= ..Try pool KI O. 1 TC DL 7 .0 PSF DATE 03/17/17 eorle,sl..e tlrr Il.stle... I.bl.11w• wll M«I_ t_Pr.ry N_I,.y W SCSI. 1I•I.o. ,btd . Iw olbrr Noll Ib.b er•r.,ly tt..Ibe -_'.1 . tl.l,v ..e o. _ t _ .1..11 rty.r ly t I/ rlele e.11l.y. 1.e tlsb ol,...../ e..>.,It I.t.r•1 r..t,.1,K .f ..•b .11.11 Iw. w.e11 I.bt.11•. BC DL 10.0 PSF DRO WAISR408 17078197 A a n 2 IN W. n K e,O. p .eell.Yl.. Alo.ly Poole— Y ..el. r..• N tw .,,e a-ltl.. Y •1.1.1 •e.... tib Joint e.t.11.. 1.1•Y .btw otl,.r.l... ..M t. enelly. 190A.t rsr •t...ere .— ywltlw-. S T @ BC LL 0.0 PSF HC -ENG KD/WHKLL LS AN Ir1V COMMNY Ielti. ..Irl.l., .r T w.I— t CO"1. _ IMbP I,b. Ybll ,bt r ,.ysbl.l. l$. . awrl.tlw r. Alnr. •.v r.111so t. f t'o tib t,1bo In m.r..b. oltw ANSI/TPI ,. K n, wrlln0, Y11pP1,. 1..411KIw • v.eln0 .. trlbw. ti• A I+ .r' I.. TOT. LD. 37.0 PSF SEQN- 24187 e.el w ab ally r .er• e Illltlq Olb en.1. Ilrloom N sn1Y I~ wel.brlqrsrn'I, =4 s .. e.ao1 . Tl...le I;fw t 1`L's,.. 1. G\ S/Q L at=DS150 2 IM,1r O.IM11d..60-.W— 0- *Mimi t 8-2. DUR .FAC . 1.25 FROM MT 61S PACING 24.0" JREF- 1 VZ7408_Z07RCOASOM 1. J_•. e`""" b"""' lF :— T 1: MA "' a: "' AL/IK- I.In..t..e: .t In.t..y: :..M.1,Ybtry. a: .ICt..r....y illiam H. Krick Lic. Number 70 03/17/2017 I tll•J-/N[ KLJIUCNIa -- b1U _N Locust Ave. SANrUKU, rL 3Z111 - Al blue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP I2 Dense Bot chord 2x4 SP I2 Dena Webs 2x4 SP /3 :24 2x4 SP f2 Dene: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.-1.25 / Plate Our.Fac..1.25) TC- From 65 pit at -1.33 to 55 pit at 6.00 TC- From 28 pit at 6.00 to 28 pit at 19.67 BC- From 4 pit at -1.33 to 4 pit at 0.00 BC- From 20 pit at 0.00 to 20 pit at 6.13 BC- From 10 pit at 6.13 to 10 pit at 19.28 BC- From 20 pit at 19.28 to 20 pit at 19.57 TC- 275.94 Ib Cone. Load at 6.03 TC- 141.07 Ib Conc. Load at 8.06.10.06.12.06,14.06 16.06,18.06 8C- 256.83 Ib Cone. Load at 6.03 BC- 107.20 Ib Conc. Load at 8.06.10.06,12.06.14.06 16.06.18.06 NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 4X6(R)% THIS DIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS 6R. 2 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord: 1 Roe :12.00" oo..c. Bot Chord: 1 Row :12.00" c. Webs : 1 Row : 4" o.c. Use equal spacing between rows and stagger nils In each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt. ASCE 7-10. CLOSED bldg, not located within 4.60 ft from roof edge, RISK CAT 11, EXP C. wind TC DL.4.2 Fist, wind BC DL -5.0 psf. GCpl(+/-).0.18 Wind loads and reactions based on MWFRS. Right and vertical not exposed to wind pressure. J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC : 24" OC. Bottom chord checked for 10.00 pat non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.50. 3X4= 4X6- 3X4(A5R)s m1 03/17/2017 2X4M 3X601 L<1 -4 -Qat 6-1-6 10-6-14 2-7-0 -OP3-8 19-6-14 Over 2 Supports R-1519 U-452 W-7.625" R=1550 U=425 H=H1 1111411"' Design Crit: F8C2014Res/TPI-2007(S17D) H• %, PLT TYP. Wave FT/RT=O% O% /0 0 15 TY:1 FL/ -/5/-/-/R/- Scale =.375"/Ft. ARNINOW WM ANO FAIR ALL MM 4 TNiS R =1•t IlQTAn•• rl lml rwm MAID m ALL mluelmlw IQIm44m to IrTAum. t TC LL 20.0 PSF REF R408-- 21574 DATE 03/17/17l` .trt`•'::I",1(11.I49Irorap- Sr..y,,: '.M: .; :. A)` »'rte P-1 Pr 0. 08 1 TC DL 7.0 PSF rwf•,.Iq tl.•• rNstl•q. Irt.11•1• wll rfwlr trt.f•ry .rrlq .M ltbl. IY.Ir• n.t•r Ir DRW HWSR400 17076213tt.f. rrll r» r,q•rl o .tttelr..a..e,r.l -.twig w W ileo t-011. wlllq. 1•rtlq• sur /r rr..11rt I.tw•1 rwtf.11K of .tr wl l A•Y. rslq Mull•. 8C DL 10.0 PSF a n0 Iw n. q tr Ato. r •rrllerb. Ar If rbtr b ••rw Itr• N tr,• rr r••Itlr r w.. rwi. i•IIK mr.11•. 1/,IM rtr •ar.•Ir. MI•f r F Iq• tmat•t f•r •bll.•r. rl•L rrltltr•. rlr/r. -1.1.1./2 11n w1 1.110 f9-0ay., r.rc• oo 11"e. l l.tl. r S T O BC LL 0.0 PSF HC -ENG KDMIKLLL M RAW CbOARAW r --p-lite..l• w wl -p-lite. q r I.Q.•` wry ft.. -.f. r b.11. tr tnl•• I• •..ft- •It11 ANSI/TPI 1. K ror 11e"$I e. .Mprlq. Irul1•t1r . Mrlq N sur.. 1 rG TOT. LD. 37.0 PSF SEQN- 24209 1 MI.':"* r r.•.r /ltltlq al. r llm lr11rtl e.lnlrrrrm. .r /r.1t.r4w/ A111M.11q 1wIN 1It, rb1F *r n. .1' tral. nr .111111.1 Iq .1r r r b r lq ... 11Atwtt•. 1. pNA DUR FAC 1.25 FROM MT24001ateOned,Sdre ISO n tsl.luq N t/. b1Ulq Irl:tl• rr Alalm/ t ir.:. 615 PACING 24.0" JREF- 1VZ7408_Z07a11mA< Iw1 FILa: CDAeoln xi_`""'°' ' ""' ' °' '"' `- " AV11tc: .Irlrlt-.•.: m:t..,. cru: ..rl,l.,.try. I-Ir..f...q iWam H. Krick Lic. Number 70 03/17/2017 0 bU19-/NLW ML51ULNCL -- 670 5 Locust Ave. SANFORD, FL 32771 - A2) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 42 Dense :61 2x4 SP 01 Dense: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC • 24" OC. Deflection meets U240 IIve and L/180 total load. Creep Increase factor for dead load is 1.50. THIS DIG PREPARED FARM COMPUTER IVW (LOADS A DISMIGNS) SUBMITTED BY TRII&S MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wInd BC OL=5.0 psf. GCpi(r/-)=0.18 Wind loads and reactions based on MIFRS with additional C&C member design. Calculated horizontal deflection Is 0.16" due to live load and 0.21" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. MRS loads based on trusses located at least 15.00 ft. from roof edge. M(F1)o 4X61u I" 4 3e L.2 -0-1&j 14-1-8 -9-0 14-0-12 11-3-4 28-11-4 Over 2 Suppor R=1174 U=159 W=7.625" R-1212 U=160 1=6.875" RL=185/-161 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) pp H. PLT TYP. Wave FT/RT=096 096 /0 0 15 7., •• QTY:1 FL/ -/5/-/-/R/- Scale =.2511/Ft. 11MINGI•• ft* AM RUN ALL OM a 11113 coIOIMiI EMIardMr-• wu1a1 nus orlo io Au wnaalm Isuolo ni Imu m. TC LL 20.0 PSF REF R408-- 21575 i.1—. orsl. 1•f.•t •r 1Cs1 (0.11 el•p C•.p1r,t Sr::;!*••p, Lt.,scl•n. y 1 1 .,1a nu) ro. wr.q •r -u ..1 . 3les 1..0 C- ptlrq. lu". .11..E p. I,.t.11 Ip •"° ..-I q. "•..' ` roll o. 08 1 TC DL 7.0 PSF DATE 03/17/17 c• w•...a,o .lo•. n.ou•,.. )—"$I..• •Lu rNIN e.....s •••alp w. wl. umoo ,oar . 1 031 •.s..l.• .""` r.l •11••e111,y w reee. •Baro wl l "• .. ""•rl' K rl l. plll,l. (ae•tlpn •luwl M1r ••r.•, , &—,.I r—Cr.l•t oI — .11.11 lulu M -Ir; 11 YIIr 3 BC DL 10.0 PSF DRW HWSR406 17076186 12— LI pD o.uil. rli...ro»c. all• wl l••A»I"I., - i'1"0• ,r••ia•i rr .c.• ••r..a pl- P- po S T O . / - t` BC LL 0.0 PSF HC -ENG KDMIK 1 i.lrc AIH.•. . 101.1.1— .. In ..11•hw..e0C.o• O,q I-. ~1,ec •• •••r.l+I.1• ..r wry ..1.btle• f wlq. •wJl /.11.r. v Y,11. t10 eN• In —Io— •IN A.1 1 1 1, — br —11,0, "IPP re. t1' SEQN- 24183ANIrWCDMAWY1A41I".— • •.-119 o/ wr•. 1 ,. TOT. LD. 37.0 PSF lil I•III 6 rINN tl No 1•i 110 C 1i .11 4.I17, 1 :rho. wl • t pM ll m@l,N 11 s • •"• ••• i` Sroi Al.ENZ1ooBattOIuKeDl, Slit 150 1.1/10.../..,11.11. u..l, Aal= c clo.t. DUR. FAC. 1.25 FROM MT 1SPAC I NG 24.0" JREF- 1 VZ7408 ZO7oemilk LCOAL 271EtLonwrn ALPINE • lyl.1t. m `171:—I.IltP—t —q 1• —1— ped l yqrye- WC. 1-1mo•ft-9 illiam H. Krick Lic. Number 70 03/17/2017 11a01V-iKtw Ktb1utK(a -- biu a Locust Ave, bMt-uxu, M Jz111 - AJ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 112 Dense :B1 2x4 SP I1 Dense: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. NWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X8= THIO Mr. PDrPAU n F91r1 FriWIMD 104tr IMAM • n1161l IMU C MMITUn NV TY1Kt 160 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(*/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.16" due to live load and 0.21" due to dead load. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Deflection meets L/240 live and L/1BO total load. Creep increase factor for dead load Is 1.50. 5X6m 3X6(F1)o 8 vAo_ e 12-0-07-8-0- - J— 9-0-0 s 12-1-8 1 4-9-0 T 11-9-8 28-8-0 Over 2 Support 0.045 1 1-2 R=1170 U=340 W=7.625•• R=1069 U-305 RL=136/-120 H=H1 nN Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 }. ••OTY QTY:1 FL/ -/5/-/-/R/- Scale =.2511/Ft. WANIN()1— KW MW FCDA AU MU a MIs wwIMITCWMAXr• MWAN m12 0101M to 1111 m INCUeli ire fora a. t ' ; 'F6 LL 20.0 PSF REF R408-- 21576 7r•e.. _W11..Rrr, r,. In rM,rlrt,nr• nullq M•I.rl,q, Irt.11lnr M- errinl. bM r AI I 0. 0 1 I.t1.i -,.I- .. N39 (1u,lr l,y C.,.a f.=r IMs, VX q 711 Mm 00) M Mr.Q.'rrtl .rl r TC OL 7.0 PSF DATE 03/17/17 ft -In@ t1,... r1it.—. Iwt ll.r..".11 P-1- t q—.,V eery@ 1.r .Cfl. IY,1... rot- .t 1 DRW NCUSR408 17076199 Iles N,.t1 r,. /Iq.r11 Kt.Crr .tniter.l r..n•„Ir .,. rtl Ir.e .r,l 1•.... Ira-.,ly r r,yl1 rllll,r. lr.tl.,w .I.s• M r.rr,r,t I.t.r.l fwt,.1,R e1 rr .Irll N..e Nr1 11- BC DL 10.0 PSF I— r .Ir..4r .n1 r Jle. rIr po.. t.el11..r. —I r r- rI loo~n ./.1Not—, t— —r rr.rl„ Ir0I..r ft, w -. III— p-ItI T OaLpD •1-I.r.' 171, 0-0 Ir -ll — r .yo1e1. M " Inns. BC LL 0.0 PSF HC -ENG KD/WHKsw I+- rrinp, w rah”. t. r,11 tar tr... In Imr rte. 11u unlrnl t, K M rrllq. Mlwlp. •... SEQN- 24184ANfl'1N COMMNY Irun.clr . err,q .r w.... 1 I TOT. LD . 37.0 PSF wl r as r/I~/.I == 1~ Tar IYlfrll 10 M ,. /~w ,rtl r 1. ss ONAIFN 21mIJktQ.oOeR,9omt[30 IHllq.r aw. yllrlA OslOrr r /Qlrnt 7 W.f. 1 DUR.FAC. 1.25 FROM MT 6}SPACING 24.0" JREF- 1VZ7408_ZO7 AFL 32137 FL CDA 90 M f.r Orr Inre,f.tle, .r swl. Jr•. tl•r. not, ..- tFLCDA90271INIINL% w..l-IrIC..W. 711: Ir.t.lrt..rr: WrCA: r..re1 W.uy.w.: ICC: .1..letrh. V illiam H. Krick Lic. Number? 03/17/2017 11*01V-flltt Kp1ULNGC -- OlU , LOCUSt AVa. 5A -UPIU, PL 3Z111 - A9) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense •T2, T4 20 SP i1 Dense: Bot chord 2x6 SP SS :B2 2x4 SP 81 Dense: B3 2x4 SP 02 Dense: Blebs 20 SP #3 :813 2x4 SP #1 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpl(+/-)=0.18 Calculated horizontal deflection is 0.18" due to live load and 0.24" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection Is 0.46" due to live load and 0.60" due to dead load at X = 14-7-13. 3X40 4X6(R)11 3X8= Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- ( Lumber 55 plf at -1.33 to 55 pill at 10.00 TC- From 55 psf at 10.00 to 55 psf at 21.67 TC- From 55 pill at 21.67 to 55 pill at 28.79 TC- From 55 plf at 28.79 to 55 plf at 31.79 BC- From 4 pill at -1.33 to4 pill at 0.00 BC- From 20 plf at 0.00 to 20 plf at 10.13 BC- From 20 plf at 10.13 to 20 pit at 18.88 BC- From 20 pill at 18.88 to 20 pif at 26.00 BC- From 20 pill at 26.00 to 20 pill at 31.79 TC- 149.10 Ib Conc. Load at 28.84 BC- 495.97 Ib Conc. Load at 28.78 Bind loads and reactions based on WFRS. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Deflection meets L/240 live and U180 total load. Creep Increase factor for dead load Is 1.50. 6X6= 3X4- 8X16= 4X6(ASR)8 Re1339 U-413 W=7.625" 5X8 (R) /// 8-9-0 7-1-8 5-9-8 31-9-8 Over 2 Supports 1 1-7 8-0-0 R=1782 U-531 8=3" 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gau a HS, ave FT/RT=016 Offi /0 0 15 7.t •• QTY:1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. wuu111101•• ArAc AM FMM Au Onf 0 71118 MWIMM Iwwmr' 1 1/17W9 Not=7o ALL cormw All lmamim M IwTAUOA. J ': TC LL 20.0 PSF REF R408-- 21577 Tr.w.r rotspir..rtrr ror. In f..rlastln9. ,o,..11p. .I.IMIng. Ioo#101 .9 n... .rr ln9..Ihr n hll Ittrt rltl.l, .f 1Cl1 (Wilding ..nt Softs, Infsrstlr.., +.I .re .1U) low rr ry .rtl pro 0. 08 1 3 TC DL 7.0 PSF DATE 03/17/17 ft p.rhrsl.9 tnr fr.tlr. ln.t.11..r. tools pr -Ir trrr.y.rrn,O por WWI. Ynlr. DRO 11CIlSRt09 17076219 I..r. too, I..r plop.rl, .ttw11 ttrrWrtl .loth',.@ ., Ikr one- 111 ..... p.p.r„ . hr1091. rl/1n9. I-,$- .,..wl p.rr.,.t 6-1 -rolm .f r. Yell novo broiling Irt.11r BC DL 10.0 PSF 1.- .). h or 110. r ./p11ra.1.. Apel, I.to. u rt,. f..../ tw .n. Positionr .Iry o.. t...ta.mlr. Uftr t. uowln9t iWA.: rrr .t. s.. plot. prod«.. Alrl,o. S T O BC LL 0.0 PSF HC -ENG KD/WHK AN (r'W MRAW 01.1.Inn .r M 11.11.Ip Ct+n s t. Or.y Inp..n.11 not r '"poll. ror .q .w,l.tl.n f f.,lows t. Wo Is this t11s. In .onf.ro ndo .1%n AMP/W6 1. .f hr ,..l..11.9. M,»lor. I lotion • Mron9.f trtn.r.. t 1 r•t1' TOT. LD. 37.0 PSF SEAN- 24207 Ilrl r OIp .An„Im M mrr pow somiro pl. MI1 Imn/Ir... I.ryt.Irs m.I ptl9rlllol OpImo.rl 1 IIIb rbl, / Ott x,.1/0 .Irl. 71w .,Itr1114 w r . au r 1,g s w .wast... 1. sj`/O AL : G MILQ ISO 1o.^ow l.11ob ./ a.. 1 DUR .FAC . 1.25 FROdI IYIT 61SPAC I NG 24.0" JREF- 1VZ7408_ZO7ftpyA rr.•lnf ro.t - - t +.7V_.l ..r.. p.9. w t,o.. r .I V.. At,l1E:..w-Iyno,t..ea. 7 I; r.t.o,ot..r9. RG: r.rel,Mtry.e..: ICC: r.lt:rh..1y illiam H. Krick Lic. Number 7 03/17/2017 k10a1a-/Mtw KGMOIULMLt -- b1U J Locust Ave. JANWKU, M 3Z111 - AO) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP f2 Dense :T2 2x4 SP N1 Dense: Bot chord 2x4 SP N2 Dense :111, B2 2x4 SP Y1 Dense: Webs 2x4 SP #3 :910 2x4 SP 82 Dense: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.26" due to live load and 0.34" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.59" due to live load and 0.77" due to dead load at X = 14-5-4. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(*/-)=0.18 Wind loads and reactions based on USERS with additional CdC member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MRS loads based on trusses located at least 7.50 ft. from roof edge. Midi 2X410 Mm 5X6= 5 T2 Mm 5 r- 3- -1 3X8 2- -7 SX6s 5 5X6- H0510- 2.5 B-o-o 2.s 4X6(R)B 3X601 3X6 (ASR) H0510= 1- 8-1-8 12-9-0 3-1-8 3-0- 4-9-8 31-9-8 Over 2 Supports R=1285 U-375 W=7.625" R=1191 U-346 W=3" RL=90/-61 Design Crit: FBC2014Res/TPI-2007(STD) 4 P`M..H: WryPLTTYP. 20 Gau a HS. eve FT/RT=096 O% /0(0) 15 1 FL/ -/5/-/-/R/- Scale =.1875"/Ft. I"IMI OJa AMFOUN ALL iii a 11Ns OWIOI I.on,.r• nmlM "Is mwlwe 10 Au omtlelm IQIOIO 1101 1. TC LL 20.0 PSF REF R408-- 21578 T,vr• r•ylr• •rtr rM Iw rNrletlA• wwllp, rlplq, INLll lnp .,O NWI,q, "ft, - till Imo I— Whir, .r WI (end..,, C ordot e•r ty Inr•,dat1—. I, nl r. /fG) r r &ar ty pr.ttl al O D 1 TC DL 7.0 PSF DATE 03/17/17 p•rM-1,* tin.. rretlo„•. Iw.,.1I ...w.11 W-1- trp•r-ry Krlwy Vlr Sol. I.U•.. w.tW 1 en.r..rll w p.A.rly _trw.• •tnst"..1 .Ilrrl, r Inttr nn, WI1 ..... Pr...rly .t I.—,— Y.r, hr I.t.r.l n.•n IW r BI. DL 10.0 PSF DR91 NCUSR408 17078200 n a p0 Ng IelO pilin. ..,>.n•lt rwtr.l,K N O .Inll .rinle 1— Is tl, tl .r 11111. r "Il...l•. AA.Iy .I.— t• rt. r.•. N tnn. r..ltl- J.$f 11".11•, rlr. ,=.U,...lr. IN~ p.rrl ,.et.2 M •twW.. p1•t• p•Itlw. S T,e BC LL 0.0 PSF NC -ENG KD/WHKAIAIr. • .Ivl.l— .. In A1.1111, e...n„t. o..,. In•. r.11 rt r r•...,nl 1• nr .,q ..I,I.tlr q r.11",. ,. r,ld t.. t„n. In AASIm1 ,. rr SEQN- 24188ANRWCOMMNY rl,y, m,.r.,s .1tf •r 0, rl..l,,. nu11N Ir . rrlwp •r c.ww.. r 1 r1.1 livte'ow G\ t • TOT. LD. 37.0 PSF DUR.FAC. 1 FROM MTnHlltll'7 1_.I7rr t1 I.l. w ii rtd'li i0r,'% M tll . ti ,1 O VS,ONAL UML DI'MetISO nn..un10 N tr &alum, e -OW— r Atl1Aml t w.A. 25 24.0" JREF- 1VZ7408_ZO77o' CDAwM r•r rr. INtrrtlr r ani• J•.'• er.r•1 rtw on. •, ew.r r .Ip.: LL.II=:x..1,1,.1-.•r:me: t,1.t.•.e:IIM:....t..IW,.t,,.m.:la:—.I.<•.r...re iiliamH.Krick Lic.Number7061SPACING 03/17/2017 15619 -/NEW RESIDENCE -- 610 S Locust Ave. SANFORD, FL 32771 - Valus Set: 13B (Effective 6/1/2013) Top chord 20 SP /2 Dense :T2 2x4 SP t1 Dense: Bot chord 20 SP #1 Dense :B2, 94 2x4 SP #2 Dense: Webs 20 SP /3 :W8 2x4 SP 42 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pit at -1.33 to 55 pit at 6.00 TC- From 28 pit at 6.00 to 26 pit at 19.28 TC- From 28 pit at 19.28 to 28 pit at 31.79 BC- From 4 pit at -1.33 to4 pit at 0.00 BC- From 20 pit at 0.00 to 20 pit at 6.39 BC- From 10 pit at 6.39 to 10 pit at 12.78 BC- From 10 pit at 12.78 to 10 pit at 25.61 BC- From 10 pit at 25.61 to 10 pit at 31.79 TC- 275.94 Ib Conc. Load at 6.03 TC- 141.07 Ib Cone. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06 TC- 134.72 Ib Conc. Load at 28.06 TC- 138.41 Ib Conc. Load at 30.06 BC- 256.63 Ib Conc. Load at 6.03 BC- 107.20 Ib Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06 BC- 74.69 Ib Conc. Load at 28.06 BC- 95.37 Ib Conc. Load at 30.06 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SH®IITTED RV TRUSS MFA 3 CWLETE TRUSSES REgUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row .12.00" o.c. Bot Chord: 1 Row *12.00" o.c. Webs : 1 Row 0 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. This plate works for both Joints covered. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL -4.2 pst, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NWFRS. Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.25" due to live load and 0.33" due to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and U180 total load. Creep Increase tactor for dead load Is 1.50. Calculated vertical deflection is 0.71" due to live load and 0.91" due to dead load at X = 12-7-13. 6X8= 3X4= 5X6® 2X4 01 5X6= 5 2-1 -1 B2 H0912m114 2.s SS0312(++)= 3X4- MOMS) 2.5 i +e -o -o 3X6(F1)ss 3X4111 M E 6- 0 - 25-9-8-0 a 1 6-2-3 le 31-9-8 Over 2 Support R=2519 U=755 W=7.625" R=2447 U=750 W=3" PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) 0 1'•«N: 1,4+ Wave FT/RT=096 0% /0 0 15 TYA FL/ -/5/-/-/R/- Scale =.1875"/Ft. wwIMDI •• NO An MUM ALL ora = 1MIlt WOMI IWAIwMALL "it 11M 11mr. I W11M1 Ml to CAIMCI mom 71M LLdI. TC LL 20.0 PSF REF R408-- 21579 r ..,.1p. A.r r mt, w r.0 1.. rtrw ..r. 101 rY.l«tip. A l11 Y IMIp. ,V- ='- 1. 0111 1•tre «1t1r .r 11tf1 t11"11.1p Ca s.t !•rKy Inrp.•e,•n. y' nl •M /ICA) r•. «hqr Incl t. I.rro,.1p t rl.mti- Imull«• M 11 .rw1r tw•rors Kr 1p 1111. 11011. IA.1w ,etw rol l = p.l 0. 0 1 TC DL 7.0 PSF DATE 03/17/17 I,.r1 WI1 1.« p...r1) .ttrl..l .trwtYr.l rrullp •,/ Mtw .1,... W11 ti... r...ly •t ; s BC DL PSF p 1111. ph •Is4.t101. wr1. l.w-•«,01 •r ..•..1.11 1a.. ar«1p Trull. uw«83, Inrw .r en,.• ••sMs« 1111 1..- aVl 1., -I- ,etr M1,.r.1r. A.ror (11 11.«l,bt 111M-1 r•..tw6N pi- p Iu- SSS• 3 T O 10.0 DRW Hg1SR408 17078220 a AN IiW mMMNY AI 1 r. • .1.1.1.01 sr In 11"I l.lp Capri- Or.. Ir. M.•II ••t « r.ywi.1.1• ro. . s«I•t1r r1p..,q r. u.". « r,11e w (.11111 1. m.rar.Ma. 111(01 A/alml L .r r•r 1w11,q.."1y111,q. IAt.I lr 1•,.11 Mrlp •. tr«w. G`a BC LL TOT. LD. 0.0 PSF 37.0 PSF HC -ENG KD/WHK SEQN- 24208 It "oki • th1. ='17Z:r 11 /IMIq OI. brat 11a11111ta) •1.111'11ai111 N Ir 111,1.1a1 N11w17 ( tNM'. .r l,a /.r IO .tnoOA " `-/ONA" rr'a"111111q DUR . FAC . 1.25 FROM MTE/011 Ld11 OImR Dr, Slee 150 ft,w,* r Alefwo 1 ;rii 61$PACING 24.0" JREF- 1VZ7408_Z07 Odff FL 31537 aFLCOA711 r" 1.r.rr.lr wtl.l.1-..0-1 =w •.r •r """" " ` ALPINE: 1.1r1r.w: Tri: t 1rt.«p. am. Melnb.trp.w: 10c: rr•.«y illiam H. Irick Lie. Number 70 03/17/2017 t1051a-/N[w K[SIULNUt -- b1U S Locust Ave. SANFUKU, FL 32771 - A7) Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP i2 Dense Bot chord 20 SP t1 Dense :B2 2x4 SP M2 Dense: Nabs 20 SP C3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection Is 0.13" due to live load and 0.18" due to dead load. Deflection meets L/240 live and U180 total load. Creep Increase factor for dead load is 1.50. 6-1 -3 Twit r0: ooro orn rom nIYSIMD luau ien n[ n.eer-¢,rr.[% um-n w tS[,ee uee 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wInd BC DL=5.0 psf. GCpi(+/-)=0.18 Bind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6= 3X6* In 2- -0 0-0 I — 14-6-0 12-9-4 E 27-3-4 Over 2 Supports R-1110 U=128 6=7.625" R=1028 U=90 111=6.875" RL=176/-149 ear Design Crit: FBC2014Res/TPI-2007(STO) H PLT TYP. Wave FT/RT=096 096 /0 0 15Ab TY:3 FL/ -/5/-/-/R/- Scale=.25"/Ft. umiiHci •• use w RUN ALL SSIn 0 Imes °win' ;t `o TC LL 20.0 PSF REF R408-- 21580lelQlS/1•• I i THIS a IM Im ALL 0131171109111115INWADOW T1! lar.* 6 Tr.... r.. aro .arm .... Iw rYr.•.t.q. " T•n,so?'...•..q. .Ab,U„p WMA) r- sro. <e . ron ? TC OL 7.0 PSF DATE 03/17/17n.rsrow[ .•I[._ •f KSI (Su.,•I,y C-Inti,r[,en..v 1 1 •n. Sr-_rory rr•et. N. 0. D 1 i fo •.rf•A..y tAM n.q rI, IA4.Iw• Y..1I .0—th t•..• A •r•e.n Mr KSI. Snl_. ,-t•. o AIN 1 e.rr• w.e I— .r..•rIr .te_x.e .tKt.•1 r -.»,.,r w ..[,•. a..r •I -I. __ 1'V ,... r. .e ' BC DL 10.0 PSF ON NCwwa 17076201rlS.O wl,l,. e•et.,• •ion, ror •A..-nt 1•W1 rwt,•.A N wa- •All IoM •rs l,0 .At•11•a AL1A. • ..vIN_ or ITS b11C... C...n-,a. sr••. IA... -.I ,-t . rn.n-1•I. ror .nr •.....0— r A. • BC LL 0.0 PSF HC -ENG KD/WHK r_Iro... r..."r. [• wee, [.,...n m r.,,.o..ln Arseie.e ,. •[ A— AN nlp.,,q. . tiy........•. TOT. LD. 37.0 PSF SEQN- 24180ANRWCOMpWY .Ae.11.[.w sr.1.np or [w.... . wwwyInii,I"a ~i~s ate'. r..,n'•i.. Td' i'...1'iTiq,'r..lr .moi .r [AI• i~ '.u.s'SewI: 'SIpNAL FN DUR. FAC . 1.25 FROM UT2600Iaie0emyeR.SmHIlO r s-uee•p et tn. M.I./.o e -.W— rw Mal/Wt , 11-.S. Oman` FL inn . : '"" n.LOA00M ALPINE: I..A.t•.C_. TAI: ..t..At.• ,,: SWA: -1t.y.e_: Joe:.: --ft. - T; illiam H. Krick Llc. Number 70 615PACING 24.0" JREF - 1 VZ7408_Z07 03/17/2017 15819-/NLW RESIDENCE -- 510 5 Locust Ave. SANFORO, FL 32771 - A8) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP t2 Dense Bot chord 2x4 SP #2 Dense Blebs 2x4 SP N3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING_.. -- THIS Mn PREPARm FRM CRxP nTR IRPIIT lLNRS l 01161AINR1 SUMIM11 RV MISS 1611 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL -4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Blind loads and reactions based on WFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. WFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6= 9V•MI M 3X4(A1)o 3X601 Lci -4-0b-J 4X6 6-1 4-8-0-0 03/17/2017 14-6-0 4-9-6 0 3 8 E 19-6-14 Over 2 Supports R=826 U-96 2-7.625" R=730 U-87 111.=178/44 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) H"!• b,, PLT TYP. Glave FT/RT=O!6 016 /0 0 15 Q/QTY:3 FL/ -/5/-/-/R/- Scale =.375"/Ft. I&MMINGI •• IMAM nuaa ui avlo a IVIS aulalRil IwwirYr•• RMI;; "it ewli m AU mndelos INUMMna Irmlum. r; " TC LL 20.0 PSF REF R408-- 21581 DATE 03/17/17til."u"•t-t .'roel ien .: `q1 (bl;el o '-ce,p"., i e."i.q" Inr:,' .",: iyni".'. irw>"'.:9?"V i : tl I o. 0 1 TC DL 7.0 PSF rrMl,p trr fwtlor. 1-t.11M. Yrll rpl. t-..,.7 M—lam ..r rSl. I..I.r -tw Ir t...r....111...,q..IV 't—rd .t.[s["r.I.1 ..[l l q .n. rt.w .r...rI I l .•...,...rl, -t : % lel• elll,p. t.e.tl u .Il-. hr M•rl wlt. I.t•NI M[HI,R N .,1...lull r.. M -Irk 11.0 BC DL 10.0 PSF DU HCUSa408 17076202 d 0 I— U. O t:;l:. 9-I— "wi'.tll.e-lY 'e f rr rrwlMp "G1 -i f r ..t.,i../rO :l: p..1 -. e.•. S T O 8 BC LL 0.0 PSF HC -ENG KD/WHK AN RW coMRAN A1 1—.. OIr1.1— of li VI Illro C.•o"—[+ O,..y Ir. .lull ,.lt r t..•.,i.l.l• r.r .wy aw l.tl— f w. sl,1lyYis r1. K ror III OfI` s MIA.v./w. ui'1.In1 sr. Am"/"..' t TOT. LD. 37.0 PSF SEQN- 241811• ••• G v111. tIn. mTM, P.r 1...l' iTI- i tq\ I.brwllsY1. r. 1y e woe'"a W-1110 s` 1v/ tr/QNAI N M= dk rllm 150 l .IN 110 .r ti.MOO/WeN' DUR .FAC . 1.25 FROM YR 61SPACING 24.0" JREF- 1VZ7408_ZO7FLCOA90271 r.Nlnr.I.[ .— Y pw_r.l ,r[.. r•a — 111... M .1 - Ir.: FLCOAPom AVIK- w...l.l u,t.....: 1 I: illiam H. Krick Lie. Number 70 03/17/2017 1bU1V-/mtW KtblUL AL -- 610 S Locust Ave. WMFUKD, FL 3Z771 - Velue Set: 138 (Effective 6/1/2013) Top chord 20 SP /2 Dense Bot chord 2x4 SP /2 Dense Webs 2x4 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAY_ 1111rL11niNG A LATFRAI ORArF AT rHARn Fmnc 7MIS = PREPARED FROII COMPt 1ER IMPIR (LOADS A DIAWMSIMMI SIIBIIITTED Rn TRUSS mrR. 139 mph Wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Within 9.00 ft from roof edge, RISK CAT 11, EXP C. Wind TC DL=4.2 psf, Wind BC DL=5.0 psf. GCpi(*/-)=0.18 Mind loads and reactions based on NRFRS With additional C&C member design. Right end vertical not exposed to Wind pressure. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. MBFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6(R)% 4X6(R)& s 3X4 (A1)s Lcl -4-m) W 4X6 5- -8 8-0-0 B I- 14-1-8 -I- 2-6-14 -1- 2-7-0 0F31 -a 19-6-14 Over 2 Supports R-826 U=109 W=7.625" R=728 U=135 RL=164/-79 H=H1 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) A -e41 PLT TYP. Wave FT/RT=O% O% /0 0 15 4/ TY:1 FU -/5/-/-/R/- Scale =.375"/Ft. R MAGI" RLR AO nUAN All RRrU A MIR 01011111101 10M Ati`r FMISS MIS MWM TO ISAIL =MMI#MMDMm US 11INNAIRS. 4t : o TC LL 20.0 PSF REF R408-- 21582 r.,......+,.. •.v— •r• 1"r.s.lrel,v..onto1% wlplq. Irt•Il1.y •.r •rrlro• "ft, Lo roll tno lout rots or ICAI (R.na,q c.rK Ror.g ro,Loar..y rnI w MCA) r•, rroty p—I a1 O. 1 ; TC DL 7.0 PSF DATE 03/17/17 prr.-1.0— 1—tl.r.Irtollr• .ILII .,Pint enO.r•7 rr,q ,•r 031. W1-n.t... Iw Pu.•,• .I..,I n..L y,.r.,ly •atorowit •t..staw•1 Mwtog ..r ...tts o..nil ~I 1.... • nr...,I, •t lou rn..o. Lea.en• •,oL, rr p.r..rn Lt•,•1 r..t,•I.K •r r. wu I,•r. rr1. In.0 ur BC DL 10.0 PSF DRW f1CUSR408 17078203 d O s u. n r ,te. r .puaw•. MIs nuts w ws r.r •r eao ...o nr,tlr r oa a.o.Q r >e,K o.a•1 u..nI••• ,.•t.A .tnr.,w A.r•r r .r'w1p• r,oA.t rr •t..a.. H•to nr.tiw,•. a7 T BC LL 0.0 PSF HC -ENG KD/WHKIr.•,s e1 ITS Au11.11q C...•.L.rt• o•w Ir..x•11 not w r...s,•1. r•r ..y rrl•a ion r, 79.t-Wh,lw to .110 w tw In -ft—.It" ANSI/IFS t, r o&,oll». i SEQN- 24182ANfrWoAAMIOW n1p1.S. r....r t......... TOT.LD. 37.0 PSF wl r {111. 1'11.I MLI /.' 11a1q tllb 0 11 I11/Irtp .ae+{M. N /.IW I.11./ Il fl, nl.