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134 Calabria Sp Cv 17-1328; ADDITION
ECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION MAY 9 2017 PERMIT APPLICATION D , BY: Application No: Documented Construction Value: $ Job Address: r -3 q CA -VAK i t4 5n , C, U F,_,<A JS, 3 2 771 Historic District: Yes No Parcel ID: 3L,19-30t-5" .Y--o i -J- "(i Residential Commercial Type of Work: New Addition 4 Alteration Repair Demo Change of Use Move Description of Work: & Fr C1ZA,= ' %2QOM T C LL PE AIe C' UtC a F I l4t FK iRom(= G. Plan Review Contact Person: /om P" V ten 1C Title: F&E5 , Phone: Fax: VIA _Email: nAyr-0o(Cc,2e :Uk/5 Dp' 1 Prop rty Owner Information Name 3D 4IV 'h 1-otoLA Q),iei oqg Phone: *1 _9/0 -9e0 y .1y147U Street: 1212 C 14ldr '7 _ e & Resident of property? : /y ©, PA(C-C. r City, State Zip: L4 a MAk L.._ 3 Z jI I Contractor Information } / Name /77orur s , C> onl F rht) C, Phone: 3 2 r Z9 2 —7 I ((D Street: (q( n &P We 4 1 E AA(Z-)(,p9 . Fax: WK City, State Zip: C" Q1 L &,KZ4u F( State License No.: C6 (03 i l P etlEngineer Information ii 1, Name: { `, Phone: L27 -- S 2, 1 -S' 91 Street: 9 City, St, Zip: Alr14r oy-rGe ode i wn., FL. Bonding Company: Address: Fax: Y Q 1 - 5 z I -- S 9 3 y E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies: or federal agencies. Acceptance of pertnit is verification that I will notify the owner of the property of the requirement, of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation "fable in effectat the time the permit is issued; in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit.fees when the permit is issued. be Signature AVIT: I certify that all of the foregoing information is accurate and that all work will nce with all applicable laves regulating construction and zoning. z/- 1-7 Date Sign of Notarg-State of Florida Date Owner/ Agent is . L45e rsonallyKnown to Me or Produced ID __.................. Type of ID b C4 5-1 -1 Signatureoi' Contractor/Anent Date T 1 t1 t ry S h, C ")r Print Contra,torr lgeat s Name o. og, i-7 Date DEME ELANTON My OOMMISSION 4 FF 178648 FXRPES: February 25, 2019 BondedThruNetarypublicUndermdm. Produced ID V rype of ID : e P• I v ]/to - U BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical$ Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: V3 Flood Zone: k"5E Total Sq Ft of Bldg: 12i Min. Occupancy Load: Z # of Stories: New Construction: Electr_icl- # of Amps k Plumbing - # of Fixtures 1 4 Fire Sprinkler Permit: Yes No # o ' Heads Fire Alarm Permit. Yes No g APPROVALS: L-ONING:?'— UTILITIES: WASTE WATER: ENGINEERING h `L " S 1,FIR.E: BUILDING: 5F $ 2• 1 C011MENT5: 1/'tACTCK tXlSTI Co L©OQ ELes)011a'k) Ok to install 186 square foot room as shown on plan. Meets area and dimension regulations for Calabria Cove Planned Development. Addition shall not encroach into any easements. Revised: Jute 30,201i Permit Application SCPA Parcel View: 32-19-30-5LY-0000-0150 Page 1 of 2 i Property Record Card tali Parcel: 32-19-30-5LY-0000-0150 Owner: QUIGLEY JOHN E & RHONDA L I Property Address: 134 CALABRIA SPRINGS CV SANFORD, FL 32771 Parcel lnformation ( 2DV>IIUY Parcel j 32-19-30-5LY-0000 0150 Owner j QUIGLEY JOHN E & RHONDA L f M Property Address ?1 34 CALABRIA SPRINGS CV SANFORD, FL 32771 Mailing 11212 CHANTRY PL LAKE MARY FL 32746 Y Subdivision Name CALABRIA COVE _ Tax District S1-SANFORD ! DOR Use Code i 01-SINGLE FAMILY Exemptions 4 81,11 19 C;A '0 a o 55 p 55.08 emir'(86'Ca'0 55 of 55 2017 Working 11 2016 Certified Values i Values Valuat' Method CosUMarket I Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 122,625 117,445 Depreciated EXFT Value Land Value (Market) 35,000 35,000 1 Land Value Ag Just/Market Value "" 157,625 152,445 I i i Portability Adj j Save Our Homes Adj 0 0 Amendment 1 Adj 0 8,636 I P&G Adj 0 0 ! Assessed Value 157,625 143,809 Tax Amount without SOH: $2,948.00 2016 Tax Bill Amount $2,948,00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description if LOT 15 CALABRIA COVE j PB 60 PGS 8 THRU 10 Taxes i Taxing Authority Assessment Value i Exempt Values -able Value County Bonds $157,625 $0 $157,625 County General fund $157,625 $0, $157,625 I Schools $157,625 $0, . $157 625.1 E City Sanford $157,625 $0 $1571625 f 711SJWM(Saint Johns Water Management) $157,625 $0, $15,625 j Sales Description Book Page I Amount QualifiedVaGlmp j WARRANTY DEED 1/1/2011 07525 0298 $122,700 Yes Improved j S WARRANTY DEED 3/1/2002 _^04376mmva_1648 $157,200_ Yes Improved 1 Find Comparable Sales Land Method ! Frontage __ j Depth t Units i Units Pnce Land Value Tu— LOT _.