The URL can be used to link to this page

1814 Redding Pl 14-1744; RRE-ROOF AND INTERIOR REMODELLBY. UNJ 14_ CITY OF SANFORD46fiaa' f BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l Lf — 1 -] 4 -T Documented Construction Value: $ %gi &iva Job Address: %/ rr%L nI P/ . r5rd /. P'I',/ Parcel ID: -D_l 006 - 005'o Description of Work: Plan Review Contact Person: f_/74tA4 Phone:63a Fax: Historic District: Yes No,K Zoning: Title: lu'} fi-t t f&I E-mail: A1AL0,MWc6(dUaJ00. Gc!-I Property Owner Information Name 1A M6ffe- 7hDMDeS_1J Street: City, State Zip: Phone: & D 7 ) 7n;-6 ' 6'59j Resident of property? : Contractor Information Name / m 9?C Street: 33 1-ake r.. DCity, State Zip: Pe,C)G"_ rl Z97L Phone: t -.5r316 Fax: State License No.: ckc A&M33 9 Architect/ Engineer Information Name: _ 9 a-y-lj M 1 1 s&) *. E' W Cmo Phone:/ d % % ' l`G &97 Street: ' 6164 l kul hea ikdll Aut Fax: D - - CAN, City, St, Zip: "41411e pi'_ f30a7/G/ E-mail: Bonding Company: Address: Building Permit O Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: C_ - - VATiOsj 7-3,( Electrical D New Service - No. of AMPS: Plumbing O Z gop SEf XiigCHet New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issu& ce 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EWPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the nPTm;t 7C rAL-OCAA Signature of Notary -State of Florida Kr"rry•fi,, NICHOLA EARLE NICHOLA EARLE aACommission # EE 107745 = Commission # EE 107745 a Expires September 10 2015 , Expires September 10, 2015 i,;pr BondedTMu?myF n6woamc t9P AS7019 W"RwTiy'FaUb wenc WMW7019 Owner/Agent is Personally Known to Me or Contractor Agent is Personally Kn o n to Me or Produced ID _ Type of ID LA'S - [ 77 Lfgjyroduced ID Type of ID L or IV./Ivy APPROVALS: ZONING: A 6-J& 14 UTILITIES: _ ENGINEERING: wtj?a_* FIRE: COMMENTS: UK to /»od: al4wroor^ Rev 11.08 A a se parv-40- 5-C 2vGToa E. WASTE WATER: BUILDING: lr2rIZ• C 400h kz A-k 81 -61 4%z SUA ancL adds JU.b - ea t Av XS s-d fi a( USA -of Ae Szcas o f is 10 tFL00t> FL Ok tAJ - SE E •Ai ; A 04 C`A City of Sanford , Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: C4-AAVU c Q\C Ak.D Firm: Address: City: State: IF-: L Zip Code; ":;2-7 13 Phone: 3Zt - Z(oZ-5304 Fax: Email: Property Address: QE--bplQ6n PLALt ' Property Owner: V, t co eLLE7 (I- CWAFSC, Parcel identification Number: Z& ^ (g -O - 504 — 00C - C656 Phone Number: QD-1 --75(o Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Xh Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone: QE Base Flood Elevation: Z5, O Datum: NAV 0 55 FIRM Panel Number: 1'7o Zol4 O0'10 IF- Map Date: The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway Pq A portion of the parcel is in the: M 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: BF 4 14 —1-7 4 A cc c55oa -re 0 C,7 ul2 L I Reviewed by: Date: - q3 — 2014 T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc City of Sanford 120294 565000 FT P SCALE 1" = 1000' JOINS PANEL 0060 19\11. 500 1,000 1,e00 2,000 FEET 0 x wST T as ZONE X- " B B----- AK0186 X c C 11 Z w 2ND'STr : ' c AK0187 p , Y w 2ND ST 11 PANEL 0070F 13 LU — w r G 3 F o> a — D FIRM m I 1 W 4TH ST w 0 W STH n- s70 Q Q ACS Goals /1 '6 FLOOD INSURANCE RATE MAP SEMINOLE COUNTY, FLORIDARAILROAD2219 Q ¢0 15 ) ` w 7TH ST AND INCORPORATED AREAS 11 I = W 8TH S,, PROFILE BASE LINE 24 •- 1g ZONE X G PANEL 70 OF 330 r ( SEE MAP INDEX FOR FIRM PANEL LAYOUT) or m22, W 9TH ST CONTAINS' PROFILE§ASE LINE LIMIT OF STUDY/ COMMUNITY NUMBER PANEL SUFFIX W 10TH ST L4KE MARY CITY OF 120416 0070 F d Railroad 22 _'Cit)1 Ditch (Wc'c7 Bruitc/t) LU 25 SANFORD CITY OF 120294 0070 F ndone r RD J> ,'I SEMINOLE COUNTY 20289 0070 F Aba MCCRpCKEN ZONE AE t. 23 " o W 11TH O ST Crooms Technology High LIMIT OF DETAILED STUDY LIMIT OF DETAILED STUDYZONE X =r '' W 12TW ST ACADEMY AVE W 13TH ST it r W v •- - • Nonce to User The Map Number shown below should be used 25 W 13TH PL •. \ i snoen uldabe uaea oonn msura commu ncy Nummbor s hovmsabove OB THOMAS < Z)r W 14TH 39 ST rommun4r CIR - . rE1M PART MAP NUMBER X W 15TH" 3T't rt:. 5 o 12117CO07OF hnology Academy Q J _ A w( n 3 , to *4 w 16TH ST - ttr' coZO a o t R+ND SECJ MAP REVISED SEPTEMBER 28 inulCOMMERCELU a ' Q Z WU W I 2007 0. 0 o Q v w W 17TH ST w > Federal Emergency Management Agency W wa. t o a W 18TH ST a a c W _ _ ` - - _ W Ths is an oficial copy of a portion of the above referenced flood map. It Goldsboro , t: Y was extracted using F-MIT On -Line This map does not reflect changes QXQ~ Q Elementary w g or amendments which may have been made subsequent to the date on the W W r.}i """''••" 1111......... 1 -_ - 4 ItitIeNock. For the latest product IMormatlon about Nat,onal Fiood Inaura— Contractor Agreement This Agreement is made between of business at 1 V's and/.AARIJAIAP" Owner"), with a principal place JCL Contractor"), with a principal place of business at 1. Services to Be Performed Contractor shall furnish all labor and materials to construct and complete the project shown on the contract documents contained or specified in Exhibit A, which is attached to and made part of this Agreement. 2. Payment A. Owner shall pay Contractor for all labor and materials the sum of $ I _ lP9D B. Owner shall pay Contractor $ Zv for labor. Materials shall be paid for by Owner upon delivery to the worksite or as follows: 3. Terms of Payment A. Upon completing Contractor's services under this Agreement, Contractor shall submit an invoice. Owner shall pay Contractor within c5rP days from the date of Contractor's invoice. B. Contractor shall be paid $ Sl%a upon signing this Agreement and the remaining amount due when Contractor completes the services and submits an invoice. Owner shall pay Contractor within days from the date of Contractor's invoice. C. Contractor shall be paid according to the Schedule of Payments set forth in Exhibit , attached to and made part of this agreement. 4. Late Fees If Client is late paying Contractor, Contractor's damages will be difficult to measure. As a reasonable estimate of the damages Contractor will sustain, and as liquidated damages and not as a penalty, Client agrees to pay Contractor an additional % per month interest charge on the amount owed. 5. Time of Completion The work to be performed under this Agreement shall commence on and be substantially completed on or before E&a /A/ 6. its and Approvals 7. Owner shall be responsible for determining which state and local permits are necessary for performing the specified work and for obtaining and paying for the permits. B. Contractor shall be responsible for determining which state and local permits are necessary for performing the specified work and for obtaining and paying for the permits. LF155 Contractor Agreement 1.09 Pg.l polo rr-w-1 www.nolo.com 7. Warranty Contractor warrants that all work shall be completed in a good workmanlike manner and in compliance with all build- ing codes and other applicable laws. , 8. Site Maintenance Contractor agrees to be bound by the following conditions when performing the specified work: Contractor shall remove all debris and leave the premises in broom -clean condition. Contractor shall perform the specified work during the following hours: Qd- IRM Contractor agrees that disruptively loud activities shall be performed only at the following times: At the end of each day's work, Contractor's equipment shall be stored in the following location: 9. Subcontractors Contractor may at its discretion engage subcontractors to perform services under this Agreement, but Contractor shall remain responsible for proper completion of this Agreement. 10. Independent Contractor Status Contractor is an independent contractor, not Owner's employee. Contractor's employees or subcontractors are not Owner's employees. Contractor and Owner agree to the following rights consistent with an independent contractor V relat'onship: Contractor has the right to perform services for others during the term of this Agreement. Contractor has the sole right to control and direct the means, manner, and method by which the services required by this Agreement will be performed. Contractor or Contractor's employees or subcontractors shall perform the services required by this Agreement; Owner shall not hire, supervise, or pay any assistants to help Contractor. Owner shall not require Contractor or Contractor's employees or subcontractors to devote full time to performing the services required by this Agreement. Neither Contractor nor Contractor's employees or subcontractors are eligible to participate in any employee pension, health, vacation pay, sick pay, or other fringe benefit plan of Owner. 11. Local, State, and Federal Taxes Contractor shall pay all income taxes and FICA (Social Security and Medicare taxes) incurred while performing ser- vices under this Agreement. Owner will not: withhold FICA from Contractor's payments or make FICA payments on Contractor's'behalf make state or federal unemployment compensation contributions on Contractor's behalf, or withhold state or federal income tax from Contractor's payments. The charges included here do not include taxes. If Contractor is required to pay any federal, state, or local sales, use, property, or value added taxes based on the services provided under this Agreement, the taxes shall be billed separate- ly to Owner. Owner shall be responsible for paying any interest or penalties incurred due to late payment or nonpay- ment of any taxes by Owner. 12.Insurance Contractor agrees to obtain adequate business liability insurance for injuries to its employees and others incurring loss or injury as a result of the acts of Contractor or its employees or subcontractors. 13. minating the Agreement ED'A. With reasonable cause, either Owner or Contractor may terminate this Agreement effective immediately by giving written notice of cause for termination. Reasonable cause includes: a material violation of this Agreement, or nonpayment of Contractor's compensation after 20 days' written demand for payment. Contractor shall be entitled to full payment for services performed prior to the effective date of termination. B. Either Owner or Contractor may terminate this Agreement at any time by giving . days' written notice of termination. Contractor shall be entitled to full payment for services performed prior to the date of termination. 14. Exclusive Agreement This writing (including any exhibits) is the entire Agreement between Contractor and Owner. The exhibits attached to this Agreement are 5. Modifying the Agreement Owner and Contractor recognize that: Contractor's original cost and time estimates may be too low due to unforeseen events or to factors unknown to Contractor when this Agreement was made Owner may desire a midproject change in Contractor's services that would add time and cost to the project and possibly inconvenience Contractor, or other provisions of this Agreement may be difficult to cant' out due to unforeseen circumstances. If any intended changes or any other events beyond the parties' control require adjustments'l to this Agreement, the parties shall make a good faith effort to agree on all necessary particulars. Such agreements shall be put in writing, signed by the parties, and added to this Agreement. 