•I,1I lq rl.1y Z nL . = .Itt•. tr •"It.I 1p ./ r M M. r lq w..Is .ntee.L 1. t ANAL 240RIahp,AaUL!r ISO n,Ilo w tno r,/m.o 4.1/Lr Per A SVGS 1 Rm.R. DUR . FAC . 1.25 FROM MT i' YnPLMA AtFIK: ::I•...- ow: TIP: '."to1.'-~., Q- . = " m :=:,«wr.•-.. illiam H. Krick Lic. Number 70 APAC I NG 24.0" JREF- 1VZ7408_ZO7 03/17/2017 j15U1V-/ntW HtS1Ut0Aa -- 1510 S Locust Ave. SMFUHU, FL 32771 - Bl) Value Set: 13B (Effective 6/1/2013) Top chord 20 SP !2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP t2 Dense Blebs 2x4 SP N3 Lt Sledge 2x4 SP 43: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pit at 0.00 to 55 pif at 12.00 TC- From 55 pif at 12.00 to 55 pif at 23.08 TC- From 55 plf at 23.08 to 55 pif at 27.33 BC- From 20 pif at 0.00 to 20 pif at 6.06 BC- From 20 pif at 6.06 to 20 pif at 13.50 BC- From 80 ;If at 13.50 to 80 pif at 18.50 BC- From 20 pif at 18.50 to 20 pif at 18.79 BC- From 20 pif at 18.79 to 20 pif at 26.00 BC- From 4 pif at 26.00 to 4 pif at 27.33 Blind loads and reactions based on MNFRS with additional C&C member design. 4X6 - 2X4 THIS INIG PREPARED FRO fePUTER IWI f (LOWS A DIIEIISIMIS1 9mY1TTED RV MISS AIFR. 139 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, not located Within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(./-)=0.18 Left cantilever is not exposed to wind a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load Is 1.50. Collar -tie braced with continuous lateral bracing at 24" O.C. Including chord ends, or rigid ceiling. 3X4s cwg M---- 3X88 2X410 3X4(A1)- 3X6(R)m W -5-6-0-901E 20-0- A- -0 14-0-0 a 6-0-12 19-11-4 26-0-0 Over 3 Supports R-254 U=92 BI=3" R=964 U=394 BI=7.625" RL=149/-159 R=1142 U=455 8=7.625" 6.875" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) Hd. PLT TYP. Slave FT/RT=O% O% /0(0) 15 'b, /.QTY:1 FL/ -/5/-/-/R/- Scale =.25"/Ft. lARM llril•• IRM ARD race ALL OIO v TrIA OAIRIeI soar• w nl tris aAlwle fo Au. AOAmAenaA IwAfouo iK ,.fuse, f ' ; °+ TC LL 20.0 PSF REF R408-- 21583 d Y D AN RW OOMAWY 210aWe0uaseDr,SDi 150 im•- r•p,lh _tri rr• Iw I-rl_tlny, lul/11p -100 np, .-;;11lq •M N_Ip. F•hr - hll 1•L•t r,t,_ .r .CAI (.•lW.0 C. -P- S.r.R,"4wr.,t1.,. my ,., .,r .,CJI) rw rnty .,_t/ K, o. 08 1 rrftl.l, tl.r Nstl-. 1-t•ll•r• -80 .rw1_ t. p --y Mrlrp pr ACS,. Dwl••• At•O 1 tl... •w•11 w.• .r•P.,I, _t.tw.• .tren.., .n.tAl q •M _.- ~4 ~. w_• ..,....1, .t hrproL-6- e•lll,'. •luwl p. -1•w•1 -t,..- t w_ •,rll Irw N_IA ,-L,IM I- AJ. 97 _ BID. r •q lle•"ro. lip 1, •1•f•• r •.- rr• N trr• •M p.ltl_ _ .wa.. ti J•I,lt D•twll•. _Iw• ,.tr •t1,•,.l ••. •hr r Y_l„A• 1ADt-2 hr •t•M•M ,•V-•ltl•-. S T .' U pIr, • •1.1•Ir o/ I- Au,l"IAI C•Ipwc• Drwq Ir. •L11 ,et _ r•ys.•, Jh hr •q •wrl•tlen f h,ll.• t. 0' t_ t,.. 1w-.r.r...Itl AM31rn1 ,..r rr •..,,q. •I,plp. •••„!,••• rGADismiss. 1l_ul,_I_ •r_,r er ww. u11 14 .-.i:l?rr tl . w Iu 1A W=W; is .r t""id11r I fiv.q '.t. :"1: tr/Q AIL` row.-ln0 •. [l- Ar,u„e 0-.V- p• A116111.1 , a -.a. TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DATE 03/17/17 DRW HCUsa409 17076221 HC -ENG KD/MHK SEQN- 24189 DUR .FAC . 1.25 FROM MT F7. 22Uf FLCOA002ri ix _r• lnfr.•tl_ r NI• J-'• •r•1 rtr .4 •M atm•• r •1 r•. 1 AV 116. ,•1•,_,o.es: TPI: -to,_t.w0: frCA: ICC: •w.lterr•.•rD illiafn H. Krick Lic. Number 7016PPACI NG 24.0" JREF- 1VZ7408 ZO7 03/17/2017 1b519-/NEw RESIDENCE -- 610 5 Locust Ave. SANFORD, FL 32771 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP *2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP I2 Dense Webs 2x4 SP /3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.600' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pit at 0.00 to 55 pit at 11.18 TC- From 55 pit at 11.18 to 55 pit at 22.26 TC- From SS pit at 22.26 to 5S pit at 26.51 BC- From 20 pit at 0.00 to 20 pit at 5.24 BC- From 20 pit at 5.24 to 20 ;If at 12.68 BC- From 80 pit at 12.68 to 80 plf at 17.68 BC- From 20 pit at 17.68 to 20 pit at 17.97 BC- From 20 pit at 17.97 to 20 pit at 25.18 BC- From 4 pit at 25.18 to 4 pit at 26.51 1 0-8-3 T 4X6- 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from root edge, RISK CAT II, EXP C, wind TC DL=4.2 pet, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load Is 1.50. Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid ceiling. 3X6(ES)01 3X4= 41g01 - - 3X4(A1)- 2X41N 3X6(R)11 5-2-2-al(E 20-0- a 4 E 2-2 J- _I_ 14-0-0 ie w 5-2-14 i 19-11-4 25-2-2 Over 3 Supports 10-0 0-0 R=172 U=71 W-6.125" R=959 U=393 W=7.625" RL=142/-157 R=1168 U-460 W=7.625" 6.875" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Nave FT/RT-O%(O% /0(0) 15 0 / QTY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. e"NM1MD1•• Qi1° lm `aJ°' ALL 1016 a Tws MIM1!@iJyl'• MINION 71119 vEl to JA IRupti TIS I TYi.. t TC LL 20.0 PSF REF R408-- 21584 A d AN MW COMawr MI LO: Dr,Sm1t ISO 1. oll.r 2w IL CUA 00271 Trw.e rsp,l- e•trs wr• I" reMlutlA• Mlell MI/•l p, Irot.11lAy .,.. ers lM. sehr is a fell letest esltlee of RYI (•"ll•b0 ce.•t sereb"rerwtlw. by TPI nle OU) r.. -t-, I -I SRI yerrPsl,y ttwew rn it-. #--It- -61 •r -lad, te.P-.,v _.M •e, 114:31, uel-e -tall ,el ulp elYle roll I-li p,e•erl, '"Chad stn &f elrst"l,y ..e twit.., a o,d shelf nets a •re•erl, at Ilsl• "111,0. t•wtls tllwn ger Pill- . l reetrelat or tetwe .roll ro- •rsl,ls 1roglltO tis O. N of st•. m t••Ilet•le. Apply f.l.rs w .eel. Iese d Veeli ero gleles ro Yw. Jel"t 0 Y6le, mis rot" stilelslw. hetet p •reel,0e t•tnt.i etrde,r late ewltls. e1•Iro. • el -Isles er I1• Mlle ll0 Cte•s,lte Grey Iro..roll floe w ree•e,p isle ftwr . eevletlee h Iq. -q fel I"T V w11I t/r tits I" fs.fMeenls "I" 6161 TI 1, er fsr ee,n•1IM. -Ipp . lrot.11atl l ...wl,q e. er-w. rl al• s11r r wlI•r 11.1770 afb Irl1 oldie~ •••gfnl•• N •e•/e••lutel fgllrrl fe s l•Illd rolelr •r t/. rIp wf.n. TI. wltrllltv es s er ab MIA s .e,tre.. b P_WI114 N tine MI/•Iq •e•lver •r •OITI t s -.s. P, sr.l rot- •.v ....,»......It-: ro"'"fe"e"- t;%l. W. uf: I.frolw.e: Tn: .t.lrot.ers. WM: ..twti-tr,.ew: la: we.leeeer....y O. 0 1 T •Q o'ti.1 r• t e••••••• 4' ts/O,, AtNAL 1 illiam H. Krick Lic. Number 70 TC DL BC DL BC LL TOT. LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 03/17/17 DRW Hf.USR4Oa 17016222 HC -ENG KD/NHK SEQN- 24190 DUR. FAC. 1.25 FROM NR 0SP ACING 24.0 JREF- 1VZ7408_Z07 03/17/2017 MIU-111M Mb IIF[NGt -- b1U b LOCust Ave. 5MFUKU, FL 32711 - lue Set: 138 (Effective 6/1/2013) Top chord 2x4 SP I2 Dense :T2 2x4 SP Al Dense: Bot chord 2x4 SP t2 Dense Webs 2x4 SP /3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 plf at -1.33 to 55 pif at 12.00 TC- From 55 pit at 12.00 to 55 plf at 23.08 TC- From 55 pif at 23.08 to 55 pif at 27.33 BC- From 4 plf at -1.33 to 4 pit at 0.00 BC- From 20 pit at 0.00 to 20 pit at 6.06 BC- From 20 pit at 6.06 to 20pit at 13.50 BC- From 80 pit at 13.50 to 80 pit at 18.50 BC- From 20 pit at 18.50 to 20 plf at 18.79 BC- From 20 pif at 18.79 to 20 pif at 26.00 BC- From 4 plf at 26.00 to 4 pif at 27.33 Wind loads and reactions based on MRS with additional C&C member design. 3X6111 4X6= Ills 11111: PDFRAOFn FOM t"Mn" IIm11T IMAM A nIMFKCIn1KI CIIRMITrM OM TRIPM NFD 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lett cantilever is not exposed to wind See MS A14015ENC101014 & GBLLETIM1014 for gable wind bracing requirements. a) Continuous lateral restraint equally spaced on member. Deflection meets U240 live and V180 total load. Creep increase factor for dead load is 1.50. Collar -tie braced with continuous lateral bracing at 24" O.C. including chord ends, or rigid telling. Me 3X4(A1)- 3X6(R)111 I 4*&Q -5-6-0 MILE 20-0-0 a IL -40 14- 4- 6-0-12 19-11-4Lj26-0-0 Over 3 Support R=334 U-126 W-31" R=965 U=396 0=7.625" RL=162/-177 R=1138 U=441 W=7.625" Note: All Plates Are 2X4 Except As Sho875" Effective Contact) 41.b,* Design Crit: FBC2014Res/TPI-2007(STD)H. o, ePLTTYP. Wave FT/RT=O% O% /0 0 15 QTY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. NAMINGI•• OUR AM FAJO"wim mins 4alin 1RMN1•• I irl "IR DOMINION) m AtL OWfAC O UMMI n lla IMMAM. a i•REFTCLL20.0 PSF R408-- 21585 ciss,T mtoot co ti: orrNMMI tn,lsol'a l.%t' s.~•' o1 Rftr: uctl".,sl::; TP# a o il ui'r.:"_risty pr.uttl : r o, 1 TC DL 7.0 PSF DATE 03/17/17 I. t.Ico -rr r.ingthea Net1.n.. l-yllor. -01 lo -IN gelowter.r, M -1,q r rgl. M-,e..t DRW HCUSR408 17076223 p per. Moll now F,ag.rl, -.-.w .tra -.l pe.Ml.g .n/ ..Iv per. -11 nine ..r.g.rl, .t 1910 costing. locaslpe- nor g.ifller-N In.11- et I~&I t-im at.eNell law M.olp t. BC DL 10.0 PSF t• G p [D (i= L lr' IS tl.,e p. gt w gto. - opllpel.. Apl gl.ew - - r.- of ./go ing P.ItI.n - peon w Joint, R.t.11.. l..l... -t- ocnis .l-. Ot t to of -Ingo tsut.: ft, .tanslis a .I." g-Itl... Al.l,e. • .Irl.lw et ISR 4,ll.ing C. -P -t. Orgy Inc. sll -t - r.-wol.l. nor oq .w,1..I- r S T O • Q. BC LL 0.0 PSF HC -ENG KD/WHK AN RW COMRWT Ing. .Iq nllu- t. WIIa Me t In e-rima.,w .l til ANI/TPI 1. •r rot n -•ling. Mlpliq. In.t.I lot.- a ...ting of try.... w ew.. 1 r•1 TOT. LD. 37.0 PSF SEQN- 24191 Amid, - MI. r llq M .leg/ gg' /lgtl,q MI. w l Illglrbg ggg g{g g M gre1W1.I-o wel.g rl l.+sl.l l lb -ton, lgr tri rl.1/1 111e>.1. Tie e1Itr111t, pig r .I tlll. by11q ttlr eq .fAlede 1. SS/ON Air DUR fAC 1.25 FROM iITTxoo ISO l..1 -1.1.111b .r tie I I. r 1 8-11.` 67PACINIS 24.0'1 JREF- 1VZ7408_Z07Qplpm occl. . tg-r.l not.. ll.g..na w......It... Aulrt• s..l.l,elto.e-: TI. s.y1-t..rg: ST":.-.Ye1,Wstr,.e-: Ice: s.l..-ii-V illiamH.KriekLie.Number 7 03/17/2017 1*51V-/Nts Ht51ULNUt -- 510 5 LOCUSL Ave. SANFURU, FL 3Z771 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP 01 Dense: Bot chard 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pit at 0.00 to 55 plf at 5.61 TC- From 55 plf at 5.61 to 55 plf at 16.69 TC- From 55 plf at 16.69 to 55 plf at 20.95 BC- From 20 plf at 0.00 to 20 plf at 7.11 BC- From 80 plf at 7.11 to 80 plf at 12.11 BC- From 20 plf at 12.11 to 20 plf at 12.41 BC- From 20 plf at 12.41 to 20 plf at 19.61 BC- From 4 plf at 19.61 to 4 pit at 20.95 Wind loads and reactions based on MRS with additional C&C member design. Left end vertical not exposed to wind pressure. 3; THIS DMG PREPARED FROM COIBIRER ABUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 a) Continuous lateral restraint equally spaced on member. Deflection meets U240 live and U180 total load. Creep increase factor for dead load Is 1.50. MRS loads based on trusses located at least 7.50 ft. from roof edge. Collar -tie braced with continuous lateral bracing at 24" O.C. Including chord ends, or rigid ceiling. 4X6 (R) IU MIS (R) nl LA910 2X418 bxb= 3X4(A1)a 4 L 5-7-6 -1- 14-0-0 _1 La 19-7-6 Over 2 Supports R=880 U-360 W=3" RL=91/-148 R=974 U=401 W=7.625" 03/17/2017 Design Crit: FBC2014Res/TPI-2007(STD) AM H. PLT TYP. Wave FT/RT=O% O% /0 0 15 QTY:3 FL/ -/5/-/-/R/- Scale=.25"/Ft. 1•111ARMIN61•• aro Am FMLW All WM A TRIS Rbwlil lwomV". n/lAH THIS oMlm"lul affmo lm iWADIO Tia 1wrAum. t •: 'r TC LL 20.0 PSF REF R408-- 21586 I-- .t. -1: - of WSJ 6.11:1,0-po-t ,' :.:,'::`:: ni lr= moi'%•%.' a .:.1 . 1 o. 0 1 TC OL 7.0 PSF DATE 03/17/17 orf -1.9 tlrM fuitlrlo. Itif.l IM• •1,-11 ywl.. t.,.•r•7 Msl,O ,•r Atfl. Ulr,• ,rt-. 1 ORW HCUSROOB 1)076224 t-. a -.-Il "•"'r•'•`I' •`t•`"" .t.,it•r.l '.`•",1.` r" f.- Nrfa •1"11 "• • • ,r -,.r1, •` plll„. k -1a r P.- 1-0r-.CgI,K •. •N,- •.-11 tr.,-.r--Iq I,O11r1rlylaNis. f- BC DL 10.0 PSF r• 1.1,• N..7 r• Ata, w •f 11aY1•. Af' •too Y wrMsoY. y - w p•It1« ow Nw. •n6. t1.. J.07 Il.t.11..•,,,,1••• ,,,t•6. .t,...lt•..l.1A..•, t• a...l„w Is".:.•..t-Jo" ,1„..••Itl.... alrl•lmAlyloo. of In M11al,r Covo-t• 0-9 Im. NrlI ,et oo r••yrrl.l• ft, rq a.vl•tl•n r t. BC LL 0.0 PSF HC -ENG KD/WHK AN IrW COMMNY AIA. r0 hl $_ b woo"fA. t.u• I" s.r_ .IN Alel/M I. or f r I,r,al l,q. •I.lyalq. l.-t•1I.t1ow ..r.t Iro -. t....... w TOT . LD . 37.0 PSF SEQN- 24192 1 .w {711. r lq M swf 11A0• /lgl,r tlll. Y..11N 11/Ia.Y. Mtrw .f A.rNwlw/ /r11Mr1 1 lilt, sIN, I.r n. r.1 1 N 1. 711. Wltr1 W 1.4 IM for .erlsn.. 1. l ]••-"'-••. ` iS/pNAIL FNG DUR. FAC. 1.25 FROM MT210DlAletQ..SLIIe130 L-r1.INllp or ttt. 6.1 0.08'M 0-tv r r MWIVI 111-2. 61SPAC I NG 24.0 JREF- 1VZ7408 Z07caAom' FL AL.IIQ: : w -& ~=.`nl =.` sol-'.~ : WC". - . ° " no try = CC: 1 -Itt••f.••., illiam H. Krick Lic. Number 70 03/17/2017 M1%P-/N[w KLbIUCF#{:e -- OTD J LOCUST: Ave. bMPUKU, PL 31111 lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x6 SP t2 :B2 2x6 SP SS: Rebs 2x4 SP t3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pit at 0.00 to 55 pit at 5.61 TC- From 28 pit at 5.61 to 28 pit at 12.08 TC- From 28 pit at 12.08 to 28 pit at 13.55 TC- From 55 pit at 13.55 to55 pit at 20.95 BC- From 10 pit at 0.00 to 10 pit at 5.61 BC- From 10 pit at 5.61 to 10 pit at 13.55 BC- From 20 pit at 13.55 to 20 pit at 19.61 SC- From 4 pit at 19.61 to 4 pit at 20.95 BC- 729.60 Ib Conc. Load at 0.55, 1.55, 3.55 SC- 727.71 Ib Conc. Load at 5.55, 7.55, 9.55,11.55 SC- 1549.87 Ib Conc. Load at 13.55 16.06,18.06 BC- 101.94 Ib Conc. Load at 5.77 BC- 256.63 Ib Conc. Load at 6.03 BC- 107.20 Ib Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06 BC- 74.69 Ib Conc. Load at 28.06 SC- 95.37 Ib Conc. Load at 30.06 BC- 89.53 Ib Conc. Load at 7.06, 9.06,11.06,13.06 BC- 645.92 Ib Conc. Load at 20.60 Lett end vertical not exposed to wind pressure. THIS MG PREPARED FRDM CMIP11TER INM (CMOS A DOWNSIMS1 SHITTED BY TRUSS IFR_ 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row o 4.25" o.c. Rebs : 1 Row a 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT Ii, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Rind loads and reactions based on MFRS. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 4X6= 1- 5-7-6 J- 14-0-0 _1 19-7-6 Over 2 Supporm WI R=4609 U-1022 R=3" R=3240 U=926 9=7.625" 03/17/2017 Des I gn Crit: FBC2014Res/TP 1-2007 (STD) AAM H. PLT TYP. Rave FT/RT=016 O% /0 0 15 CITY:1 FL/ -/5/-/-/R/- Scale=.25"/Ft. 11ARRIN61•• AAAR Ao /OLLA All NDID O1 This R1MIil IMAM-- FMI;; 1NIt AYN/i m Au 881(111 1lLelO TMT IN1FIALU 1. t •% of TC LL 20.0 PSF REF R408-- 21587 elai. a,`Ipl (w.l ii.,oCaoslrroi.e 'J."4'r=P=::v nil..roi iui 1..'rbeetl r • O. D i 43 TC DL 7.0 PSF DATE 03/17/17 wr.r.lro eNM I stlw. I,bt.11.r..lrll Pr Ift a"Weryvslro f.r one. unlI ,bt..l r•1 DRW NMR409 17076214 aw0 .NII N.r. M..rly .aaslre r,o1...1I1ro. I.e.t1. a .Ibb.... . tnear.l balb es .NII N. V..1r.1 -11 b BC DL 10.0 PSF 0."w1yIwwPIw..Ip tpi TOJS ' BC LL 0.0 PSF HC -ENG KD/RHK AN IrW ooMRWY AI I,e...wl.lae .r In w1 u1ro f..n..b.a. or. Im. aNn ,ba r ,.yw. nl. ro..w ...1.u.. slug• r0' ro,lw. y f"110 Il.. trr. ,n e.rer a .Ia,. A1131 TI 1. s ror N.s11 ro, Y.1»1,0. I..a.11.a1.. , tv.e,ro .• a....... A t 1 r• t1 TOT. LD. 37.0 PSF SEQN- 24210 it ."/1 .n f111. belle w srw / Il.tly ql. r l II/I.IA......11r .f Onlrr1w1 .p11wr1stbbl.11lt.N 4 of fib rbl/..1111b1. Tib ,1fr1 14.« 1.. 1. bslro I- V fIA.IO.e 1. if .•••r•- 17S/NAl NG DUR. FAC. 1.25 2AOOLdeO eDl.S teISO r Pb1.HlO a ue A"u.lro tK1.1 M Ad1/1 1 / h..2. FROM INT 16ISPAC I NG 24.0" JREF- 1 VZ7408_ZO7MIN* FL 32811 FLCOA00279 F.r .en Inrore.t,.n .r tl.l. Jw'. 0b 1 ,rw IeP .« u.... .1 w: ALPIMc: .....1.1n.1b.fs: t I, .s.y1 ba.wp; wu: ice: ilium H. Krick Lic. Number 70 03/17/2017 1DD7•J-11111ew KeJ1utPV t -- b1U a MAcust Ave. SARtuKD, PL JZ111 - G1 Blue Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From S5 plf at -1.33 to 55 if at 10.00 TC- From 55 plf at 10.00 to 55 pit at 21.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 SC- From 20 plf at 0.00 to 20 pit at 7.21 BC- From 20 pit at 7.21 to 20 plf at 7.50 BC- From 80 pit at 7.50 to 80 pit at 12.50 BC- From 20 pit at 12.50 to 20 pit at 12.79 BC- From 20 plf at 12.79 to 20 pit at 20.00 BC- From 4 plf at 20.00 to 4 plf at 21.33 2X419 3X419 2X4= THIS ONG PREPARED FRO COMPUTER INPUT (.DADS A DIMENSIONS) SMItT D BY TRUSS lays. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on WIIFRS with additional C&C member design. Deflection meets L/240 live and U100 total load. Creep Increase factor for dead load Is 1.50. Collar -tie braced with continuous lateral bracing at 24" O.C. Including chord ends, or rigid ceiling. 3X4(Al )= 3X4(A1)= L 10-0-0 _I_ 10-0-0ime _I 20-0-0 Over 2 Support R=981 U=404 W=7.625" R=981 U=404 W=7.625" RL=137/-137 Design Crit: FBC2014Res/TP 1-2007(STD) \\,,\P`;::.•H:t k PLT TYP. Wave FT/RT=096 O% /0(0) 15-A ' •', :2 FL/ -/5/-/-/R/- Scale =.3125"/Ft. WARN1NO1- no Ala RUN Au. Rom a wig Cowin' TC LL 20.0 PSF1mwDwr•• Halal THIS lalwm to A1. aomwaae 1111=811111 ME 1art.1.w. ! REF R408-- 21588 trN-. rtp,.- -tri .trt 1. rwrlwtlrp. 11-1.11 ..nlr l,e. 1-11 .la wwlnp. 11.r.r t..t- 11 O. 0 1 s TC DL 7. 0 PSF DATE 03/17/17Itt-t It1- t1 1C31 [Vllslp Co•l-wlt Lr"ty Inr•,tlw.. y 7 1 .,r fIG) rw rr.ry Mtctl rl u tw,colrlt tn-•• tVl.tlt-. 1-t.11w• Wll tr 'oo ttml`=; w -1q tw i11. unlw r -tri. .tnt j top -1w. tll-11 11-t ptt-rly . ,tsc l o at-Wr.l .11-tlll, tn- t-tw t -o w111 w.- • 1.1.r1y - w rl la a/11p. tmtlrr .w.-1 ... I.. I.- r-tr.l- .r .ttt .1.11 1-•t tr-1,1t 1-t-11.. t. 3 T O • BC DL 10.0 PSF DRW NCUSR406 17076225 tlw 111. p w 110. - •glltw lt. Apply ol.tw w .wll root .r tr-. tnt t-It1- r tllo-n ttw. scm J.1- A411., -loo. r-tM ww.r.l-. A~ v tr-111 . 1t W-1 rtr tt.,rtra ol.tt pltlm- G LLpD E=:1-1. BC LL 0.0 PSF HC -ENG KD/WHKM.1-. ..Ivbl- or I1• &A lot C oVo- l o Oran 1-. w11 rot w rttt-,t11t1. tor tq .wbtl.n rr- : f•aInO. .q hl ll,r. w M,11. tM tr.Y In .s,ftroo :. tltw 11b1T1 1, w M w-1.111..-Ittl,V. S AN RW COMMNY 1 -tel lets-. "-1r1O-r tr---. (CS •..•• ••' 6 TOT. 0. 37.0 PSF SEQN- 24193 il/"i"V ---iii~1w ew- r.Np Doll". n:--1 1i7io :.1--.rpt tl"`a lw1r':".1'er`'.t.,:t,'.""1: s i A DUR. FAC. 1.25 FROM MT XGI "Omr; Iso-op-.1 1/ltw of em rlul.0 a-la.r tw J1"1 1 11w.1. plow, 32127 - awl• Jo-'• O--r.l ,-u- nr we sw.•t r "1 FLCOA0O271 •t IR: tw..l Ir1.1t+. TPI. t-.vintt....: VU- --try.-la: 4/illiam H. Krick Lic. Number 70 61SPAC I NG 24.0" JREF- 1VZ7408_Z07 15619 -/NEW RE51ULNCE -- 610 S Locust Ave. SANFORD, FL 32771 - GZGE) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP /2 Dense Bot chord 20 SP i2 Dense Webs 2x4 SP !3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and U180 total load. Creep Increase factor for dead load is 1.50. 4X6= THIS DIG PREPARED FROM COMWER INKIT (LOADS . DIYERSIM) SUBMITTED BY TRUSS (IFR. 139 mph wind, 15.00 ft mean hgt, A anywhere in roof, RISK CAT II, EXP DL=5.0 psf. GCpi(+/-)=0.18 E 7-10, CLOSED bldg, Located wind TC DL=4.2 psf, wind BC Wind loads and reactions based on IIWFRS with additional C&C member design. See DWGS A1401SENC101014 b GBLLETIN1014 for gable wind bracing requirements. 2X4(Al)is 5X6= 2X4(A1)- Q-4-41 Q -4-W L 10-0-0 _ L 10-0-0 _I 20-0-0 Over Continuous Support R=83 PLF U=24 PLF W=20-0-0 RL=7/-7 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) \P"::..H:•k' PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. i 1'>.[ 71f:1 FL/ -/S) 1 TC LL TC DL BC DL BC LL _ TOT. LD. DUR.FAC. SPACING 8-0-0 R/- Scale =.3125"/Ft. 20.0 PSF REF R408-- 21589 7.0 PSF DATE 03/17/17 10.0 PSF DRW NCUSR408 17076215 0.0 PSF HC -ENG KD/WHK 37.0 PSF SEQN- 24194 1.25 FROM UT 24.0" JREF- 1VZ7408_ZO7 IwaOwr• 11016 MR 10110111111 to ALL OoffYC1wa INIMMIo M IS1Al1Of. Tree.-- rM.lti _tr- _n I" r Imtlp. tidllro. Y IAI,p. I"•ulllro •w M_Ip. Yr -r v . tie I.t_t wlcl_ •r so [.Ill 1•IrW C.W— Arty I"n,al•", b ,1 .IIs .rrA) r•r _f-ty 6r_tl 6N/- IIIA* t rI-etlw. Im"61 - wll P-1- t•-6or• Y M_In= 6-r WSJ. Ywlw• rotor 0 t. -IIMe w l ler- .rq•r ly -t"a" .trotor61 -lI••tl1114 -n1 •-t16- eler6 wl l •-w . 6r-6-rly Kt a D x1016 _1(1(16. Lsi•tl-re -le-n r -r 6-r--II-"t 1•t•r-1 r_tr Im of --•• w11 II-.- M•tlri6 1_t•Ilw I•I 67.., ...,6. _ .6.11er1.. •M 1r 61.t_ oI ••6" r.6• -. t.u-• -n6 /o -III I -• w -n .•w - 1•IIK .-L 11•. I/IIAt "R•6 .tM71 _. brM t 6x••1116- 160.4 IM .t•"66r. .1.t1 P -It1 I-. r M611e. • •Ivl-ion or n1 WI1-Iny Gs6arent- Orq Im. wll not M rw 1• r•r .rp 6-vl.tl_ frwLAYL=' ANI Wt -r Jr_I"y. -IO' AI lore b W116 tre trw In e_r-ror.:- -Iq AIe1T1 1. er IWr111n=. MI6.Ip. 1_x.11-t1m M•elp or aro.•... w ql• 6x0/6. w It-• My 11•tlq ql• Ar6.11 If/16.666 ••666WM M pelta lsl MI -••f l 1 -+sola llq =Itly Z tlI• r•I I,1/•I" IY •f tAl• r ll f.I 61 6WIOI1 1• 24Maakee omp or, SEIM ISO I•ulq •r q•8.1101.0 11-1v— 6— AMmf11 1 L•.a. OrbokFL 32837 iv e- In1-r_tl_ r t"1- J-•'- — -1 ret-- 6•r .lI• elrr r •1 V.: FL MA 60271 AV IME: -_.-161_Ite— A•w. I• ylmt.-r6: SIG: -w..-e„Isntry.w•: IGC: —1-.--r-.-r6 1 TC LL TC DL BC DL BC LL _ TOT. LD. DUR.FAC. SPACING 8-0-0 R/- Scale =.3125"/Ft. 20.0 PSF REF R408-- 21589 7.0 PSF DATE 03/17/17 10.0 PSF DRW NCUSR408 17076215 0.0 PSF HC -ENG KD/WHK 37.0 PSF SEQN- 24194 1.25 FROM UT 24.0" JREF- 1VZ7408_ZO7 7SB79-/NEO RE5I1JENGE -- 670 S Locust Ave. SANFORO, FL 32777 - Value Set: 138 (Effective 6/1/2013) Top chord 20 SP 42 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom Mord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load is 1.50. 4X6= THIS ING PREPARED FRO COIBUIER IKVT [u1J1DS DIAMISIOS) SMITTED BY TRUSS WR. 139 mph Wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, rind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on M9FRS with additional C&C member design. See DWGS A1401SENC101014 b GBLLETIN1014 for gable wind bracing requirements. cw•r km I )— LA9 kA l ) did Lc- 1-4-0-1-) L- 6-6-0 _I_ 6-6-0 J 13-0-0 Over Continuous Support R=87 PLF U=26 PLF W=13-0-0 RL=B/-8 PLF Design Crit: FBC2014Res/TPI-2007(STD) \ I...• H:,. PLT TYP. Wave FT/RT=016 0% /0 0 15 W f •' :1 FL/ -/5/-/-/R/- Scale=.5"/Ft. wa1HDI •• Is" ue fame AU OMNI vr swill TC LL 20.0 PSFIrme•• nell nu mwll o ra oonue,ol Iwuml e. Ilr 1{lf. l 1 REF R408-- 21590 1wa •itI .r,p1 (wild.#p c4dill t 24r.a"1'f:,:•tuq, „ri"•"q. 1'>':•:-fba„";r`•t. O' 0 TC OL 7.0 PSF DATE 03/17/17 m »rfwlne 1".» Netlw. 1»f 11•r• •"•ll 1M 1w t•tMr•r —..@ ... WS1. YM•» ,ldt" w11 1r",...'•r1,, .c1.t....1„¢tar.l ....1".ne "• "•a1— a,•,• —.r..•./"` BC DL 10.0 PSF ORW RCUSR108 77076218Old —I line. l.e•t.— •1v,. f•, p•,.•...a 1•W.1 ,..tr.1"t N ••.• •1r11 ..•.• -».p .»Lll.s S T Of• Iw W. , w S,O. » ••rll..1.• MM pl— d w" f.» N trr..ro -.111— w .1.•...te.• d nD »...t....,.,..». if.. t...».ne. ,.o..: ...1....11.w. BC LL 0.0 PSF HC -ENG KD/WHK I 11..s. • aw1.l— of In S 11.1q fw.. — t• Uro1O w11 »t » n•0•....• rw .N .w 1•t1- fro. • ,. 1N Y61/r/ t— a.—rIV1• 4 If Iq. f•11.ro » .u1t •rat•:• •nl •r •, 1../Ilne.-//Iq. • •••• AN IrW COMpWY 1»YII•al— M»Iq •f a,r•.•. (s,s, ••...••( TOT. LD. 37.0 PSF SEQN- 24195 wl 1i11"i'4 .e. H'ti u 1e. lr'. o:.,l tr'i iv .w... 1.M0i.1. I'.r. rtiw1Di A. r 21001ahOrmRDr,s ISO 1m11a .f e.. ,nd1q 0-60— r.• 1llvnf , ro.a. IIIM' DUR. FAC . 1.25 FROM MT orrmef 17 2ru' '"f..."" _"I. J" 9 -0 — "°""° w•. " •." PAC 1 NG 24.0" JREF- 1 VZ7408_Z07PILMAu2nurlss: 1•.ro11..cs: TPI: WMA: ICC: .1•.»t...o, ....»t1fe.lfs.t: 1—f....o illiam H. Krick Lic- Number 70 61S 15879-/NE71 RE5IDENCL -- 510 5 Locust Ave. SANFORD. FL 32771 - EJ2) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 20 SP #2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 5 x— R=41 U=21 0-1 -5- S+- 8-9-10 3-2 R=31 U=4 -0-002.S 2X I(A1)r- 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bind loads and reactions based on MRS with additional C&C member design. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load Is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0,162"x3.5"), toe nailed at Bot chord. 1-1 -a &J, 98Sorts R-77 U=14 11=7.625" RL -27 O nlAtmy, Design Crit: FBC2014Res/TPI -2007 (STD) P';;..H' !tfiQ"'ae PLT TYP. Have FT/RT=O% O% /0(0) 15. 1 FL/ -/5/-/-/R/- Scale=.5"/Ft. IMMINGI• MW M AxM All WIWI is THIS 01111111i1 r TC LL 20.0 PSFulanwr• ROUN I711 owlo 10 Au CMVLWNM HIMMOM M I TIWm. : REF R408-- 21591 Trues• raw&— utr•m ew1 In I..rlutll, 1,•,1.11V MI•.11. I,mllll .,1/ M.el1. MI.r m .11• 11 Q, 0 I.m.t ..m— .r of tw,lmll ce1.11.,1c s.r q' Inr.,tl.w, 0, m .,r trru> r« ••r cr rr<tl Irl 1 1 TC DL 7.0 PSF DATE 03/17/17 m .•rr r.11 ties. rl.letl.M. 1n 11w..11.11 petil0• t.1..r.ry .r e11 .•r .CSI. O, 1 n.tM elver .11.11 11..,. lar••rlr .ttaell...tru 61 .11.•t1111 •N ..tt•. a. a, .11.11 ft" . rr..rlr •t 6.1111. I.e tl.,..l,•e, ..r ..r_I.It Iwr.l r.•trnl.t a _....•11 11.......11 IAmllr,... •u 3 T 0 • BC DL 10.0 PSF DRW WAMR408 17078217 I— u, n w 1110. M .ql le..l.. AAI, •I.— m well a— t trr. vel• .e.lI,— n ti J.1nt 0•mll., —1— rot.. •tll•,1... Mnr m -0. 1.011-f r.r .t., - 01..m d L lf t •ir BC LL 0.0 PSF HC -ENG KD/WHKA101n•, ..wl•1•n er 1n W11.11 C...elrlt. Or.y In...l.•11 w.t •• rwywOl.l• res w91 -am IV. rr.. • • w11..,q r./l•r. m rlla w t1a1.. In e=,r...,t. .ltn AI=1.,.1 ,..r r.r 11.11.111..n1,.11. ,c`••.• • 1 ..• G TOT. LD. 37.0 PSF SEQN- 24196ANRWODMfMNY1mt.l btlew Awell •r tr.,•.w. .,,. M 1 .11x1..1..1,........ r•r 11.611 en1..1r•lA, lla.aan ....eAa.. «.,x...1..1..11...11 'rS/NAI DUR. FAC . 1.25 FROM NR111..n1l lq =7= 101.0 1, trn1..•1m Iq .11. 1...r 1..1,x11 MV , 2_ 1. 2/ODIahOM Swt130 ^q•l.1/lq.r el. rl/m1 s.lv.r... Mal/We 1 w.e. o1m+r i2i17 w '"r•r••"•• Wim'. J•• P,1•r.1 A ~ tlr.• m..1 PACING 24.0" JREF- 1VZ7408_Z07LLMA9027! Av1A[: 1.In•Im.ee": I/: w4 w7: Mat ...e 11Y,•try.e..: 10C: .lee..f•.e1 illiam H. Krick Lie. Number 7026!S 75679 -/NEW RESIDENCE -- 510 5 Locust Ave. SANFORD. FL 32771 - Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP B2 Dense Bot chord 2x4 SP 42 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MRS loads based on trusses located at least 7.50 ft. from roof edge. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MRS with additional Ci11C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide 2 ? 16d common nails 0.162x3.5" toe nailed at Top chord. Provide 2 ) 16d common nails 0.162"x3.5", toe nailed at Sot chord. 2X4 ul R=52 U=23 0-9-11 X8-9-15 1-1-7 T 3-7 J 2.5 - 0-0 R=39 U=0 2X4111 1-1 -15 Over 3 Su orte R=71 U=22 W=5.125" PLT TYP. Wave Design Crit: FBC2014Res/TP 1-2007 (STD) FT/RT=O% 0% )/0(0) 15. H. ah TY:1 FL/ -/5/-/-/R/- Scale =.5"/Ft. d po AN nw coMrlwr UMIWcl•• UM AS FOLIA Au al 1x11 a JU f 611141111112".Fun1a1 NIS 1111w11u A AU amu mo 11111.WNO T1aC1TAlLa d Tru.•• r.p11r. •ar-r• 1n h r1e .qp. 1x1 -long. .1.1g1q. 1-t.t11-0 Moo -Ing. 0.r r - w u D. DB 1 173 ,..11.1-0 c.s,.,lt s.r ty l"r•.-tl«. y T.1 •.,1„ nr ..root, 0- 1 .rl srr«.1ro n... rl.letlw. 1-1,•x..11.11 rr .f t.lr•r•ry .r.t„q poor Otsl. 9.1•.. net 0 x 1.ra w1I ,... r.q.rly .ts•en.e .t.1s-r.l .11..L11q .,r Noose, .n.r..n.l, 1100. • r,.r•ryho . t 1910 -111-0. L -1w . r•r 9.,,1.nt 1.-x•1 ,•. Who, N x..11.11 ne1i. er•elq Ire -1100 s K4Iw7%7 - 910. - •glleeel•. Agly Piet.• - •..n r.- .r - - r••Itl- s .,s1 • ting 1.I,K 0.-11.. -0 - ret.0 -n.t.l-. Mr x - Nw1q. low.& n, .tw _ rI.- r•.It1w. 8 T cr A1rl,...1I., .r m d1 t cew.,t. Orgy 1.0..1.11 rot .. rW ftrle1• per .q I : nopl. n pre. • ` '• 0. •,11r r•, 1•r. u ."11s w t.u. Ie selnrr,e .Itn Ai1/1 1 1. w nr 1rs11-0, -1p1-0. 1,q-11.t1O111 execlq er tri,..... 4Css/ .......•• (\ 1q"'n"":s ".t.Wei 1:"' Oi1iAl r a. e.11mq 0..111,., 9.. A111151/1"1 S.:. „„'' TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF9. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 21592 DATE 03/17/17 DQW RCUSR408 17076278 HC -ENG KD/WHK SEQN- 24197 DUR. FAC. 1 .2$ FROM MT 61SPAC 1 NG 24.0" 1REF- 1VZ7408_ZO7dlmd/, FL 32117 FL MA 90271 per ..r. 1.,e,..t1•n w -1. des•• V-.. rot- x•110 ••0 ws r .1-: ALPINE. w..1e1,.1-.ev: TPI: ..•. er„I.t..ry: IIM: 1a: w. 1et.•f•.er9 iiliam H. Krick Lic. Number 70 1DLIlg-/RLW KWIUtIYGt -- b1U S LACUst Ave. SMFUKU, FL 3Z771 - Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP /2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. THIS ONG PREPARED FROM CORNITER MIT (LOADS 9 DIKIISIONSIS SUBIIITTEa BY TRUSS Wit. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MORS with additional C&C member design. Deflection meets L/240 live and V1B0 total load. Creep Increase factor for dead load Is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5" , toe nailed at Bot chord. 2X4 (A1) t* R=141 U=71 * 10-6-9 1-8-10 R=107 U=5 T 8-0-0 L16 -1 -4 -0 -90 -J i-- 6-0-0 Over 3 Supports 3 R-323 U=83 5=7.625" RL=108/-37 Design Crit: FBC2014Res/TP I -2007 (STD) P';:.•H: PLT TYP. Brave FT/RT=O%0% /0 0 15. Ivy:17 FL/ -/5/-/-/R/- Scale=.5"/Ft. 9MIWQI •• KO AR9 FMAM ALL AD=D 071119 011111101 Ii0R7ARr• RA19I1 11119 a M U ALL MM &M IMMMIM 71e Iw MAM. TC LL 20.0 PSF REF 1408-- 21593 TM•o• r•MI,Ir. ••tr— wM. lw rtMleatlw). Il• s loss. HIIpll,lp. one": 11.8 •,le _.' . 4ror m — Il 1•Wt Mlcl•w N / (9"I l.lno cipso— 9•r•ty Inro.-.a l.w. 4 MI rr iG) h1 YfH;y /r••tl Irl MZ o. 0 1 TC DL 7.0 PSF DATE 03/17/17 to I•rf•rfln/ til••• fret)—. I00t•11•1• —11 I—Ift t.*or•ry.rrlwp I•r W40. Iln.w• Moto. tols Hiss —,I Iwo I.al.rly •setao wow • yly •ttr"•t•r•1 Hlw 1" wr -- •1-" .loll wr 11010 colllny. L—tl•M- Howl ror Mr w,w,t 1-6rwtrolM of ••O• H -ll low N••111p 1A411M WS W. At 620. Apply BC DL 10.0 PSF WD10W HCUSR408 7078204 p d L 1— •r •• Mlwllrr•1•. /.•W to I•ell r— •f err• •MA Io•It.— w How. M-w• lo J•IM Attalla. rl— Moth Klor-Iw. Not— to Owlnpo 1WMI for ot•,bN II•t• goltl—. A111Mr. .Mil •lo l•n •f It1 901 /ell,q oto =out Ilse. —ll — w rol/wol.l• M •MP M-•1Kion rry t'@ BC LL 0.0 PSF HC -ENG KD/WHK AN IrW OD1,11AW Iln.. my f.11w• to "'I sotn• a.r. 1w telr.M"e• .lta ANS""I I.no. -,pp .0. IMrt•74.$- • bwlwp •f trrw•. t,. l ' G\ TOT. LD. 37.0 PSF SEQN- 24198 fol 'o :I lt" IQ .Wi1 ti r• p'tl l'p w11 tr'l l;q If t711. 4 1 'fW0/" fl ~ NAL DUR. FAC. 1.25 FROM MT2400LabOmr@,Sob ISO a of e1Mo M11.1M 0-.§— I•r mal/"I 19w.A. PACING 24:0" JREF- 1VZ7408_Z07QI, FL 32137 FLCOA902n For •-r• InroratlM - qlt Jo'• y-rr•1 MOW 14 slw• M •IW: IIt,IIa: —.•1.1».not-, 1r1:—.t,lrot.Ilp: WfG•—.H,elwb-t.,•w-: ICC:—•Itt,•,•••r. illiam H. Mck Lic. Number 70 t15519 -/NEW RE5IDENGE -- 510 5 LOCUSt Ave. SANFORD, FL 32771 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and U180 total load. Creep increase factor for dead load Is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. THIS Ow; PREPARED MEN tJ SWFR 10iff rLOAM A Diff -M KI S"MITED RV TRUSS RC4. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located rithin 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC OL -4.2 psf, rInd BC DL=5.0 psf. GCpi(*/-)=0.18 Wind loads and reactions based on WFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 2X4(A1)O LC -14-0--J 4-0-0 2-0-0 6-0-0 Over 3 Support R=323 U=83 W=7.625" RL=105/-33 R=135 U=55 + 10-6-9 2-1-10 8-7 R=75 U=21 TT T- 0-0 Design Crit: FBC2014Res/TP I -2007 (STD) pp M 1. PLT TYP . Wave FT/RT=096 096 /0 0 15 7r+ ••O'Cl' QTY :1 FL/ -/5/-/-/R/- Sca 1 e =.S"/Ft. i'DalRal•• REAR WPaur &L WM 0 THIS MMIMI TC LL 20.0 PSFIwalNIP. I lot TRIS R in im TILL m9Rmens IR7Ja1W M IpTAuAn. •! • yYG REF '408-- 21594 Tr,4r. r•4,Ir• ••tri — 1• f.•rlrtl ", Ir,•11 _Irrlp. Irl•IIIp 4Ir..rip. rr.. r nil L DATE 03/17/17l41•t_t ••Itlr N K!I ldll•I.0 csssp R s•".q'wr•rstl—. •y T 1 —• =IG) rw rI•q rr—t1 wl r o. 08 1 3 TC DL 7.0 PSF tis0-ft—mopp nor fupto—. 1r 11•r• Mrll rlvl_ trr•nry •r—Ip r•r Mo. IMI_• —1 - r•1 i / f ryI Is .IIuro Mull 1 • rfq•rly -t—••• -r.l -I r 'M •,r ••Its e14,r •ILII /,•w • so • ly .t Bt, DL 10.0 PSF DRW IICDSR406 17078205Af101•-IIIIIr. l•e•tI44 •1.1.01 /.f /•I_II4lt 1•W1 r••tr•I- N •••. Yrll Iw. M -Ip lrt•Ilr r 2 Ir4 V. 17 w 110. _ .r011 1.. .rrlr rl•t•• -well f— f trw •n. r—Itlr r ei•.n rI. Q L o 1.• 1•1- 27111sitist767 lnlr..etr -lurl r. bM r Or—Ip• T.M.f f•r .tMYw. r1•t• twit l•n•. S T O ' 11 •1rlr...1.1.1_ .. M ..11.Ip c. oil's—.• 01.,41_. ~I pt - r.-...1.1. ror r, ...I.t.- . w Q BC LL 0.0 PSF HC—ENG KDAHK Ip. Ism f•I lilt. _ -110 t11• tr,4• In •4lrrrif .la AMS1rn1 1. w far 14sssoI Ip. •Illrrlp. • /t'/ ANI '-"I1.to—. V -Ip •r to—. 1-0trt 1 0 ( a 1 ,,.••t1 TOT. LD. 37.0 PSF SEQN— 24199 IN lul'q r+1~ti tl rlw lil 1~ TM-IYltlity r rf tAlr .1s1 ti Iib 1 {7 • •• w• • •` bOOl tc p, 150 ,41.IIIq .r r1. ,Il.lp d•I f rw ARUMS 1 9r 11. S ONA1. N DUR. FAC . 1.25 FROM MT Orbak 0l +Btt Wilr:tls•Q twFL00A90Av1R1. 4js1-1p.—•rt=gu•• p illiam H. Krick Lic. Number 70 61SPAC I NG 24.0" JREF— 1VZ7408_ZO7 03/17/2017 15819-/NEMF RESIDENCE -- 510 5 Locust Ave. SANFORD, FL 32771 - EJ68) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x4 SP t2 Dense Blebs 2x4 SP I3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 pst non -concurrent live load. Deflection meets L/240 IIve and L/180 total load. Creep Increase factor for dead load is 1.50. THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMEOISIONS) SWYITTED BY TRUSS 1671 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Blind loads and reactions based on NBFRS with additional Ci1C member design. Shim all supports to solid bearing. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. W(A1)o L* -1-4-0---J 2-0-0I 4-0-0 6-0-0 Over 3 Support R=322 U=83 B1=7.625" RL=102/-30 R=138 U=66 + 10-6-9 2-6-10 3-7 R-95 U=10 -0-0 03/17/2017 Design Crit: FOC2014Res/TPI-2007(STD) H. °4• PLT TYP. Wave FT/RT=O% 091 /0 0 15 7/e •• QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WNIINDI •• Miss Ala FNLLv AIA WM a THIS a intTCIworAw. rosin TNIO w m m ALL OMMLWs IMV ONNO 711 ISTAIiO{. i8 LL 20.0 PSF REF R408-- 21595 Trrr• ,.,1n .rtf.l rr. In f.O, It.tlnp, wOnO11n1. MIAIro, IIYII Int .w. Nvl l,. ON.r is nil lust rmw, .r SCSI (W Inlq c..r..,,e lwnq Infr ul. ti 711 .r. /IG) Mr Ifq cru •,I 0. 0 1 TC DL 7.0 PSF DATE 03/17/17 ft— tl... rlstlO Iw.ullOr..n•l1 pw11w t10rery r I,A •.f Mo. 0nl.r ,ail 1 3 DRW NCUSR408 17078206 tw w.,. /1.11 .w.. r.r.,lr Kerb .t,r.tu,.l .n ..@ .,I. O.tt— a ,r —to n.w . /r..Ory .t I~.Nbrjirr101d -M.D. I.t.tl•.. Nww, .rrrnt rwtrant wi. wall w.— --too .—If- BC DL 10.0 PSF i"f trAKuuI—Mi r --in" i .2 O•omw 1 .1"...'I",:— wf In r/ulwo rte..... &-* I—. II t e. r..o.. .. W.'W « Lel.n f S T OBC LL 0.0 PSF HC -ENG KD/WHK wIAO, M too. l.r. a 1.,11. tw. tw In m f of o:o .IN ANSI/TPI 1. ., r., I f I.E. -1817. SEQN- 24200ANIODMIMNYIItw111t10" A --.no 01.. 1 .•• rl M110.16 b—IIO r w,11.1 uaIIO 11110 b-1 1001.0W N w..•• \ SS ONAL TOT. LD. 37.0 PSF 0y0 000.{M n/W10I I welwsfl INIIp.f Owl III.J ' .f tAl• MIwO M.q IRl1w0.. I. N6 DUR.FAC. 1.25 FROM MT2x00LauteOmmFeD/. Sbne ISO 1/ q Ab//mo I 61SPAC(NG 24.0" JREF- 1VZ7408_ZO7FLCDANOM it err Iwrv..t l.n r J,1. Jr'• 0I.r.1 n.s.. 04 .,,. U,M• V •1U.: ALPINE: )1: t.I".t. q: frG:.....ptlwlYtry..r: la:....ICCYf•.OrO illiamH.KrickLic.Number 70 03/17/2017 t1*U1•J-/Ktw KLJIULNUL -- 61U D LOCUSt Ave. SAKFUKU, rL JL771 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP A2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. WFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DIG PREPARED FROM COMPVNER 1NKIT (LOADS Is DIMENSIONS) SUBMITTED BY TRUSS IFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Rind loads and reactions based on WFRS with additional Cd1C member design. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. W(A1)= R=141 U=40 10-6-9 2-1 -1 T- 0-0 R=107 U=0 T 03/17/2017 LIE- 1-4 -0-1-J 6-0-0 6-0-0 Over 3 Support R-321 U=46 1=7.625" RL=66/-28 w Design Crit: FBC2014Res/TP I -2007 (STD) pp H. //'4 w PLT TYP. Rave FT/RT=O% O% /0 0 157•+ O'R' QTY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. RARRNRII•• 1rlw Mo FOAM AU MFIQ a THIS mr1191 IM WTM"• F 10 M13 valO 10 ALL mmunpa IIOJOIO to IaML1O3. s tr ; s TC LL 20.0 PSF REF 8408-- 21596 Tr—M HgY1H ORrM OM In I.-rl—tl.9. --11011.9. -IMI.9, IM -111.9.b -A0. 0.f-, — f-11 I.t—t -Its— .f .C31 tw.0.1.9I+s.ele s.r.q 1-fw—tl—, a TF1-d.TG1> ..r -rl r o. 0 1 3 TC DL 7.0 PSF DATE 03/17/17 rf.H110 tle-- NCt1.H. I--II-r. —11 3r-I0- t."-r.ry.rrl,0 /w K31. UHOO• lett. 1 DRN HCM408 17076207 HI-rtop 0 NI.11 ow-- ptW.rly -tt.OM .tr.e . Ne.tl.l.9 w ..tis N -H NI.11 11..- . yr.--ry - sold O.Il1.9. I—.$— N -1-n r---/fsnR IONr01 rsVO N O+. ~1 Iw- M<Ip Mauls• BC DL 10.0 PSF A tl-- 13. 37 w o/p, s t -Ile -1.. bMly pe— - -.tl. ft—r.— the- -r dsltl— — Nee. Y•. J.— p-411-. Iel.-t lett-tMHIM. "for t- dI--1"P UDA Z ow-tMYtrd r1"t. 0-w— SS T O • / BC LL 0.0 PSF HC -ENG KO/wHK AN IrW MAkW Irbe. . 01.1.0."t 1n t- 0..001.9 0swo 01-9IED. •"-61 7t -- Hywel-I. ft, -q dwl.0-" rI.9ttw 1. O-nftH»e- .01 Iml 1. - for II.t011.9.-Ip-1. vy 1'.11.— - W. -. 11..9 I --11.t1- «-1.9.f t-. 11 n % ,, r•t1' L7 ••»• • \ TOT. LD . 37.0 PSF SEQN- 24201 spplp r-e1i11Y1'q --1-I f tlilil el 1rwb• Ti ,1 1111Qdw- Ida -f WI- dY ll ti t-tlt lu tr QNA NG DUR. FAC. 1.25 FROM MTML4zOnsDr.,SoiltISO 0..1-111e,.1, tI. rlulMl Malmo T 3-.3. 161SPAC I NG 24.0" JREF- 1VZ7408_ZO7Qlnolo. FL 71137 FLCOA00 s 1— —H I"f-r—tl— .- I*1. JM'. o•—HI IeW R .r told.. M .I-.. MVIII[: nl:--.-I"tt.wo, RG: M.r01,—try.t 1a: --.lc: f-.Np illiem H. Krick Lic. Number 70 03/17/2017 15819-/NLBI RLSIOLNGL -- 610 5 Locust Ave. SANFORD, FL 32771 - GK3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP 113 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MRS. Bottom chord checked for 10.00 psf non -concurrent live load. 2X410 S 5-10 2X4s +8-0-0 2.5 2X4(A1)a THIS M PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 pif at 0.00 to 55 pif at 2.88 BC- From 20 pif at 0.00 to 20 pif at 2.58 BC- 1068.79 Ib Conc. Load at 0.94 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 03/17/2017 10-8 Over 2 Su or R=873 U=250 W=7.625" R=407 U=121 oftlift Design Crit: FBC2014Res/TP I -2007 (STD) 14 '4'., PLT TYP. Wave FT/RT=096 096 /0 0 15 7.e •• 0TY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. DARNINCI•• UM AMD FOLIA ALA W1113 ON INIS OMAMI1a1 IMPOMIAMf•• NNNIAH 11112 OMMIIIG 1O Au COW MAOIM INCu41MN M IOrA11MM. TC LL 20.0 PSF REF R408-- 21597 Tro•M rp,1r• utrr. or• 112 r•M le•tlro. rm11 •1H metro. Imt•I Ur9 ••• erK1ro. br•r ee bl1 t•t••e w1u.n •r Mui (M«Ite1ro roper— s•r•ty' Inr•r..u•n. by TPI •,.e VMS nr ••retr >••t, . rn r O. 08 i TC DL 7.0 PSF DATE 03/17/17 t• p•......9 c1r•• rtrCtlert•. I,rt•11•r• -11 prwlr• temp ...y --Iv per WAS. NHr• ,ot•e et r., 3 top cm" •.e11 Mr• property •tt•elme •errt«r•I •1r•trN1ro •r1r - •«err r.11 ,rr • prpp•r•y at r1Mlr eHl1ro• '--stone •roan r•r p•r.•n••c IB•r•1 rrtroom at e•e• W11 two ereelro 1r.t•11•r BC DL 10.0 PSF DRW HCUSR408 17076208 a I11Yr-J pec ler. u. ... -I a •.pilot le. Apply lett u row rete or err• ra pe•I.a,. •• I.. me t1r A1nt O•t.11.. r1•e. roc•r .en•r.tr br.r t. rreel,y /AM.t far .brWro rtes• p•tc1•n.. Al.,-. • e1v b1•n •r 11• ....,ro Co orrr.ce Oror Ino. •12.11 rot w r• -I.e• for • y -$at. r T O ep BC LL 0.0 PSF HC -ENG KD/WHK AN rrw COMMNY rtr lnM• ••y b11ur• to 1 Ir t«. trr• 112 eonfer.•t f• etc" ANSITI I. or for N„rt1nM• •1H..troptea•u•u rte sr.elro •r vw••e. L•'I...« I...r ;/ TOT. LD. 37.0 PSF SEQN- 24204 r.1i11 1'ry r lriY t r.0. tall. the. X10rrle17 ty roe 1 'i• .r 1. rr AM .t spur._ is • 6 rero- -a, N t.. rnaro mart ANSI/TPS t Fee.D. ONAI DUB. FAC. 1.25 FROM MT MLphDena Ik'Seek Mo per I NG 24.0" 1 JREF- 1VZ7408_Z07OdIMANIL32177FarereInert "t •r t"1• Jr'• M•rrr•1 rete• •pt •.e W •1 V•: FLCOAFOrn AVIN[:.r..1p1n.1t..ta. TI • -p- - q; NNit:.w.••st,ts,.ery ten; la: ew.let••re.ero illiam H. Krick Lic. Number 70 6iSPAC 03/17/2017 15819-/NtW Kt51UtWt -- 610 5 LocuSt Ave. SANFUND, FL SZ771 - Value Set: 138 (Effective 6/1/2013) Top chord 20 SP X92 Dense Bot chord 2x4 SP N2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common noils(0.162"x3.5"), toe nailed at Bot chord. TH1s oar PRrPARrO rano cnlm ffFR umur tL&Aos A n1uFNs)t1imm s1mirrFn RV TKrq OFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 plf at 0.00 to 55 pif at 3.94 BC- From 20 plf at 0.00 to 20 pif at 2.57 BC- From 10 pif at 2.57 to 10 pif at 3.94 TC- 51.62 Ib Conc. Load at 2.57 TC- 41.35 Ib Conc. Load at 2.74 BC- 38.65 Ib Conc. Load at 2.57 BC- 31.26 lb Conc. Load at 2.74 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3.54 I- +9-2-8 R=149 U=72 1- I0- 6 L+-8-5-10 0-4-1 R-89 U=6 T_ + 8-0-0 J 1.77 2X4(Al )o 3-11-5 Over 3 Supports R-206 U=62 W=4.383" PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=O% O% /0 0 15 M• H; /Y,4'a TY:1 FL/ -/5/-/-/R/- Scale=.5"/Ft. WARNINGI" UN Ala FMM AU, W TU ON TWOS OM1=1 Nr•• Helm THIS ORARIIW TO ALL OAWI MTM 1luallW TIO IbTALiaS. 1•• 11PWA TC LL 20.0 PSF REF R408-- 21598 OaIIPDPDO AN ITW COMR+MI 24M IA tOmp DO, 8mm ISO 1r ... r. lr• bVr. G» In .0 C-"- n.rllro. Mlgl O• IMOIUro •. •r•e„V• A•f•r t• »II o. 08 1wI•trt rlu•n •r SCSI (W u•Iro Caper.eH Lftr In»su•n. •r 7 1 •,I. OG) I•r w»ty p•eue orl to yr»r•InS t f mtIt I,Ht•11•r• •OHI O rw14 t•••pr•rr •r-1.* yr •CSI. Un1••• mtr 1 t•0 CIHN •••II OHM Ar•e•rlr •ttK'1.O •tr,st•r•1 •I,t"Ino • G•t,r CIHIO •NII ••M • •rq•rlr K I yla CHIIro. L•eNIMH •IL.,1 ». yr••M,t 1•pr•1 MLfNM Of ••M •nal Il.e. "r.Clro Impllr . retlen• p, A, er S/o. •• •yAl1• ; A R pl•t•• . rs" I•s• •t trlH• •ns Fr,tl•n •• •fe•n •ssr• tA1at. 1I•. H f 11 ar an..a... t.»r t..r.aro. ,Fu.: r.r a. r.,=.Lt. o»It1.H. S T O Alylw•. . Olv Llan .. 11• Su1IOl,q Cede^•^t. oro Im. •Iru ,ot •• r.yo,H u1• »r .rry .•vl•a en rr i • Iro..nr r.11•r. t..,,I1• ,. trw In t.,r•,ne• .1t11 AHSImI ,..r ..r Irrllro. •"I,.InR. ......... •• G I,Hu11•tI«. •r.e lr.p N t•u••••. 118 (t y v i 1: t Ir.pl IIYsn Tui'•ul f•'lliq"•iI' I i. •r a injnf- •1str'I r1. 17/O ALr••A HI 1114 of Ey S•IICI a 0••IOgr o.r AA41 TI , S••.2. TC DL BC DL BC LL TOT. LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 03/17/17 DRW NCUSR408 17076209 HC -ENG KD/WHK EQN- 24205 DUR. FAC. 1.25 FROM MT 6}S PACING 24.0" JREF- 1VZ7408 Z07d`FL 33537 FLCOA90775 1- _'. """' ::""'»' R'""" ""' AL/IMC ••I,In•It••tt-: TPI' t IIHt••.v Ru-•••kln,.t.,.• • Ix, »r••e•9 illiam H. Krick Lic. Number 70 03/17/2017 I301`J-i New N[JIULNUt -- 01U b I_ocusc Ave. bANrUKU, rI_ acirl - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP /2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load Is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. 5 R=25 U=14 0-1 -1 10-9 3-7 R=29 U=7 -0-0 2.5 W(A1)c- LIG-1-4-0-3-J 2 -0 Over 3 Su its R=196 U=64 W=7.625" RL=47/-24 Design Crit: FBC2014Res/TPI -2007 (STD) P 1 H• / fq''/ PLT TYP. Wave FT/RT=096 096 /0 0 15 pr/ TY:4 FL/ -/5/-/-/R/- Scale=.5"/Ft. MARMINGI•- KW AM FOLAA ALL NOID IN 7NIS DMIK' F TC LL 20.0 PSF6611PIAIF• FMIla 1NIN 001N010 ALL lSI1MCIM INI Ip11N1 M INITALLM. REF R408-- 21599 uw... r•p,l r. • e»ung. roMllro. N.,ping. te•a•Ulro ro •r«I,. A.r.r es • r•n rltlwl aMI(1.6I ng ce wrnI L-r•cy 1•r•lrtlr. by nI .•e TRA) r r »r•ty rr•<aI< rr1 0. 0 = TC DL 7.0 PSF DATE 03/17/17 u r•r ror•Ing tnr• r1.lealwl•. Irot•Il.r. •11.,1 •rw ls. arpr.ry N«Ing pr SCSI. N11«• roar of 1 a•r ...I •roll "•1r• pr•r•rly •tt•ere. •trraur•1 NYNIng .I1. •sta•• erose WII Iw1e • r..prly NtrlNl. e•ulro•=•<•alo» New. ror «r.•O•na I•a•r•1 r«vbR •r f •11.11 Irw sr»I,q In•unr S i = BC OL 10.0 PSF DRW i1CUSR406 17076210 I D u•ro u. N •r Oto. •• ."I erl•. Aply rl«« » •.en r«• sr <rr• .ro r.au» •• .ro.n .•.1.• — ALPO ale J•1 •t at•11., unl«. roar aMAI» br.r t•.r»Ing. IWA.x ror •bro.ro 1.a. p•,tlw1•. ' aS T O BC LL 0.0 PSF HC -ENG KD/WHK A.A.— • .Ivl•I— of I7• Su11.lng C.-P—t• ar fro —11 rot « rrprol•1• r- —,Mvl•al» r III k r»Ing. »y f.11ur. tp WI,. tro true. I. _r•,fw1•• .1t1, ANSI/TPI t, er fsr N 1, 0. •111p1 -q, TOT. LD. 37.0 PSF SEAN- 24202ANITWC7MAWYI11.<l» • sr—Ing •r crw»•. I- MI 1 tl11• tilng N •MI rr MIN 11q tAl• •r INN Iw71.NW •tt11e. N r.1r.1•Trl •lglng«Ing rCrrpwl•I l lq pl•ly 1•-r tiro. rip Nv1. 711. rltrll lq r-/ -w• .f NI• .r llq rr rp, wv Yuri 1• t+/O A` i 24DL•h0lNoeeDr SmIeISO rrrwwlNl,q N att. M,I.Ing a-,.- pr ANSI/TPI t N••.t. DUR. FAC. 1.25 FROM MT o1lar. 32137 F.r «,• I.rw»t1» •» -.. 3r•• °wer•I—<•.'.D. •"' "••• •"'•: PACING 24.0" JREF- 1VZ7408 Z07FLCOA00278ALPINE: w.NHrolb.Cr: TPI' w tp,roa..ry: RCA: --L"- la: •.• »r•.•ro illiam H. Krick Lic. Number 70 61S 03/1 7/2017 IOCI`J-/Ktw KtbIULNUt -- DIU b LCICUSL Ave. bAKrumu, rL 34111 - W9) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 2X4(A1)o Tule Mr. 01IMAOrn FOM CIWO1rrFO IWNff IMAM 1 MUFMCMUCI t101Y1TTFn kV TOIKC WO 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. R=87 U=45 9-B-9 1-3-10 R=69 1)=2 8-0-0 03/17/2017 Lc--1-4-0-BJ 4-0-0 Over 3 Supports R=253 U=70 W=7.625" RL=78/-30 I O79 Design Crit: FBC2014Res/T1PI-2OO7(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 TY:4 FL/- 5/-/-/R/- Scale=.5"/Ft. KV AS MM AU WD a nus ewIMCARNINCI•• OIIOIWWTellsTHIS To IWMIW MO TALIANS. TC LL 200 PSF REF R408-- 21600WF-- CIIO 111.1 CINOMCIM I Trw•« r.o Ir. •.err t•r• I, nvlotl q. Iweup. •,1qI O. 1 Noulro .ne •r«Inp. .w u . rorl e1N 4tot «1tI—.r SCSI (Wnel,p Copt•- S.roty Into -1 . by Dl •ne tint) ror •.rtty rr•etle rI 0, % 1 a TC DL 7.0 PSF DATE 03/17/17 w ..re-• 9 tIr•. 1—tlpN. 1-11•x• •NII .rwrlw tt..w.ry b,—Iv p.r SCSI. Onlw. pot« . 1 t.y —rd .MSI NM pty.rly -t—INO •<r.,eWr•I •IN•t,1„p .« __C1Nre ~I Nr.. pt•.rly -t r101t • ,11n . IOCNIr •ItIwI ror wrrn—t I, r 1 rw...... or — •INTI — •r -UIS Imtal« s i BC DL 10. D PSF DRW HCUSR408 17076211 d ^0PON t-tlt,N S1. S7 •r 5 I .• •lAllet 4ttly e1•ew Y t-, f-. • 1 ern•..« .••plot, « It .•. r• tIN 1011H Ott111•. WTI' a INt« •tINr.Iw. MrN to erwl,p• 7/W.i nr •ulWn I•t• yltl•M. O j BC LL 0.0 PSF HC -ENG KD/WHK IIIY 1 lyl w. • Olvrol« of 17S Sulleoq [OIIMIt• Orsq In•. .IN 11 4e w r«wlNUro r•r .ny wt btlpin !r St , AN I W COM*.W IMt:a1 I.. w-In..r"i:w.•"'•.erw In aelr.r na..Il11 unlml or ror II•n I In....I,.I,,. 1t `•.. •f TOT . LD . 37.0 PSF SEQN- 24203 I! p' : Ill' 1'V :.uiy'Or`r w"'«i.. 't:v t n:tWl lilt, Yle'wY .f NI."wbt:fqh' 'vl "'O DUR. FAC. 1.25 FROM MTr..S.I I•Ilop •r lrN S•I1e17 aW— AINOMMI 7 S—.:. NA1. 2400LdrOM IN,9drISO yr 24.0" JREF- 1VZ7408 ZO7on,ne7 n 3:131 wtr wr. --t—"" w.`""'°• • 9-1 :"• °•°• . r `""' —° •' ;" FLCOA+one ALPINE ..o , ..t : Til: y,n•a.try; tint: •.el,Ynary.ew: ICC. Iecuro.orS illiam H. Krick Lic. Number 70 61SPACING 03/17/2017 75879 -/NEW RESIOENCE -- 610 5 Locust Ave. SANFORU. FL 32771 - HJO) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load is 1.50. i 0-4-1 F W(A1)= THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 8.42 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 8.42 TC- 49.66 Ib Conc. Load at 2.83 TC- 174.24 Ib Conc. Load at 5.66 BC- 57.42 Ib Conc. Load at 2.83 BC- 137.54 Ib Conc. Load at 5.66 Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide (2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. 3.54 r-+ 10-6-5 R=135 U=50 1-11-6 R=149 U=6 + 9-1-7 1.77 k8-0-0 L-C-1-10-10- 8-5-1 Over 3 Support R=275 U=75 W=9.284" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0(0 15. 2 FL/ -/5/-/-/R/- Scale=.5"/Ft. ndLLQ- O AN nw mMMNY 2SooL 0=gD1 rlso WARMINGI•• UM Aim rouM ALL 0,LS ON THIS WMIMON F Iw= Wr•• rw11SM THIS owlan m All ISISACISo Ira+nlan THt IMMUOM. l 1T.r•w rayl.. carr In hNlutlq. NNllro, -IPPI.P. Iwta111p an• eraelq. Morar u ane 11 0. lapel w1t1w er rS1i;:.:1 P C„t Monty Nnreraltpw, y nI .n• WMA) ar wr..y PrattIt P. : to Palto"I a tp+pe fu le,la. IwuI1•ra a ,I Pra.,Iw ta.00r.ry bracing oar SCSI. ualwe petro •tor top chore .hall 1r.a Properly attacw otrl 'ral rr 1'9 err Mattama p • u1a11 lupe • Properly at ' 101. o.u11o. ta•t1aa..nwn for perr..nc L[ar.p rwv.lnt er..a..p n lope vwl» 1wt.naa a S T OJ.aa•e l.' q. A7 er _I . aPPlptlm la. AM oy Plat•. s aath rata atcore aro - plot. po u,aen EwerLha1'"' Motalla. Inlw• netts ethar lw. War ' arwl,ga 1a0A.] or tt•.C•r• Meta Ppe IClene. AIP1 w. • ao..lal.1 or rn •e11•I, C•q I...t. aor fro. .1r I1 t I r- I., oala ror any •ar1•tIw oro. /C•''` 1 er wrauuratopen• w tort 1n eenrersnet •1th AM31 TN t. er rer lwpeu p, =pp q. '1t i 1rr• t.11.tlan a arw lrq or Lara... fss ...... 1i1i1iq w i.iry t1• r1 1us1p Tpi'et•p'llib :r' •r ifi:'ot:lnn~.qr'c.t o i:' Qi A. rwPv.1s1110 •r =y r11e1ne o-•1o1er Par Ans1m1 i Sw.:. TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF 8408-- 21601 DATE 03/17/17 DRW HCUSR408 17076212 HC -ENG KD/INHK SEAN- 24206 DUR. FAC. 1 .25 FROM MT 6FSPACING 24.0" JREF- 1VZ7408 _Z07odnUFL32137 PI. THAtarn pr wra 1.ra,Y ... J-'. 9-1 net'. Pete .M "." wM .)tea: ALPINE: w-.•1PIw1O-.cpe: TPI: a-e•tP1..t «P: rru-a-.wtln.,atry.-w: 1« ....1«.....aro illiam H. Krick Lic. Number 70 CLR Reinforcing Member Substitution T -Reinforcement This detail is to be used when o Continuous Lateral Restraint (CLR) Or T-Reinf. is specified ono truss design but on alternative web L -Reinforcement: or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(W) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()K) T -reinforcement, L -reinforcement, or scob reinforcement to be some species and grode or better than web member unless specified otherwise on Engineer's sealed design. OK) Center scob on wide face of web. Apply (1) scob to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'xU%min) noils at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) noils of 6' o.c. Reinforcing member is o minimum 80% of web member length. Scab 03/17/2017 aeVAM Pe IKAO AND rLLLOV ALL NIMES ml 1NIS ORAVI161 C F '• '4y TC LL PSF REF CLR Subst. a.114 RIANU rUKISH 110S OMWIM to ALL CINIPACIMS Iltlumlf. TE MITALLCRS trusses r*tpore fatten! cors N f.w1categ, handleg s 'M piing ono Orac Refer to a 4r• j DATE 10/01/14talo, the latest edition or KSI (l.idhg Cwparnt Safety in arrotNn. by iP erw s x.A> for sere • ( . TC DL PSF practices prior to perforr" these f—ctloed. Installers shall provide temporary oraceg per KS Uiess top i noted otherwise. chord shell have properly attached strUctl.rol sheothirq and option have for lateral BC DL PSF DRWG BRCLBSUB1014vVshallaproperlyattachedrCc" Locations shown pernartnt restraint of . Shell have 63.67nt 110, as epaxaua. Apply pates to Rtl fop.r SI nandOnQE ndbracbVPOS S S os of tr.Ks end nasi:nn es sro.n ope.e emw en w Joe.t Detass. v+esa rota other.lsa i S` T O ;' BC LL Refer to roargs 16OA-2 for il.r l rd aete po nioro. S PSF AIpLx, a dMtlon of Ilv 6Jbmg Corpachli, fYnp Inc. shall not es resppraf0le for a, devbtlon f L=- TOT. LD. PSFANfiWCOMPANYthisro.eg, any fea.re to tmuad the tn.ss In conforhance with ANSVIPI 1. or for handIve. tl'IpReg, Inst 11611an 6 bracing; Of Ih ses. w •Y^ 1 'ea 1 f./ 13722 Rlvetpon Drive A Seel on this droang or cover page Usteg this rows g, VAcates acceptance of p—tes.10-1 a GineerI respara OSlty solely for the design slows The sJ1Ni1Hy and use or thin rasi+g al o ' DUR. FAC. for any structure Is the responsWNy of the bAdtig geslpernper ANSIAP1 1 Sect AL , Salta 200 Maryland Heights. Mo 63043 ALP, r-- ,rarhatio sea the jWS general notes page and these pee stirs, ph t.cmm 11p).aotprut.ora S6CA. aaastca0m I,ycrgl ICC. aaaxcsofeorg PACING 03/17/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height. Partially Enclosed. Exposure C. Kzt a 1.00 Or, 120 mph Wind Speed. 