16. Resolving Disputes 514%If a dispute arises under this Agreement, any party may take the matter to court. If any court action is necessary to enforce this Agreement, the prevailing party shall be entitled to reasonable attorney fees, costs, and expenses in addition to any other relief to which the party may be entitled. B. If a dispute arises under this Agreement, the parties agree to first try to resolve the dispute with the help of a mutually agreed -upon mediator in . Any costs and fees other than attorney fees associated with the mediation shall be shared equally by the parties. If the dispute is not resolved within 30 days after it is referred to the mediator, any party may take the matter to court. If any court action is necessary to enforce this Agreement, the prevailing party shall be entitled to reasonable attorney fees, costs, and expenses in addition to any other relief to which the party may be entitled. C. If a dispute arises under this Agreement, the parties agree to first try to resolve the dispute with the help of a mutually agreed -upon mediator in . Any costs and fees other than attorney fees associated with the mediation shall be shared equally by the parties. If it proves impossible to arrive at a mutually satisfactory solution through mediation, the parties agree to submit the dispute to a mutually agreed- LF155 Contractor Agreement "9 Pg.2 polo C= www.nolo.com upon arbitrator in . Judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction to do so. Costs of arbitration, including attorney fees, will be al- located by the arbitrator. 17. Notices All notices and other communications in connection with this Agreement shall be in writing and shall be considered given as follows: when delivered personally to the recipient's address as stated on this Agreement three days after being deposited in the United States mail, with postage prepaid to the recipient's address as stated on this Agreement, or when sent by fax or electronic mail, such notice is effective upon receipt provided that a duplicate copy of the notice is promptly given by first class mail, or the recipient delivers a written confirmation of receipt. 18. No Partnership This Agreement does not create a partnership relationship. Neither party has authority to enter into contracts on the other's behalf. 19. Applicable Law This Agreement will be governed by the laws of the state of Signatures J Sign lure of Owner Date l Ie- d owrie-y- Printed Name of Owner Title 1411TIA Sig a of ractor Printe ame of Contra for Taxpayer ID Number: 4 Date Talllnq,-OIVI e THIS IN T UM MT. D BY: Name:m 5 MARYANNE MORSEL SEMINOLE COUNTYC-f Address:t- r- CLERK' OF CIRCUIT COURT & COP1 TROLLER BK f08279 Pg 07981 (Ipgl NOTICE OF COMMENCEMENT LEERED 0 # i 2014 0E+a•4; RECORDED @6/ 1b/t014 lt1:54:45 rlirl State of Florida RECORDING FEES 10.00 County of Seminole RECORDED BY H /D e[Voor eat Permit Number:1 " j / Parcel ID Number. a4 J o -5V , _uow 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. 1DESCRIPTIONOFPROPERTY: ( al description of the property and street address if available) Lea /com a Min.; .; P13 g- PG 1 GENERAL DESCRIPTION OF IMPROVEMENT: 1 Fee Simple Title Holder Of other than owner) Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. Of To receive a copy of the Lienor's Notice as Provided in 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 pena tie of perjury. I declare that I have read the foregoing and that the facts stated in it are true to t best, f y knowledge and belief. t O ef3 Signature Ownef3 Printed N e Florida Statute 713. 3(1)(g):'The owner must sign the notice of commencement and no one else maybe permitted to sign In his or her stead' State of SiffMt,no tir—county +'L The foregoing Instrument was acknowledged before me this day of .20 14 m t r c r I d l I 1 "ab ( ' personally f UUF/ y M nWho Is ersonall known to me C Name of person making sisterp6ni VK w o has produced identifi type of Identification produced: L DCOPY- MARYAN MORSE of"^ E y CL'E K•OFTHE IRCU C TAND i ,''y' y j,^I i 7' co EMINOLE pq Nrrr`` CCUN1 Nate, gnsture BY DEPVNCLMN 16 2 14 -•% _..ry ;r: THIS ENERGY CALC PREPARED BY MA(ifilt biMJ Ktafvt I K111 tK CONTACT MAGGIE ENERGYCALCS.NET 386-775-0908 Axrek-LA V E FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING COS fffUtW N Florida Department of Business and Professional Regulation - Residential Perf od Project Name: DAVID SWEET THOMPSON RECORD COPY Builder Name: p 1 CKAW, oRDPermitOffice: 5A4. Street 1814 REDDING PL Permit Number: # 14 1 7 4 4City. State, Zip: SANFORD , FL, 32771- Owner: MICHELLE THOMPSON Jurisdiction: &'R1Scia Design Location: FL, Sanford 1. New construction or existing New (From Plans) i 9. Wall Types (710.7 sqft.) Insulation Area a. Concrete Block - Int Insul. Exterior R=5.0 710.67 R' 2. Single family or multiple family Single-family b. N/A R= R' 3. Number of units, if multiple family 1 c. N/A R= ft° 4. Number of Bedrooms 1 d. N/A 10. Ceiling Types (486.0 sqft.) R= ftT Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 486.00 ft' 6. Conditioned floor area above grade (ft) 486 b. N/A R= ftz R= R' c. N/A Conditioned floor area below grade (W) 0 11. Ducts R R° 7. Windows(33.0 sqft.) Description Area a. V-Factor: Dbl, U=0.40 33.00 ft' SHGC: SHGC=0.30 2R 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 12.0 SEER:14.00 SHGC- c. U-Factor: N/A ftz SHGC: 13. Heating systems kStu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 12.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 1.333 R. 14. Hot water systems Area Weighted Average SHGC: 0.300 a. Electric Cap' 40 gallons 8. Floor Types (486.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge'Insulation R=0.0 486.00 ft' b. Conservation features b. NIA R= ft° None c. N/A R= ft' 15. Credits Pstal Total Proposed Modified Loads: 12.76 PASSGlass/Floor Area: 0.068 Total Standard Reference Loads: 18.95 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Review of the plans and specifications covered by this Calculation indicates compliance O 14E S74 Code. PREPARED BY: ...:Y%_ _+. __... __. ___.__ Y: with the Florida Energy Code. Before construction is completed;;:;, t DATE: ._ Y ._ 2. •J. _ Y._.......__ .. .._ _. _._.r.. _ this building will be inspected for compliance with Section 553.908 t c. I hereby certify that this building, as designed, is in compliance Statutes. Florida '! CDbwiththeFloridaEnergyCode. tNE OWNERiAGENT:._ BUILDING OFFICIAL DATE: _ _ . ___ _. , _ - - -. _ _ ..._ _... _..__ __...___ _ DATE: _...._.tZ:3:_I!{_ Compliance Compliance requires completion of a Florida Air Barrier and insulation inspection Checklist 11/24/2014 8:21 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: DAVID SWEET THOMPSON Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 486 Lot # Owner: MICHELLE THOMPSON Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle* 0 Street: 1814 REDOING PL Permit Office: Cross Ventilation: County: Seminole Jurisdiction. Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, 32771- New/Existing: New (From Plans) Comment: CODE COMPLIANCE 405-2010 CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture _ RangeZone - _ FL, Sanford ` FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 486 3888 SPACES Number Name `- -- Area _ Volume KitchenOccupants Bedrooms-`Infil ID - Finished_-- Cooled --^Heated 1 Main 486 3888 Yes 2 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter_ - R-Value ,-_ Area _ Tile Wood Carpet _ 1 Slab -On -Grade Edge Insulatio Main 89 ft 0 486 ft= 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V 9 Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 512 ft' 80 ft' Medium 0.75 No 0.9 No 0 18.4 ATTIC in) Area RBS IRCC V # Type Ventilation Vent Ratio (1 486 1 ., _.-- FUII attic VVented '- -- 300 ft' N N CEILING Ceiling Type M - - - Space _ R-Value ` _Area ` _ Framing_Frac Truss Type 1 Under Attic (Vented) Main 30 486 ft= 0.11 Wood 11/ 24/2014 8:21 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To.-_-__WalI.T.ype.___..._.._.._In__-_-Area._--R:Value...-F.raction--Absor..-Grade%. V_.#_..Ornt_ ...__._._.__R:.Value_-:.Ft-.In..!_.Ft 19 5 8 155.3 ft' 0.5 0 0.5 0 1 E Exterior Concrete Block - Int Insul Main 5 2 N Exterior Concrete Block - Int Insul Main 5 25 8 200.0 ftz 0.5 0 0.5 0 3 W Exterior Concrete Block - Int Insul Main 5 19 5 8 155.3 ft' 0.5 0 0.5 0 4 S Exterior Concrete Block - Int Insul Main 5 25 8 200.0 (P 0.5 0 0.5 0 DOORS V # Ornt Door Type Space Storms U-Value--FtWidth In FtFHeightln - - Area _ S ~- Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered. Proposed orientation Wall Overhang Int Shade--. Screening,- V # Ornt ID Frame Panes NFRC U-Factor SHGC Area _Depth Separation r- - - -___ - --- -- - _ 1 E -I-' Vinyl Low-E Double Yes 0A o.3 9.0 ft' 0 ft 16 in 0 ft6 in HERS 2006 None 2 N 2 Vinyl Low-E Double Yes 0.4 0.3 15.0 ft2 0 ft 1E in 0 ft 6 in HERS 2006 None 3 W 3 Vinyl Low-E Double Yes 0.4 0.3 9.0 ft' 0 ft 16 in 0 ft 6 in HERS 2006 None INFILTRATION Scope Method St.A CFM 50 ELA - EgLA ACH ACH 50 1 Wholehouse Best Guess ~- - .0003 5.9018 382.4 21 39.48 .219 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8 12 kBtu/hr 1 Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 12 kBtu/hr 360 cfm 0.76 1 Ductless HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation i Electric None Main 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Rz Volume FEF None None _ __.-.----.__......_•---- 11/ 24/2014 8:21 AM EnergyGaugar9 USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [[[[[[ ]]Jan Heating [X] Jan jj Feb X] Feb j] Mar X] Mar 1 Apr 1 Apr E j May May X] Jun Jun X]JI 4 ] Jul Xj Au i ] Aug ri Se (j SepOctNov Sep Oct Oct Nov Nov Dec X] Dec Dec VJan J Feb X)l Mar[XJ Apr (J May Jun j Jul J Au X] XX_] I Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 110 111._ 12 Cooling ( WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEI-I) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) PM 68 68 68 68 68 68 68 68 68 68 66 68 66 MECHANICAL VENTILATION Type _ W Supply CFM_ r0 Exhaust CFM V Fan Watts _ HRV_ Heating System y y Run Time _Cooling System None 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 11/ 24/2014 8:21 AM EnergyGaugee USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 RECORD COPY ITW Building Components Group, Inc. 2400 Lake Orange Drive suite I50 Orlando FL 32837 •' • • fx 6FloridaEngineeringCertificateol'Authoriration Number: 0 278 !.. C• Florida Certificate of Product Approval N 17L 1999 • LV 7••• Page I of 1 Document IDAV6T408;Z1402065917 • s No.22839 '; Truss Fabricator: Accu-Span Truss Company >4 Job Identification: 7488-/Detached Storage -Nichol le Thompson - 1.214 Redding lac 15 , T 001 ( 7l88-, Truss Count: 2 ; •• I Model Code: Florida Building Code 2010 0 • O R,Q ••• Truss Criteria: FBC2010Res/TPI-2007(STD) s ••...,...••• Engineering Soft -ware: Alpine Software,Version 13.01. S oivAL Structural Engineer of Record: The i dent i ty of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF ® 1.25 Duration F I oor - N/A 06/02/2014 Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the waherP.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must watch the date shown 1950 Marley Drive on the individual truss component drawing. Haines City. FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 1401SEC1-GBLLETIN- Ref Description Drawin # Date 1 71091--A2 14153006 06/02/14 2 71092--A1 14153007 06/02/14 14-1744 O D c SANF 1 RD O PAR, RP'CP'.jV-gr) OCT 292014 BY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONSI SURMITTFn Rv TRIKIZ MFR 40u-/Uetached btorage -Michelle Ihompson -- 1814 Redding Place SANFORD, FL 3 - A2) Top chord 2x4 SP_#2_Dense_13B 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, LocatedBotchord2x4SP_#2_Dense_13B anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BCWebs2x4SP_#3_13B DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1311" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. 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. 4X6= 2X4 (A1) = 5X6= 2X4(A1) Q-4-g1 Q-4-Q 1_ 9-9-0 I 9-9-0irzI 19-6-0 Over Continuous Support R=83 PLF 1.11=11 PLF W=19-6-0 RL=4/-4 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP ALPINE l Building Components LOUP. Orlmido FL,32837 FL COA k0 278 0-0 FT/RT=20%(O%)/10(0) 13.01.1E QTY:2 FL/-/6/-/-/R/- Scale=.3125"/Ft. WARNING** READ AND FOLLOM ALL NOTES ON THIS SHEETI IMPORTANT"FURNISH THIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. f. Trusses rp,..ra ears .. .n .r.....,q n.mllnR, m.pp...p, .muu.,p •m .r....9. *.for to fo11w tM 1. 1, .oll.on It BCSI (Ru.IY.,.R C.p.IMI.t Sor•ty Inror•.t.on, by TPI . IrCA) for oor•ty P .GEN ti• /yA_ 8F~k"Y TIC LL TC DL 20.0 PSF 7. 0 PSF REF R408- - 71091 DATE 06/02/14 pr.et,t.A pr.or to p•rror.,n. LIME. r..nGt.On.. IIML•11•r. —.1 pr—.- [•opor.ry .r.t.,.R por eCS.. um sA I — ocn.r.....: top tetra sn.c, n.,,• prpp.rq .ua. ur.cwr.l ..M•tn.lp .n„.otta. e.Mre NII Nv properly Lt.e.ra r.R.. .1. 9 L.tal f.r p.,Y,Mnt ..to r•1 rest-., ., or ... 11 n•.• .r.t.nO .n loo p.r RCSI •eta. 63, RT or 610. As .pp1 .t61,11 4,• IT. 11u.IdIne Ctolp nt• Group Int. (ITMRCG) . 11 MIL a r•,ppn,..I. ror ••n aw.a..n fro. tn.... y. fb 11.r. to • . t trus. .n eon /orYllt..1tn ANSI/TPI 1, or for NIM 11 An. ns Dr.t.IIR of tr..., Apply p..t.s to ..CD rot. of tru .m pm.t,on .• .1.o.n .el,..,e tn. Jo.nt D.u.1,, um •as mt•n •tn.,..A. R.r.r to nro..ngs /e0A4 for ,c•M•r. p1.0 Pm L1.IM. A —1 on t.. Ing .r tov.r peps 1..t`I.R -1..rA..n.. .np.ucaA .et.pc.ne. o proof.....,M. .ne,rM•rl paM...I.ty _'..y r.r n...A.D,.....1 Tn..•.a...I Ity .M ., f tn.s MS.R,. .n'y'D• r.at„r... am r.Ap.1Mm, y oft e....p.np Dos.9—r per ANSI/TPI / S.t.2 For .nrer.a ion •••. `Tna Jee'. R.n.r.. M ' pep., In.Ra. •....t Q t" TPI:... tp.n,t 9. eru ..'. s.t„a .try.to.. ICC: ... vr.. 9 No. 2iai9 it OF f QR10 i%pNAI BC DL BC LL TOT . LD . 10. 0 PSF 0. 0 PSF 37.0 PSF DRW HCUSR408 14153006 HC - ENG KD/WPF SEQN - 670411 DUR . FAC . 1.2 5 FROM s I c SPACING 24.0" JREF- 1 V6T408 Z14 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS YFR kiquu-/uetacneo zItorage-mlcnelle Inompson -- 1014 Keaaing Vlace JAIYFUKU, FL 4 - AT) Top chord 2x4 SP_N2_Dense_13B 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_p2_Dense_13B anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 SP_p3_13B DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1311" use design values approved Wind loads and reactions based on MWFRS with additional C&C member 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6= Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 8-0-0 3X4 (A1) = - r 3X4 (A1) Q-4_( l Q-4_( l 1_ 9-9-0 J— 9-9-0 I Ile 19-6-0 Over 2 Supports R=808 U=104 W=7.625" R=808 U=104 W=7.625" RL=73/-73 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=2096 096 /10 0 13.01.0 WARNING** REM AND iDLLDY ALL NOTES ON THIS SIIEETI IMPORTANT"FURMISN THIS DESIGN TO ALL CONTRACTORS INCLUDING C y QTY:12 FL/-/6/-/-/R/- TC LL 20.0 PSFINSTALLERS. Trufa•f r•p,rr• •+Nees ur• m feDr, pa, p, Noel „Ip. ,M pp rrrp, m,Ull„p .ne Dr•<rrp. R.I., to . r•~• 8•••,,yrourotrol•c•,a --on of pCsl e..na (M„lm np Ce•yLray Inrorra,en. by TPI .ne null l far •ray f c TC DL 7.0 PSF pr•Ct•<•> pr,Or t0 p•rfer•rnp [rose fun<c,eM Insa•11•r, ,roll pror ,Qe L•.per•ry Dr•e.rrp par 8C51. Unlaro[ Otroro••, fs P <rore !roll ha.. proD•rly .at.en.e .rrp .ne roue. <rore ar le,t..ra .n•.an ror•b No.22838 BC DL 10.0 PSF roll Properly •al•<rlee r,pre Ca l,rrp. Lo<•l,eM,row. for p•r•,rona 1•c•r•1 rest r•rnl of mul l ror• Drse,np .roul lee per eL51 ,•et,on, p, p) or 810. •, •ppl,u•l• j ALPINEIT. 5.,larl9 Gpaper,.nt, Group Iro. (ItYlCG) .roll not a r.,pen,.a• for any e.r,aren fro, an„ BC LL 0.0 PSF any r.a• r• to m,ra cro tr•>, .n <onr•r..ro• ..tn AM51/TPI T, or for rorol,p• +n.pprnp, ,n ..... a,en Dr,C rrlp 01 trusses. Apply pl•[•, to wen f,e• Of aruss Ind pw,a,m .. >oo.n •Der• Inden l Jo,na 4 TOT. LD 37.0 PSF I Building Componen4 Group nC. Orlando FL. 3_ 837 FL COA p0 278 D•t•,1,, unless role elror.,u R•f•r to Or•.,np! 16DA-I fer ,a,rr0•r0 DI•l• pe,ra,en>. A WI en la w,np Dr eer•r pep• l uunp an„ er».rp, .ro.uui .ee.Pu. • •r Prorass,erol wprn••r„p re+pmverl,ayinlayroran• e•+.pr. slwn. tro•D,l,cr muse or an r, dapn ror •ny > ruelur• „ tro r•,perorerl. cy or lro W,la,p D•,.pror p.r Ax9 rtPl 15•e.2 fer ro mrorruon •«ONl. p.rora no— Pep•. In-ecc . .t.«p.<e., tPl: w..ap.ma.erp, nu ••...De,rY,,try.<e., lu. -- e,.r.. erp ti r 0R1O s'• DUR . FAC . 1 .25 SPACING 24.0" Scale=.3125"/Ft. REF R408-- 71092 DATE 06/02/ 14 DRW HCUSR408 14153007 HC-ENG KD/ WPF SEQN- 670405 FROM sic JREF- 1V6T408_Z14 SUPPORT REPORT JOB DESCRIPTION: 7488 WIND CODE: ASCE 7-10 WIND MPH: 140 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.+N MAX. # UPLFT.-N PROFILE Al 19.500 7.625 WALL 0.000 8.000 808 -104 Al 19.500 7.625 WALL 18.865 8.000 ' 808 -104 A2 19.500 234.000 WALL 0.000 8.000 1619 -215 w j Z O l0 O A is ri N to r A Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 l3rm 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 or, Inn mnh Wind Sneed. IS' Monn Fioinh+ Pnr+inlly 17 r1 od Fvnna.. h Vim+ _ inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J U Q R1 rSPr H P kl / #2 4' 3' 7' 3' 7' 7' e' 7' e' 11' 10' 3' 10, 8' 13, 6' 14' 0' 14' 0' 14' 0' p3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 1' 7' 2' 7' 5' 8' 6' e' 10' 10, 1' 10, 6' 13' 4' 13' 10, 14' 0' 14' 0' Standard 4' I' 6' it, 7' 5' 8' 6' 8' 10, 10, 1' 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' S P IDFL It l 4' 4' 7' 4' 7' 7' 8' e' 9' 0' 10, 3' 10, 8' 13, 7' 14' 0' 14' 0' 14' 0' 02 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10, 3' 10, 8' 13' 6' 14' 0' 14. 0' 14' 0' n3 4' 1' 5' It, 6' 4' 7' 11' 8' 5' 10' I' 10, 6' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 1' 10' 6' 12' 5' 13' 3' 14' 0' 14' 0' Standard 3' 11, 5' 2' 5' 5' 6' 10' 7' 4' 9' 3' 9' it, 10, 9' It' 6' 14' 0' 14' 0' U O.1 U o S P F u PI 1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' e' 8' 1' e' 8' 9' e' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 8. 2' 8' 6' 9' 8' 10' 1' 11' 7' 12. 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 8' 2' 8' 6' 9' e' 10' 1' II' 7' 12' 1' 14' 0' 14. 0' 14' 0' 14' 0' SP rDf L 1 5' 0' 8' 5' e' 8' 9' it, 10' 3' 11, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' I12 4' 11' 8' 4' e' e' 9' 10, 10, 3' it, 8' 12, 2' 14' 0' 14. 0' 14' 0' 14' 0' q3 4' 8' 7' 3' 7' 9' 9' e' 10, 1' it, 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' e' 7' 3 7' 9' 9' e' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 3' 6' 8' 8' 5' e' 11' 11' 4' 12, 1' 13' 2' 14' 0' 14' 0' 14' 0' Q d l X d U O 0i S P P L PI It! / N2 5' 5' 9' 2' 9' 6' 10, 10, It, 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 1' 9' 0' 9' 4' 10, e' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14. 0' Standard 5' I' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' S•P rDr L NI 5' 6' 9' 3' 9' 7' 10, 11' 11' 4' 12, 11' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12, 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' N3 5' 1' 8' 4' e' 11' 10, e' it, 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 1' 8' 4' 8' 11' 10' 8' it, 1' 12' 9' 13' 3' 14' 0' 14' 0'1 14' 0' 14' 0' Standard 5' 1' 7' 3' 7' 9' 1 9' 8' 10' 4' 12' 9' IT 3' 14' 0' 14' 0' 1 14' 0' 14' 0' Truss Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect Diagonal brace for 4500 at each end. Max web total length Is 14'. 2x4 DF-L N2 or better diagonal Vertical length shown brace; single in table above or double cut 1 45' (as shown) at upper end. Connect dl000na at midpoint of vertical web. '` Ut Ut Refer to chart above for max weVARMINGuw READ AND rOLLOV ALL NOTES ON THIS BRAVING IMPORTANT.. rIRNiSH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. it"Ses re4idre ewtreme care n fabrICathg, hondllnB, Shlppbg, InStallYig a. and brachiRefee to and falo. the latest edition of SCSI (Building Component Sarety Infarmat/an, by TPI ano VTCA) for safety practices prior to perfeemang the" functlons. Installers shall provide temporary bracing BCSL 1 P per UM. SS noted otherwise, top chard Shall have Properly attached Structural sheathing and batted chard small have a properly attached ridd ce fro Locations shown ror permanent lateral restraint of welas shall have braNrg Installed per SCSI sections 93, 87 or BIG, as applrable. Apply plates to f Building ConVoneroa Gmup IM. each face of truss and position as shown above and on the Joint IMPURS, umeeaa noted otherwise. Refer to drawwgs I&CA-2 for Standard plat. poaltlonc ITV luadig Components Groip Inc. shall not be resPonsb/e foe any deviation from this draw tg, any falure to build the truss In confornonca with ANSI/7P1 1, or for handling, Shipping. installation s tea' bracs) p of tmLSteS. A Seal on INS drawing or cover page Ilsting this drawling, Indicates acceptance of professional enont#rag responsibility solely for the design shown The Suitability and use of tNs 1/ C. 7= LVSat drawing far any structure Is the "SponsaWlty of the Liking Deslgmer per ANSI/7P1 I Seca. E nh City. 83045 yfor pore Information see this Job's general notes page and these web sltev ITVBCG. wwwJtwbc0tom1 7Pb wwwtPnst.or0i ViCA www.sbcwdustryarai ICE. wwwJccsafebo gable vertical le Is DER P.oF ti CENg•*m! L NO. 22639 TE OF awe OR10.•• S/ limn.• to Bracing Group Species and Gradesi Group A: S ruce-Pine-Fir Hen -Fir NI / N2 Stontlartl N2 Stu N3 Stud N3 Standatl rd Dou los Fir -Larch Southern Pine N3 1 i E2 Stud Stud Standard I Standard Group B: Hen - Fir NI L Btr NI Do u Ras Fir -Larch Southern Pine*** NI NI a2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group 1111 valuesnaybeusedwiththesegrades. Gable Truss Detnil Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psF TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. So. Pine lumber design values based on the ALSC January, 2012 ruling. Attach ' L' braces with IOd (0.128'x3.0' min) nails. I( For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' oc. between zones. I; ) KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' oc. between zones. L' bracing oust be a minimum of 80i of web member length. Gable Vertical Plate Sizes Vertical Length No S flee Less than 4' 0' 1%4 Or 2%3 Greater than 4' 0', but less than It' 6' 2. 5x4 Greater than 11' 6' 3%4 Refer to common truss design for Peak. splice, and heel plates. 11 Refer, to the Budding Designer for conditions not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14015 DATE 2/14/12 DRWG A14015ENC100212 06/ 02/2014 I RBInfo. Hen! Go Tr Gable Detail For Let -in Verticals Truss Plate Sizes 3proprlate ITW gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of opped plates to span the web. 2X4 2X4 2X8 vruv,ar cunnecuuns ror upurt speclried on Tne engineered Truss design. Attach each 'T' reinforcing member with End Driven Nulls- IOd Common (0.148'x 3.',nln) Nails at 4' o.c. plus 4) malls in the top and bottom chords. Toenalled Nails; IOd Connon (0.148'x3',min) Toenails at 4' O.C. plus 4) toenails In the top and bottom Chords. This detail to be used wili, Lhe appropriate iTW gable detail for ASCE wind load. ASCE 7-99 Gable Detail Drawings A13015980109, A12015980109, A11015980109, A10015980109, A13030980109, A12030980109, A11030980109, A10030990109 ASCE 7-02 Gable Detail Drawings A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Gable Detail Drawings A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 ASCE 7-10 Gable Detail Drawings A11515ENC100212, A12015ENC100212, A14015ENC100212, A16015ENC100212, A18015ENC100212, A20015ENC100212, A20015END100212, A20015PED100212, A11530ENC100212. A12030ENC100212, A14030ENC100212, A16030ENC100212, A18030ENC100212, A20030ENC100212, A20030END100212, A2003OPED100212 See appropriate ITW gable detail for maximum unreinforced gable vertical length. T' Reinforcement Attachment Detail T' RelnForcing 'T' Reinforcing Member Member Toe -nab - Or - End -moll To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate ]TV gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match 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 Gable Vertical = 24'o.c. SP N3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30Y = 1.30 1) 2x4 'L' Brace Length = 8. 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8. 