15' Mean Height. Enclosed, Exposure D, Kzt a 1.00 Or, 100 soh Wind Saeed. 15' Mean Heinht. Partiolly Enclosed. Excosure D. Kzt • 1.00 S 2x4 Brace Gable Vertical Spacing ISpecles I Grade No Braces 1) 1x4 •L• Brace a Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Bruce an (1) 2x6 'L' Bruce • (2) 2x6 'L' Bruce as Group A Group B Group A Group B Group A Group B Group A Group B jS U Q CU SPF H FHF 01 02 ertkal length nay be doubled short dogonal 18' Mace Is used Connecto 03 4' 1' 6' 7' 7' 1' 8' 6' e• 10' 10' !'• 10' 6' 13' 4• 13' 0' 14' 0' 14' 0' Stud 4' 1' 6' 7• 7' 0' B• 61 e' 10• 10' 1' 10' 6' 13' 4' 13. 10' 14' 0' 14' 0' Sto# ford Ni P DFL 4. 6' 7' 417. 8' 8' 8' 9' 0' 10' 4' 10' Sr 13' 8' 14. 0' 14' 0' 14' 0' 02 4' 3' 7. 3' 7' 7' 8' 7' e' 11' 10' 3' 0' e' 13' 6' 14' 0' 14' 0' 14' 0' 03 4' 2' 6. 0' 6' 4' 7• Il' e' 6' !0. 2• 10. 71 12' 5' 13' 4' 14' 0' 14. 0• Stud 4' 2' 6' 0• 6. 4• 7. H. 8. S. f0. 2' 10, 7' 12' 51 13. 4• 14' 0' 14' 0' Standard 4' 0' 5' 3' 5. 71 7. 0• 7. 61 9' 6' 10' 21 11' 0' 1P 10' 14' 0' 14. 0' U QJ 1 U Q SPF HF 01 / 02 4' 11' B' 4' e' e' 9' 10• 10' 3' 11' e' 12' 2' 14. 0' 14' 0' 14' 0' 14. 0' 03 4' 8' e' 1' 8• e' 9. 8' ]a 1' 11' 7' 12• 1• 14' 0' 14' 0' 14. 0' 14' w Stud 4' 8' 8' 1• e• 6• 9. e• 10 11 11. 7' 12' 1• 14' 0' 14. 0' 14' 0' 14' 0' Standard 4' 8' 6' 11• 7. 5' 9' 3' 9' 11' 11. 71 12' 1' 14. 0' 14. 0' 14' 0' 14' 0' SP D F L 01 5. 1• e' 5' e• 9• 9. 11• 10' 4' 11. 10' 12. 4' 14' 0• 14' 0' 14' 0' 14' 0' 02 4' 11' 8' 4' 8• s• 9. 10' 10, 3' 11' e' 12' 2' 14' 0' 14' 0' 14' 0' 14. 0' 03 4' 9' 7' 4• 7. 9' 9. 91 10, 2• 11• e' 12. 11 14' 0' 14' 0' 14. 0' 14 0' Stud 4 9' 7 4 7 9' 9' 9' 10' 2' 11' B' 12' I' 14' 0' 14. 0' 14' 0' 14. 0' Standard 4' 8' 6' 5' 6. 10' 8. 7• 9. 2' 11. 71 12• 1' 13' 6' 14. 0' 14. 0' 14' 0' d X U O 0i SPF u Ffl a1 / a2 5. 5' 9' 2' 9. 6' 10' 10' 11' 3' 11' e' 13' 5' 14. 0' 14' 0' 14' 0' to d,•aeiss I60A-z ter stalobN Plate ns. 3 1' 9. 0' 9. 4' IF 11' 1 12, 9, IT 14' 14' 14 14' Stud 5' 1' 9' 0' 9' 4' 10' s, Il' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5. 1' 8. 01 8' 6' 10' Ir 11. 1• 12. 91 13. 3• 14' 0• 14. 00 14. 0• S 14' 0• S P DFL 01 5' s• 9' 3' 9' e• 10' 11• 11' 4• 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' 02 5' 5' VE. 9' 6' 10, 10' 11' 3' 12' 11• 13' 5' 14' 0' 14' 0' 14. 0' 14' 0' 03 5' 3' 8' 5' 9' 0' 10' 9' ]I' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 00 14' 0' Stud 5. 3' 8' 5' 9. 0' !0' 9' Il' 2' 12' 10' !3' 4' 14' 0' 14 0' 14' 0' 14' 0' Standard 5. 1' 7. 5' 7. 11' 9 11• 10' 7• 12' 9• 13' 3• 14 0' !4 0• 1 14 0' Bracing Group Species and Grades/ Group At S race-Pi,x-fr men -fir r / r Steaafartl11 ita 1 Stud r3 Stud1 03 Stanford es fir-Lorch Southern Pine... r3 s3 Studlath Standard I Standard Group BI Hen -f r r1 L air rl as fr-Lorch Southern P"--- rl rl s2 r2 1x4 Braces shoo be SRB (Stress -Rated Board). for 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Retro Boards. Group B volt*& my be used ilih these od". Goble Truss Detoil Notes Wind Load deflection criterion Is U241), Provide uplift connections for 55 pit oyer continuous bearing (5 psf IC Dead Loodk Goble end Support& load from 4' W outlookers wnh 2' o' overhang, or 12• plywood overhang. Attach 'L' braces with 10d (0.128•x3.0' nin) nobs. im For n) 1' brace, space robs at 2' o.c. In 18' end Zones and 4' o.c. between =ones. Willior (2) 'L' braces, space nobs at 3' QC. N 10' end zones and 6' ac. between zones. L' bracing nust be o nYsnun of BOX of sea nenber length Goble Vertical Plate Sizes Vertical Lf th No S ice iLess than 4' V Iy4 or 2x3 careater than 4• 0' 3x4 Refer to connon truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this dotal. X. TOT. LD. 60 PSF 17 J,....I.nr •1n0FAX. SPACING 24.0' 03/17/2017 REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 iynn Aboutl Gable truss Diagonal brace option ertkal length nay be doubled short dogonal 18' Mace Is used Connecto L dlegonol Mace for 450* 45' NiateachendMaxwebBruce total length is 14•, 2x4 DF -L s2 or better diagonalVertkollengthMotelstrlgleIntableabove.M double cut( es shown) of 1 Upper end onttnu Connect dioga mrddpolntofverRefertochartabove wwVAlUlfpw READ Alm fRLOY ALL IMES IN ties MKVDO DVMfat IMUS" VMS JAWING 10 ALL C611RAVEM D4UalM lit DISIALLEI6AM TrusteehtMO,o, ln"61liq an) Is`wdlg_ lefts to tons. tea 4 elontr Ot KSI (orlCatM0. ftr set rwlp those funttlonfta E 4 VInstall a Yr"t Safety ProW t renperarrr oraIP) and SlWmm pr KRrtttkatpriortoWf_ eu rot OaheraW. top tlmrd Mat cotton r ed troll properly attathrd ttruetuml then ud Aron roH •properly 61tocrod Hdd ceeuo Locations shown for pefrolvnt lateral Poona t of Q 11U D 1 tlmll hove aratela Mtblled Per KSI tectlo,s p. 17 or DID. as applicable. Apply Plates to each f of truss and p0{"bn as aho•n aoevt and on the Joint twists. ,Ness naiad ottoralse. of ILf I to d,•aeiss I60A-z ter stalobN Plate ns. I1P1 ff W COMPANY GProositti ieee I.lrot ow far nem t air a fseun i ubAAddtNS the truss In COMCrl Ithh ANSI/IPI hsta"atlft. It araceo of lnsseA • A seal on this MasO or corer Pate IAtbv into Mdio. estates acceptance at prefesshw,al 13723 Rka,pon Odea for the 41PA trust lie tlttWny and use of this Meed49416dis200faranytrtfrrefparslslryort» bA30 b••V+ Per f Seel MwyWb Height&, MO 63043 ft&- nano erofrotlon see ants pa's gavofal rotes pap aha ""a was sneo ALPDO waa.•IpMtacou 1101- ass.tpYutom SKA aaasedMstryorW Ita sa•Iccssfeoro Bracing Group Species and Grades/ Group At S race-Pi,x-fr men -fir r / r Steaafartl11 ita 1 Stud r3 Stud1 03 Stanford es fir-Lorch Southern Pine... r3 s3 Studlath Standard I Standard Group BI Hen -f r r1 L air rl as fr-Lorch Southern P"--- rl rl s2 r2 1x4 Braces shoo be SRB (Stress -Rated Board). for 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Retro Boards. Group B volt*& my be used ilih these od". Goble Truss Detoil Notes Wind Load deflection criterion Is U241), Provide uplift connections for 55 pit oyer continuous bearing (5 psf IC Dead Loodk Goble end Support& load from 4' W outlookers wnh 2' o' overhang, or 12• plywood overhang. Attach 'L' braces with 10d (0.128•x3.0' nin) nobs. im For n) 1' brace, space robs at 2' o.c. In 18' end Zones and 4' o.c. between =ones. Willior (2) 'L' braces, space nobs at 3' QC. N 10' end zones and 6' ac. between zones. L' bracing nust be o nYsnun of BOX of sea nenber length Goble Vertical Plate Sizes Vertical Lf th No S ice iLess than 4' V Iy4 or 2x3 careater than 4• 0' 3x4 Refer to connon truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this dotal. X. TOT. LD. 60 PSF 17 J,....I.nr •1n0FAX. SPACING 24.0' 03/17/2017 REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 T RPInfo Ment Go Tr Gable Detail For Let -in Verticals uss Plate Sizes 3proprlote Alpine gable detoil for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use o to that covers the total area of opped plates to Spon the web. 2X4 2X4 2X8 rrovive connections for uplltt specitled on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nolls1 1001 Common (0.148'x 3.',min) Nolls at 4' o.c. plus 4) nalls In the top and bottom chords. Toenoiled Noils: IOd Common (0.148'x3',min) Toenolls at 4' o.c. plus 4) toenails in the top and bottom chords. This detoil to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A140150510141 A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Delo.) Drowings A11515ENC10f014. A12015ENCI01014, A14015ENC101014, A16015ENC101014, A18015ENC10i014. A20015ENCIOIO14, A20015END101014. A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENCIOIO14, A2003OENCIOIOJ4, A20030ENDI01014, A20030PED1g1014 S11515ENC1D0815, S12015ENC100815, S1401SENC100815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END1D0815, S2001SPED700815, S11530ENC100815, S12030ENCIOO815. S14030ENCID0815, S16030ENC100815, S18030ENCIOD815. S20030ENC100815, S20030END100815, S2003OPEDIOOB15 See appropriate Alpine gable detail for maximum unrelnf Fr length. 03/17/2017 T' Reinforcement Attochment Detail T' Relnforcing 'T' Reinforcing Member Member Toe -non - Or - End -noel To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must notch size, Specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Broce Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Rein F. Mbr. Size WONl10 1 READ AND FaLOW ALL NOTES ON THIS DRAWNGI f v C • 2x4 IMPDRIANT.. r10N11SH TMS DRAWING 10 ALL CONTRACTORS INCLUDING TIC INSTALLERS. 2x6 20 i v Vff'' QALMNIE Trusses reaulrt eltrene car fobrlcotft. handling t instOling and brachy Refer to a folio• the latest Pert ni BCSI se 1u p Component Sofrty Infornovide a or and SBCA) for safe. UN...ct,c no prior to per. top these all have Inftollerf shed Provide al She t b and per BCSI. Ureets noted ether Iy,6 tap chord shall nave properly attached structural fateralr o OOttOr cnhallnova • prOpKly ottOchetl rq b C1nVlp Locations shO.n (or pefhMrlt lateral ref traMt Of 1. still have brWho installed per Itsections 93. B7 or DID. as applicable. AOPly Plate. 10 each fac n Os Shen above and on the Joint Details, urllKt noted other.11e. Of truss Oha p0[It'1162045ZRefert0dro.inOs 1a04Z for Standard plate positions. t o 3 O T O • I AN ITW COMPANY 13723 Rherporl Drlvs suite 200 Maryland H*Wft. MO 63043 Alpby, o dl0sion of ITV Buildlnp Components Gro.V Inc, shall not be responsible for any deviation fr this **.Ing, any fafure to buntl the truss M conforhance with ANSI/TPI 1. or for hndI ng, shippog. Inst allatlon l bracft of trusses A tool on INS dr -Ing or cover Pape listing this Ora.bg, Mdl[otet oCCeptoKr of prMe[ibnel rnpineering responsibility solely for the design flown leer su ltoMlty and use of this drawing for any structure LL the responsibility of the Buf Wug Dealgher per AMI/TPI 1 SecP. ror more Mfornotbn tee INS pb's general notes pope Ind these Na shoo ALPINE- 1. &tpLneIt1.00n1 TPI' 1111pinstorgl SBCA, .osbdrdustryorpr ICG-1cctefe.orp o P 1 r 17 length. 03/17/2017 T' Reinforcement Attochment Detail T' Relnforcing 'T' Reinforcing Member Member Toe -non - Or - End -noel To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must notch size, Specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Broce Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Rein F. Mbr. Size T' in 2x4 30 2x6 20 MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 SUPPORT REPORT JOB DESCRIPTION: 15819 HIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+/ MAX. -t UPLFT.-I PROFILE Al 28.938 7.625 WALL 0.000 8.000 1173 131 Al 28.938 6.875 WALL 28.365 8.000 1210 129 A10 19.573 7.625 WALL 0.000 8.000 827 221 A10 19.573 3.000 HANGER 19.323 8.000 728 232 All 19.573 7.625 WALL 0.000 8.000 827 228 All 19.573 3.000 HANGER 19.323 8.000 728 226 Al2 19.573 7.625 WALL 0.000 8.000 827 235 Al2 19.573 3.000 HANGER 19.323 8.000 727 222 A13G 19.573 7.625 WALL 0.000 8.000 1519 452 A13G 19.573 3.000 HANGER 19.323 8.000 1550 425 A2 28.938 7.625 WALL 0.000 8.000 1174 159 A2 28.938 6.875 WALL 28.365 8.000 1212 160 A3 28.667 7.625 WALL 0.000 8.000 1170 340 A3 28.667 3.000 HANGER 28.417 8.078 1069 305 A4 31.792 7.625 WALL 0.000 8.000 1339 413 A4 31.792 3.000 WALL 31.542 8.000 1782 531 AS 31.792 7.625 WALL 0.000 8.000 1285 375 AS 31.792 3.000 WALL 31.542 8.000 1191 346 A6G 31.792 7.625 WALL 0.000 8.000 2519 755 A6G 31.792 3.000 WALL 31.542 8.000 2447 750 A7 27.271 7.625 WALL 0.000 8.000 1110 128 A7 27.271 6.875 WALL 26.698 8.000 1028 90 A8 19.573 7.625 WALL 0.000 8.000 826 96 A8 19.573 3.000 HANGER 19.323 8.000 730 87 1 !1$ l%I 573 7.625 WALL 0.000 8.000 826 109 -------------------------------- y)e A9•'h.,c3' 73 3.000 HANGER 19.323 8.000 728 135 z : 81' mi 3.000 WALL 0.500 8.833 254 92 7.625 WALL 6.000 8.000 1142 455 r S B y 6., 7.625 WALL 25.365 8.000 964--------------394 z w y B2S I77 9 •• •• 177 6.125 7.625 WALL WALL 0.823 6.000 8.833 8.000 172 1168 71 460 A 2 25.177 7.625 WALL 25.365 8.000 959 393 o a B E 26.000 3.000 WALL 0.500 8.833 334 126 83GE 26.000 7.625 WALL 6.000 8.000 1138 441 83GE 26.000 7.625 WALL 25.365 8.000 965 396 B4 19.615 3.000 WALL 0.000 8.000 880 360 B4 19.615 7.625 WALL 18.979 8.000 974 401 85G 19.615 3.000 WALL 0.000 8.000 4609 1022 85G 19.615 7.625 WALL 18.979 8.000 3240 926 C1 20.000 7.625 WALL 0.000 8.000 981 404 C1 20.000 7.625 WALL 19.365 8.000 981 404 C2GE 20.000 240.000 WALL 0.000 8.000 1660 480 CJ2 2.000 625 WALL 0.000 8.000 196 64 CJ2 2.000 11.500 MAILED 2.000 8.287 29 7 CJ2 2.000 1.500 NAILED 2.000 8.879 25 14 J CJ4 4.000 7.625 WALL 0.000 8.000 253 CJ4 4.000 1.500 NAILED 4.000 8.703 69 CJ4 4.000 1.500 NAILED 4.000 9.712 87 D1GE 13.000 156.000 WALL 0.000 8.000 1131 EJ2 1.876 7.625 WALL 0.000 8.000 77 E.02 1.876 1.500 NAILED 1.876 8.261 31 E.12 1.876 1.500 NAILED 1.876 6.802 41 EJ2A 1.912 5.125 WALL 0.000 8.000 71 EJ2A 1.912 1.500 NAILED 1.912 8.287 39 EJ2A 1.912 1.500 NAILED 1.912 8.827 52 EJ6 6.000 7.625• WALL 0.000 8.000 323 EJ6 6.000 1.500 NAILED 6.000 9.120 107 EJ6 6.000 1.500 NAILED 6.000 10.545 141 EJ6A 6.000 7.625 WALL 0.000 8.000 323 EJ6A 6.000 1.500 NAILED 6.000 8.703 75 EJ6A 6.000 1.500 NAILED 6.000 10.545 135 EJ6B 6.000 7.625 WALL 0.000 8.000 322 EJ68 6.000 1.500 NAILED 6.000 8.287 95 EJ6B 6.000 1.500 NAILED 6.00D 10.545 138 EJ6D 6.000 7.625 WALL 0.000 8.000 321 EJ6D 6.000 1.500 NAILED 6.000 8.000 107 EJ6D 6.000 1.500 NAILED 6.000 10.545 141 GK3 2.875 7.625 WALL 0.000 8.000 873 GK3 2.875 3.000 HANGER 2.625 8.467 407 70 2 as 338 83 21 55 83 10 66 46 0 40 250 121 HJ4 3.941 4.383 WALL 0.000 8.000 206 62 HJ4 3.941 1.500 NAILED 3.941 8.469 89 6 HJ4 3.941 1.500 NAILED 3.941 9.206 149 72 HJ8 8.423 9.284 WALL 0.000 8.000 275 75 HJ8 8.423 1.500 NAILED 8.423 9.120 149 6 HJ8 8.423 1.500 NAILED 8.423 10.527 135 50 0 z alll NM O_ p J T SHINGLE LOADING 139 m.p h. HAND i2 a EXPOSURE C 5 W C Q/ 4-1/16HEEL - BRC d2.5012 16.. Lilo a OVERHANG c 49'-0 PLUMB CUT a 0 TYPICAL TRUSS END W.0Q yv8 N O b V V a a a a a O - N Q < O N ALL BEAMS BY OTHERS V) I UNLESS NOTED ON LAYOUT. Ul all T ALL ROOF TRUSS HANGERS ARE C IMPSON HU526 OR HGU526-2 AND 0 C.12 aJ CJ2 ALL FLOOR HANGERS ARE HHUS46 W CJ4 L a ao 96-0. CJ4 UNLESS NOTED OTHERVASE BEARING HEIGHTS HANGER TAKEOFF O- e' -o' HEIGHTq Hu526H 6'_0 a a2) HGUS26-2 6'-10' HEIGHT NOTED Cl O c 19'-10' U V) co 90 7 EJ6 NOTEo2' -2'- 2'---2'--2'--2'-2'--2'--2'--0T-2' 2' 2' 2' 2' ' H wRCr A wdriu.rt s nuszs Q t.dlfpwC 9fOl fAafo[• A aO NC4 [O/hrt r C0EJ6 wPR RIN f (WD Mal Cw1[fAwH N AISa O•Q m wc.m• ••cn w .w.eno AID 1.mu1 32'-0- wo1 CF Ms wrwr n •Ana •wv.cnAr +ba Z y 35'-8 EJ6D 35._8. VAa v< u rto m IIs RSD N w M na roIIsc Ats•oMfan s' .oeIIo.ar, . san•ra Q: avwsalm ANDA u.un m n[ ma uc.wwoWD. m O wPD6w.II Alss°iaKY°K°r.wr.c u¢. n"rta cw.`w:a WARNINGW0) `BSG Z 1'8"13 CO a11Aw1 Awl y ocfmY •10 1!wwr M•0 0 0 0 Aa t9pM Irt d II A/Sa KFiI. R•n Z 0+ 84 N wv.cw nw .aawa cAII W Sri. T ROiM6PRC M•O 0 `n Yo.S ro A1M11 mnwa AND OPe4i a fa. .ro 0 p N ftm4wm` awe «'Tian a,rawa Z an1.u.1a Rsn..oc • w•o1e a a•1 Vrt —rte inQpiv a II.u n`nonrol Anal > a waulMo .. an.ar o nu+ EJ6A C 15-10 W01" .4a osunwa2 n K artca. ro ro. Ira o.ror oumc sr vwa 4a w•®a sRe m N a a om.[o10 ofsd Arssts swu t ,wa4II .n fir IIIc fafm. m w ., w.m w a EJ6B J N ATTENTIONJ01 APPROVAL OF THIS TRUSS LAYOUT 1S LU CI 7"12 NECESSARY BEFORE FABRICATION CAN BEGIN CL C 3* S" w 4 2 VERIFY SPANS, PITCHES. OVERHANGS. HEELS N AND BEARING CONDITIONS ACCEPTANCE OF 111 iT THIS LAYOUT ASSUMES TOTAL RESPONSIBIUTY. N CZGE TRUSSES WILL BE BUILT PER THIS LAYOUT. N 13'-0' 10'-0' 6,.,— S' -G 20'-0- OF FLOORR! A2CCU-SPAN I TRTRUSSES 49' -0 - LA' o TRUSS CO. 407 -921 -1440/386 -672 -5098/952 -SST -4901 A_ L0NCTT00Dl0ftW W 88AOHTNASCWM Scott west3 New Residence Q 1Vp1F/1iO. 610 Locust Ave. Sanford FI NTS II/ n/n MIKErT. F15;79 s •% RECORD COPY n City of Sanford Building and Fire Prevention Product Approval S Permit # # j' 7 - 9 8 9 Project Location Address 6010 LO Q' 'cation Form NGI SPNFpFtO 7 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging - a*--; r L FL I Z- Slidin M1 5 14710 i- IS"332 -R Sectional &Vez Nt*D a - Roll U Automatic Other 2. Windows 4 Single Hung MI WIV TsAo Horizontal Slider Casement Double Hun Fixed IU V4 Seete-C, i iFL l Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includingdecimal 3. Panel Walls Siding Soffits kA tu Aj m 15P -6100 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles He lZI 67 30 Pt- 14 - Underla ments r j4,WO,F Roofina Fasteners FA-VrF4A Ft- L-A5oo -irs Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Ka¢UrFK Co¢P 1IA Fi- 1r7Zb,IZ Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents oMrsav Pf elfts S-r&VI>Aeb Y sff- tr 2 2 - Other June 2014 0 • Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors 5 rnfrap& -119- HeT410 7PK,5 Raufox P01473 f— Truss Plates Qr-A Ris 19GIq Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels O-UW170, Insulation Forms Plastics Deck / Roof ItvE 14g 13w 05 S Z Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name uj,5,5 I Please Print) June 2014 0 BGS Hpma Log In User Registration Hot TOPICS Sub"* Surcharge stats It F005 PUalptlons F8C Staff SCIS SAO Map Unks Search Businq'(,`4)rofessibna, Moval Regulation Product Aperpval Menu > Product or Application Search > A_ppi otmn Lt > epOkatim pafall Fl. # FL15225-R3 Application Type Revision Code version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rlckw®rwbldgconsultants.com Vivian Wright rickw®rwbldgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation 8 Management Institute Validated By Ryan ). King, P.E. q Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) itnildillm 101/1.5.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 YAK 1997 2002 2002 2002 1994 https://floridabuildinQ.orp-/vr/pr ariv dtl.asnx?naram=wCvF.VXOwtT)nvlvVVK17.1ORAc 1/11MA14 THERMAITRU 0 THERMA TRU DOORS 1 to INDu"TMA DO.. 9009W10M. ON 4''!19 Fiber -Classic* and "Benchmark by Therma-Tru" 8' SINGLE AND DOUBLE OPAOUE OR GLAZED PANELS W/ S WVOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES I. product anchoring drawing hos been developed In compliance with the Sth Edition14) Florida Bullding Code jFBC) erckrdhg the No VelocBy Hurricaine Ione'. See the I gency certificate for sties. spodkotions and ro&o. pn;: A hor:hasbe as IBted and spaced as shown on detalls. Anchor embedment erlot atoll be beyond wall dressing, stucco, loom. brisk and other wall 3. 40 screws shell be installed IoAowhg Installation lsnlsuctions of ANWAF3PA NDS 2012. R1er fastener types to be Iriskftd followfig fastener monufocturel's instoeotbn 4. Fd ever embedment depths. edge distances and center -center distances 00 be as sp by the fastener mOMIOctV W but In no Instance thug they be less than shown In S. W thhrm core used, they must be a 11191 / 5111'r mOteriOt that compos with the ments of the FBC. 6. and negative design pressure requirements for use with this drawing sfuA be d by others for spectik jobs M accordance with the governing code. 7. Slt condtflore not covered by this drawing ore subject to Mther engineering analysis. ttu.sor DOUBLE W/ SIDEUIES 07(X0 MAX DEWN PRESSURE SS.O -SS.O SINDIE X MAX DESIGN PRESSURE 67.0 -67.0 74.50' MAX. OVERALL WIDTH t 2 J 3 S S TAM OF COMM IMCWWN t 2 J ebvotlorn deslp pressures Zgenerof notes Buck ancslorYlg s home anchorhg bane a lou of materials Hafaortkr a vertkd Bross sections VeAkd aas, sectlons ttu.sor DOUBLE W/ SIDEUIES 07(X0 MAX DEWN PRESSURE SS.O -SS.O SINDIE X MAX DESIGN PRESSURE 67.0 -67.0 74.50' MAX. OVERALL WIDTH t 2 J 3 S S SINDLE W/ sloruIES 0X0 MAX DESIGN PRESSURE 40.0 -80.0 DOUBLE xx MAX DESIGN PRESSURE 55.0 -5s.0 L= RAeeWAre AM a reset XWXW DONARW recta IAMM eMIaBLONARM raid N• • EADWO S&W MAX. OVERALL WIDTH 2 3 s SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE 40.0 -40.0 Azn A 2121112 N.7.S. er JK w RFS t to w,• a 15225.3-68 a MWMAX. ovEtAtt WIDTH t 2 J s s s SINDLE W/ sloruIES 0X0 MAX DESIGN PRESSURE 40.0 -80.0 DOUBLE xx MAX DESIGN PRESSURE 55.0 -5s.0 L= RAeeWAre AM a reset XWXW DONARW recta IAMM eMIaBLONARM raid N• • EADWO S&W MAX. OVERALL WIDTH 2 3 s SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE 40.0 -40.0 Azn A 2121112 N.7.S. er JK w RFS t to w,• a 15225.3-68 a Ix BUCK v d WPM II I1 `MULLION MASONRY 4 II SHOWN FOR OPENING TMP II REFERENCE HEAD I I do JAMBS 2x BUCK II II II II II SINGE W/SIDEL ITE BUCK ANCHORING MASONRY OPENING — ckmh S.G.tCSS. 2X BUCK WMANCHORN016: Wo oncAor bcaftm Ot tta Come% %ay be aqusted to nahtoh MtW mft arta c to n o - )DhR. ete 01dO I" I t" u rated cm %W. ON CFN19t nw0 be acAtvd /o Dh mW nh. edge dttarxro to mortarphA 10001a d conoWlW -kdxx b MKP~ to Craft ft 7AAX. ON C&4W dhwwalan oW not aveoeded. Wo oncher h"., r1- MASONRY OPENING 2X BUCK me II it I II I) MULLION I 1 4 II SHOWN FOR II TYP II REFERENCE II HEADII II do JAMBS II II II I II MULLION II II SHOWN FOR II II REFERENCE II II II II II 4• 4. 4- 4' 1 4 II MULLION TYP. HEAD II SHOWN FOR I SHOWNFOR MULLION SIIJAMBSIIREFERENCE11ASTRAGAL SHOWN FOR HEAD 1 REFERENCE II REFERENCE 2X JAMBS 1 II 1 BU C K 1 II II 1 II ASTRAGAL II a I I SHOWN FOR +" 1 ti 1 I I a v 1 d II 1 REFERENCE II c c 1 II 1 II 1 II II I II II DOUBLE DOOR DOUBLE W/I rt eBUCKANCHORINGMASONRY OPENING RUCK ANCHORIN d f 2 21 12 i N.T.S. er. JK • LFS i 15225.3-68 0 2 or 6 ANCHOR AW!b'••, NVL-;IX"AMC! Mgt CIXAMW I MA.J/.O IM :. fOAaiAt llfl: T ti 1.1 r 1. n r1- MASONRY OPENING 2X BUCK me II it I II I) MULLION I 1 4 II SHOWN FOR II TYP II REFERENCE II HEADII II do JAMBS II II II I II MULLION II II SHOWN FOR II II REFERENCE II II II II II 4• 4. 4- 4' 1 4 II MULLION TYP. HEAD II SHOWN FOR I SHOWNFOR MULLION SIIJAMBSIIREFERENCE11ASTRAGAL SHOWN FOR HEAD 1 REFERENCE II REFERENCE 2X JAMBS 1 II 1 BU C K 1 II II 1 II ASTRAGAL II a I I SHOWN FOR +" 1 ti 1 I I a v 1 d II 1 REFERENCE II c c 1 II 1 II 1 II II I II II DOUBLE DOOR DOUBLE W/I rt eBUCKANCHORINGMASONRY OPENING RUCK ANCHORIN d f 2 21 12 i N.T.S. er. JK • LFS i 15225.3-68 0 2 or 6 I 1. 2 t. 2. 3. C' i D' 'E n o ti C. 3• 7 7J• 0; IN PAIRS 30 P. F F—I (-- 3' J 3' —1 1- MULLION SHOWN T FOR wl REFERENCE •- i 0 X 15 _' 3Y.i W 2X BLOCK INSTALLATION 01G W/1X BUCK INSTALLA110N tl' O Oi Ci TYP. HEAP a rAMBs C C• b• •E• SINGLE DOOR W/SIO ITEC ro• A• 72J' B•f L MUWON SHOWN FOR REFERENCE t BUCK MSTALLATION ' n t BUCK INSTALLATION y HEAD & AMOS I SEE DETAIL '4' 0 I SEE W u 16 16 '^ 9+ DETAIL 6,12If2 Iin 5 N 1 _ _ C. VIEW 7!-'r "IV b•_,n, SINGfF DOOR WISDELITE VIEW a saw V/ ons>fws CDMLD rm rAUPOM MM NM (11. ALL scans m om A" amacnaw Waft Is direct set hsfo BIe)amb with (12) A8 x T pfh. wood spews. Thera ars (4) at eoCA Icd)omb, horn the top down at 13.5.31' 1&5 & dd•. them ors (2) at ft heoder of * from outside comers of the home. There ore (2) of the sM 4*from file ovhlde Comers. Pft sldeNe cOnskcfion with staples, Awls is direct tet kilo Nw)amb wft (q ?,J x Id go.. dforlg each)omb (d• from ends and egvay spaced Broreaft 4. 4CRE'TF ANCHOR NOIET: crate Onch r locoflp % of the comer may be odjusfed to mafntahl fhe min. b dblonee to natar/oh lL Crsle MCI a IDCOH s noted as "AAAX ON CE flW must be oqutted to itch On MM. edge dbtonee to morkw)ohsb, additional cot xrste onehin be required to ernes the 7NAx. ON CBd1 r dh halon are not exceeded nets onto fable: MLI/..09ARANCD' MR.CIMAUNCEIFrNOR;` AMCNOit : ::: ... ... .. PCOM• PC 3/16- 1.1/1 r 1.1/r B DETAIL •e• W/2X BUCK2 INSTALLATION W/iX BUCK INSTALLATIO 12 1 . C 1 DETAIL •1• 6 C SEE DETAIL ?' 4 6. INSTA BUCK S1 .N/ 2X LATKk ( + 1§ W/1X BUCK — N INSTALLA110, of ` JAMBS k W. 0 " b , hriv 16 SEE 5 _ DETAIL •1 ^ + 1 > Ir'I G d l9• A• B• SINGLE DOOo NEW A'— A• W/2X BUCK INSTALLATION 2 W/1X BUCK II INSTALLATION DETAIL •2• e 1 C 1 DETAIL •1• 221 12 T.S. X I FS. 3-68 c 3 ar 6 C• E' r 143. 