7' = 11' 2' T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20 IMPORTANT.. WARMINGI*rTNRNISH iHis ADRAWING TO ALL C13 NTRACTORS INCLUDING INGITIE INSTALLCRS REF LET -IN V E R T iwssea rerluiu-e ertrehe car& ti falrlcattny handling, snlppbuB. Initellbnp and racbg R.far to are Carle. tha latest edition of BCSI (Building Conponantt Safety Infierbtbn, by TPI and WTCA) for surety A P• Fj DATE 2/16/12 practYes prbr to PwferA1AQ these functbnb. Installers shall provide temporary bracYq per BCSI. LMless net otherelse, top chord shall have re••«w.!P. EN8( properly attached stnctrrol sheathing and bottom chord shall have a properly atteched rl(jd cNVg Locations she- for lateral r NC••S DRWG GBLLETIN0212 p--Avnt restraint of Bees shall have bracng Installed BCSI sectbns 63, 87 BID, Applyperorasapplicable pates to Nch face of Truss and PoslLon as sheen above and On the Joint Details, unless noted otherwise. No.22839 Building Components Group Inc Refer to drawvgs 16OA-2 Fr standard plate pOsltlons. ITW Building Conpenents Group Inc shalt net be responsible far any d vietion from this d-ong, any failure To build the truss In COnfrnance with ANSI/TPI 1, or far handling, shipping, Installation L s • MAX. TOT. LD. 60 PSF bracing of trusses. A seal On this dr-Ing ae cover page listeg this drawing. Indicates acceptance S F N y Of DUR. FAC. ANYorprofessionale.ugNe-rep responsibility solely fr the design sha.n The sJtaWisyy and use of th15 drQ-ing fr any structure Is the responslNity of the IhAdvg Designer per ANSI/TPI 1 SeeB. V/ VVV OR,O MAX. SPACING 24.0' Eenn Cdy, M083W5 For more e'fr-Lon see this job's general notes page and these ewe slteo ITWBCfn mJt-bcgeohr TPI- a tpinst.ry WTCA, a sbcYwustryorgr ICo w-Accsofeorg QIn.. L. I A 06/02/20 1 4 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form 4-1744 Permit # Project Location Address Ism R* IDt>%& lC, *?c. 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 REPUBLIC DL 418 STEEL DOOR FL# 15868.1 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung PLY GEM BUILDER SERIES 3753 FL# 14743.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding PLY GEM FL# 15847 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles TAMKO 3-TAB FL# 1956 Underla ments MID STATE 30 lb FELT FL# 15067.3 Roofing Fasteners Nonstructural 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 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 2 RegulationBusiness & Professional fMNO Ltd aCIS Home I Log In I User Registration Not Topics I Submit Surcharge I Stets A Facts I Publications I FBC StaN BCIS Site Map ( Links I Search Busines Professi nal "' UProductIbiApproval4 Regulation Product Approval Menu > Product or Applkalbn Search > Application List > Application Detail FL # FL15868 Application Type New Code Version 2010 Application Status Approved i 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 Republic Doors and Frames 155 Republic Dr. McKenzie, TN 38201 731) 352-1976 stevenh@Republicdoor.com Hugueley Steven stevenh@Republicdoor.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing G 14-1744 Intertek Testing Services NA Inc. - ETL/Warnock Hersey Intertek - ETL/Warnock Hersey Standard Year ANSI A250.13 2003 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL15868 RO Eauiv ASTM E 1996 Equivalency Letter SS.Ddf Method 1 Option A 08/21/2012 O1/15/2013 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 12/3/2014 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval Date Approved 01/22/2013, Summary of Products FL # Model, Number or Name Description 15868.1 Republic DL Series Door and ME DL418 Steel Flush Door Series Frame Limits of Use Certification Agency Certificate Approved for use In HVNZ: No FLIS868 RO C CAC ATM Republic DL4 Single 114.Ddf Approved for use outside HVNZ: Yes FLIS868 RO C CAC Republic DL Series Door and ME Impact Resistant: Yes Series Frames - Windstorm Resistant - ATM.odf Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Please refer to installation instructions, RDF012, and 12/31/2016 evaluation report, PER 2036, for further limitations of use. Installation Instructions FLIS868 RO 11 RDF012 SS 2013-01-11.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports SS.DdfFL15868ROAEPER2036 Created by Independent Third Party: Yes Back Neat Contact Us :, 19a0 North Monroe Street. Tallahassee FI 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.: • Privacy Statement •: accessibility Statement :: Refund Statement Under Florida law, email addresses are public: records. If you do not want your a -mall address released In response to a public: -records request, do not send electronic mall to this entity Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public'. To determine If you are a licensee under Chapter 455, F.S., please click bere . Product Approval Accepts: 1-o Credit Ard http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 12/3/2014 r Florida Building Code Online Page l of 2 IffmRegulationBusiness & Professional rA DpMwr% BCIs Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats A Facts I Publications I FBC Staff'( BCIS Site Map I Links I Search I Busines ProdctProfessiPn'a1®USER: PubbliAUserpproval Regulation Prooutt ADDroval Menu > Pmduct or Aoolicatlon Search > ADDlkation List > Application Detail FL # FL14743-R2 Application Type Revision Code Version 2010 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 Ply Gem Windows Address/ Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6463 dstammen@plygemwindows. com Authorized Signature Travis Arthur tarthurOplygemwindows. com BOR TechnicalRepresentativeSAddress/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows -. 1 7 4 ` Subcategory Single Hung Compliance Method Certification Mark or Listing 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 Summary of Products National Accreditation & Management Institute National Accreditation & Management Institute, Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 06/ 26/2014 06/ 26/2014 06/ 30/2014 Year 2005 http:// www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqueufsxW4GV z... 12/3/2014 Florida Building Code Online Page 2 of 2 FL * Model, Number or Name Description 14743.1 Builder Series 3753 Single Ming Aiuminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14743 R2 C CAC NI006610A-RS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Elipiration Date Impact Resistant: No 07/31/2018 Design Pressure: +35/-47 Installation Instructions Other: FL14743 R2 If PGWO68-R1 SS:Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14743 R2 AE PER2902 SS.Ddf Created by Independent Third Party: Yes Back —t Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State pf Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public: records. If you do not want your e-mail address released In response to a public: -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses arc public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public:. To determine if you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: 0 Credit,_AFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4G Vz... 12/3/2014 PLY GEM WINDOWS BUILDER SERIES 3753 TILT ALUMINUM SINGLE HUNG PRIME WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN K DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. EXCLUDING HVHZ. AAAUI/WCMA/CSA 101/14ZIAI1045 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL: ALUMINUM 6063-T6 7 GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS, SEE SHEET 4 FOR GLAZING DETAILLS, 6. DESIGNATIONS'X'ANO'O'STANOFORTHE FOLLOWING: X: OPERABLE PANEL 0: FUIEO PANEL TABLE OF CONTENTS REVISION SHEET DESOTIPTION L A 6ENERAL NOTES 6 ELEVATIONPSHEET2AINSTALLATIONNOTES & ANCHOR LAYOUT 3 A VERTICAL SECTIONS A HOMONTAL SECTIONS 6 GLAZING DETAIL DLO MAX. HEIGHT 33125' UNIT l MAX. HEIGHT T 72.00' SASH MAX HEIGHT 36.00' UNIT MAX. WIDTH 53.00' D.L.O. MAX. WIDTH 51.30' 0' X7 SASH MAX. WIDTH — 52.25' ELEVATION DESIGN PRESSURE RATING GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING 1 53" x 72" 35/-47 PSF NON -IMPACT Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.05.2819:09:11-04'00' PLyvvGoowm I 413 H A%ADJ ST. PO LOX 559. AOOLV MOUNT, VA 24151 PK 54OA444MI FX. S40-484.6693 m uT Z moo° U. X W J < W GI W T Z<usm OLLUW G 8< & G Md W G mm d a W F- LL F 7 y' mod.'•••. , ..•• T FI z 1 OF 4 INSTALLATION NOTES. 1. ONE (11 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t 0 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT OETAn (LE., WITHOUT CONSIDERATION OF TOLERANCES( TOLERANCES ARE NOTCUMULATFVE FROM ONE INSTALLATION ANCHOR TO THE NEXT A. FOR INSTALLATION THROUGH ZX BUCK USE R8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 0INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S FOR INSTALLATION THROUGH ZX BUCK USE Sd ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER TO BE AT LEAST 0375'. 6 FOR INSTALLATION THROUGH STEEL STUD USE 08 TEK SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT BEYOND STEEL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10.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 BY THE ANCHOR MANUFACTURER. 11 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O SS. B STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS (20 GA.) 2.00' MAX. - CORNERS 12.0 0. 2.00' MAX. FROM CORNERS TYP ANCHOR LAYOUT FIN INSTALLATION ANCHOR Pw GEMIWINDOWS 433 FL MAIN ST.10 BOX 559, ROCKY MOUNT, VA 24151 FM 5404 i3N FX' S4049446l3 H 'A F A IoZ vie n MZ< C W W S 3LuCID Z o w Z IIJiOV MJI N jpIc _ W co L F m O wi 2X WOOD FRAME BY OTHERS SHEATHIN6 BY OTHERS CAULK BETWEEN FIN ASHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK / BY OTHERS l O.A. WINDOW 2' MIN. EMBEDMENT 5d ROOFING NAIL INSTALLATION ANCHOR 1/4' MAX. SHIM SPACE EDGE HEIGHT SEE GLAZING DETAIL INTERIOR EXTERIOR INTERIOR EXTERIOR VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FIN INSTALLATION STEEL STUD { BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN A SHEATHU46 EXTERIOR FINISH BY OTHERS PERIMETER CAULK / 1 BY OTHERS O.A. WINDOW 3 THREADS OF MIN. ENGAGEMENT BEYOND METAL STRUCTURE 8 TEK SCREW INSTALLATION r. i ANCHOR 1/4' MAX. SHIM SPACE HEIGHT SEE GLAZING 1 DETAIL 1 EXTERIOR INTERIOR E VERTICAL SECTION 3 HEAD - STEEL STUD FIN INSTALLATION I I I C VERTICAL SECTION iEXTERIOR I INTERIOR 3 MEETING RAIL } EXTERIOR I I O.A. WINDOW I SEE GLAZING O.A. WINDOW HEIGHT I / \ DETAIL 1 HEIGHT I ...Tueree _ I PERIM" CAULK By OTHERS j "' — SHIM SPACE EXTERIOR 3 4 MIN FINISH EDGE DISTANCE BY OTHERS CAULK BETWEEN 2X WOOD FIN A 2X WOOD By OTHERS BUCK 11/2' CONCRETE/MASONRY 8 WOOD SCREW MIN. BY OTHERS INSTALLATION EMBEDMENT CAULK BETWEEN ANCHOR CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS q VERTICAL SECTION 3 SILL • Ix WOOD BUCK FIN INSTALLATION I INTERIOR I I SEE GLAZING DETAIL 1 CAULK 1/4' MAX. BY OTHERS SHIM SPACE EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN A 2X WOOD- STEEL STUD BUCK BY OTHERS 3 THREADS OF MIN. 08 TEK SCREW ENGAGEMENT BEYOND INSTALLATION METAL STRUCTURE ANCHOR g VERTICAL SECTION 3 SILL - STEEL STUD FIN INSTALLATION 1' PLy GEMWINDOWS 413 N MAN ST, FO WX 5", W= MOUNT, VA 24151 M 5404M4344 FX. 5104"44113 R Z yy xZR ui vi m'^ M W a V' M W O OZF+ aZ lJUO OL x_ rm Im aa x o OF 4 3/4' MIN EDGE DISTANCE ZX WOOD FRAME BY OTHERS 5d ROOFING NAIL INSTALLATION ANCHOR 2• MIN. EMBEDMENT 1/0• MAX SHIM SPACE INTERIOR SEE GLAZING DETAIL 1 i CAULK BETWEEN a FIN 6 SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION q JAMB . IX WOOD FRAME FIN INSTALLATION 11 PLy GEM 1/s• MAX. 1. WINDOWS SHIM SPACE I 433 N aAtN sr. ro sox sss. ROW MOUNT. VA NISI STEEL STUD BY OTHERS 8 TEK SCREW Nts10-4H{349FX 54O+844W INTERIOR INSTALLATION ANCHOR H tl y z R ZOJ ZOZS I`rI F Viaa iLula x 3 THREADS MIN. ° C wJID OW< ENGAGEMENT BEYOND F< N > tp m w Z METAL STRUCTURE w Z N m N w m10< Zw R Cit M AULK BETWEEN o cc < lou o FIN A STEEL STUD w = w aDI EXTERIOR FINISH m g ~ F BY OTHERS g SEE OZING EXTERIOR PERIMETER CAULK QAILI BY OTHERS O.A. m .. WINDOW WIDTH (f Z G HORIZONTAL SECTION O Z U. q JAMB - STEEL STUD ~ FIN INSTALLATION H C o I- GL c 5 W 5/8' O.A. INSULATED GLASS: 1/B' ANNEALED AIR SPACE- Z < 1/B' ANNEALED O EXTERIOR / INTERIOR Ci • ........ Lr I 50 GLASS aL ~ DOW 11" SILICONE — y * P yO co I!! m < JH3ty < GLAZING DETAIL 1 Z DWG #: PGW068 SHEET: 4 OF 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Ply Gem Windows Builder Series 3753" Tilt Single Hung Prime Window for Florida Product Approval FL# FL14743 Report No. 2902 Current Florida Building Code 398 E. Dania Beach Blvd. Suite 338 Dania Beach, Fl. 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Method: 1— A (Certification) Category: Windows Sub — Category: Single Hung Product: Series 3753 Tilt Single Hung Prime Window Material: Aluminum 6063-T6 Product Dimensions: 53"x 72" (O/X) Prepared For: Ply Gem Windows 433 N. Main St., PO Box 559 Rocky Mount, VA 24151 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/30/2014 Contents: Evaluation Report Pages I — 4 Installation Details Page 5 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2014.05.2819:01:10-04'00' BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Ply Gem Windows Windows Single Hung FL#: 14743 Date: 04/30/2014 Report No: 2902 Compliance Method: State Product Approval Method (1)(a) Product Name: Series 3753 Tilt Single Hung Prime Window Non -Impact) 53" x 72" (O/X) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Ply Gem Windows based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions PGW068, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing PGW068 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions PGW068 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:14743 Date: 04/30/2014 Report No: 2902 Quality Assurance: The manufacturer has demonstrated compliance of manufacture oflproducts in Accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation Management Institute (FBC Organization #: QUA 1789) Performance Standards: The product described herein has been tested per: 0 AAMA/WDMA/CSA 101/I.S.2/A440-05 Referenced Data: 1. Product Testing performed by Construction Consulting ILaboratory International. FBC Organization # TST1685) Report #: CCLI-07-134 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute FBC Organization #: CER1773) N1006610A-114 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 FL# 743 BUILDING DROPS Date: 4/ 30Date: 04/30/2014n6AAPerfectSolutioninEveryDrop Report No: 2902 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: For nail fin installation: A. For two by (2X) wood frame substrate, use #8 Wood Screws of sufficient length to achieve minimum embedment of 1.5" into wood framing. or B. For two by (2X) wood frame substrate, use Sd roofing nails of sufficient length to achieve minimum embedment of 2.0" into wood framing. or C. For steel stud frame substrate, use #8 TEK Screws of sufficient length to achieve 3 threads of minimum engagement beyond metal structure. Refer to Installation Instructions (PGW068) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressures 35/-47 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 r 743 BUILDING DROPS DateFL#: 4/ 30Date: 04/30/2014 A Perfect Solution in Every Drop Report No: 2902 Certificate of Authorization: 29578 Installation Method Ply Gem Windows Series 357,3" Tilt Single Hung Prime Window 2.00" MAX. FROM 12.00" MAX. CORNERS TYP O.C. TYP 12.00" MAX. O.C. TYP X„ 2.00" MAX. FROM CORNERS TYP INSTALLATION ANCHOR Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Florida Building Code Online w. Page 1 of 4 Business & Professional Regulation r®r®r® FbWa OepafteMd BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats a Facts I publications I FBC Stall I BCIS Site Map I Links I Search I Busines Professfial 0UProduSER: pu`Ibic User Approval Regulation product Approval Menu > Product or Aoolitatbn Search > Application Ust > Application Detail FL * FL15847-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Ply Gem Siding Group Address/Phone/Email 2405 Campbell Road Sidney, OH 45365 937)498-6720 alan.hoying@plygem.com Authorized Signature Alan Hoying alan.hoying@plygem.com gUILO/NC Technical Representative SANFORD Address/Phone/Email ffO AARTt N` Quality Assurance Representative Address/Phone/Email 14 - 1 7Q4 Category Panel Walls Subcategory Soffits 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 Allen N. Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Rene I.Quiroga, 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 FL15847 R1 COI COIMasticSoffitl-2010FBC.pdf Standard ASTM D-4477 TAS 202 TAS 203 Method 1 Option D Year 2004 1994 1994 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 12/3/2014 ALLOWABLE DESIGN WIND PRESSURES IN PSP SHORT SPAN TABLE MASTIC EAVS WmT91N INCHSS 12' 1353 16" 6 SOFFIT TYPE EVOY(AWM1NU0Jr. NAILS SVGJDMSVG12V20 1353 96.6 ENVOY( AUWMA" Ir. STAMAS 1353 96.6 SVG12NXSVG12V0 E+338.2 141. 6 101.1 ENVOY ( AtAIMBA 6,NAILS 2706 193.7 SVG6w. WOW 270.6 193.7 ENVOY ( LUD06,STAMM 270.6 193.7 SV06K SVG6V 334.0 293.0 202.2 ' ENDURANCE ( ALUMBA 4)Jr. NABS 142.4 1139 81.4 SVVM2011K SVGV420144 142.4 113.9 41A WWRAMMINLMNOIL114 Jr. STAPLES 142.4• 113.9 91.4 3VGN420144, SVGV420144 177.0 141.6 101.1 t ENVOY( AWMWIA,O Jr. MARS 169.1 1333 96.6 SAS12219, IFAS12219, SAS12319, LCAS12319, 169.1 1353 6 VA312319 SAX12219T LPAM2219T ENVOY( ALUMIIUM) lr, 6TAFL= 169.1 1353 96.6 SAS12219, LPAS12219, SAS1231t I.CAS12319. LFAS12319 SAX12219T LFAX122191' 177. 0 141.6 101.1 ENYOY QUAD (ALUMINUM) W. NAIS 126.8 101.5 72.5 SAS16419. 1CA416419. 126.8 101.3 72.5 WIVOY QUAD(AUAIDn" W, STAPLES 126.8 101.3 72.5 SAS16419, WAS16419, 132.8 4062 759 84MMAKCB( AUDIVA" Jr. NADs 142.4 113.9 81.4 SASI2s16. LFAS12216.SA312316.LCAS12316. LFAS12316 142. 4 1139 81A FRMENC9( AWI4QnId) W. STAPLES 142A 1139 81.4 SA512216, LFAS12216, SA312316. LCA412316. LFAS12316 177. 0 141.6 101.1 ' ECONOMY ( ALUMINA SOFFIT Jr. NABS 115.7 92.6 66.1 SAS12313, LFAS12313. WAS12313 115.7 92.6 66.1 Llmu" V0W0;w s5Fmirr.STARIs 113.7 92.6 66.1 AS12313,LFAS123U, WAS 12313 177.0 141.6 101.6 VF]nURA-( VINYL)Jr. MARS 227.3 181.9 129.9 HVSlov,HVS10N 80.1 64.1 43.8 VPxNRA-IVINYL) Jr, STAPLES 2273 181.8 129.9 HVSIOV, HVSION 95A 763 34.5 PR04ERM BEADED( VINYL) r,NAIS 206.6 1653 118.1 PBSWKPB.LOV 91.4 72.8 32.0 PROSERISS BEAD® ( VINYL) r. STAPLES 206.6 1653 118.1 FBSWKr9smv 108. 4 46.9 62.0 ntOSFxlES (VWn) lr.NAIS 237.6 190.1 135.8 PSSIOKFSSIOV 43. 7 67.0 47.9' PROSESM(VINYL) 16-.STAPLES 237.6 19oa 135.8 M310N.Mlov 99.9 79.8 57.0 PROSEIES(VINYL) Jr. NAILS 206.6 1653 118.1 M12N,PTSt2V. Ml2CV 60.7 49.5 34.7 PRos (VINYL) Jr. STAPLES M 6 1653 118.1 PTS12N.Pi8l2V, P19l2CV 723 57.8 413 UNIVEISAL(VMYL) Jr. NAILS 183.9 149.9 1063 UVS12N, I1V3121, 11V5I1CP 54.6 43.7 31.2 I7 UNIVERSAL ( VINYL) Jr. STAPLES 1899 143.8 1063 UV512N.UV512P, UVSI2CP 43.1 52.1 472. TRADE MARK CMM) 0' i= 206.6 1633 118.1 TRMSION,TR) ASIov 72.9 383 41.6 TRAM MARK ( VWYlj 206.6 1633 118.1 TRWl0N,TRM5I8V 86.8 0.4 49.6 PROTECT PLUSM NYL)Ir, NAILS 206.6 1653 118.1 PISION. iSlov 72.8 4113 41.6 PROTECT PLUS ( VINYL) W.STAnE4 206.6 1653 119.1 M ION, PISIOV 46.8 69A 49.6 Details thu go with this table appear on Shm 1 of 2 FAITENERt: /N aACM, NAIL Nth. -.9R6 /Ti'LONG ROOFING WIT I! 0. X#Aa rt AND i ue,# A's OR STAPL GJ W,,T#. Lo,vc Lccs AMP y`' (/L G4cc) .SEE TABLES FRAM/A/ C, FAJCIA FASC/ A L 0X 2" 2x* NOIO AOAAe 4POAA0 1 • TAIC4A/t GLOG/N @3=0" J W09LIL I • 1 FAJCIA, I WALL 1 TRIM OfF/T SoPf/r .', . cuAA/A/ CL. m9TAL.- ti[_ rAAt4t P CNAAINC L. W/TN CAJf MAJOwA f4JT.[wlRJ l/,robe SAH'ti At AT FIJe/A fA%M • _ NAADtNE D T A: tT(IB GA.VE BLOc/N Iwo" GAViW/D' l NA/i.S . W/OTN SLQ TABLES 0, 017°X%" LONG Cam' 291' MAx/ M M SPAC/N6. S[[ T.AA4.2S ALT[RNATE WALL OSTAI NOT re .fc *,. g SOFFITS -WITH AikroAl BLOCA(. li/ALLS'' NOT TO SCALE FAJTtNLAl AT aACN MAIL T/A9BAR FRAM/M Mtm LfriV& / jI' L0N6 AJ+[ws7fJ AT LA,cA ,vw'IL N!M 11Q10f,/A/G NAILS swril ul j g+ L/TASA:%{"Le, rc Aeri/w0 JRANKY ANO f)1ZA0j j" IrI/LtW/ TN %" 1NAAlRS p r AAIO '' NLAOJ Om ST '#LES N/TN : I! STArLfS W/ rA eR LfNC .LEES 440-%6/Geix2i GACF Sze Bet MAIL LONG L.Lcl AA!0 .(I )6 Ii`rl6wc4);J TIMBER TitBLES'. fO. IxY .". FRAMING scc roe. cs NAIL A Se/A pA l fAft/ A WALE:' S!L TAItCt EAv£ WIOTN A r SOFf/T. f CNAMNLL tLL TAIrES J'"c/D6/ vlvFt J[R TA et IAfr&WtAl iSA4e/" O .. Jet W/OTM S[C TAAt4f SAM! At AT f'4f4/A SOFFIT wIT>r WOOL fRAMEO WALL 50FFIT INTO ROOF .FRAMING T ro SuCs Nor 7 SCALE ItUpltllllb/hpp,',4 Q!4• % I. / iA.... * : No. 19354 ; 20MAAC,9-20) 29-D yr c CC Allen-N. Reeves, P. E. Structural Engineer Florida License N19354 STATE OF RR 0.R1Qp N HR Engineering Inc. IA+ f L NOIJ 2a2' PRWECTND NOo02o CLIENTZM A S.T I. C ' BM o, R E EyG t PTrolECT INAILE Mi9lrrc SDo/Tt - f6OR/D 0NIAL1'E:' ALLOWABLE DESIGN WIND PRESSURES IN PSF LONG SPAN TABLE MASTIC RAVE WwTB IN DICHES SOFFTTTYPE 12' is" IS" 21' 24' ENVOY(ALUMWULQ Ir. NABS 288.0 170.4 1123• 79.8 39.5 SVG12?QO,Sv012VI0 2753 162.9 107.6 763 36.9 ENVOY (ALXWI?A.l)Jr. STAPLES 299.0 170.4 112.5 79.8 59.5 SVGI=, SVG12V20 2753 462.9 107.6 76.3 56.9 ENVOY (AW3 DM"6-.NAILS 576.0 340.9 225.0 139.6 119.0 SV06N. SV06V 550.7 325.9 213.1 1323 113.8 ENVOY WILIMI+US06%STARES 576.0 340.8 225.0 159.6 119.0 SVOW.SVO6V SSO.7 325.8 1 -215.1 132.5 113.8 ENDURANCE (AUNINUNt)Ir.NAILS 242.5 143.5 94.7 672 50.1 SVON420144. SVGV420144 431.9 137.2 90.6 642 47.9 ENDURANCE (M.LIMINLIM)Jr. STAPLES 242.5 143.3 94.7 672 50.1 sVGNM144. SVGV420144 231.9 1372 90.6 64.2 47.9 ENVOY (ALUMINUM) Jr. NABS 288.0 170.4 112.5 79.8 59.3 SAS12219, LFAS12219, SAS12319. L.CASI2319. 2753 162.9 107.6 763 56.9 LPA312319 SAX12219T LPAX12219T ENVOY (ALUMINUM) Jr. STAPLES 288.0 170.4 112.3- 79.8 59.5 SASI2219. LPAS12219. SAS12319. LCA412319. 2753 162.9 107.6 76.3 56.9LPAS12319SAX12219TLFAX12219T ENVOY QUAD (AILB:Ba " IC. NABS 216.0 127.8 84.4 59.8 44.6 SASI6419.ICA316419. 206.5 1222 40.7 372 42.7 ENVOYQUAD(AWMN M IC, STAPLES 216.0 127.8 94.4 39.8 44.6 SAS16419. LCAS16419. 206.5 1222 90.7 S72' 42.7 ENDURANCE ( ALUMBNM)Jr. NAILS 242.3 143.3 94.7 67.2 50.3 SAS12316. IFAS12216.SAS12316.LCA412316, 231.9 1372 90.6 642 47.9 IFAS12316ENDURANCE ( AumUNUld)Jr. STAPLES 242.5 143.3 94.7 672 30.1 SAS12216. IPA512216,SAS12316,ICAS12316, 231.9 1372 90.6 6/.2 479 LPAS12316 1 ECON0MY( ALDADFU)4)SOFPRJr. MAILS 197.1 116.6 77.0 54.6 40.7 SA112313,tPAS12313. 1,CAs12313 188.4 1113 73.6 32.2 38.9 fiCO3tOMY (ALUMINUK SOFFIT Jr. STAPLES 197.1 116.6 77.0 34.6 40.7 SA412313. IYASI2313. LCAS12313 198.4 111.5 73.6 32.2 1 •38.9 VENTURA- (VD+ YL)Jr. MAILS 3292 194.8 128.6 912 69.0 HVSIOV,HVSION 73.8 56.9 46.1 38.8 33.6 VENTURA-(VDM) Ir, STAMM 3292 194.8 128.6 912 68.0 HVSIoV.HVSIoN 763 - 38.7 47.7 40.2 34.7 PROSFRIES BEADED( VINYL) r. NABS 374.1 221A 146.1 103.6 77.3 PBSWN.PBSWV 93.9 64.3 32.4 44.1 38.1 PR04E UES BEADED (VINYL) r. STAPLES 374.1 221.4 146.1 103.6 77.3 FBSWN.PBslov 96.76 66.7 342 43.7 39.4 PROSSRBL4(VINYL) Ir.NAILS 3442 203.7 134A 933 71.1 TSSIoKmJoV 772 59.4. 482 40.6 35.1 PROSEFUES(VDaYL) Jr. STAPLES 3442 203.7 134.4 953 71.) PSSION.mIOV 79.9 61.4 49.9 42.0 36.3 PROSEM (VIPM) Jr. NAILS 249.4 147.6 97.4 69.1 51.3 MI2N,PTSI2V, P1812CV 339 43.0 35.0 29.4 25.4 PROSFRIES(VINYL) Jr. STAMM 249.4 147.6 97.4 69.1 51.5 PISI2H,PISI2V, r1S12CV 57.8 44.5 36.2 30.4 263 UNIVERSAL (VDIYL) 12-.NAILS 224.5 132.8 87.7 62.2 UVSI2N,UV512P. UVSI2CP 503 38.7 31.5 26.5 22.9 UNIVERSAL (VINYL) Jr. STAPES 224.3 r +132.8 87.7 622 46.4 UVS12K UVSI2P. UVSI2CP 52.1 4 2.S 27.4 47 TRADE MARK (VDaYL) 10.NAILS 2993 177.1 116. 829 61.8 711WISION.TRMSlov 67.1 51.6 41.9 35.3 303 TRADE MARK(VOM) Jr. STAPLES 2993 177.1 116.9 829 61.8 TRM9IOKTRMSIOv 69.4 53.4 43.4 36.5 313 PROrECTPLUS (waYL)Ir. NAILS 299.3 177.1 116.9 92.9 61.9 P15low. mlov 67.1 51.6 41.9 333 30.3 PROTECT PLUS(VBIYy W, STAPLES 299.3 177.1 116.9 92.9 61.8 rTs1oN rrslov 4 53. 4 43.4 36.5 31.5 Details the, go wim this able eR Emend w Shea 1 of 2 ALLOWABLE DESIGN WIND PRESSURES IN PSF MULTI SPAN TABLE MMRIOR CEWN MASTIC SOFFITTYPE Beaded (Vinyl) r. Nib p. 0 Solid-PBSSON Vented-PBSSOV BeadedMoAr, S M- S3.0 Slid-PBS80N Vmtd PB 8OV Pea•Seriea DOuMe 5 (Vinyl) Ir, Nalb 30.6 Solid-PTSION Vented-PSSIOV PIQse. sea Double $ (v,: V. Su plea • Solid-PTSION Vented-PSSIOV PeoSOio Triple 4 (Vioyl) Jr. Nut 736.7 Solid-P7S12N C0wwVat-PTS12CV PnIIVaer- P7S12V P10-Seaies Triple 4.