3• 2 J T- o SEE NOTE 3 R IN PAIRS 300; n 10 X 1-344- PFH WOOD SCREW SHEET 3 p SEE DETAIL J' TYP. 10 X 1 PFH W CREW SQL 1 10 x 3 4 LG. P WOOD C Hine to Frame) STEEL 10 x 2 LG. PFH WOOD SCREW EL 3 8 x 2-1 2 I.G. PFH WOOD SCREW ASTRAGALA MULLION 4 4' —I A W/2X BUCK SHOWN FOR R SHOWN FOR rTR STE REFERENCE p REFERENCE I1 INSTALLATION ONLY R x FREOFERENCEHEAD R CONCRETE to 16 E to i EADER JAMB SUGAR PINE SG >- 0.34 5 m16 21 u 1? 1 5 o ID Cc., L E. DOUBLF DOOR W/SIDEL ITFS 7a 3 A' I ,-6. BUCK LATION DESCRIPTION g 6 r- o LATION EAD & IN PAIRS 300; n 10 X 1-344- PFH WOOD SCREW STEEL TYP. 10 X 1 PFH W CREW SQL 1 10 x 3 4 LG. P WOOD C Hine to Frame) STEEL 10 x 2 LG. PFH WOOD SCREW EL 3 8 x 2-1 2 I.G. PFH WOOD SCREW STEEL 4 4' —I A W/2X BUCK 5 r TR STE INSTALLATION W/1X BUCK 9 o I1 INSTALLATION SOiYP. x FREOFERENCEHEADan CONCRETE JAMBS 4 X 2-114" PFH ITIV CONCRETE SCREW STEEL i EADER JAMB SUGAR PINE SG >- 0.34 MOOD m16 21 4 THK. PRESSURE TREATED SIDELITE PAD 30 1 2 X 1 X 25 GA. CORRUGATED FASTENERI L R R 7a 3 A' I ,-6. BUCK LATION DESCRIPTION BUCK e o LATION EAD & li tj p JAMBS 10 X 1-344- PFH WOOD SCREW STEEL C! t. V SEE kDETAIL '4' 913 E c p SEE e 16 n 16 — DETAIL c I1' I 5 S + . i U T- 11 A' VIEW 'F• -"E' DOUBLE DOOR VIEW A•_ A• sown V/ W"DWA omkm7m ASIDML IICY /1e (n. iu snonr 10 ooa +we oxxaenaet W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 t4 C Itern DESCRIPTION Moteriol A 10 x 2-1 WOOD SCREW STEEL B 10 X 1-344- PFH WOOD SCREW STEEL C 10 X 1 PFH W CREW SQL 1 10 x 3 4 LG. P WOOD C Hine to Frame) STEEL 10 x 2 LG. PFH WOOD SCREW EL 3 8 x 2-1 2 I.G. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4 x 1-3 4 111M PFH CONCRETE SCREW STE 9 1 4 x 3-314- ITW` PFH CONCRETE SCREW STE I1 16 x 3—la, ITW PFH CONCRETE SCREW STE 12 1 4 x J-1/4- ITW PFH CONCRETE SCREW S t3 ONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 01 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 4 X 2-114" PFH ITIV CONCRETE SCREW STEEL 20 EADER JAMB SUGAR PINE SG >- 0.34 MOOD m16 21 4 THK. PRESSURE TREATED SIDELITE PAD 30 1 2 X 1 X 25 GA. CORRUGATED FASTENERI L W/2X BUCK3 INSTALLATION 1 0 W/iX BUCK 11 DETAIL '1• INSTALLATION DETAIL J' g ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. C 1 DETAIL •4• 2121112 N.T.S. ft JK tR LFS i re w. r 15225.3-68 u 4 or _6 n IG H o 2121112 N.T.S. ft JK tR LFS i re w. r 15225.3-68 u 4 or _6 n BUCK INTERIOR 1 HEAD JAMS S np t bawl EXTERIOR A 11S h INTERIOR EXTERIOR Z HEAD JAMA S tri BUCK INTERIOR EXTERIOR SMM SPACEL—I.Irmim. 11sMM, Be. be. Typ. VERI1CAL SIDE JAMB to 2, luaaxu WwMng ff~ 2X BUCK d INTERIOR EXTERIOR 3 HEAD JAMA INTERIOR EXTERIOR oas MM. C4IMC o.2s MAX SHM SPACE LIS, Mel. EMe. S VERDGL SIDE JAMA S T= I L 2121112 c N.T.S. S n JK e L n: LFS iwie w: a 15225.3-68 0 0 5 or 6 t• ee * C! s I L 2121112 c N.T.S. S n JK e L n: LFS iwie w: a 15225.3-68 0 0 5 or 6 INTERIOR 1 VERRCAL CROSS SWWN 6 ft ap conrigu mm EXTERIOR 4 VERMAL CROSS SECIMM 6 bww:iip confguotbn imall ME -a JOubvt cwftwation FSo VERDCAL CROSS SECRON 6 Ovhwkvconriguolbn INTERIOR EXTERIOR 3 20 i RT TR a \ VERRGL CROSS SECITON EMIOR 6QVER ICAL CROSS SEC170N 6 Oubvtvconfiguallon ANNE s DA,<221 12 i x". N.T.S. OEM at. A • Cm. w: LFS ; oiwng ra: FL -15225.)-68 0 oat F ar t f tN 1t1 1 Business & Professional Regulation SCIS Home • Log In User Registration Hot Topics Submit Surcharge Slats a Facts Publlobons j FaC Staff SCIS Srte Map Links Search Fbrida re Product Approval USER: Public User Product Approval Menu > Produet or ApoliraUon Search > Application List > Application Detail FL # FL15332-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsitfinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method ly>41t1<;Z • • Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https:Hfloridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW]dku3B... 4/10/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL. EXTRUDED ALUMINUM 6063-T5. 6 UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQIU RED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 10 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 D. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO AS1M C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE- STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS AND LLCMIWI9oo0WKEs JL a 1iCIo i DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.I. REVISED PER NEW TESTING 10/29/13 R.I. ADDED FLANGE AND FIN INSTALLATIONS 17/06/13 R.I. REVISED INSTALLATION DETAILS 07/30/15 R.L. SIGNED: 10/22/201 S AND LLCMIWI9oo0WKEs JL a 1iCIo i DD PARKWAY FLOWER MOUND, TX 75028 GENSF. 1 0 B = SERIES 420 SGD 96" X 80" NON—REINFORCED NOTES OFt6* 0E ! D TAT A10RIO"' CO'Z DRAWN: OAC NO. 08- 5004== A S OIIIAIT O?\\`` iO' NTS DATE 02/23/09 6' MAX 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART y3 FOR NUMBER OF LOCATIONS REQUIRED 17" r I MAX O.C.r 6' MAX DESCIOPUM DIE 17" MAX O.C. 0 X IO" IT REVISED PER NEW TESTING 10/29/13 IAX AME IGHT 12/06/13 s' MAx REVISED INSTALLATION DETAILS 07/30/15 SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 41 AND X2 FOR OTHER UNITS RATINGS 6' MAX REVIMMS Frame Single Panel and Total Franc INIM (in) DESCIOPUM DIE APPROVED ADDED CHARTS D3/05/12 RL. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL. REVISED INSTALLATION DETAILS 07/30/15 R L. CHART NI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Dear n pressure chart fpsO Frame Single Panel and Total Franc INIM (in) Height 30.0 36.0 4LO 48.0 n) 80.00 72.00 84 00 96.00 PoNag PoeNay Poa Nap Poa Neg 80.0 80.0 40.0 1 55.1 1 40.0 1 48.2 1 40.0 1 43.4 1 40.0 1 40.0 CHART I2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET 1 Deargn pressure chart (psi) Frame Single Panel and Total Frame 1Mdth (n) Height 30.0 38.0 ILO 48.0 n) 60.00 72.00 64.00 96.00 Pas Nag Pos Nap Pos Nap POS Nag 80.0 55.1 55.1 48.2 1 48.2 I 43.4 I 43.4 40.0 40.0 CHART R3 Number or anchor locaUonsroqulred Single Panel and Total Frame VA M (a1) Frame Height 30.0 311.0 42.0 48.0 60.0 720 84.0 98.0 n) HQS IJemb I H8S I Jamb I H6S I Jamb H6S I Jamb 60.0 4 1 5 1 5 1 5 1 6 1 5 6 1 5 F.A. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION 08-00498 P_ -2 0F 10 SIGNED: 10/22/2015 f 6 FA HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART p4 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX AXrO.C. 11 r 6" MAX Sh& Panal and Total Unit Vddd1(in) DESCRFnON DkTE 17' MAX D.C. ADDED CHARTS O X REVISED PER NEW TESTING r- R.I. ADDED FLANGE AND FIN INSTALLATIONS a R.L. 0- 07/30/15 R.L. AX GHT 6' MAX 6' MAX i SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION DESIGN PRESSURE RATING IMPACT RATING AT SILL SEE CHART /4 140.0PSF NONE FOR NUMBER Of LOCATIONS REQUIRED SEE CHARTS 8t AND M2 SHEET 2 FOR OTHER UNITS RATINGS RLMSIONS Sh& Panal and Total Unit Vddd1(in) DESCRFnON DkTE PPRmm ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.I. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. I'MART&A Number o/ anchor locations required Sh& Panal and Total Unit Vddd1(in) Frame HeIIII'1 ih) 30.0 96 0 1 42.0 1 48.0 80.0 72.0 1 81.0 88.0 HdS Jsma H&S I Jamb I H&S I Jamb NLS Jump180.0 4 5 5 1 5 1 6 1 5 8 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80' NON—REINFORCED FIN ELEVATION ORAwN: Owc NO. F.A. 08-00498 SruE NTS D"E 02/23/09 ISMM3 OF 10 SIGNED. 10/22/2015 9 OENSac Pe4Ai OF MVACE 10 WOOD SCREW I WOOD FRAMING y OR 2X BUCK BY OTHERS EXTERIOR I' I' II I INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. HENT MIN. STANCE k_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00498 CAL' NTS PAIL 02/23/0 SINEE14 OF 10 SIGNED: 10/22/2015 v,•GENSFgJ+ A ; STAT OF,E ossonl'aL tv\` Illll ONS 1/2" MIN. NLv DtStMFnON DATE ,WPRMO EDGE DISTANCE A ADDED CHARTS 03/05/12 R L. B REVISED PER NEW TESTING 10/29/13 R.L. 1 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R L. WOOD FRAMING, OR 2X BUCK EMBEgMENT 0 REVISED INSTALLATION DETAILS 07/]0/15 IR.L. BY 0711ERS MAX SHIM 10 WOOD SPACE 1 3/8" MIN. EMBEDMENT 1 1/4" MAX. r SHIM SPACE SCREW INTERIOR T- 12" EDGE DISTANCE 10 WOOD SCREW I WOOD FRAMING y OR 2X BUCK BY OTHERS EXTERIOR I' I' II I INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. HENT MIN. STANCE k_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00498 CAL' NTS PAIL 02/23/0 SINEE14 OF 10 SIGNED: 10/22/2015 v,•GENSFgJ+ A ; STAT OF,E ossonl'aL tv\` Illll METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS L 3/4" MIN. I( EDGE DISTANCE Ip 1/4" MAX. 6A ® r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 II 11 II INTERIOR ILL TO BE SET IN 1 BED OF kPPROvED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T_ 3/4" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG N0. F.A. 08-00498 susc NTS I DATE 02/23/09 s11EET 5 OF 10 SIGNED: 10/22/2015 L R I IC 0', ii CEIVO ZG 4.T.ATOE OF ; OF•'c ORlO• \a\. S/NAL1 G`x REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSIALLA71DNS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG N0. F.A. 08-00498 susc NTS I DATE 02/23/09 s11EET 5 OF 10 SIGNED: 10/22/2015 L R I IC 0', ii CEIVO ZG 4.T.ATOE OF ; OF•'c ORlO• \a\. S/NAL1 G`x E CONCRETE/ J MASONRY BY OTHERS / OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR J 2 1/2" MIN. L- EDGE DISTANCE Ir n 1 1/4" MIN. 4 EMBEDMENT a 1 1/4" MAX SHIM SPACEilzi--T 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4 a 1 1/4" MIN. a• EMBEDMENT a A REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 01/05/12 RL. REVISED PER NEw TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLA71ONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/10/15 R.L. 1 MIN. J EMBEDBED MENT 1 T— 1/4" MAX 2 1/2" c SHIM SPACE MIN. I INTERIOR EDGE DISTANCE o I _ r 3/16" TAPCON CONCRETE/MASONRY BY OTHERS D 1 a o • EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEWSONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES, I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 10/22/2015 VERTICAL CROSS SECTION CONCRETFJMASONRYINSTALL.4TICW MI WINDOWSAND DOORS LLC 5 R / 1900 LAKESIDE Py\.L0 FLOWER MOUND, Tx 75028 •\GEiV& y SERIES 420 SGD 0 6 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS , TAT OFINA; Dum. orc No. REv i'O S'PCORIOP G Z 08OO STSCALENTSpe1E02/23/09 68OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT SHIM SPACE 10 WOOD SCREW EXTERIOR II It 11 II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17H ASTM E2112 1 3/8" MIN. EMBEDMENT T_ 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS 3E SET IN F APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. HENT MIN. L.- .1 CQ 1/4" MAX. SHIM SPACE INTERIOR k__ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DNG NO. F.A. 1 08-00498 SIGNED: 10/22/2015 RNISSIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. INTERIOR k__ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DNG NO. F.A. 1 08-00498 SIGNED: 10/22/2015 3/4- MIN J EDGEEDDISTANCE t _I METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE T 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 3/t" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 3/4" MI EDGE DIST/ L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS DESCRR'TION DATE MPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE MO FIN INSTALLATIONS 19/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED FLANGE INSTALLATION DETAILS TIMM: DUG NO. F.A. 1 08-00498 E NTS IoAlc 02/23/09 snccl8 OF 10 SIGNED: 10/22/2015 N J\ S\ OEN&*.,f 0 6 ••*= SATE OF ; 4u:Z i0IV i/ IONAE 1 \\ a CONCRETE/ MASONRY BY OTHERS OPTION - ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. _J EDGE DISTANCE 1 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1 "—I —ll -1 3/16" TAPCON EXTERIOR II I1 11-11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a T y 1 1/4" MIN. 4 EMBEDMENT e 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I REVISIONS DCSCRR'IWN DATE I •PPRMD ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/20/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/00/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 F 1/4"MAX. SHIM SPACE cn r cnlvn JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 10/22/2015 DISTANCE MI NII D LLC 5 R 11 L/p 1/1, EDGE VERTICAL CROSS SECTION OOOLAKESIDEWS PDOORS FLOWER MOUND, TX 75028 GENSF 9j+ CONCRETEANASONRY INSTALLATION 0SERIES420SGD X 80" NON -REINFORCEDNfOTAILFLANGEINSTALLATIONDETAILS Bch*= o E LA96" D • TAT Of ;W i'P••'c(ORlO;• DRAW110REVD»c F A 08-00498 D ss/DNA 11S G` NTS DArE 02 23 09 90 10 WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4" MIN EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN _ 1 1/4_ MIN. EMBEDMENT Q8 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAXfSHIMSPACE 7/16" MIN j EDGE DISTANCE HOOK STRIP INSTALLATION MASONRY=NCRETE METAL STRUCTURE 3/4" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP REVISIONS 2X BUCK OR EDGE DISTANCE REV DESCRIPTION DATE APPROVED BY OTHERS A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. INTERIOR C ADDED FLANGE AND FIN INSTALLATIONS 17/06/13 R.L. HOOK STRIP D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 5/8" HIV. EDGE DIST. 2X BUCKAVOOD FRAMING TRIM ° . ° METAL STRUCTURE INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS SIGNED: 10/22/2015 HOOK STRIP 1X BUCK BY OTHERS, 1X BUCK TO BE MI PROPERLY SECURED LO i' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY=NCRETE METAL STRUCTURE 3/4" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP 1/2" LAIN. 2X BUCK OR EDGE DISTANCE WOOD FRAMING EXTERIOR - BY OTHERS I TRIM 1 3/8" MIN. INTERIOR EMBEDMENT HOOK STRIP I X10 WOOD HOOK STRIP INSTALLATION MASONRY=NCRETE METAL STRUCTURE 3/4" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP DSCRs PANEL 10 SELF DRILLING SCREW EXTERIOR - INTERLOCK PANEL EXTERIOR INTERLOCK EXTERIOR INTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION2XBUCKAVOODFRAMING METAL STRUCTURE SIGNED: 10/22/2015 MI WINDOWS D DOO RS LLC LO i' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION LAKESIDE FLOWER MOUND, TX 75028 J\S R v••GENS 9Uii FOR SILL INSTALLATION SEE SHEETS 4.9. SERIES 420 SGD 0 6 *= NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FIN 96" X 80" NON—REINFORCED AND HOOK INSTALLATION DETAILS Pp0• TAT OF2. NOT SHOWN FOR CLARITY PERIMETER AND JOINTSEALANT BY TO BE i'FSDESIGNEDINACCORDANCEWITHASTM E2E ZS ORAwN: OwG No REV c•[ pRTO c\,\. 08SOOa90 D Sl1111111%\\`\ SCALE NTS DATE 02/23/09 OF 10 Florida Building Code Online Page 1 of 4 vv—cV-(ca 0 Pc,,E-:- Irl } f : - ,.,I ..,' w. , y,n'.. ' i <<; - I .i i ; ' ii::: ''w::::aTi{'"s'.:''iiCv'%a..°e.Y:.., w:.s',. r L" :iv v 7: 1 aG5 Mom4 U9 In USS 4ey'striEon Mot TOM gusines: Product Approval Professional - ir!•Eun Atorwal hVnu > Pr--ducl ar AccliJt on Search > r +n .s > &40h LVn VqW f,•" x` FLA FL8248-R12 ApplkaGonType Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Ercall 3395 Addison Drive Pensacola, FL 32514 850) 474.9890 Mark_Garon®Overheaddoor-com Authorized Signature Greg Taylor gtaylor®Wayne-DaRon.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474.9490 Mark_GaronOOverheaddoor.com Quality Assurance Representative Address/Phone/Ercall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Mark A. Sawicki the Evaluation Report Florida Ucense PE -72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P. Arneson, P.E. q Validation Checklist - Hardcopy Received Certificate of Independence FLO2 48 R12 COl C01 Cert of .1rd Scat -s 2014 VJD s.r::f FL924a R12 COI Mark Sawicki Ind cert.rJ FLR248 R12 COI Vai-dator Cert of Ird 'rlavne Daltrn.cgf Referenced Standard and Year (of Standard) standard WX ANSI/DASMA-108 2002 d.rai iCOs ' 4 M Sudivrp Stats a FAM ftift3buft FEC SW MS Sita'40 Wat Saardl ir!•Eun Atorwal hVnu > Pr--ducl ar AccliJt on Search > r +n .s > &40h LVn VqW f,•" x` FLA FL8248-R12 ApplkaGonType Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Ercall 3395 Addison Drive Pensacola, FL 32514 850) 474.9890 Mark_Garon®Overheaddoor-com Authorized Signature Greg Taylor gtaylor®Wayne-DaRon.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474.9490 Mark_GaronOOverheaddoor.com Quality Assurance Representative Address/Phone/Ercall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Mark A. Sawicki the Evaluation Report Florida Ucense PE -72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P. Arneson, P.E. q Validation Checklist - Hardcopy Received Certificate of Independence FLO2 48 R12 COl C01 Cert of .1rd Scat -s 2014 VJD s.r::f FL924a R12 COI Mark Sawicki Ind cert.rJ FLR248 R12 COI Vai-dator Cert of Ird 'rlavne Daltrn.cgf Referenced Standard and Year (of Standard) standard XW ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By httr,o•//Ar.r+rlohrnlrl nn r..n/r.lnr onn hit) ocv%v?rv3mm-tv!`,FVXn%utllntt;mPhRf;hvRvWriA Z/7Z/?m6 1 T RESSTART GLAMC, OPTION- IMPACT RESSTAllt RAZING S'STEW MAY GL NSTA LAD N TDP OIL lNTITUrAATE SECTION (NTH OR WTHOUT DECORATIVE WP.TS). GLAZING 94ALL BE 1/4- POLILARROMATE• IJAXIMUM (AZINC DIMENSIONS SHALL RE it' . 17' CUTOUT. FASTENED MTM /! 1 1' SMS: 31 ALONG THE (HORIZONTAL AND 2X ALDVC M VEPTICAL. SEE DETAIL E ON SHEET 2 fCP. AISEMMY OETAII.S. L MON-IMPACT IMSTANT aAZNC OPTION - 000' MRPNUM SSB GL.ADNC N WOL EC FRAMES SCREMED IDOETKR 014 A MINIUM 0 (10) 00.1- SCREWS INSTALLED N TOP OR THIMPMEDIATE ACTION (01" OR MTNOUT EEOORAINE INSERTS) M/.EfS UNNDRM STATIC TOM PRESSURES SHDIMf ON THIS DRAWNf. RAZINC SHALL HAVE A MAXIMUM W..ICHHT OF IOAV AND A MAXIMUM LEWIN OF 19.04•. OLAD,O IS NOT ONPACT RESSTANT AND DOES NOT MEET THE REOAREXPITS roll MND -BORNE DEBPIS REIIONS. S. VkVL OR WOW ODA STOP MAILED A MAXIMUM Of 6- D.C. MUST OYMAP TCP AND ODIN ETHOS Of PARIES MRNlAA1 ?/to- TO MELT NECATNE NWSIU•!S. KEY LOCI. SLIDE LOCHS. OR OPERATOR REQAREO. S. MOLD fRAWtS SCREWED TOOCTMM OPTION - .04or WNW1.OLNEI014 A IM MNNUM 6 (to) 06.1- SCREWS INSTALLED m THE ROTTIW SECTION. LOUYURS APE MOT MAW CT RESSIA017 AND 00 NOT MEET TIE. PCOUIREMPNTS FOR YAIA-11MME WINS REdDNS, 0, SECTION SIM 10 MAK A WNIMUM 29 CA fMCI1E5S 1. THE A.SON Or IM SUPPO 11No STRUCTURAL. EUMpttS SHALL BE TIME RESPOW49UTY Or THE PRORSSKRAL Or RECORD F(R THE BUILDING OR STRUCTURE AND N ACCUR)ANa WIN CUPRrNT BUILDING CODES rC1 111E LOADS LISTED ON THIS DRAINING. 6. DOOR JAMB To BE MNNIMIM 2.4 STTMCRPtAL ORADC LUMPIER. PETER TO JA D CONNECTION SLPI;CENT roll ATIA04MCNT TO'A"OPTNC STRUCTURE. 0. "A LOW MCAD RDC+ LIR CONDIIIOMs, Too BRACKET SMALL BE A 13 CA EMIT 7/4 TOP PACNLT WIII A IIRIAIM Of (3) 1/•-1N7/r SrV DRILLING CIw"IE 1 LIEU 0 THE RAC ET SK04 CM THIS ONAWIIR U-SAR Ol TOP SECTION 94A1 BE INSTALLED OM TEP OF LII MP BRACKETS PRESSURE 10DM 10 T I UMFoBM LOAD EAP" PAs (PIF) I YAM R •t.vK4 K 1YA c .IRR• Nor 111. -!AI' )!.1 Lf rSIl:1 C. tr 14", 1 P•Ilf \•MHN !4VtA i •tN 1•AUVOU 1.11• Irtl V •r.:. •tN v naP.n Lb•:1.Lt na+ trrr•:. 13 CA NMZ ANGLE 13 GA rLAC A*= 10 CA Mm HDRIZTRACK 3/1601-5/E' LAC SCREW (MN • AS 94004) 1 •-204/16- LAPOE lE TRACK DOLTS OR 1/4-20 STUDS WIT" 1/A-20 NEIL NUTS 19 CA TOM VERTTRACK 1/4-204/10' TRACH BOLT AND 1/4-20 HEX NUT AT EACH JB -LIS JAMB BRACKET LOCATION 6/16.1-5/6- uo SCREW At EACH JAMB ORACKET 16 CA STFSENED JAMB BRACKETS SEE SCIELOULE rOR OJAMTY, LOCATION. AND TYPE NET LOCK OR SLIDE LOCK EACH DO (NOT REOLWED WTH OPEVIATOR - SEE NOTE •). ARE LOCK SHOU N FOR RARITY RM (•) SECTION SOLD UO- 91GBN. SEE SIEE1 OR LIT4 SONDOORSIN00 SECTION aANn!!CS AND SEE NOTES T AND 2 THIS SHUT FOR OLADMO OPTIONS. CA END STILE am lir DOR SHOWN SEE SHELF 2 FOR HINGE AND STILE LOCATIONS ON OMR SZE DOORS. i,TI. .. . J r'ZN•r, I N) CA LD1 MR S11Lf nl Ur11nt.0 110;.4: in StA1Y bNl ICU\•R`• ARI. 401 164 --Cl r,( J:IRY1 CRT 1-/19/117 J AIN V IV" I% EG,j IAYI W A)NL RD040 DI IA11. E 'I- El ; oP CLA/If1C ADrn3l f/A LAnnt mIL44'19 lC nla •i ':NEEM 1 M:Tflrf MM9 DRACKET SH>HEIml AOr(D TPAC[ TO n.AG CONti1 Cno" K:RT It/m/n1 l V01111E0 1.011014 c:•nCN AonLD mwA ICE\7. NUTA.Wr ET If TIRE FLOCK. 1 RT 9/19/09 4 tepoARll IIP£ PIOC AND V -ACT U Alt.f. Gift -/16/17 am lir DOR SHOWN SEE SHELF 2 FOR HINGE AND STILE LOCATIONS ON OMR SZE DOORS. US) rOLLOWNG DINCN90N DENOTES SLOTTED JAMB •RACKET ATTACHED TO TRACK WITH 1/•-1U.9/N' TRACK BOLT AND NUT AS SNOW/ ABOVE. MOORS COWER IMAM It N HlODIIT RCONRE USE Or ODNIINUOUS WALL ANGLE. SLE SUF% NENT IRAs CHART r0, OETALS. SfAUt• PRLSSAPR RATPICS_ AI1i OKO 5111: SCAI•L: N.F i-- 5jiT A - W DE'ICN (PPF}_ #.11.40/-_1.4•.10 MAX 1KU1H -to-.. - _UAD. -- - NAVF - fEST (PSF'c 1 51.60/-51.95 MA% Hf.IfNl: - 1<'-0_- IMPACT/CYCLIC PAYO (YES/VII)-. TT:S MAt( !i- Ent V H01.11T• 71 _Cr•ECKED 1/: 7/0/ M Vt111 - 11t•F,1 'I OI 1•• MODELS 1(000/3100 A 1 0• UN 10•LN) POOP IOL^, ---••------ -•-'-- ---- (VIAWNr. PART :HC. N_4. 339% AKO150N DRIVE C - I rl C 1 A' 1.1 KnSAfJX•A rLrAFCA ml• WINDLOAD PECIFICA ION OF'W N COD 1 l_ 32702 L P- i,TI. .. . J r'ZN•r, I i' # '1'1.1 ' I' , ';: lEiii S Jif_ 1S i7Il!:1f1 7Llt1.:1011111."!/Llil li illlil.;a'r ifLl[ 'l_°ll.i!!•1Q1LleC'i7 FC'J100YE2T[m'7a[1 i39Q[i3F3[ f4SB E J[1 7sLJ/1:11iyl.1;2!!J[EL')i 39f i' i `I'ZTa[ : r LIJLJ[!:S'73:LIE:'cySJ;]IG:S 7'.:a/LJeGL'i7![:JlG.trS'r)SLII/tIILG'i)I A WAr;=N99VQ[ mumhm"r--II !"rmc lEiIIl[!i '+91CYG3r33F731r7[ Ti)1 IZ7m' US) rOLLOWNG DINCN90N DENOTES SLOTTED JAMB •RACKET ATTACHED TO TRACK WITH 1/•-1U.9/N' TRACK BOLT AND NUT AS SNOW/ ABOVE. MOORS COWER IMAM It N HlODIIT RCONRE USE Or ODNIINUOUS WALL ANGLE. SLE SUF% NENT IRAs CHART r0, OETALS. SfAUt• PRLSSAPR RATPICS_ AI1i OKO 5111: SCAI•L: N.F i-- 5jiT A - W DE'ICN (PPF}_ #.11.40/-_1.4•.10 MAX 1KU1H -to-.. - _UAD. -- - NAVF - fEST (PSF'c 1 51.60/-51.95 MA% Hf.IfNl: - 1<'-0_- IMPACT/CYCLIC PAYO (YES/VII)-. TT:S MAt( !i- Ent V H01.11T• 71 _Cr•ECKED 1/: 7/0/ M Vt111 - 11t•F,1 'I OI 1•• MODELS 1(000/3100 A 1 0• UN 10•LN) POOP IOL^, ---••------ -•-'-- ---- (VIAWNr. PART :HC. N_4. 339% AKO150N DRIVE C - I rl C 1 A' 1.1 KnSAfJX•A rLrAFCA ml• WINDLOAD PECIFICA ION OF'W N COD 1 l_ 32702 L P- It,l r•A ROUER 9-M. ArIAOIED 10 --- - A---- IACK[T OTT 4/16-16 BOLI A NUT N ANTER SLOT AND 1/4 -20.9/16 - TRACK 90.1 w 1/4-20 MEK VAT 1NR(111rA1 ANY TWO AUCNINC MOTE! , , -;' I 16• - I s Il CA COMMERCIAL A' t) Ilw. no eRApxTs EaeM 1 ,Ni -11 (6) SECTION 000Rs wTN 3) 1/4-14.7/6, T ORILUNO CRMrnTE SCRE SIDE OF EACH INSIDE ENO HNC Sim ROLLER MTM 9' cams A OR E01.11VALENT STEM AND 14' PUSMNUT AT EACH ROLLER ARCM. 1 4' MAX BETME7.lI pmT AM6 BRACNLT W MINO[ OA NIDE BODY LIED M ATTA0ED 20TH (4) I-14.11/6' SELr TA/ANC MINCE It CA EIERNSIM BRACKET AR CMED MM (3) 1/4-14.7/6' sELr ORAUNc CT6AIPnirt .oMvft I lWWWOH STRUT AND BRACKET 14 OA BOTTOM BRACKET ATTACKED VA14 (3) 1/4-1417/6' Sw DRILLING Com"It uftws ?"ROK" STRUT AND BOTTOM BRACKET AND ((T) t *14WLF DKILL6NC AMIPER RESISTANT YARK A SA"L Pr r.. S. SIAIF.."1171, 'AAI( 776 1I.".1.A /WI IT W, F Ar IM1 :91 a l•.;.T ^..r1A. 11.a.avt :LAr. r••IM!0 P..• .fw Tru••.. r•n 1T F•.Aq.047rSIrA}-IfW (lC Fly •. t ; I (16) 3 16 CA 60 KSI U -BARS LOCATED AS SMOMN r 7) SECTION DOORS WATM r t7' (14) 3. 10 CA 60 I@ U - BARSLOCAMDAS910TH 1 6) SECTION DooRs w 13) 3' 16 CA aD KSI u-BAa LOCATED AS 9400M EXIERRFAME I " SECTION DOORS VAIN 10) 3. 16 CA 60 ITS V-9AR5 LOCATED AS SHOW 4) SECTION DOORS 20TH 0)r 10 CA 60 K9 U -BARS LOCATED AS 910104 FRAME TAL SCREM LTCARSONATE I AYTACN 0 -BAR MIN acla•nI) Nw to--' 111: IrINt LQII. K•T vD/ AAlanf.t a1 :1 AY I 1 npo/n7 AnOCn 1V Af I 9SfAK1 CLA).V,'. 0LD nIrVL f yLr.1 7 a CLAIM; AnMo WA. j1"r...11 4•: JV k; ES slat, 1 N:Ir:Irll VTI PRAI:KrT wnULl AnfTu 1RAI• LAr CILWIE:C1I0N Irt t /10/P7 Mr!1r1[Er L07M:R TK)". AL'O[;l Itxu: VSL Atll19[N 'A LL OLCCA. f n•10tr6 01114R'0 WU ".ctrl 0 IAIoAc- U.At,Ar. S1AIIC PRESSUQE RATING!: APPRCVr.O $It1.S AL[; N T S, L—• .-- — --- OEaGN PS 34.40/-39.30 MAr vRDI1N: t_B'-0' RntE nAvl. TE;.T Sr.(11Sr); 151.00/-5745 MAY HEIGHT: 14.-0 OGANV a/?.i/(Tlr I.PI- Dam IMPACt/f:'0.1C RnrO (1T.S/VO), rl•S MAY .^.ECMIv nTlCalt: 71_p1•I:CYrn 1/?2f07 N4f1 I nAoi el_s -qon l/91()U --- 11 C? • _s IWV, V OUNIEAO (IMP CPM — -••---------- Ll4A%VW. 1•AI!i 041).• ITN''.•AACO.krVOORMi 13741. WINnLOAD SPLCIF•ICA11ON OPTION COD 1142 1.>'t ) I A- 2 3/4" t1" EDGE DIST E60XX MIN 1Z8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR5/16" x 1-5/8" ALL ANGLAGSCREWOR SLATE EQUIVALENT INTOMINA2x6NO.2 TRACK CLI SPF (G=0.42) OR 12 BETTER AT EACH1/4-20x9HOLE 5, 6, 6, 7, 7 9, 9. 9 14 OR PAIR OF 5, 6. 6, 7, 7 9. 9. 9, 11 TRACK•SOHOLE 11'-0' LOCATIONS 16 1/4-20 H MOUNTING TO WOOD JAMA DETAIL MOUNTING TO STEEL DETAIL 13'-0' 2 3/4" OPTIONALL WALL ANGLE MAY BE 18 MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 5, 6, 6, 7, • 7. 9. 9, 9, 11. 11, 11, 13. 13 18 WITH MIN. (1) 1/4-20x7/8" SELF G DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF CONCRETE MQUNTIN RETAIL gm. L '1'Art' At 071 r-A:'A It OA arWluoA, IA 7.7,7 F, M 5,,37 O R AA."07293 NNFIC+nNAI Iwpltrvt ?A1 o.m.an rmn, IM 1 v117 t., t1 A.—OAA LtB t -(.:.M M 1".% HOLE LOCATIONS IN LIEU OF WELDINI 3/8" SIMPSON TITEN HD. 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP MODELS 5200 8000 8024 8100 8124 8500 2 THICK H IGHDOOR CLIP PI'S FROM BOTTOM TO TOP SLATE 7'-0' 5, 6. 6, 7, 7. 9 12 8'-0" 5, 6. 6, 7, 7, 9. 9 12 9'-0" 5, 6, 6, 7, 7 9, 9. 9 14 10'-0' 5, 6. 6, 7, 7 9. 9. 9, 11 14 11'-0' 5. 6. 6, 7, 7, 9, 9. 9, 11, 11 16 12'-0' 5,6.8,7.7,9,9,9,11,11.11 16 13'-0' 5, 6. 6. 7, 7, 9. 9. 9, 11, 11. 11. 13 18 14'-0* 5, 6, 6, 7, • 7. 9. 9, 9, 11. 11, 11, 13. 13 18 MODELS 6100/3300/8700 (1-3/80 TO 1-5/8- THICK DOOR HEIGHT CUP f S FROM BOTTOM TO TOP SPLICE 7'-0' 4, 4, 4, 4, 5, 6 B 8'-0" 4, 4, 4, 4. 5. 6, 6 8 9'-0' 4 4 4 4 5 6 6 7 a 10'-0' 4 4, 4. 4 5, 6, 6, 7. 7 8 11'-0' 4. 4, 4, 4. 5, 6, 6. 7, 7. 9 10 12'-0" 4. 4, 4, 4, 5. 6. 6, 7, 7. 9, 9 10 13'-0" 4. 4. 4, 4. 5. 6, 6. 7, 7. 9. 9. 9 12 14'-0' 4, 4. 4. 4. 5. 6, 6, 7, 7, 9, 9. 9. 9 12 MODELS 9100/9400/9600/9700/9800 1 THICK HE ORICE CLIP R'S FROM BOTTOM TO TOP pA 7'-0' 4, 4. 4. 4. 4, 4 6 8'-0" 4, 4. 4, 4. 4, 4. 4 6 9'-0' 4, 4, 4, 4, 4. 4, 4, 4 6 10'-0" 4, 4. 4, 4. 4, 4. 4. 4. 4 6 Rr41tiIpN:i r -V;/:3i --- TRACK-ams- rE7At vA1L AIm1 1: I'•:Dt UIDA11.0 nPJ b/I'/D3 P3 UPPAII II tnk.JAT. NCRCA fn AILn1.,I.LE PRrSVdnS It, n.11D/• s2.n0 nrr fOR vII snot moms , n.ANr,ED 'IEVA. w.LI AKDLI' IU 'CO\f"Au!. RAIL VINE-. AWD iI1f.G,NAIE WIxiNPN6 UI IAK, INAVGCO dl 1 D,tN 1•n nRU vim. I CRT 4/7/1)7 PA (!•IANMD rcitw. 11 11%fn a+DrLr,, 9POU ! AND An2A4111.1 "RIA7 to mA: cul• C,2IKILE. r.Nt R/7:/O7 IsUraA1LDIAODtG Wrill IN CNAR:S IP3A;r.O 5MIC1. f 1.A C-EDUItS L" 4/M/o7 6 urDAtr WIP: r.r L•AJL DCAwv(t+ NI —,us/D7 1 urDAlro C.1 -ARTS 10 itIVINAlf '1. Ili, or W AS CL-' (!".rLACFD I1NPOA_vosS "L ARD) xl In/7./C7 UYDAlF.11 SILP. IUvt'!f, Al., n n./n/9R w; ECoAMI:D 1-1/Y 71) 3/e' nDL.a t.fD,Nr,: . 71ANI 111• 1L, '•' N[ 1 17/11 /9 D AueLo VnOLL "w PDASrn tl•Ir. rt.flr:P ilAlr NAME 1 337:1 AW 1,,ON 0141A. !WAII`Ir: FART VA r,'r. v ACK ;U'PLEMENT CHART EN mro0)4; Ahnn32S,A . ir,7n.r3 1 j,:" c,i 14" MAX 12" MAX 12" MAX I PLATE LOCATION HEDULE CLIP DETAIL 12" MAX 12 LIP LOCATIONS MAx SEE SCHEDULE 12" MAX TRACK F- CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. n« L salr; rr u, rAM.AI[ DA. LAwt+A,rw. ,. ),Ar rL M 11))) 1. M Y.AWI/r )701 I'M :bWAI f"U[ER: 74I Pp&"D DAa. ow e-. MI. a "V DAD Col., W., 't I.A. 13 GA MIN CONTINU01 WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS _ 11 GA MIN CUP SEE SCHEDULE- 13 CHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE TYPICAL CLIP BOLTING DETAIL t m =1 =m TYPICAL CLIP RIVETING DETAIL TYPICAL CLIP WELDING DETAIL kCK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4--20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOQR WIDTH MAX PSF g'—p"PSF 16'-0" 52.0 PSF 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF ri WAIL AY61C ID rD97 UI'nArrn III-. f./:1/ne PA UPOAtrtl I011MAf IYr.NIA76 AILQNAna rPl tos:IArr : 4r. T.on P%r rna AL1. nnoR wt)MS. rr AW.rn ',r, A. WAt1 AvGtl r1) 'CC!11RJ1:'hl. WALL ANCLL'. ADDfn SnPs"m It 1rpoNU3G LC'An. C•IA+/Rrri Il II:LN ND ANC'•C•t5 CP1 A/)/0/ P• "ANrr.n fnRVA I. ADDED MOMS +P00 AW:) PoI74 INtN nWfPLAi to IRA,•.M r..II` 5C140OLL. rrl P/71 /n7 PS UMAtfD 10011.1t us+[U w CnAR'S a" o/Oa/D7 K. llfljAlE 11(XN'INO DI.:NL [WAWINGt rPt In/(Ir,/D7 r VPOAtED CrARIs to tIIVMArr. .Ii USE Or INC AR CLIP torat•ctn 014 P. Ar.RVS; 'I•I. BOARD) DL" 10/7•/07 PA LtMAIEII ::IEE(. VnIINING MAIL WPn OA/11/OR PQ tx'IAALID Doat h1IcK4vs DIARt Ur to 14' 1111". ry21 17/11/m PinlJODAItr ulLr. DLmr ca- n/7/,O wMM_ t_ A1, agno D[tAWNH/7t,D7 fyfElrfR/71/O! NRR K••[I:I 1 41 L sw9 AnU.:.oN DRIVE tRn,Kuac rnkr :,o t:r TRACK SUPPLEMENT CHART IItN;(9 4 ;°°8Pos7_II" Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved M1 Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger®miwd.com Brent Sitiinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urlch, PE 1 Validation Checklist - Hardcopy Received SlandA d AAMA/WDMA/CSA 101/i.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 hsa..../M.,.: J..L..:1 J:.... .../../. ..... A+l/^f/11r_ w rECdrf'Ilrtl DCIS Homo Log In user Regstraton Hot Toolos Submt Sxd%ar" Slits a Fam PubYotbns FDC Sun SCIS SRe Map Links Beard+ Busines '`) Professional r, Product Approval Regulation Pnvua Aamyal Menu > t= > Annl ntlon List > Appllotlen ONaN FL Jt FL17676-R2 11 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved M1 Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger®miwd.com Brent Sitiinger bsitlinger®miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urlch, PE 1 Validation Checklist - Hardcopy Received SlandA d AAMA/WDMA/CSA 101/i.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 hsa..../M.,.: J..L..:1 J:.... .../../. ..... A+l/^f/11r_ 1 4' MAX T MAX. O.C. SERIES 3500 HP. 3500 HPPW, 3500 HPSDLITES 3500 HPSP, 3500 HPT, 1255 HPPW PVC FIXED WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 70.0%75.OPSF NAVE l 4' MAX. 4' MAX. MAX 4' MAX. O.C. 72- FRAME WIDTH --{ Meso WINDOWS KED DOORS 91lk L 04,','. EST GRATZ. PA 17030-0370 Number of anchor locatbns required iP 60' 0 S * = 1255 HPPW PVC FIXED WINDOW NON -IMPACT ELEVATIONS, ANCHORING LAYOUTS AND NOTES FRAME HEIGHT Window i0• i`OR10t>' z. DRAWN: DIG ND an Window width In) Jul Z1,1111A110?`` 1 4' MAX T MAX. O.C. SERIES 3500 HP. 3500 HPPW, 3500 HPSDLITES 3500 HPSP, 3500 HPT, 1255 HPPW PVC FIXED WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 70.0%75.OPSF NAVE l 4' MAX. 4' MAX. MAX 4' MAX. O.C. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATIONS, ANCHORING LAYOUTS AND N07ES 2 - 3 INSTALLATION DETAILS I RrVM5 OESCRIor10N P11C nnaod[D NOTES: I ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM 0300-04. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQuiREQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. R) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE H8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 13) UNITS MUST BE INSTALLED HORIZONTALLY OR VERTICALLY. SIGNED: 9/14/2012 Meso WINDOWS KED DOORS 91lk L 04,','. EST GRATZ. PA 17030-0370 Number of anchor locatbns required J' SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HPT, 0 S * = 1255 HPPW PVC FIXED WINDOW NON -IMPACT ELEVATIONS, ANCHORING LAYOUTS AND NOTES p AT OF 4y. Window i0• i`OR10t>' z. DRAWN: DIG ND an Window width In) Z1,1111A110?`` NTS wIE 9/12/12 s"En120E 3 N.Ighr On) 24.o0 1 30.00 30.00 42.00 1 48.00 6A00 1 60.80 66.00 1 72.00 MAS liambi HAS Amb HAS Amb HAS Amb HAS Jana MAS Amb HAS Jamb HAS Amb MAS Amb 24.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 Q.00 3 3 4 3 4 4 4 4 4 5 4 4 5 4 6 4 48.00 3 4 3 4 3 4 4 4 4 4 5 4 5 4 5 4 6 4 6800 3 3 5 3 5 4 5 4 5 5 5 5 5 5 5 8 5 60.00 3 5 3 5 3 5 4 5 4 5 5 5 5 5 5 5 B 5 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATIONS, ANCHORING LAYOUTS AND N07ES 2 - 3 INSTALLATION DETAILS I RrVM5 OESCRIor10N P11C nnaod[D NOTES: I ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM 0300-04. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQuiREQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. R) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE H8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 13) UNITS MUST BE INSTALLED HORIZONTALLY OR VERTICALLY. SIGNED: 9/14/2012 MesoWINDOWS KED DOORS 91lk L 04,','. EST GRATZ. PA 17030-0370 J G MSS: J' SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HPT, 0 S * = 1255 HPPW PVC FIXED WINDOW NON -IMPACT ELEVATIONS, ANCHORING LAYOUTS AND NOTES p AT OF 4y. i0• i`OR10t>' z. DRAWN: DIG ND an 08—01772 Z1,1111A110?`` NTS wIE 9/12/12 s"En120E 3 2.X DUCK/WOOD FRAMING ul nl MASONRY/CONCRETE 2 5/8" MIN. EDGE DIST. BY OTHERS. 2X BUCK TO cEJvse;s• BY OTHERS VAieP0KFo*Ar=+ BE PROPERLY SECURED pO• PMwu V.L. owc AN ii'`S:i0R10 Gni``.` OPTIONAL 1X BUCK BY 1 1/4" MIN. n, EMBEDMENT13/IG" MIN. OTHERS, 1X BUCK TO A EMBEDMENT BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 BACKER ROD 1/4 MAX. J BACKER ROD J 1/4" MAX. AND APPROVED SHIM AND APPROVED SHIM SEALANT SEALANT 8 WOOD SCREW 3/16" TAPCON EXTERIOR INTERIOR EXTERIOR INTERIOR 8 WOOD 3/16' SCREW TAPCON BACKER ROD 1/4' MAX.r AND APPROVED SHIM SEALANT BACKER ROD T/4" MAX. AND APPROVED SEALANT SHIM 1 3/16" MIN. EMBEDMENT OPTIONAL 1X BUCK BY v• OTHERS. IX BUCK TO 1 1/4" MIN. 2X BUCK/WOOD FRAMING BE PROPERLY SECURED. EMBEDMENT BY OTHERS. 2X BUCK TO SEE NOTE 3 SHEET I BE PROPERLY SECURED VERTICAL CROSS SECTION MASONRY/CONCRETE 2 5/8" MIN 2XBUCK4iWDFLUSH INSTALLAnLmv BY OTHERS EDGE DIST. HEAD AND SILL SHOWN. JAMBS SIMILAR VERTICAL CROSS SECTION MASONRY)CONCRETE FLUSH INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR rJOTC. INTEPIOR AND EXTERIOR. FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. ascvmT a>< wvnato MI WINDOWS AND DOORS ul nl 650 WEST MARKET STREET 9 l;' LO iiGRATZ. PA 17030-0370 cEJvse;s• SERIES 3500 HP, HPPW, PSDLITES. N HIM MPT, 1255 HPPW PVC FIXED WINDOW NON—IMPACT VAieP0KFo*Ar=+ INSTALLATION DETAllS pO• PMwu V.L. owc AN ii'`S:i0R10 Gni``.` 08-01772 Sexc NTS °" 9/12/12 s «' 2 OF 3 LT` NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. REWJON% Rv Ixsca,", DATE .vrIOVrc MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 HP. HPPW. HPSDLITES, HPSP, HPT 1255 HPPW PVC FIXED WINDOW NON -IMPACT INSTALLATION DETAILS M+"xN- UwG Np I V.L. 08-01772 O"L NTS °"r 9/12/112 3 OF 3 9 RI 11L O 7$ A OP i`5:: R10` MALt MASONRY/CONCRETE BY OTHERS 2 5/8' MIN. EDGE DIST. 2Y. DUCK/WOOD FRAMING BY OTHERS. 2Y BUCK TO OPTIONAL 1X BUCK BY BE PROPERLY SECURED OTHERS, IX BUCK TO ' BE PROPERLY SECURED. 1 1/4' MIN. SEE NOTE 3 SHEET 1 e, EMBEDMENT 1 3/16' MIN. FLANGE 70 BE EMBEDMENT FLANGE TO BE COVERED WITHCOVERED1 WITH APPROVED SEALANT APPROVED SEALANT FLANGE TO BE I/4' MAX. SET IN BED OF SHIM FIANCE i0 BE 1/4' MAX. SHIM APOPOVED SEALANT SET IN BED OF APPROVED SEALANT p,8 WOOD 3/16' SCREW TnPCON EXTERIOR INTERIOR EXTERIOR INTERIOR 18 WOOD 3/16' SCREW FLANGE TO BE _- TAPCON FLANGE TO BE {— 1/4 MAX. SET IN BED OF SET IN BED OF SHIM APPROVED SEALANT 1/4' MAX. APPROVED SEALANT — - SHIM FLANGE TO BE FLANGE TO BE \ COVERED WITH COVERED WITH 1 3/16' MIN. APPROVED SEALANT APPROVED SEALANT EMBEDMENT OPTIONAL IX BUCK BY OTHERS, 1X BUCK TO °• 1 1/4_ MIN. BE PROPERLY SECURED. EMBEDMENT 2.Y. BUCK/WOOD FRAMING SEE NOTE 3 SHEET 1 BY OTHERS. 2Y. BUCK TO BE PROPERLY SECURED MASONRY/CONCRETE VERTICAL CROSS SECTION BY OTHERS 2 5/8' MIN. 2X BUCKAVOOD FLANGE INSTALLATION EDGE DIST. HEAD AND S&L SHOWN, JAMBS SIMILAR VERTICAL CROSS SECTION MASONRYA QNCRETEFLANGEINSTALLATOV HEAD AND SILL SHOKW, JAMBS SIMILAR NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. REWJON% Rv Ixsca,", DATE .vrIOVrc MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 HP. HPPW. HPSDLITES, HPSP, HPT 1255 HPPW PVC FIXED WINDOW NON -IMPACT INSTALLATION DETAILS M+"xN- UwG Np I V.L. 08-01772 O"L NTS °"r 9/12/112 3 OF 3 9 RI 11L O 7$ A OP i`5:: R10` MALt Comments Archived Product Manufacturer Address,/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger®miwd.com Brent Sitlinger bsitlinger®miwd.com Windows Fixed Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE 1 Validation Checklist - Hardcopy Received Standlug AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 07/01/2015 07/01/2015 07/08/2015 07/13/2015 Year 2005 2008 r...._-.irn..s-I-L...'JJ!-_ i__r__ .,_.. a.lDIV I1110'" 1/7'2/7!11/. Y rrrrAT, FI:1a;a Dewll renNf Bas H04 Uu In user Itepetrshfon Hot Togo : submt sX+,v0 sats s hqs . Pubuotlons Fec sun ; aas su. Map unho sumh . Busines (; ProfessiNnal a.-UsER.,"U "' Regulation M&a A==j Menu > Prod,e or Aooliratim Setrch > Aoohmmn List > Appllotlon 0WW FL # FL17845 Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address,/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger®miwd.com Brent Sitlinger bsitlinger®miwd.com Windows Fixed Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE 1 Validation Checklist - Hardcopy Received Standlug AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 07/01/2015 07/01/2015 07/08/2015 07/13/2015 Year 2005 2008 r...._-.irn..s-I-L...'JJ!-_ i__r__ .,_.. a.lDIV I1110'" 1/7'2/7!11/. NOTES: I THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETC IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME 114 ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTOMASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAYBEANCHOREDTHROUGHFRAMETOSECUREDWOODBUCKINACCORDANCEWI1H MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVEDCOATINGORMEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OFTHEARCHITECTORENGINEEROFRECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT ISPROVIDED. 8. SHIM AS REQUIRED AT WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR C0=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13 APPROVED IMPACT PROTEC71VE SYSTEM 15-RLQV13EQ FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS 10.S DCSCxm10N REVISED PER NEW 1ESIING 01/08/14 I R L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE W17H 2 1/2" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE 18 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17 ALL FASTENERS TO BE CORROSION RESISTANT 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-75 1/8" THICK MINIMUM SIGNED., 01109,2014 MI WINDOWS AND DOORS 650 WEST MARKET STREET uuul,,/ 9 a 0 CRANTZ, PA 17030-0370 v \G E N& TABLE OF CONTENTS SERIES 3240/35a0 FLANGE PVC SINGLE HUNG STEEL REINFORCED A 0CETN0. DESCRIPTION WINDOW NON -IMPACT 36"x74" NOTESNOTES DRANN; ore REV Por-", ZAP TATF iij i`s;=OR10 2 ELEVATION 3 — 5 INSTALLATION DCTAILS TJH 08-01252 A C"L NTS '"' 'SLE't Gi` is ONAI05 /23/11 OF 5 11111111 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT EXTERIOR APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT j1/4 MAX. SHIM SPACE 18 WOOD SCREW RF -104S-020 REINFORCEMENT GVL-451-020 REINFORCEMENT 11.1 ER/OR GVL-451-020 REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE 1/4 MAX. F SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 rLv DESCRMION arc .PRMED A [REVISED PER NEW IEST1NG 101/08/1• R.L. 1 1/4' MIN. 1/4 MAX EMBEDMENT SHIM SPACE GVL-451-020 REINFORCEMENT 1/2 MIN. INTERIOREDGEDISTANCE p8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS L- APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INSTALLATM MIWINDOWSIWDOW AND DOORS to I1L6OESTaTSTREET GRANTZ. PA 17030-0370 g //,'. GENS.,p SERIES 3240/3540 FLANGE PVC SINGLE HUNG o 25 STEEL REINFORCED WINDOW NON -IMPACT 36"x74" INSTALLATION DETAILS0. TJH 08-01252 N`\ sort DUE ' 3A/ ss/ONAL11: NTS OS 23 11 3 OF 5 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR 1/4 MAX J-1 SHIM SPACE 7 8 SMS OR SELF DRILLING SCREW RF -1045-020 REINFORCEMENT GvL-451-020 REINFORCEMENT 11v I cR/OR GVL-451-020 REINFORCEMENT SILL B 8E SETOIE67DIINABEDOFAPPROVED CONSTRUCTION ADHESIVEAPPROVED SEALANT 1/4 MAX. SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. V INTERIOR AND EXTERIOR nNISNES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM E2112 w so"s or.gc PI -Du arz ^x(IKo REVISED PER NEW 1ESTINC O1/OB/14 RL. 1LSHIM Z. MAX.GVL-451-020 REINFORCEMENT 3E D MIN. NTERIOREDGEDISTANCE 18 SMSOR SELF DRILLING SCREWS METAL STRUCTURE By OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE 1NSTALLATTON WS AND DOORS T MARKET STREET PA 17030-0370 uuwul/ 5 R. LO //Ai F A4sSERIESFLANGEPVCSINGLEHUNG STEEL RINDOW NON -IMPACT 36"x74 - gNINSTALLATIONLATIONDETAILS 1 IAT OF •` IO • MANN' Av TJH 08-01252 A// is ONALIE iiiS: CRIO SCALE NTS3 1 1 seu 4 OF S CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT EXTERIOR APPROVED SEALANT OPTIONAL IX BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2- MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1 1/4 VAX SHIM SPACE 3/16- TAPCON RF -1045-020 REINFORCEMENT GVL-451-020 REINFORCEMENT ERIOR GVL-451-020 REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE 1/4 MAX. SHIM SPACE A •• VERTICAL CROSS SECTION CONCRETEANASONRY INSTALLATION PM 10,5 m PESCAW104 wa I ••P"Ov 0 A REVISED PER NEW TESTING 01/08/14 1 R.L 1 1/4' MIN. DOORSMIWINDOWSIwDOWESTM EMBEDMENT CONCRETE/MASONRY 91lk r •GEIVS's i BY OTHERS OPTIONAL 1X BUCK° SERIES 3240/3540 FLANGE PVC SINGLE HUNG SEE NOTES 3-7 0 66OF* = SHEET I STEEL REINFORCED WINDOW NON -IMPACT 36"x74" E 3/16' TAPCON 1/4 VAX. SHIM SPACE INSTALLATION DETAILS GVL-451-020 REINFORCEMENT ORANN; INTERIOR II:V U OB -012 2 1/2' G\ \``\ 7/s/It' 5 NAL MIN. EDGE DISTANCE 1 EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 DOORSMIWINDOWSIwDOWESTM Ilio*z i' MARKET GRANTZ, PA 17030-0370 91lk r •GEIVS's i SERIES 3240/3540 FLANGE PVC SINGLE HUNG 0 66OF* = STEEL REINFORCED WINDOW NON -IMPACT 36"x74" EINSTALLATIONDETAILS O Cty ATAt O• s.•CRTC: ORANN; M NO II:V OB -012 A G\ \``\ 7/s/It' 5 NAL uut NTS att 05/23/11 520F S Florida Building Code Online T•• C- A moi'•+ i 1. ,^,^ ri:.i3.'7 4-{Y •, 'T•;`'.:- y moi:• Y•r ./(... : y • i': : 3.4'.•.[,Y :.'. 1 9" •t I 1 { i 1ir1 S MW* Lag In UM 11111V b^ Met Teob Subnt Sudw9 SVas hGf Busines , - P uet Approval Professitna! L" U'= fto t um egu! : gun PSO—^ a arwal Men, > a. ,'.. c• a_ar. a a > Id1Orlan tlthtt rage i t,1 c L u0aca Otr FIC Staff am Stir Mop UMa Svrch r` n FL12198-R4 ir.....J,I it.•y,• r, • Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR Shan be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/E-mail 1 Memorial Drive Richford, VT 05476 406) 553-6818 Ext0 alex. jovanovk®kpproducts.com Authorized Signature )ovanovic Atex alex. jovanovk®kpproducts.com Technical Representative 3oe Lundlne Address/Phone/Emall 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine*kpproducts.Com Quality Assurance Representative Joe Lundine Address/Phone/Emall 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundineokpproduc s.com Category Panel Walls Subcategory Soffits Compliance Method Certification Mark or Usting Certification Agency Mlaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) SIA11111Jl111:111 X= TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A hltnc //flnrirla)Ilil i»r nm/nr/»r ann &I nrnv%-qrnm-,urPVVN%4nmtlr?4eT4"94IM"M Z/72/7 IA MIAMI-DADE MM NWAII-DADS COUNTY PRODUCT CONTROL SECTION I 1805 SW 26 Street, Room 208 2474 DE,pARTMENT OF REGULATORY AND ECONOhUC RESOURCES MR) Miami. Florida 33175 - BOARD AND CODE ADMLYISTRATION DIVISION T (786) 315-2590 F (780 315-2599 NOTICE OF ACCEPTANCE (NOA) 30Mmiamidadaa2jv_cU omr Kaycan 1 Memorial Drive. Richford, VT 05476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materialfailstoperformintheacceptedmanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model SP-60016"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0003, titled "SP -600 16" Aluminum Soffit— Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E., bearing the Miemi-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELLNG: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thcre has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 015-0612.15 and consists of this page 1 and evidence page E- 1. as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-1021.01 QApECQtu m Expiration Date: June 1, 2021 Lam' 'J Approval Date: February 18, 2016 nZ fn'j j20%' Page I Kavcan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NO.4 # IS -061115" 1. Drawing No. KAY0003, titled "SP -600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # OS -0802.03" 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP -600 prepared by Architectural Testing, Test Report No. 55982.02-122-18, dated 07/18/2005, signed and sealed by S. M. Urich, P.E. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # OS -0803.03" 2. Anchor calculations prepared by H. R. Engineering, Inc., pages I through 3, dated 07/25/2005, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NDA # IS -061213" 1. Statement letter of code conformance to 5" edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. 2. 3. Submitted under NOA # 12-0124.04" Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 11-0325.03" Distributor agreement dated 04/25/2011. E-1 A2140',-zo;(c Carlos M. Utrers, P.E. Product Control Examiner NOA No. 15-1021.01 Expiratlon Date: June 1, 2021 Approval Date: February 18, 2016 t KAYCAN BUILDING PRODUCTS SP-60016"AL UMINUM SOFFIT - VENTED INSTALL MONANCHOJUGE DETAILS rs am% .u»Ew L noPROO YMASOtENTUTEDAN00WN01EDT000WLYVSrMTNEQNUWfiQIWNOFTIM ftAi11DABUUlNN000DB Q11q-SLLIOSq MO REIpEi111AL VOLOYE3 Yrllpl011106E OWTOMOF rHe FBG /ERTAIIND TOTIE NOH VEIOQn ISINICJJi 201001*WATTHE DESIGN M511VREA)STAM MENE&L 116PIIGUMI "TESTEDTOTNJOtANDTM-= ACT TESTIIOTOTAS IWNOr tIWLANED Fpt NNW.STRucRIRAL TtiT RE010.T0 BASED MTM=T16R80 MBYIAIASFUUSIDBYTIECUWaffOnWOPTTIEFBC-BUWM Alla RESIDENTUL VOLUP" 7. THE PNOOIICTDLTAa0CONTAINED MENEMARE DAM UPON Ep1EDAND KAM ARCIIITECINUL MOND REPORTMW0 Ial%IKNIOMIQU60CIATWLABORATORY STAWCD DRAMIMOS, a ADEQUACY OfT1411MNOSTRUCTURAL COMMIisTE.MASONRY AND WOODPNAMNO DOM+RIWNDT11aATTACIaIEIIrcUBSTRATafORTNe6oFFR SNNLSEOETFAM1011010K ONALLB OP WnMTANONONID MMWERR/lO APPUEO PRODUCT LDAOS TO TIMTSIRLCIURE AND N THE NBAPOIf81WTY OF THE ARCMECT OR OWIMOF RECORD FOR THE PROJECT. 6 OVEHIMNDRECEPONOALLILWMLISOFFITSMALLBECJECJEDFORSTIWCTUFALIMAOEMIACY. CRACKS OROEFECTS THAT 6HALL BE ELIMMAICOL E. WBTALLATKNOFSOFFRAMOSORIESAND ACa890R69SUCH ASCOPJWPOSTS. STARTER STWSAND I WA sow" OPO61100SHALL a000NACOORD" SWIN TH6CUIVIiHT EDITION OF INS FLORIDA 0=90 CODE -SIILDNO AND RESIDENTIAL VOLUMES AND THE W NU FAC1 W E" W TTUICTION6 S. SITE CONDIT"THAT DIAMAISFROM THE WTALSOFTHIS ORAWNOREQUIRE FURTHER SAMA/"RMEVKLIATWSYALICENSED MINEEAOlt IIEOIBrEREOARCHFW . Y. WEL60 N ACCOADAHCi MEM THE CURNAT&DITIONOFTHS FLORIDA BWON000011- SIIDJNOAND PAINDENTIALVOLLr•ES. R SOFFITNST FRI2"AII ACCOROMKW WIMTMECYRREAIT EO1710NOF IME FIARDAMAONO owe -aUDONOANIFESIVAIMALVOLUME9. I. LL760MCWLIEALFT. INSTALLATION NOTE& 1. ANCHON{SWILLSITNETYPEI.aOE.ENBE1NIBtrANU 9E DwrANtS MOLOKAI HERPJN FON REIPECTIV! wTRATS. L U{ITALLAr1011A1a:110gDTSW1.SEAaaNOWNQ1Tf1E SATTEN NSTA"T10N' AND-40AHR NSTALLAROW SECrabM ON "00 SAND L i W WLSN ELNEOI"rno SDOS OIaTANCEE)W= Vsku."a1E9SHC moo BUTNOTLIIITEDTO ST UCDO1 FOAM. S1SCK VEI R ANO SIONOI L FOIPtaTALU1T10NOFIAFrENroW00DSTRUCTIN6 use •xr*QWOCIUM DRN rTANNOSQitW. FLAOB OND SCREW POI LOCATION AND MAXIMI- Sr OL'. ALOUD SATIFR LF10TN. PORMOTALLATION0FSCIF"TTOBATWAUS110.1Z DINAETSR F1w (DNS ILI0OTK amwaRom SMNNROOFMCITIALTITN300-010"K AHEAD. f. ALL FASTSHMSHALLHAVEOORROSIOM wm'TAM COATNOSOR IE WIDE OF COIIIOMON RNwTWr MATRUALS OOMPATIOLS WUN THB MWSTRATB LSLTTSIINIL 1. KAVCANLMLaDNOPRmIK:TSAWIrILMIOPfQN BILL OF MATERIALS YANIIFAGIUR®UY WIND WY PIOODUCI9. X016 ITEM DESCRIPTION MATERIAL 1 SP -900 18' VENTED SOFFIT ALUM. 3004—H19 2 F—CHAIWEL ALUMINUM 3 9' FASICA ALUMINUM 4 0.12' OIANETER it 1-1/2" LONG ROOFING NAIL WITH 3/8' DUAL HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5fI0 x 3' WOOD SCREW OR 09 x 3' TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2' x 2' WOOD BATTEN WOOD 1. KAVCANLMLaDNOPRmIK:TSAWIrILMIOPfQN YANIIFAGIUR®UY WIND WY PIOODUCI9. X016 TRAl160NLA0A HWS. PON1FiCAA/RE.00 Mi1TViM. GJIAOi i SRSDDIS'Ed1FHT•YENILD LL MARPO :ALUUMM304-WO I.1 WALLTHQINESO uI r u PANELLFJIOTL it-OLONO a TRa1 al F40MANNEL 31.1.1 LTHICALW1ail i a YFNLTTLICIStatO1D7' atW S.FASCIA S.L1 MATTGRIWALISIIIAW na W111LTHICKNIsmIAS1 RoDucTlawww wYIA+ MW — FLt•b mz. l6rJY*l fl TABLE OF CONTENT SHIRT DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.Y. AND O.P. CHART 2 APPROVED SOFFIT PROFU AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MOM DESIGN PRESSURE OW) SP -000 16' ALUM. VENTED SOFFIT W/F—CHANNEL +55.01W-35.001 faow=asvuw AI..Ib RI_ wr6Ft. -0. :I ND v 21 1/2' WAX. PANEL W40f" l .375' 16.515' 5.294' -- 45.125'4.272' .881' 1350381" : 0.01 .375' It18 EMBOSS w.rr >owr u anv oot 6' 1.25' wlrlwr O%W Mb "FAmmemod W Y e p$ a W Ill' MAX O.C. SPAMQ JO f.WIA tl s/r wt. corm um lo' IML -1 i I/_' --•L. I. Well wuwoa vaco=K 1e' weir O c-cwrwa alna Qe INvrAu.ATtoN CRo6S SBCrloN 1 Ir ANI rr oulm yµalricT b lr A w11 Y IMYIrr» tM v O INSTALLATION NAILS. TYP. - W awMNw S"fR 9 10' MAX. O.C. SPACING QALONGSOIFIILCNGIN 2 a 2 BATIENS TYPICAL u a r WOOD SC TAPPING SCREW twits AIIACHMENI FASTENER SPACED 24' MAX. O.C. O 1AUw SOUTHERN TIMBI'R AING A INWALIATION CROSR SEMON AMo"romm oxxxrosmwlo as MrIb1M wlf 0 No 21 1/2' MAX. WIUIH 7 1/2' V MAX. MNm11M =1111FRN PINE IO' MALI O.C. O.C. D.C.TGABER FRAYING O 24' O.C. Q 3" VIODD SCREW 00rtlTAPPINGSCREW. BATTEN AITACHMENT FASTF_NER SPACED 2e MAX. O.C. FASCIA VIALL O 3x 3' WOOD SCREW ONWINGsCREW, BATTEN ATIACHMEW FASTENER SPACED 2 x 2 BAIT Nt. O TYIW,AL21' MAX. O.C. 0 v O INSTALLATION NAILS. TYP. - W awMNw S"fR 9 10' MAX. O.C. SPACING QALONGSOIFIILCNGIN 2 a 2 BATIENS TYPICAL u a r WOOD SC TAPPING SCREW twits AIIACHMENI FASTENER SPACED 24' MAX. O.C. O 1AUw SOUTHERN TIMBI'R AING A INWALIATION CROSR SEMON AMo"romm oxxxrosmwlo as MrIb1M wlf 0 No Florida Building lode unllne til/iGc y. v,-' j•.':}yy .'-(!. j.