(VkAl2", Saple 436.7 Solid-PT512N CM=Vent-PTS12CV Pu1IZ-P7S12V Title Mark Doubles (Vbyl) Ir, Nsib 44.0 Solid-TRMSION Vmrd-TRMSIOV Title Mark Double 5 (Vinyl) Jr. Slaplc 44.0 Solid-7RMSION ,Vented-TRMSIOV Pro= PIe Derbb 5 (VW) Ir. Nato 41.0 Solid-PTSION Vented-PTSIOV Pretest Pon DOubb S (Vital) 10 . Stela 4.0 Solid-PTSION Vend-PTS10V Vensn - Triple 3 1/3, ( Vinyl) Jr. Nab 48.4 SoUd-HVSION Venud-HVSIOV Ven '! mTriple31/3,(Vinyl)1O', Staplea 48A Solid-HVSION vented-HVSIOV UaivcndTriple 4 (Vinyl) 12',Nalb 33.0 Solid-UVS12N C4nWVaa4NS12CP Fo11Vew-UVSL2P Unh, er .1 Triple 4 (Vinyl) 12", Srrples 433.0 SOIW-UVS12M Center Veat I1VS12CP Poll Veen-UVS12P TRIe dead fen fhb ableppem o0 Shea 2 of 2 GENERAL NOTES DESIGN PRESSURES LISTED IN TABLES ARE BASED ON COMPARATIVE AND RATIONAL ANALYSES DONE IN HE PROJECT 11100020 AND ARE IN CONFORMANCE WITH THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA RESIDLN TIAI. CODE. THE 2010 FLORIDA BUILDING CODE IN SECTION 1609.1 AND THE 2010 FLORIDA RESIDENTIAL CODE IN SECTION R703. 1 DIRECTLY MANDATE THAT THE DESIGN WIND PRESSURES ON SOFFITS ARE TO BE THE SAME AS THE AWOWING WALI.S. , WHERE SHORT SPAN AND TANG SPAN TABLES OVERLAP, THE RAWER VALUES GOVERN AND SHOULD BE USED IN INSTALIATION DESIGNS. IX2 LA'RENS T/MOCL IkAME ATTACHED r0 L O" MIA/AreM CACA FAA)P/NC SrAC/MG HGn/tA wIrN P81t 2a WOOD o.vc Roof/ NC SCRGWS NAILS OA XrAPL"L word LONG LLCSXTi+(/6 GACI)o IN [ACM ANrI HLAf FASCIA BDAAo FASCIA rA/M s L" MASTIC Sofro r, 'e" MvIrIJIAN TABLE / Za 2"4/ r CNAMNLL MAX. MAX. FASfLNlAt XPA C/ N C XAAML AJ CAVE A W/OTN (/ NLIM/TEO AT BArrL#S FOR W/DE _EAVES AND EXTERIOR CLI LEGEND Double 6 ha "V" grooves every 6" across width, ad each pand is Ir wide. Triple 4 or T4 has "V" grooves every 4" soon wi"' tmd each panel is 12" wide, Quad 4 ho "V" grooves every 4" across width, tend each panel is 16" wide, Triple 2-2/3 has -V' Voovea every 2.20" nano width, and awl, panel is r wide, Double 5 has 'V" grooves every r acne widab, and each panel is IV wide. Single 6 or S6 ban "V" grooves every r amoe width, and each panel is 6" wide. To* 3.113 has "V" grooves every 3.lir scrod width, rod eaeb panel is IV wide. HR Engineering, Inc.11 DATE-/C Nov- 20/2II PaalLcrNo.l)00020"7WET 2 OF Z CUNT- A4 MAST/C BY BEEE VS PaaWXWEMALT/C SOPP/rS_iLOAIC4P No. 19354 STATE OF `4- S . C O ii&/O1NIA1 2S / bAAeN 20/.? I Florida Building Code Online Page 1 of 3 FLOP OA OLPAIMO.C OF low Business Regulation 1`11)l1Ca DpMWtd SCIS Home I Log In I User Registration Not Topics I Submit surcharge I stats & Facts Publications I F8C Staff I kIS Site Map I Links I Search Busines ProduApProfessiPnal a' USER: puubblicU eroval Regulation Protlutt Approval Menu > ProOutt or Aoolkatbn Search > Application Lit > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15067-RI Editorial Change 2010 Approved A Mid -States Asphalt & Cant Strip, Inc. 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Eric Bailey ericomsaroof.com Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 205)345-6634 eric@msaroof.com Eric Bailey r. 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Roofing Underlayments gvll_o/Nc SANFORD 10, O.4RTtJi•` 14-1744 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received. Florida Engineer or Architect Name who developed Charles L. Thomas the Evaluation Report Florida License PE-29439 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2015 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 FL35067 R1 COI Indeoendence.odf Standard ASTM D226 ASTM D2626 ASTM D4869 Year 2006 2004 2005 http://www.floridabuilding.org/nr/pr app dtl.aspx?param=wGEVXQwtDyuS73Fr2ZyiP1Q... 12/3/2014 Underlayment Application: For roof slopes between 2 units horizontal to 12 units vertical (17%) and 4 units vertical to 12 units horizontal (33%), two layers of MSA UL 15#, MSA UL 30#, MSA ASTM D226 15#, MSA ASTM D226 309, MSA Z-15, or MSA Z-30 must be.appl.ied to the roof in the following planner. Apply 19 inch -wide strip (483mm) of underlayment felt parallel with and starting at the eaves. Starting at the eave, apply 36-inch wide (914rnm) sheets 01' ullderlayment overlapping successive sheets 19 inches (483mrn). Distortions in the ullderlayment shall not interfere with the ability of the shingles to seal. End laps shal l be offset by 6 feet (I 829rnni). Corrosion-resistant fasteners are applied along the overlap at a maximum spacing of 36 inches (914mm) on center. Underlayment Application: For roof slopes 4 units vertical to 12 units horizontal (33%) and greater, one layer of MSA UL l 5#, MSA UL 30#, MSA ASTM, 226 154, .MSA ASTM D226 30#, MSA Z-15, or MSA Z-30 must be applied to the roof in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting fi-olll the eave and lapped 2 inches (51 min). End laps shall be offset by 6 feet- (I 829mrn). Corrosion-resistant fasteners are applied along the overlap at a maximum spacing of 36 inches (9'14mm) on center. Mid -States Asphalt recommends the application of the above components be in accordance with the guidelines provided by the Florida Building Code. MID -STATES ASPHALT & CANT STRIP, INC 1637 51"Avenue - TUSCALOOSA, AL 35402 PHONE: 800-489.2391 FAX: 800-880-3834 li , /,Jb 65d3 y 0 Vo 2-/ A,4ti 9 Mid -States Asphalt Evaluation Report for Asphalt -Saturated Organic Felt Underlayments Used in Roofing FL# 15067 Evaluation Report Report for: Mid -States Asphalt & Cant Strip, Inc. Date: 12/8/2011 1637 51't Avenue Tuscaloosa, AL 35401 Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3 Section(s): 1507.1 to1507.10 Category: Roofing Project No.: CLT-2011-MSA-01 Sub -Category: Underlayments Scope: Product Category: Roofing Sub -Category. Underlayments Compliance: Mid -States Asphalt & Cant Strip's MSA ASTM D-226 15#, MSA UL 15#, MSA ASTM D-226 30#, MSA UL 30#, MSA Z-30, and Arrow 43# Organic Base Sheet have demonstrated compliance with Chapter 15: Roof Assemblies and Rooftop Structures; Section 1507: Requirements for Roof Covering of the 2010 Florida Building Code-- Building. References: Product Descriptions: PRI Construction Materials Technologies, LLC Laboratory Test Report Project No.: BWR-503-02-01), dated January 22, 2009 and ASTM D 226- 06: Standard Specification for Asphalt -Saturated Organic Felt, PRI Construction Materials Technologies, LLC Laboratory Test Report Project No.: BWR-504-02-01), dated January 22, 2009 and ASTM D 226- 06: Standard Specification for Asphalt -Saturated Organic Felt, PRI Construction Materials Technologies, LLC Laboratory Test Report Project No.: BWR-502-02-01), dated January 22, 2009 and ASTM D 4869- 05r": Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing, and PRI Construction Materials Technologies, LLC Laboratory Test Report Project No.: BWR-509-02-01), dated January 23, 2009 and ASTM D 2626- 04: Standard Specification for Asphalt -Saturated and Coated Organic Felt Used in Roofing. MSA ASTM D-226 15# and MSA UL 15# are asphalt saturated organic felt underlayment products in compliance with ASTM D 226, Type I. MSA ASTM D-226 30# and MSA UL 30# are asphalt saturated organic felt underlayment products in compliance with ASTM D 226, Type II. MSA Z-30 is an asphalt saturated organic felt underlayment product in compliance with ASTM D 4869, Type II. Arrow 43# Organic Base Sheet is an asphalt saturated and coated organic felt underlayment product in compliance with ASTM D 2626. Page 1 of 4 Mid -States Asphalt Evaluation Report for Asphalt -Saturated Organic Felt Underlayments Used in Roofing FL# 15067 Limitations: Limitations and Conditions of Use Include the following. This Evaluation Report is not for use in the HVHZ. Fire Classification is not within scope of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire . ratings of these products. Installation must be performed by a qualified contractor. All products shall be installed in accordance with Manufacturer's published application instructions, the Installation section herein, and applicable State and Local Codes. Modifications of the products as evaluated herein are not within the scope of this evaluation. All products listed herein shall have a quality assurance audit in accordance with F.A.C. Rule 96-72. Allowable undedayment applications per Table 1 Table 1. Ap licable Roof Coverings Product Asphalt Shingles Fastened Clay & Concrete Tile Foam -On Clay & Concrete Tile Metal Roof Panels Metal Roof Shingles Mineral - Surfaced Roll Roofing; Slate Shingles Wood Shingles Wood Shakes MSA ASTM 0-22615# Yes No No Yes Yes Yes No Yes Yes MSA UL 15# Yes No No Yes Yes Yes No Yes Yes MSA ASTM 0-226 30# Yes Yes No Yes Yes Yes Yes No No MSA UL 30# Yes Yes No Yes Yes Yes Yes No No MSA Z-30 Yes No No Yes Yes Yes Yes No No Arrow 43# Organic Bas Sheet No Yes No No No No No No No Page 2 of 4 Mid -States Asphalt Evaluation Report for Asphalt -Saturated Organic Fell Underlayments Used in Roofing FL# 15067 Installation: All products shall be installed in accordance with Manufacturer's published application instructions and as reproduced herein. Un(lerlanvnnent Application: for rool'slopes between 2 units horizonIajl to 12 units vertical (17'%)) and 4 units vertical to 12 units horizonlal (33%). tvo layers of MSA UL. 15i. MSA UI, ;UT;, MSA ASTM D226 15=v. MSA ASTM D226 307:. MSA Z-15. or N14SA /_-10 must be applied to the roof in the following maulncr. Apply 19 inch-widestrip (483mm) 01' Underlayment felt parallel \vilh and ta l-1111L at the eaves. Starting at the cave, appI 36-inch vide (914mn1) sheets of Underlwment trvellippin. successive sheen 19 inches (48 3mm). Distortions in the underlaymem shall not interltrc with the albilliv of the shingles to seal. End laps shall be i ffkt by 6 feet ( 1 S29mm). C' or1*0sion-resistant fasteners are applied along the overlap all a nlaxinlunl p, lcim, of 36 inches (91 4mm) on center. Inderlaylikeul Application: Fur I-oof slopes 4 units Vertical to 12 units 01- izontanl (331%) and ,realei% one laver of MSA UL 1 j=`. MSA UL 30', MSA STM 226 15. NISA ASTNI D226 30m. N11SA Z-1 >. or N1SA Z-30 must be plied to the room in the I'611owino manner. Underlayment shall be applied shingle fashion. parallel to and starting, front the ea ve and lapped 2 inches (51mm). F.. nd laps shall be ol'I'set by 6 leer (1829mm). O1' rosioll-1'esistant lalslellCl'S, Irc fll)11fiecl allon`a the overlalp at al ma.xinitim acint, of 36 Inches (91411 m) oil cenler. id - Stales AsphaII rec mmeods the aI)I)Iicatioil of the aho%a cumIW10nents he in col- dana• will) the guidelines pl-ovided by the Florida 13ui1din„ Code. Page 3 of 4 Mid -States Asphalt Evaluation Report for Asphalt -Saturated Organic Felt Underlayments Used in Roofing FL# 15067 Quality Assurance: Underwriters Laboratories, Inc. (FBC # QUA 1743) Certification of Independence: Charles L. Thomas, P.E. does not have, nor intends to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. Charles L. Thomas, P.E. is not owned, operated or cdntrolled by any company manufacturing or distributing products it evaluates. Charles L. Thomas, 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. Charles L. Thomas, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Evaluator: Charles L. Thomas, P.E. Florida Registered Professiona( Engineer PE No.: 29439 FBC Organization No.: ANE9003 14609 Dixie Hwy, Hudson, FL 34667 Date: 1211 Z'2o l I Page 4 of 4 Florida Building Code Online Page l of 4 li Business & Professional Regulation ra 11MIM l ,p d SCIS Home I Lop In I User Registration Mot Topics I Submit Surcharge stats S Facts I Publications FBC Starr aCls Site Map Links I Search Busines Professi - al 0USER: Public User al Regulation Produtt Aooroval Menu > ProAutt or Application Search > Application List > Application Detail FL if FL1956-R10 Application Type Revision Code Version 2010 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 u TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerneden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing gUllOi,, c SANFORD o AgRTNiE 14-1744 UL LLC Robert J. M. Nieminen, PE 2 Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A 10/08/2014 10/30/2014 Year 2006 2007 2007 http://www.floridabuilding.org/r)r/pr app_dtl.aspx?param=wGEVXQwtDys%2fmGFoyT6... 