`ji•;::]f'j:%) 4 uit'J:-d.:> +4r'.{.rl i'+iKA i'-ii.l w.iQ .v.:y.'ia'1 • a _ r ••1 i ECS F"9 U9 In ULr Rewilli tlm Not Tooft Sub"* Skw&W a Sbb a fedi Busines(',' isunProfessional g-.i -iJon, Ptodut:t At anal Menu a.M > a2eLj>5on Lib > AMMOMbn atrtaa ZZ" Y ub000pM FOC Sblr SCS S;te N70 Emits Sm" FL x FL1956-RIZ Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DSPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerrl_edenOtamko.com Kerrl Eden kerri_eden®tamko.com Kerr) Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden O to mko. com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert 3. M. Nieminen, PE Validation Checklist - Hardcopy Received slatnda w ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A 09/17/2015 Year 2009 2009 2008 htti)s://floridabuildine.ore%or/or ann 1/171/1)n/A TAMKO BUMDINB P80006TS AppReation Instructions for HERITAGE' 30 UMVIAT® ASPWMT Sa OMM Dallas, TX • Tuscaloosa, AL a Phillipsburg. KS a Joplin, MO THESE ARE THE MM UFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBIUTY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FALLURE TO FOLLOW THE MANUFACTUREWS INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F). CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT It Is not necessary to remove the plastic strip from the back of the shingles. L ROOT OUR These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roots having pitches 2 in. per foot to less than 4 in. per foot. refer to special instructions fitted "Low Slope Application'. Shingles must be apoled property. TAMKO assunes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCT IQN* Roof deck must be smooth. dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. All plywood shah be exterior grade as defined by the Engineered Wood Association. Plywood shag be a minimum of 3/8 in. thiclu. s and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. Z Y®T""M Inadequate ventilation of attic spacess can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place lowers of sufficient size high in the gable ends and/or install continuous edge and sotfrt vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet it a vapor barrier is installed on the warn side of the ceiling or if at least ore hall of the ventilation is provided near the ridge. It the ventilation openings are screened, the total area should be doubled. u•„a•;t-,t ;• i• r.1 y, t! .t• WIND CAUTIQN: Extreme wind velocities can damage these shingles attar application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingle& The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. in these shuat!Dm hand sealing of the shingles is recon vended. To insure immediate sealing, appy 4 quarter --sized dabs of TAM -PRO' Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle finny into the adhesive. For maximum wind resistance along rakes, cement shingles to tate undertayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the hastening instructions described below. Coned placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this wig result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in axem of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTEM040 PATTERNS Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond. and located horizontally as follows: 1) Stirrdard Fastening Pettenn. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 In. back from each end and one 13-1/2 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS MAIL ZONE COMMON Sotto 8-1l8'V-7 F1 FP StmE Se+e• 1 til 1*- 12-1rr-•+- f2-3/8• -+- 12 -1/r -41i 104' Central District 220 West 4th St., Joplin. MO 64MI 800-641-4691 Visit Our Web Site fit Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southoast District 2300 35th St.. Ti scab a AL 3SA01 800-220-2856 tamko.eom Southwest District 7910 S. Central Exp., Dallas. Tx 75216 800-13-1a34 Western District 5300 East 43rd Ave.. Denver. CO 80216 800-530.8268 1 r -b :t. ,Y ;a .. _ .. ,++•.r tom..•-+..ws•.,=:.e-_zro:V':S:o• , 'Fw,. ,V..,^•f x'-" li:f•v :G: -..A ic awC_ _.'.(a.%=i.=:.S"a:I3.e. .Y•.i.Gxi?i:..:.`',i .'._ w..•2-C.y,L •......... Y. - r,;..r r Y ...• .. .. 1+?s'..Y'. 1i ice: ..:.. r.J A:. -t 48 TAMKO HYd0IN9 PRODUCTS CONTINUED from page 1) HERITAGE' 30 U NINAT® ASPBAI.T S8IN61AS Dallas, TX • Tuscaloosa, AL 9 Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot) One tastener 1 in back from each end and one fastener 8-1/2 in. back from each and and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Patten illusbaded below.) MANSARD AND HIGH WIND FASTENING PATTERN FASTE)IHia MAN& 2'D COWjM BOrfD CKPOSUPnnn 5 -SW N-r•vr+}r•+a'i r s`•I..r•+a"+l••-+rr'1 (+• 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 ten. back horn each end and one fastener 16 in. back from each end for a total of sox (6) fasteners per shingle. In addition to this shingle fastening pattern mquirement for High Wind Application. TAMKO also requires the use of the following TAMKO products: TAMKO felts or undentayrrents; TAMKO Moisture Guard Plus undertayment at all eaves, rakes. and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles it available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underiayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Twn-Seal Adhesive. Also. see local building codes for proper nailag application. High Wind Application is offered on new constructim or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High wind Application warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAI TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 In. Nails should be long enough to penetrate 3/4 in. into the roof deck Where the deck is leas than 314 in. thick the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck Drive nail head flush with the shingle surface. Pft"" DM— wv"" tea... Llia,r.arrr ,rr,Mar. seed." eao. I} _ v.Vm ;Mdewr '"Aom pM h.dv1vU r,p 9v" vat, W& -P W'"M proved" i1ft ~910 *'r• STAPLES: If staples are used in the attaching process, follow the above instructions for placement All staples must be driven with pneumatic staplers The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown wldt h must be at least 15116 in. starle crown width is measured outside the legs). Leg length should be a minimum of 1-114 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple nkat be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Roper" Drtem Improperly Driven trdudivrr agdn n uoRVfttO CAUTION ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE 4.O>t09UNVIEW UNDERLAYM9IT An urderlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which Is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On root decks 4 in. per foot and greater appy the left parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the urdertayment left may be adverse!( affected by moisture and weathering. Laying of the undedayment and the shingle application must be done together. Products which are acceptable for use as undertaymeM are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic telt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Pica' (additional ventitatim may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem. TAMKO's Moisture Guard Plus' waterproofing urdertayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more informal10rt TAMKO does not recommend the use of any substitute products as shingle u derlayment. s. A!ilrUUTt08 111113"N"01118 STARTER COURSE A starter course may consist of TAMKO Shingle Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral surface rod roofing. If set -sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course Kith approved fasteners along a line parallel to and 3 in. to 4 in, above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Continued) Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11,09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Fre4erick. MD 21701 800-368-2055 Southeast District 2300 35th St, Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 A wefs ternn District 53W East 43rd Ave., Denver, CO 80216 800-530-8888 G pas _ `'" r-.•8'..G.a.}`i err vi!i -:. L Y TF<."-.Zil{d7.''. _..-.-b.__.__`i_-: ,.-' .: ..r{` BOMBING PBOOUC" CONTINUED from page 2) HERITAGE' 30 6Amm"M UMI T SBINOM Dallas, TX a Tuscaloosa, AL* Phillipsburg, KS a Joplin, MO hjNGLEAEPLjrAn= Start the fust cease with a full size shir%gle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingie 29 in. kung. Use this to start the second course (see diagram beiov* Cut a 23 in. long shingle to start ft Mind ookrse. Use the remaining I O -U hn, piece of stw4o to start the fount corse and u.se the remaining 10-3/8 in. piece to begin On fifth course. Continue up the rake in as marry tows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 h exposure (see shingle application drawing illustrated on this paneli. When you make your final cut at the roots edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without seating zippers or color variations. tIOM Do not align joints of shingle courses when wortdng in cut pieces Joints should be no closer than 4 in. from one another. taw Ww" 4000M sd encu bdeaot up n,uw tCIO los wa 9.91, It, suis sw.. to is w3. C.I. -t,1 +•+y. e..r. a w 1r IT I.q,l love= 1e, t6,ye• zr 161W I I tour e.ew.sro.n .n a t/ •w•+.d. rai:r. M.: •.. v.rr..v vis as U1_ R•.e Y.. ••M.OUl 9 •JL rine ere.. —ft _V. to. —.. 7. incl t,w 0—t— a .lure'. yrywM..ew ion: w.0 .r. n..+.r w•r.......n. er.+a iY.. MwY r ti dry....• M w.sna L L= 3LM APPLIZA 7VIll On pitches in. per toot to 4 it. per foot cover the deck with two layers of asphalt saturated felt Begin by applying the felt in a 19 in wide strip along the eaves and overhanging the dip edge by 1/4 to 3/4 in. Place a full 36 in. %vide sheet over the /9 im wide starter piece, completely, overtopping iL AN succeeding coursee will be positioned to overlap the pecech course by 19 in. If wii ft temperaeaes average,25'F or lem thoroughy cement the felts to each other with TAM -PRO or TAMKO Plastic Root Cement from eaves and rakes to a point of a least 24 in. wnide the interior wall fine of the building. As an alternative. TAMKO s Moisture Guard Plus'set-adhermrng waterproofing u ndertaynerq may be used lnlieu of the cemented lefts. T. Nunn poor a sM Win now If the slope eroeeds 21 in. per rod (60), each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive iomixiatey, upon installation. Spots d cement must be equivalent in size to a 3.25 piece and applied to shingles with a 5-5/8 in. expomae. use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. YWoome Before re -roofing, be coo tab to inspect the roof decks. AN plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove therm and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing rod where new flashing is required to protect against Ice dams (freezelthaw cycle of water and/or the backup of water in ham or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wan fine and appy TAMKOts Moisture Guard Plus' waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further Information. The nesting procedure destritied below is the preferred method for reroofing over existing metric size shingles with a 5-5'8 in. exposure. See desciption below. starter Cisterna: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the exiting shingle& Position the resulting strip over the existing root edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and appy the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the exsting roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. M We is not the ease, cut and apply the starter strip so that it wi8 provide sufficient overhang for proper drainage. Ett a13Sdt XZ Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly a" the eaves edge of the new starter strip. continued) Central District 220 West 4th St., Joplin, MO 64801 500-641-4691 11:09 V13li Our Web Site at NorUwast District 4500 Tamko Dr., Frederick. MO 21701 800-388-2055 Southeast District 2300 35th St.. Tuscaloosa. AL 35401 800-228-2656 tamko.eom Southwest District 7910 S. Central Exp.. Dalian. Tx 75216 800-44.3-1911 Western District 5300 East 43rd Ave.. Denver. CO 80216 800-530-8868 a- f-. r •t-• <Y -r a+i• - n ,._: Ve. .. l-: .D r~. : i.:–i:'yLi...::=.......a..'z=L:..: .. z._. r. ..e 7,-,.7•: +.., -n+„s_ r;v. sr ..efal. e- "•l i S. ; .h .. 37—+:•.% Tf'-'a ir^bi.:.atm'•.ir•1..•i:.:'S.:.;vr•-•.i..a-'•.>'. r'.T...r_ :::.:j'l;d. TAMKO HOO.DINB P80006T8 CONTINUED from page 3) HHRITAN" N 1.MWATEO ASPRUT SBINOM Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Cd:swt= Remove 10-3/9 in. from the rake end of the fust shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. atter the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). f j/"~•.r\ ,' .. isj eros' ' L.% , --n, New 8. VALLST APP61rJR N Over the shingle underfayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast*, Moisture Guard Plus* or a minimum 50 ib. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPO PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Appy the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the loner slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Appy succeeding courses in the same mariner extending them across the valley and onto the adjoining roof. Press the shkxjlw tightly into the valley. Use normal shingle fastening methods Note. No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the and of each shingle crossing the valley. To the adjoining roof plane, appy one row of shingles vertically facing the valley and 2 in. hack from the valley centerline. Note: For a neater Installation, snap a chalkline over the shingles for guidance. To complete the valley, appy shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied. covering the vertical single. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. x Nw cat hto•w Cry tV v Sa a Cr M~ -2 varrrn..1 C --V'w n wdar"" Pm* -0 ofVVVIDWr*"p, d nr.aotwgrat'aid be* ace :aa or.1•rr "Co -o" a• "rftw Ynya IL W A= toes t7ASTO1l1Y UTAar EeWWWd "W42 it -:I top" OR" Apply the shingles with a 5 im exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side. 5-1/2 in. hack from the exposed and and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colas are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER W ectlon or pr.•etl wind Vill, • TM THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS` INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKOO. Masfv Guard Pine. Na Fas*. TAM -PROOF and FbrtmgeA are Wstea0 trader. ahs of TAMKO 8LMng Product, Inc. Worrsime rvkmftd in the" apprcam irslrbE'bo1• rib mimwd at 9r• of cirintm To titin a copy of the nidi currant vaeia or toss• app =Iw haouctwna '•ise ua auir* at tamllo.corn a p/ w at 1!00.617-4691. Central District 220 West 4th SL, Joplin, MO 64801 S00-1341-4691 11.09 Visit Our Web Site at Northeast District 4500 Tsmko Dr.. Frederick MD 21701 800-368-2055 Southeast District 2300 35th St.. Tuscaloosa. AL 35401 800-228-2656 tamko.eom Southwest Di3lhd 7910 S. Central EKP.. Dallas, TX 75216 1300-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 O.•- yy ,,ss.;Z.• J..•n; r z ri'i,`'--ru s'; J iu':, .1j.=s3ir+_s',a'r(' >.'''C+'rZ r.' -•sr v-.-t;v. .` ... }...•'s i 1.: Jr:•i.i.:...1.Ii::..Y:.aLalJ....Z.,Itr].N.r`. S l..ib-I,LA L.s7.! ir.:r•,L::: '.:-...i....ir..Ar.' L': :.%%-. .l. - Florida Building Code Online i/,n ew-1- Page 1 of 2 t .F G.../.....:.Y,... M' 1 M!~ S .: 1` T. : ...• r.. sj :.... f='•. . Vit.:' .:- •• K %..• i `l:.Br p.r1.... ry'tr:/%.l.a.''•f,., ; . .Sl `; jr ii..::.!. 13i.: fJ.'.i•ir. .:e yvsv`tY'C." _..n.`.S"e•La..=i ....'^iii: Yy- i nr _ ,•`n; = OC1S Monf7 LaY M USO RWM Lon NOt TOpb Busines i,_ product ApprovalProfessinal11unk, Kok um y:i'j • `amu: f Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method ir G• t fD 1 1 t SuWA SodW" 974 a FSM Puatseos FDC RIN KZ Sid KW unix SMbI Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216-R2 Revision 2014 Approved InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas®Interwrap.com Eduardo Lozano elozanoelnterwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano®interwrap. corn Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 11/17/Z016 John W. Knezevich, PE 4 Validation Checklist - Hardcopy Received FI -15216 R2 COI 2015 01 COIRCOI2015COIyrr:inen.00f 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 httDs://floridabuildin2.om/nr/or ann dtl.asnx?Hamm=wcF.VXOwtr)nvivVVK.)710RArlh 1n1/?01 c TRINITY ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorkatfon #9Sf13 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5a' Edition (2014) Florida Building Code sections noted herein. DEscitlpnoN: RhinoRoof Undedayments ILA6EUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPuANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERMEMENr. The Evaluation Report number preceded by the words `Trinity ( ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for Inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert ).M. Nieminen, P.E. Florida Replstrotion No. S9166, Florida DCA ANE1983 vt tttrt r.,rti— gQ.`Gra 39OK z 9 t Srxrl :OF rm fbaivr . nr.00 rwq w..Lnm,a.a a Won NWmww. 3N7 J rL •`' PLaOAA7/JOli. T%b der nee. w» W " *N-""4=* $W"d Renee t. 5Ens4 s"kd hodmp+s h" bwe trsnfrr&W to tM Vrodut ApW" "a"t Ww and is dr amod LOW CWTiFICATION OF INDE>ENDENOI: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category. Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propeirtles Standard YM 2507.23,1507.S3, 73507.8, Unrolling, Breaking Strength, Pliability, loss ASTM D226 2006 1507.83,1507.9.3,1507.9.S on Heating No I No 1507.23,15075.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Examination Pate 1T1 St( TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 10053939SCOQ-002 10/27/2011 iTS (7573509) Physkal Properties 20053939SCOQ-M 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type II felt. RhlnoRoof Underlayment Is available In 42 -inch wide rolls, and can be produced in various other sizes. S. UMITATIoNs: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product RhlnoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FOC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable roof covers applied atop RhinoRoof Underlayments are follows: Tante 1: RooF Cove OIR1oNs Underleyment Afphalt Shingles Nowon TireI Foem-On nkI MetalI Wood ShakesI & Shingles Slate or sUnulated State RhinoRoof U20 Yes No I No I Yes I Yes No Exposure Limitations: RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth In Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or 04869, Type Ii underlayments In FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-012 Certificate of Authorization 09503 FL15216-R= Revision & 04/z7/2015 Page 2 of 3 7. 8. 9. TRINITY ERS 6.3 Re -fasten any loose decking panels, and check for protruding nail heads Sweep the substrate thoroughly to remove any dust and debris prior to application. RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be i -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.41. The use of staples Is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameterdiametertincaps (with the rough edge facing up). The use of plastic or metal cap nails or FBC HVHZ nails & 1-5/8 staples is prohibited. 6.4.2 Simile laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions 6.4.3 Double Laver: 2.12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -Inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFAc7uww PIAMM: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 QA requirements QUALITY ASSURANCE ENTRY: Intertek Testing Services NA Inc.-ETL/Wamock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certi/icote o/Authorirotion #9503 END OF EVALUATION REPORT - Evaluation Report M0510.0L12-fit P15216RZ Revision 2: 04/27/ZQ35 Pep 3 of 3 nenru'ts i' V V, Jivrvr`\ AUSECHTOL ENGINEERING REPORT OF IN-PLACE AND TEST/NG, INC CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS DENSITY TEST RESULTSPHONECW) 7344444 FAX (388) 7344647 MS. KATRINA SOUTHWARD 610 LOCUST AVENUE 7311 LAKE DRIVE SANFORD, FLORIDA SANFORD, FL. 32771 JUL; J 10 209y i J BET PROJECT No. 17259 [,X, PROGRESS REPORT No. 1 BUILDING PAD SUBGRADE SOILS MODIFIED PROCTOR (ASTM D-1557) 95 OO O STANDARD PROCTOR (ASTM D-698) DATE TESTED PROCTOR NUMBER MAX DRY SOIL DESCRIPTION DENSITY OPTIMUM MOISTURE Pa) 6115117 MPI GRAY -BROWN SLIGHTLY SILTY FINE SAND. 102.0 14.1 DATE TESTED TEST NUMBER LOCATION OF TEST PROCTOR NUMBER FIELD MOISTURE FIELD DENSITY PERCENT COMPAC - RELATIVE TEST Tee' Meets Compaction Requirementsquiremnt PO TION ELEVATION YES NO BUILDING PAD SUBGRADE SOILS 6/15/17 1 SOUTHWEST CORNER MP 1 12.3 99.3 97.4 0-1 X 2 NORTHWEST CORNER 11.4 100.1 98.1 X 3 NORTHEAST CORNER 12.0 100.5 98.5 X 4 SOUTHEAST CORNER 11.8 99.8 97.8 X RELATIVE TEST ELEVATjqlj 191111001tipjN FEET, FROM SURFACE OF PRESENT GRADE. NOTE: N BECH*6 N609ERING ANbVEyS JNG, INC. 2 Cc: CLIENT 605 Weil NO York Avenu S3a e• T 8 DeLanCFl 327*0• Cerlificae 92 E i c Florida Licerl e 568. FLOa DATE: 06/19/17 SHEET No.: 1 OF 1 nenru'ts i' V V, Jivrvr`\ FORMBOARD SURVEY PROPERTY DESCRIPTION: LOT 3, BLOCK 8, TIER D, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. EP . 25 26'I I I I I I I EP . 25 39' FOUND 1/2' IR NO 10 0.9' N N 5.0' E 27 I I FOUND 1/Y I.R. NO ID 006 5 8 3.79' C. I NO; 25 SOp I LECEND.- 0 DELTA/CENTRAL ANGLE A/C • AIR CONDITIONER BB BEARING BASIS (ASSUMED) C CALCULATED CH CHORD CO - CHORD BEARING CBW - CONCRETE BLOCK WALL CL - CENTERLINE C.M. - CONCRETE MONUMENT CNA - CORNER NOT ACCESSIBLE CONC - CONCRETE COV. COVERED D = DESCRIBED d/b/a DOING BUSINESS AS DE. -DRAINAGE EASEMENT ASPHALT i2i22= - BRICK JUL 1 4 2411 LOT 2 2. 66'0 BLOCK B TIER D rr ELEv . 2617' FOR RESIDENCE /602 S89'50'29NW 117.00'(P) 111 60' (M) ELOOD ZONE INFORMATION. MAP NUMBER 121170 0070 F DATE 09/28/07 ZONE: K CERTIFIED TO: CORNELIUS DAVIS DU.E. = DRAINAGE do UTILITY EASEMENT EC - EDGE OF CONCRETE EP . EDGE OF PAVEMENT EOW - EDGE OF WATER F . FIELD FF ELEV - FINISHED FLOOR ELEVATION FL = FLOWLINE I D. - IDENTIFICATION I R. - IRON ROD I.P. = IRON PIPE L = ARC LENGTH LS = LAND SURVEYOR LB - LAND SURVEYING BUSINESS M - MEASURED NG = NATURAL GROUND NR = NON -RADIAL O.R. = OFFICIAL RECORDS P = PLAT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PI = POINT OF INTERSECTION UTILITY POLE Q = SET 1/2` 1R. k CAP LB /7020 O = FOUND PROPERTY CORNER O = FOUND CONCRETE MONUMENT WELL O O - UTILITY RISER GAS METER = LIGHT POLE GUYWIRE Z9 = FIRE HYDRANT ® = WATER METEF rouNo 5/e' IR NO 0 r.l a pl... 010 I NO - 2398 I 1 I I I I 0i I FOUND G I' I P 27 3— T OO 4 W o 0 O N CO FOUND 'n CO 1/2'..R. h CAP01 L85362 1 _ 2536' rL - 22.9f BC23 3 rL - 23 J6BC •- 23 7T TONI 235, rL . 2301 BCI. 3; BC - 2. 5 ADJACENT rL pCONC OIRvE 2• e EP . 1 23057 CL - I3 J6' I EP . CL - i! 23 60' I I I P CL - t1•6 V OCO I I•.36" IEl 24P. 2..1 1 I I BC - CC - I•.ee' 2507 2.6- 0' POB • POINT OF BEGINNING POC - POINT OF COMMENCEMENT POL - POINT ON LINE PRC • POINT OF REVERSE CURVATURE PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER PT . POINT OF TANGENT R . RADIUS RAD • RADIAL RP . RADIUS POINT R/W - RIGHT OF WAY S/W - SIDEWALK TBD = TO BE DETERMINED TOB = TOP OF BANK TYP) = TYPICAL U R = UTILITY ROOM UE = UTILITY EASEMENT WM = WATER METER WPP - WOOD POWER POLE ADDRESS: 610 SOUTH LOCUST AVENUE SANFORD. FLORIDA 32771 Bradley Cox & Associates B Land Surveying C A 405 W. 25th Strcet Sanford, Florida 32771 Phonc (407) 323-9202 Fax (407) 324-9661 WWW .B RADLEYCOXS UR V EY I NG.COM BCA19753-FORM DRAWN BY. RO CHECKED BY: BC FIELD BY: JB FIELD DATE: ) 03/03 RE VISIONS' FORMBOARD 06, IELEVATIONS SHOWN HEREON ARE BASED ON THE INORTHAMERICANVERTICALDATUMOF1988 NOTES: 1• THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2, THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS (BUILDINGS. FENCES ETC.. ) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8- THIS SURVEY IS NOT VALID WITHOUI THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCROED 17 PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY 1r:E FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17. FLORIDA ADMINISTR VE CODE. PURSUANT TO 6/171 CHAPTER 472. FLORIDA 7U1E5. 06/23/17 CERTIFICATE OF/AUTHORIZATION LB CONCRETE 357' LINE BREAK FORM BOARDS CENTERLINE 0BSL - - ELEVATION = BUILDING SETBACK LINE 25 80 LOT 3 0-0-0-0-0-0-0— E BLOCK B CHAIN LINK FENCE/CLF OHU — OHU TIER D 3.0' 1 32V 1 O 0-0 1.00'(P) 7. S89 -50'29"W17 11321' (M) O LOT 4 BLOCK B TIER D Fr ELEv . 