12/3/2014 Application Instructions for 1 A AMA 1 • Elite Glass -Seal® BUILDING PRODUCTS 'Glass -Seal THRCC-TAB ASPHALT SHINGLBS Joplin, MO Tuscaloosa, AL 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. 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. 1. ROOF DECK 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 roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness 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. 2. VENTILATION Inadequate ventilation of attic spaces 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 louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit 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 if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. Sa. FASTENING NAILS& TAMKO recommends the use of nails as the preferred method of application. WIND CAUTION: Extreme wind velocities can damage these shingles after 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 shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PROS Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1" (25mm) and 13" (330mm) in from each side and 1" (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the undertayment and each other in a 4" (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" (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 fastening instructions described below. Correct 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 will 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 excess of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTENING PATTERNS: Fasteners must be placed above or below the factory applied sealant in an area between 5-1/2" and 6-3/4" from the butt edge of the shingle. Fasteners should be located horizontally according to the diagram below. Do not nail into the sealant. TAMKO recommends nailing below the sealant whenever possible for greater wind resistance. 1) Standard Fastening Pattern. (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 12 in. back from each end of the shingle for a total of 4 fasteners. See standard fastening pattern illustrated below). r r s 5t? Expo4ure M Edge 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 10-1/2 in. back from each end and one fastener 13-1/2 in. back from each end for a total of 6 fastener per shingle. (See Mansard fastening pattern illustrated below.) Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 ffms Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, 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 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 900fi414691. Application Instructions for 1 II AMA i • Elite Glass -seal® BUILDING PRODUCTS • Glass -Seal THREE -TAB ASPHALT SHINGLES Nall 7r r 34 S St? E oatrro Bud Edge NAILS: 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 di- ameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 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. hopa,ty Driven rop" D",nin I 1I stralght. good penetration. inadequate /oo d"It. cuts "adequale and hush wM aNngle surface penetration into shingle anchorage 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 galva- nized wire. Crown width must be at least 15/16 in. (staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 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 must 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. r CAUTION: DO NOT FASTEN INTO THE FACTORY APPLIED ADHE- SIVE, 4. ONDBRMNBNT UNDERLAYMENT: An underlayment 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 roof decks 4 in. per foot and greater apply the felt 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 underlayment felt may be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. Joplin, MO Tuscaloosa, AL Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Undedayment and Moisture Guard Plus® (additonal ventilation 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 underlayment (or any specialty eaves flash- ing 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 information. TAMKO does not recommend the use of any substitute products as shingle underlayment. S. APPLICATION INSTRUCTIONS 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 roll roofing. If self-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 with approved fasten- ers 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. If a roll roofing is used, seal down the shingles in the first course by applying adhesive cement in four spots equally spaced to the surface of the starter strip and press the shingle down on the spots of cement. Plastic cement should be used sparingly, as exces- sive amounts may cause blistering. SHINGLE APPLICATION: There are three different offset methods for applying strip shingles: the 4-inch method, the 5-inch method and the 64nch method. By removing different lengths from the first shingle, cutouts in one course of shingles do not line up directly with those of the course below. It is recommended that the shingles be laid according to one of these methods consistent with procedures outlined in ARMA's Residential Asphalt Roofing Manual. This panel will feature the 4-inch method. For information regarding the other methods, please refer to the ARMA Residential Asphalt Roofing Manual. CAUTION: Never use an alignment system where shingle joints are closer than 4 in. to one another. top lap 6wltthh g w'bW \ _. A .... ` iAMKO Starts$"It Stan 2rtd wkh 4• M Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, 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 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 KI Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko corn or call us at 9OD-641.4691. TAAMK01,a BUILDING PRODUCTS 6. LOW SLOPE APPLICATION Application Instructions for Elite Glass -Seal® Glass -Seal TNRB&TAB ASPHALT SHINGLES On pitches 2 in. per foot to 4 in. 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 drip edge by 1/4 to 3/4 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures average 25aF or less, thoroughly cement the fells to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus• self -adhering waterproofing underlayment may be used in lieu of the cemented felts. T. (MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per fool (60•), each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immedi- ately upon installation. Spots of cement must be equivalent in size to a 25 piece and applied to shingles with a 5 in. exposure, use 6 fasten- ers per shingle. See Section 3 for the Mansard Fastening Pattern. S. R"OOFING Before re -roofing, be certain to inspect the roof decks. All 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 them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freezeAhaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus• waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. The nesting procedure described below is the preferred method for re -roofing over square tab strip shingles with a 5 in. exposure. Starter Course: Begin by using TAMKO Shingle Starter or by cutting shingles into 5 x 36 inch strips. This is done by removing the 5 in. tabs from the bottom and approximately 2 in. from the top of the shingles so that the remaining portion is the same width as the exposure of the old shingles. Apply the starter piece so that the self-sealing adhesive lies along the eaves and is even with the existing roof. The starter strip should be wide enough to overhang the eaves and carry water into the gutter. Remove 3 in. from the length of the first starter shingle to ensure that the joints from the old roof do not align with the new. First Course: Cut off approximately 2 in. from the bottom edge of the shingles so that the shingles fit beneath the existing third course and align with the edge of the starter strip. Start the first course with a full 36 in. long shingle and fasten according to the instructions printed in Section 3. Second and Succeeding Courses: According to the off -set applica- tion method you choose to use, remove the appropriate length from the rake end of the first shingle in each succeeding course. Place the top edge of the new shingle against the butt edge of the old shingles in the Joplin, MO Tuscaloosa, AL courses above. The full width shingle used on the second course will reduce the exposure of the first course to 3 in. The remaining courses will automatically have a 5 in. exposure. S. VALLEY APPLICATION Over the shingle underlayment, center a 36 in. wide sheet of TAMKO Nail -Fast*, Moisture Guard Plus"' or a minimum 50 lb. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT. PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. Apply 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 lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Do not trim if the shingle length exceeds 12 in. Lengths should vary. Press the shingles 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 end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles extending it over previously applied shingles and trim a minimum of 2 in. back from the centerline of the valley. Note: For a neater Installation, snap a chalkline over the shingles for guidance. Clip the upper corner of each shingle at a 45-degree angle and embed the end of the shingle in a 3 in. wide strip of asphalt plastic cement. This will prevent water from penetrating between the courses by directing it into the valley. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 lime Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, 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 f Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-W68 J Information included in these application instructions was current at time of pirmung To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at SM-641401. Application Instructions for 1MMA 1 • Elite Glass -Seal® BUILDING PRODUCTS • Glass -Seal THREE -TAB ASPHALT SHINGLES Joplin, MO Tuscaloosa, AL 36' wtde TAMKO vanes, centerune TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Nall Fast. Moisture No lesteners mthtn Where matching colors are available, it is acceptable to use TAMKO's CAUTION: Guard• heavier roil roofing Extra fastener mheavePlirrollor50fing w 6-°1 Extra Glass-Seal or Elite Glass -Seal shingles cut down to 12 in. feces. 9PAdhesive must undedaymernl end of shingle be applied in NOTE: Use only Shingles and Hip & Ridge shingles with the Algae smooth, thin, Extend end shingle et least tY beyond Relief feature on Glass -Seal or Elite Glass -Seal shingles with the even layers. Asphanplastic valleycentedine Algae Relief feature. cement t' Clipped off comer at 45• Fasteners should be 1/4 in. longer than the one used for shingles. Excessive use of IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE adhesive will cause TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BEND - blistering to this ING SHINGLES IN COOL WEATHER. product. THESE ARE THE MANUFACTURER'S APPLICATION INSTRUC- TIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO TAMKO assumes BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR no responsibility LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAIL - for blistering. bahnglna eycentrneb° c" URE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. 