2766' FOR RESIDENCE /612 ELOOD ZONE INFORMATION. MAP NUMBER 121170 0070 F DATE 09/28/07 ZONE: K CERTIFIED TO: CORNELIUS DAVIS DU.E. = DRAINAGE do UTILITY EASEMENT EC - EDGE OF CONCRETE EP . EDGE OF PAVEMENT EOW - EDGE OF WATER F . FIELD FF ELEV - FINISHED FLOOR ELEVATION FL = FLOWLINE I D. - IDENTIFICATION I R. - IRON ROD I.P. = IRON PIPE L = ARC LENGTH LS = LAND SURVEYOR LB - LAND SURVEYING BUSINESS M - MEASURED NG = NATURAL GROUND NR = NON -RADIAL O.R. = OFFICIAL RECORDS P = PLAT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PI = POINT OF INTERSECTION UTILITY POLE Q = SET 1/2` 1R. k CAP LB /7020 O = FOUND PROPERTY CORNER O = FOUND CONCRETE MONUMENT WELL O O - UTILITY RISER GAS METER = LIGHT POLE GUYWIRE Z9 = FIRE HYDRANT ® = WATER METEF rouNo 5/e' IR NO 0 r.l a pl... 010 I NO - 2398 I 1 I I I I 0i I FOUND G I' I P 27 3— T OO 4 W o 0 O N CO FOUND 'n CO 1/2'..R. h CAP01 L85362 1 _ 2536' rL - 22.9f BC23 3 rL - 23 J6BC •- 23 7T TONI 235, rL . 2301 BCI. 3; BC - 2. 5 ADJACENT rL pCONC OIRvE 2• e EP . 1 23057 CL - I3 J6' I EP . CL - i! 23 60' I I I P CL - t1•6 V OCO I I•.36" I El 24P. 2..1 1 I I BC - CC - I•.ee' 2507 2.6- 0' POB • POINT OF BEGINNING POC - POINT OF COMMENCEMENT POL - POINT ON LINE PRC • POINT OF REVERSE CURVATURE PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER PT . POINT OF TANGENT R . RADIUS RAD • RADIAL RP . RADIUS POINT R/W - RIGHT OF WAY S/W - SIDEWALK TBD = TO BE DETERMINED TOB = TOP OF BANK TYP) = TYPICAL U R = UTILITY ROOM UE = UTILITY EASEMENT WM = WATER METER WPP - WOOD POWER POLE ADDRESS: 610 SOUTH LOCUST AVENUE SANFORD. FLORIDA 32771 Bradley Cox & Associates B Land Surveying C A 405 W. 25th Strcet Sanford, Florida 32771 Phonc (407) 323-9202 Fax (407) 324-9661 WWW .B RADLEYCOXS UR V EY I NG.COM BCA19753-FORM DRAWN BY. RO CHECKED BY: BC FIELD BY: JB FIELD DATE: ) 03/03 RE VISIONS' FORMBOARD 06, IELEVATIONS SHOWN HEREON ARE BASED ON THE INORTHAMERICANVERTICALDATUMOF1988 NOTES: 1• THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2, THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS (BUILDINGS. FENCES ETC.. ) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8- THIS SURVEY IS NOT VALID WITHOUI THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCROED 17 PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY 1r:E FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17. FLORIDA ADMINISTR VE CODE. PURSUANT TO 6/171 CHAPTER 472. FLORIDA 7U1E5. 06/23/17 CERTIFICATE OF/AUTHORIZATION LB CONCRETE PAVERS LINE BREAK CENTERLINE 0 BSL - - RIGHT-OF-WAY LINE BUILDING SETBACK LINE PVC -VINYL FENCE/VF 0-0-0-0-0-0-0— WOOD FENCE/WF 0-0-0-0-0-0-0— CHAIN LINK FENCE/CLF OHU — OHU OVERHEAD UTILITY LINES ELOOD ZONE INFORMATION. MAP NUMBER 121170 0070 F DATE 09/28/07 ZONE: K CERTIFIED TO: CORNELIUS DAVIS DU.E. = DRAINAGE do UTILITY EASEMENT EC - EDGE OF CONCRETE EP . EDGE OF PAVEMENT EOW - EDGE OF WATER F . FIELD FF ELEV - FINISHED FLOOR ELEVATION FL = FLOWLINE I D. - IDENTIFICATION I R. - IRON ROD I.P. = IRON PIPE L = ARC LENGTH LS = LAND SURVEYOR LB - LAND SURVEYING BUSINESS M - MEASURED NG = NATURAL GROUND NR = NON -RADIAL O.R. = OFFICIAL RECORDS P = PLAT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PI = POINT OF INTERSECTION UTILITY POLE Q = SET 1/2` 1R. k CAP LB /7020 O = FOUND PROPERTY CORNER O = FOUND CONCRETE MONUMENT WELL O O - UTILITY RISER GAS METER = LIGHT POLE GUYWIRE Z9 = FIRE HYDRANT ® = WATER METEF rouNo 5/e' IR NO 0 r.l a pl... 010 I NO - 2398 I 1 I I I I 0i I FOUND G I' I P 27 3— T OO 4 W o 0 O N CO FOUND 'n CO 1/2'..R. h CAP01 L85362 1 _ 2536' rL - 22.9f BC23 3 rL - 23 J6BC •- 23 7T TONI 235, rL . 2301 BCI. 3; BC - 2. 5 ADJACENT rL pCONC OIRvE 2• e EP . 1 23057 CL - I3 J6' I EP . CL - i! 23 60' I I I P CL - t1•6 V OCO I I•.36" IEl 24P. 2..1 1 I I BC - CC - I•.ee' 2507 2.6- 0' POB • POINT OF BEGINNING POC - POINT OF COMMENCEMENT POL - POINT ON LINE PRC • POINT OF REVERSE CURVATURE PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER PT . POINT OF TANGENT R . RADIUS RAD • RADIAL RP . RADIUS POINT R/W - RIGHT OF WAY S/W - SIDEWALK TBD = TO BE DETERMINED TOB = TOP OF BANK TYP) = TYPICAL U R = UTILITY ROOM UE = UTILITY EASEMENT WM = WATER METER WPP - WOOD POWER POLE ADDRESS: 610 SOUTH LOCUST AVENUE SANFORD. FLORIDA 32771 Bradley Cox & Associates B Land Surveying C A 405 W. 25th Strcet Sanford, Florida 32771 Phonc (407) 323-9202 Fax (407) 324-9661 WWW .B RADLEYCOXS UR V EY I NG.COM BCA19753-FORM DRAWN BY. RO CHECKED BY: BC FIELD BY: JB FIELD DATE: ) 03/03 RE VISIONS' FORMBOARD 06, IELEVATIONS SHOWN HEREON ARE BASED ON THE INORTHAMERICANVERTICALDATUMOF1988 NOTES: 1• THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2, THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS (BUILDINGS. FENCES ETC.. ) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8- THIS SURVEY IS NOT VALID WITHOUI THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCROED 17 PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY 1r:E FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17. FLORIDA ADMINISTR VE CODE. PURSUANT TO 6/171 CHAPTER 472. FLORIDA 7U1E5. 06/23/17 CERTIFICATE OF/AUTHORIZATION LB i 0-3-1 -7 • l-1--aq ao O CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: j ^z — CH—' Documented Construction Value: S Job Address: L p r" T Historic District: Yes No Parcel ID: Residential DCommercial Type of Work: New Addition Alteration Repair Demo Change of Use T'love Description of Work: Plan Re-Aew Contact Person: Phone: Fax: Email: Property ner Information Name I 1 O Phone: Street: Resident of property? : City, State Zip: Contractor nformation rr 2 Name C Phone: Street:DVA400 Fax: LAC- =)R Cit),, State Zip: State License No.: Eo - Arch itect/Engi nee r o Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: FOUR FAILURE TO RECORD A NOTICE OF CONINIENCEMENT NLAY RESULT IN YOUR PAYING Tti'ICE FOR INIPRONTNIENTS TO FOUR PROPERTY. A NOTICE OF CONA'IENCENfEN T 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 CONDIENCENIIENT. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: 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 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 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, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWINER'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. Sipature of Owvtt/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Date Print Coiltraltor/Agent's Name STEPHANIE RALLO Commission # FF 175017 DPW; November 9, 2018 6X44 nm'mr fin'W""' Alto 7 Owner/Agent is Personally Known to Me or Contractor/Agent is /Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONTING: ENGINEERING: COI%DI[ENTS: UTILITIES: WASTE WATER: BUILDING: Revised: Juoe 30.2015 Permit Application SCPA Parcel, V iew: 18-20-31-503-0000-0550 DOW Aft=MCFA PAPPRAISERy rxwax3 oaxn, ivava Parcel Information Page 1 of 2 Property Record Card Parcel: 18.20.31-503-0000-0550 Owner: HOLMES STANLEY K Property Address: 127 ANDREWS RD SANFORD, FL 32773 Parcel 18-20.31-503-0000.0550 Owner HOLMES STANLEY K Property Address 127 ANDREWS RD SANFORD, FL 32773 Mailing 127 ANDREWS RD SANFORD, FL 32773 Subdivision Name ROSE HILL Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2015) Legal Description LOT 55 ROSE HILL PS 54 PGS 41 d 42 Taxes Value Summary Tax Amount without SOH: $2,311.00 2016 Tax Bill Amount $2,255.00 Tax Estimator Save Our Homes Savings: $56.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method CosVMarket Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 128,366 117,240 Depreciated EXFT Value 11,094 11,643 Land Value (Market) 30,000 27,000 Land Value Ag 106,303 County Bonds Just/Market Value " 169,460 155,883 Portability Adj 100 No Save Our Homes Adj 13,157 2,795 Amendment 1 Adj 1468 100 P&G Adj 0 0 Assessed Value 156,303 153,088 Tax Amount without SOH: $2,311.00 2016 Tax Bill Amount $2,255.00 Tax Estimator Save Our Homes Savings: $56.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page County General Fund 156,303 50,000 106,303 Schools 156,303 25,000 131,303 City Sanford 156,303 50,000 106,303 SJWM(Saint Johns Water Management) 156,303 50,000 106,303 County Bonds 156,303 1$50,0001 12/1/2001 106,303 Sales Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 9/1/2014 08342 0490 180,000 Yes Improved QUIT CLAIM DEED 4/1/2006 06210 0621 100 No Improved QUIT CLAIM DEED 12/1/2001 04270 1462 100 No Improved CORRECTIVE DEED 3/1/2001 04026 1468 100 No Improved WARRANTY DEED 11/1/2000 03972 0220 148,400 Yes Improved SPECIAL WARRANTY DEED 9/1/1998 113496 11719 1$1,456,500 No Vacant Find Comparable Sales L Land Method Frontage Depth Units Units Price Land Value LOT 1 1 $30.000.00 I $30,000 Building Information Is Bed/Bath count mcorred7 Click Here ft I Description I I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall Adj Value I Rept Value I Appendages http://parceldetaii.scpafl.org/ParcelDetailInfo.aspx?PID=18203150300000550 10/3/2017 PERMIT NO. - CONTRACTOR: JOB ADDRESS: TYPE OF WORK: City of Sanford Building & Fire Prevention Division T -Pole Permit Card 7 ISSUE DATE: • all I ecti"71 G + Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with pennit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T -Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC TYPE POLE FINAL 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 FBC105 3 3 REVISED: 417 Inspection Line: 407.792.6069 or $55.541.2112 TSRADA OLECIPPC-OCCUR &TV 34DO SL Johns Pkwy Sanford. FL 32771 877)J061t19 comollua Oavb B: gou=ard - 11195 407-733-0278 DATE: $12212017 R 1!i H AR r Strode Electric & Security agrees to famish all material and labor for electrical wiring in accordance with the following wiring schedule and bid set prints submitted at or before this data. inclusions: All work must be scheduled through the Construction AdminiWalur. Change Orden (RM s) or Field Addcndums and Porchase Orden must be issued, approved by signature, EVPO or WO in order for work to be performod. Rough -in work and rough -in change omen may be billed at rough -in inspection. All work to be performed during regular business hours of7.00&m thru 4.Wpm. Return trips to fu, punch or replace damaged items aro subject to a trip charge (533) and applicable labor and material chargo.'llreso charges reflect Die lastallation of naw standard light runures(atrps, wraps, reass(6xtures less than 25 lbs, leu than 10 pieces and under 12 R installation heighQ) provided by others not available as the start of Trim. Fixture in excess of 25lbs and/or contains more than 10 pieces or rcW;m assembly time of mare than 15 minutes per fodure or requires Scaffolding are subject to additional eharges(odd tional cost matrix provided below). Connection ofplumbing appliances includes receptacle for dish washer d disposals. All appliances am to be pre - whipped and supplied by others unless noted in win sehodula Strode Electric est Security is not responsible for return hip when appliances or whips aro mining. Arc -Fault Circuit Interrupter Breakers per NEC 1 I aide and a TUG or temporary power pole per unitfbldg. This proposal anumes that all walls behind Electrical McW Center Location arc to be 6 inch welts to aooammadalo Ne bending radial of Ilse SER cable. Fire Win or potty pads are excluded and aro subject to additional charges. All branch circuits will be wired wing NM cable and aro based on individual metering per unit Service entrance is based on garage side and back to back where applicable. Alternate or elected changes an subject to additional charges. AD switch devices am defined type on wire schedule, While in color. Plum note that locations and quantities Putty be inconsistent with drawings. AD work shall be completed in a worlm ardam msnmr, according to hWustry standards, and compliant with local and notional doctriml code (NEC). lfstluslons: Paddle fans or lamps, secondary wiring or piping, venting, or power company charges and fees. All work is warranted for a period of ONE year from final electrical inspection according to our standard warranty terms. Motion R Photocell salon are not waroentcd. CIarlRcatlow This proposal is based on the description ofthe work listed and the attached wiring schedule. If additional work is requi"ed, 4 &boll be at the standard time and material rote at as noted an extra k option price HIL Escalation Clause: Due to the instability of copper and steel market, the proposal and alternate pricing May require adjustment before Strada Electric & Security accepts a signed contract or pmJucL Duo to unfaoecn circumstances, drywall or plaster repairs may occur and Strada Electric tR Security h not held Gable. Warranty. Strada Electric R Security guarantee la for (1) you from electrical foul inspection against defects in material and worbnonship. Failures duo to misuse, vandalism, fire, damage, andfo natural causes am not covered by Competitive price listed is good for (3) months and includes NEC I I code change. Strada Electrical "Sava the right to refuse executed Contracts Wool signed within the 90 day tern. (IStrada Electrical fords the in ability to perfurm at expected levels based on SbWD Eloctrical production schedule or builder requirmehta, guarantee guarantee is mol valid. e res• Subject to draw schedule below mid no rctabuge unless otherwise noted. Strad& elMrle A Security offer it perform Site dwrUKO work Inekrdlaa malas lea for lea rum alt ENDIM R0X4M ROUGH SECONDARY TR6w rML 5255.75 W.M.75 ® SI.W .00 S517.5e 4 / TWW wdlk tMoondary Cox•D1• attwlteoamakdpke wMalt&t tedmlM alae aB Oebltaed seatalq torin xaedaY an drmaer rewkw md.pprord bdtro wbebpo0ed ROUGIr dw spas rwmph fes! drown IRral• ImraLnte ardrrkes5ea arw mnatt M0bk cad WWtMd wsa to ser mu rnlasr ornputq promos 19VAL• dac hggK•tw kmm.nd Crhtl taµedbn rta0me STRADA SAI.RA REPRMSEMATM ICA URL DATE Chuan ldal adio updars" Ward ( 1019111 Rees* Pace: lobstouta Up t0 t6 20 $ 7640 uasmleka Up fo20 35 $1440 501htatoobt Upto20 35 5115.00 RRlab UmJW Artaaaa ndrbrA; &akwilo sad mule AD Ualga Arco oe 1>11hd at as and mlolal. AUT f RIZEDS HER ale IrRL DATL STRADA Duovaro•aacuarry 3400 St Jolla Pkwy Said FL 32771 877 908.1113 comallus Davis J013, Southward • 1195 407.733-0270 DATE: 017212017 R !1150 NW R r Strada Electric A. Security aglces to furnish all material and labor for electrical wiring in accordance with the following wiring schedule and bid ad prints submitted at or boforn Ibis date. Inclusions: All work mull be scheduled through the Construction Administrator. Change Orders (RFPO's) or Field Addendur s and Purchase Orders must be issued, approved by signature, EVPO or WO in order for wort to be performed. Rough -in work and rough -in change orders may be billed at rough -in inspection. All work to be performed during regular business hours of 7.00am thru 4.Mpm. Rdum trips to fix, punch or replace damaged items arm subject to a trip charge (395) and applicable labor and material charges. 'lheso charges reflect gar Inslalhation of new standard light f dures(strps, wraps, rerrv(fixtures less than 25 Ihs, loss than 10 pieces and under 12 R instalation height)) provided by othen not milsble at the start of trim. Fixtmm in excess or 25lbs and/or contains more than 10 pieta or require assembly time of roam than 15 minutes per fedure or requires Scaffolding are subject to additional eherges(odd'Aional cal matrix provided bolow). Connection mfplumbing appliances includes receptacle for dish washer d disposals. All appliances are to be pre. whipped and supplied by others mdcu noted in wire schedule. Strada Electric & Security is hot responsible for return hip when appliances or whips are missing. Arc -Fault Circuit Interrupter Breakers per NEC 11 code and a TUG or temporary power pole per unialdg. This proposal assumes that ell walls behind Electrical Meter Center Location are I* be 6 inch walls to accommodate the bending radius of the SER cable. Fuc foam or putty pads are excluded and aro subject to additional charges. All branch circuits will be wired using MA cable and aro based on individual metering per unit Swire entrance is based on garage side and back to back where applicabhe. Altemato or elected changes are subject to additional charges. All switch devices aro defined type on wire schedule. White in color. Plum note that locations and quantities may be ince siatent with drawings. All work shall be completed in a worlm aidiloa meaner, according to industry standards, and compliam with local and national electrical codes (NEC). fly dgd2ns: paddle fans or lamps, soeondary wiring or piping, venting, of power comwy charges and fees. All work in warranted fa a period of ONE year from fuhal electrical inspection according to our standard warranty tomo. Motion d. Pholocca sensors are not warranted. Clerlllcatlon: This proposal is based on the description of Ibc work listed and the agaebed wiring schedule. If additional work is required, d shall be e.1 the standard time and material roto or as noted an extra & option price list, Escalation Clause: Duo to the instability of copper and steel market, the proposal and alternate pricing may require adjustment before Strada Electric R Security accepts a signed contact or project Duo to unforesom circumstances, drywall or plaster repairs okay occur and Strada Electric R Security is not held liable. Warranty. Strada Electric dr. Security guarantee is for (1) year Gem electrical final inspection against defects in material and workmanship. Failures duo to misuse, vandalism, fire, damage, and/or oahW causes are not covered by Competitive price listed is good for (3) months and includes NBC II code changes. Strode Electrical reserves the right to mAne executed contracts if nol signed within the 90 day tens. Made Electrical finds the in ability to perform at expected levels based on Strada Eloctrical prodoction schedule or builder requirnnmb, guarantee guarantee is not valid. rum• Subjeel to draw schedule below mrd no retabugo unless otherwise noted Strada Dedrlc A Security ogee to perform The dmftW work Inrardbit May tax for IM rum aft ROX4N ROUGH SECONDARY 711Lw FINAL STS8.75 SI:I0.7S S']l D SIAJS.OD S51%50 1 5. Total wtlh tr aead y SOX•Ur lad an eobullW pem wbsw%M adw9d bore SID beha bed eeterdkK bvke sAedaa M aer0rmer rertrn esd e0prord Otpxe wbengmeA ROMW Ate ops rep badallea INW'rmu.hhm deeekesaev ero cowls areasba s oliMOW veraln0ersp errfeel ofllntrrtrq 1WAL• ds hposteeglulm ro Ood mrpedba calm STRADA SANS RF.PRFRLNTATIYP. SIGNATURE DATE fWhre WaOeUm llpdterlter Wen01d thrlyd Race* Price: IO2,e10331be UP to 1C 70 $750 55bns3069 wow a5 S 05.00 501,e10100% U0IO2r 35 3115.00 Rulsdn tkkw Artuvx%n okbwggi,bskoOb e d mkka AS tYgsAren r»0@d el Um eed m1otaL q f,.A tit -Ira P?Awdr- AUT RIZLD5 HER c / 810 VRE W DATL CITY OF SANFORD BUILDING 8 -FIRE PREVENTION PERMIT APPLICATION Application No: " Documented Construction Value: $ L i . Job Address: _..1.12 l 0 V - ' Historic District: Yes No Parcel ID: ResidentiaQ Commercial Ul Type of Work: Newisn Addition Alteration Repair Demo Change of Use Move Description of Work:q-.Q'> ;1•,r- W r Plan Review Contact, Person: ,D 1- .-1 1((p16, Title: Phone: `k-1-645-3Ood Fax:,p' S53-385.3 Email: kVGC` Lffy-, (prv\ j Property Owner Information Name 1 Y %Y\ Phone: qn — Oa -2 Y Street:_ -% _ _ _ _ l_ _ Resident of property? : e City, State Zip:\,J,(,/Ir(1 ConiAi' Information Name l- Phone: `-t(7 Street: TSC -0 Fax: qO7A - 3 53 City, State Zip:ear\ State License No.: `ACRE DcA1O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I 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 fmanagementdistricts, 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 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, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is ac g. work will be done -in compliance with all applicable laws regulating construction and zo 11'1117 Signature of Owner/Agent Date Si re of Contractor/Agent Print Owner/Agent's Name t Contractor/A ent's Name a Signature.of Notary -State of Florida Date Signature of No ry-State of Florida Date 7 CHERYL D AKERS MYEXPIA EIS JuOne 05, 2020962 Owner/Agent is Personally Known to Me or Contractor/Agent'is - Ae:fPersonall'y Known to)Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing 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 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: lune 30, 2015 Permit Application r STATEWIDE 1-888-831-2665 Katrina Southward 7311 Lake Drive Sanford, FL 32771 Job Name: Southward Res DEL -AIR State Certification CAC032448 HEATING • AIB CONDITIONN6 Phone: 407-733-6396 Date: 5/27/2017 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Lot specific for permitting. R-30 - Attic R-4.1 - Concrete Block R-11 - Frame Wood, Adjacent Windows - Low E Double Pane, U -Value = 0.48 SHGC = 0.42 Water Heater - 40 Gallon .92 Eff. PLAN NAME TONNAGE SEER HSPF BATH FAN/LIGHT TOTAL CONTRACT PRICE Southward Res 2.5 16.00 9.00 1/1 4,439.00 NOTE: PRICING IS BASED ON NEW CODE & IS VALID FOR 6 MONTHS. TRANE 16 REQUIRED TO QUALIFY AND A 3RD PARTY DUCT TEST*** Equipment to be TRANE 16 SEER HEAT PUMP (4TWR6lTEM6) with filter rack Pricing includes bath duct with (1) standard fan & 1 fan/light combo, (1) dryer vent box, (1) dryer venting through roof, (1) programmable thermostat (TH6320U1000DAG), 5 kw heat strip. Optional thermostat with humidity control (TH8321WF1001) ADD $225 For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Ducting to be fiberglass flex system. Supply air outlets to be stamped grilles. Del -Air to provide supplies and returns per the HVAC duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by Del -Air. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Platform by Builder. Customer Initials m S I .x'1'1. CFIYI'. LIC p ('.1C012J IN 511 COPISCO "AN Sn 1111/rd. PI 3'--771 4411) 133 -Cool. u% o.drlairxom STATEWIDE 1-888-831-2665 Job Name: Southward Res n DEL -AIR State Certification CAC032448 HEATING • AIR OONDITIONNIG Warranty: Includes one year labor service by'Del-Air. Parts and components warranty per manufacturer's limited warranty. Payment Schedule: 50% of total due on rough -in, remaining balance due on equipment set and trim out Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. THIS PROPOSAL is made by Del -Air. to the party named herein only and is void if not accepted within days of the date hereof and, is further void, if after accepted, the party to which this proposal is made fails to pay any consideration in money or monies worth for the work proposed herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning and heating work set forth herein or any other air conditioning or heating work without the express written consent of an authorized representative of Del -Air. In the event Del -Air shall sustain any damages including attorney's fees for the unauthorized use of this Proposal, HVAC Load Analysis or the drawing contained herein, the party named herein agrees to pay any and all such damages and attorney's fees to Del -Air. Installation carries a two year labor warranty against defects in workmanship and materials, plus parts & components warranty per manufacturer's limited warranty. Warranty begins on date of equipment start up. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Our workers are fully covered by workman's compensation insurance. Joseph LaPollo DEL -AIR REPRESENTATIVE SIGNATURE m c tir•r1 (•FIr1.1Ic•c u•o?_.Ix i?I ( 01)I CO Sonrtord.1 I !2-7I Jn-) } I t-1 w n AUTHORIZED SIGNER (PRINT NAME) SIGNATURE DATE Customer Initials EIifE DEC 19 2017 BY• REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: I-oCc4 ' Fec1',3Ej0= Project Address: 610 Wtu,:>>T iy, tjA&fy Z Z7.7/ Building Permit M 7 _ g 7 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2, The facility will not be occupied until a certificate of occupancy has been issued. 3. if the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthennore, we understand and agree that should the jivisdiction exercise such right, the ' jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmiless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weathertight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors.- the oors; the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than. those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only, 9. Check with the local jurisdiction for fees associated with tugs. at4vt n & TO u -I-/1 Wet ose-l-, &kc dg, Print ame of O er/Tenant Pri Name of Gey C nt clot Print a of El tor nature of Owner/Tenant Signature of Gen. Contractor S)(nature of El. Contractor C&C, C) b v l to f c, i i oo Y? Gen. Contractor License N El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy Florida Power and Light on _/ / Rev. 02110115)