10. RIP AND RIDGE FASTENING DETAIL Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the pre- vailing winds. Secure each shingle with one fastener 5-1/2 in. back from the exposed end and 1 in. up from the edge. Do not nail directly into the sealant. Direction of prevailing wind Start 5' exposure Zram 41 Starthere5" exposure THIS PRODUCT IS COVERED BY A LIMITED WARRANTY. THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IMPORTANT - READ CAREFULLY BEFORE OPENING BUNDLE In this paragraph "You" and Your" refer to the installer of the shingles and the owner of the building on which these shingles will be installed. This is a legally binding agreement between You and TAMKO Building Products, Inc. (TAMKO"). By opening this bundle You agree: (a) to install the shingles strictly in accordance with the instructions printed on this wrapper; and (b) leaks and other roofing defects resulting from failure to follow the manufacturers installation instructions printed on this wrapper are not covered by the limited warranty that is also printed on this wrapper, or any other warranty, including, but not limited to (except where prohibited by law) implied warranties of MERCHANTABILITY and FITNESS FOR USE. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 IIl09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, 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 /1 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko tom or call us of BM- 641-4691. S October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri Eden(cDtamko.com Subject: UL Third Party Inspection Service for Florida Quality Assurance Expiration Date: October 10, 2015 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tamko Building Products 601 N. High St Joplin MO 64801 Tamko Building Products 7910 S Central Expy Dallas TX 75216 Tamko Building Products 1598 Hwy 183 Phillipsburg KS 67661 Tamko Building Products 4500 Tamko Dr Frederick MD 21704 Tamko Building Products 2300 35th St Tuscaloosa AL 35401 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined, fully documented and effectively implemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R2919. UL LLc 333 Pfingsten Road, Northbrook, IL 60062-2096 USA T: 847.272 8800 / F: 847.272.8129 / W UL.com If you have any questions, please call me at 314-578-3406. Kind regards, J. Kay Chancellor Project Coordinator Product Safety UL LLC 333 Pfingsten Road Northbrook, IL 60062-2096 USA M:314-578-3406 F: 847-664-6157 W: ul.com tiIOZ ti 0 330 Revision Response to Comments Permit # 1 I `74q n JI Project Address: Contact: Ph: U - -7 Email: X-It.1,I FA Trades encompassed in revision: wilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Submi City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Date /. —.:2— _ / 7 General description of revision:' ROUTING INFORMATION Approvals Z CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1744 Date: 11/ 11/ 2014 Contact Person: Chauncey Rickard Contact Phone Number: 321.262.5396 Contact Fax Number: Contact E-mail Address: Project Description: Residential Addition to Accessory Structure Job Address: 1814 Redding PI The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must'be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: ORIGINAL COMMENT 2. Please submit two copies of completed and signed energy calculation forms for the new conditioned floor spaced created as required by Florida Energy Conservation Code sections 101.4.5 and 103.2.1, meeting the requirements of Florida Energy Conservation Code chapter 4. Please include any duct layouts, HVAC systems that will be installed, or another method of heating/cooling the space to provide compliance with the Florida Energy Conservation Code. FBC 107 SECOND REVIEW This comment has not been answered. No energy calculations have been submitted. ORIGINAL COMMENT 6 The plans state the electric will be provided to the accessory structure from the main house. Please provide a detail on how electric will be transferred. FBC 107 SECOND REVIEW This comment has not been answered. The detail shall include wire size, whether the wiring will be buried, what size conduit. This can be noted on the plans. ORIGINAL COMMENT 7. In addition to comment 46, please specify how the accessory structure will receive it's power — service panel, sub -panel? And please provide the location of the panel on the plans. FBC 107 SECOND' REVIEW This comment has been partially answered. The plans show a 200 amp service panel for the project. This seems extremely high. Please verify what size service panel will be provided. ORIGINAL .COMMENT 9. Please provide a method of grounding the structure, in accordance with NEC250.50. FBC 107 SECOND REVIEW This comment has been partially answered. The service riser detail provided indicates a service panel with a meter. There cannot be 2 meters on a residential property. Please provide a specific method of grounding the new structure that complies with 2008 NEC. ORIGINAL COMMENT 14. Please provide two copies of a Product Approval Specification Form listing all applicable products that will be used on the project. A blank form will be provided for your use with these comments. FBC 107 SECOND REVIEW This comment has not been answered. Please provide the Sanford Product Approval Specification Form. Also, some of the product approval submitted is incorrect. The windows submitted do not meet the design pressures stated on the plans. The door product approval was approved under the 2007 FBC. Product approval must be approved under the 2010 FBC. ORIGINAL COMMENT 16. Please provide a truss placement diagram from the truss engineer showing the placement of the trusses and applicable truss ID's, in accordance with FBC 2303.4.2 and 2303.4.3. FBC 107 SECOND REVIEW This comment has not been answered. The truss placement diagram is required to be signed and sealed by the truss engineer. New Plan Review Comments The truss engineering submitted has been designed for Exposure B. The signed and sealed plans have been designed for Exposure C. Please submit two copies of truss engineering that meet the design requirements of the signed and sealed plans. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 2- r 1 I Revision O Response to Comment 4 - 4Permit # Project Address: Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford Building & Firel Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov ck-) Submittal Date ' 314 ( Fax: General description of revision: ROUTING INFORMATION Approvals 4lic-10> CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1744 Date: 06/ 24/ 2014 Contact Person: Chauncey Rickard Contact Phone Number: 321.262.5396 Contact Fax Number: Contact E-mail Address: Project Description: Residential Addition to Accessory Structure Job Address: 1814 Redding PI The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The addition and re -configuration of the "storage building" proposed meets the definition of a Bedroom" as defined in Florida Energy Conservation Code Chapter 2. As such, the work area will be required to comply with all conditions of a habitable space and a bedroom. FBC 107 2. Please submit two copies of completed and signed energy calculation forms for the new conditioned floor spaced created as required by Florida Energy Conservation Code sections 101.4.5 and 103.2.1, meeting the requirements of Florida Energy Conservation Code chapter 4. Please include any duct layouts, HVAC systems that.will be installed, or another method of heating/cooling the space to provide compliance with the Florida Energy Conservation Code. FBC 107 4 An attic acces is required in the configured space as required by FBCR R807.1. Please show on plans. C 107 Please provide the method of attic ventilation required by FBCR R806.1 on the plans (off ridge, ridge vents?) 7C 107 Please clarify if a water heater will be installed to service the new bathroom and indicate the location of the water heater on the construction plans. FBC 107 The plans state the electric will be provided to the accessory structure from the main house. Please provide a detail on how electric will be transferred. FBC 107 7. In addition to comment #6, please specify how the accessory structure will receive it's power — service panel, sub -panel? And please provide the location of the panel on the plans. FBC 107 2.o A-M P 7 8. Please provide an electrical load calculation in accordance with NEC article 220 that shows the existing service size for the house is capable of supporting the increased load for the new living space in the accessory structure. J"r ,C TYjQ syB U 7 FBC 107 9. Please provide a method of ground'ng the ucture, in accordance with NEC250.50. F 107 O 2 irie.T2 Please place a note on the electrical plan that states all 120-volt receptacles in the bedroom and living space are required to be arc -fault protected, in accordance with NEC 210.12 FlYC 107 Uj Please place a note on the electrical plan that states all receptacles must be tamper -resistant, in accordance with NEC406.1 I roz, 107 ZPlease verify the spacing of receptacles cannot exceed 12 feet (6-12 rule) in accordance with NEC210.52(A)(1). There are 2 receptacles on the plan that are spaced 18 feet apartJ Please review and revise accordingly. FBA 107 a. A smoke detector is required in the habitable bedroom space in accordance withFBCR R314. Please indicate the location of the smoke detector on the plans. FBC 107 14. Please provide two copies of a Product Approval Specification Form listing all applicable products that will be used on the project. A blank form will be provided for your use with these comments. F C 107 j The plans list the soffit as being plywood while the product approval provided is for aluminum or vinyl soffit. Please clarify on the building plans what type of soffit will be used on the project. FBC 107 a--16. Please provide a truss placement diagram from the truss engineer showing the placement of the trusses and applicable truss ID's, in accordance with FBC 2303.4.2 and 2303.4.3. F> C 107 Please provide the truss ID's for the truss layout on sheet 2 of the plans that match the truss placement diagram submitted by the truss engineer. FQC 107 J. Please provide a wall detail for the non -bearing walls, as none was provided. FBC 107 19. The plans state that META 18 and META 16 will be utilized on the project for truss hold downs but are not listed on the connector schedule. Please modify the connector schedule for clarity and include the connectors that will be utilized on the project. FqU 107 J. The plans call fora "RT-18" connector as a replacement for a missing lintel strap. The connector schedule appears to be using Simpson Strong Tie connectors. There is not an "RT-1:8" connector listed in the current Simpson Strong Tie catalog. Please specify the manufacturer of this connector or provide an applicable Simpson Strong Tie connector for clarity. FBC 107 1. The Scope of Work on page I of the plans states that the existing CMU walls will be raised from 7 feet to 8 feet. Please provide a detail on the plans of how this will be accomplished. 27F C 107 The plans appear to indicate new windows will be installed in the existing CMU walls with rebar and concrete filled cells on each side of the opening. Please provide a detail of how a continuous load path will be provided from the existing tie beam to the existing footing, i.e. how will the new rebar be tied in. 73. 0 107 To provide clarity, please provide an existing floor plan of the accessory structure. FBC I07 s5sr S SI ) t 5 2- Please provide the design pressure for the opening where the new door will be installed. The design statement specifically provides design pressures for openings for windows but does not reference doors. 2 107, FBC Chapter 16, FBCR Chapter 3 0 • All pages that are signed and sealed must include a title block for the engineer that is signing and sealing the plans in accordance with Florida Statute 471 and Florida Administrative rule 61G15-23.002. Please reference sheet 5 of the plans. Due to the incomplete and inconsistent information provided on the plans, this review is incomplete** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey()sanfordfl.g_o_v . Respectfully, Steve Fiorey Residential Plans Examiner 3-