__. 1 $35,000 00 $35,000 Building Information /1 Is Bed/Bath count incorrect? Click Here. f #TE)e.cr7ipption YearuttFixtures Bed Bath Base Area Totai SF ( living SF Ext Wall ;Adj Value s Repl Value AppendagesActual/Effective { ( I : SINGLE 2002 8 3 2.0 1,370 1,974 1,370 CB/STUCCO $122,625 $129,420 Description Area FAMILY FINISH E i GARAGE FINISHED 438.00 r.. http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=3219305LY0000015O 3/28/2017 COOK CREATIONS, INC License #CBC1251632 Creating Reality, Out Of Your Dreams 676 N. Winter Park Drive Casselberry, Ff. 32707 Cell: 321-299-7716 Email: tommycookereations@gmail.com Contract— Proposal Owner/Agent: John Quigley Job Address: 134 Calabria Springs CV City/State/Zip: Sanford, Florida 32771 pg.' Phone: 407-510-804A Date: 05/04/17 We hereby submit specifications and estimates for: Building a Concrete block addition to the right rear corner of the existing home for use as a craft room. Addition designed to match the existing structure. Work to be performed: 1. Builder will be working with Keith Ferguson of KF Structures, with whom will Supply all materials and labor to construct from the existing ground through the completion of Framing dry in and passing of all inspections and if warranted all re -inspection fees. KF will also be responsible for cutting door penetration, header installation and all concrete cells filled to passing inspection. 2. Builder will be responsible for suppling all other sub -contractors, labor and material to complete the addition. Builder will match existing inside and out including door separation, windows to match and shingles to match as close as possible. Paint Colors will be received from Home Owner or color matched at the store. Builder will be hands on during start to finish project control and will be in contact with Owner on open ended bases till Final certificate of completion is issued and all punch out has been satisfied. Also has standard One Year warranty per state regulation. 3. Builder will supply all labor to acquire permit for the complete addition permitting. Owner will be responsible for the cost of permit Only. Thank You for the opportunity to build your project. All construction debris will be placed in dumpster along with Port -a -let provided by Owner Workmanship warranted for one year from this date in accordance with state regulations. Manufacturers warranty applies to all materials. Area will be checked for Nails and all debris to be removed from premises. LABOR AND MATERIALS -COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS, FOR THE SUM OF: $14,220.00 for completion after Shell is completed. KF Structures %!tell cost 810,460.00 TOTAL CONTRACT SUM: $24,680.00 Authorized Signature: _Thomas D. Cook _ Thomas D. Cook. President. The ubnve price, spocific wiuns and conditions are hereby ac;cepiLd. You are authorized to do the work as specified. Payment will he mate as out]' above. Vtxi;_ Owna/Authu _.. AgenCs Siganture 1111111111 mfit bill Jill f'IAL.OY v SErltl'duLL COU GRANT ,tlF' RQLLEft THI$ INSTRUMENT PREPARED BY: N.Thomas D. Cook Address; 676 N. Winter Park Dr. Caec thorry. Ff. 32707 NOTICE OF COMMENCEMENT GLEJ. IJt ! ihG CLERt:, S 4 201-7iJtr`9Q"7 RECORDED ! 1`'r' 11J; P,1'.' 1R.Dl.IaG t EEC $10.00 RECORDED BY t5m i th State of Florida County of Seminole r Permit Number. ' 32 D Parcel 10 Number. 32-19-30-5LY-0000.0150 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes; the following information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 15'Calabra Cove PB 60 PGS 8 thru 10 134 Calabria Springs CV Sanford, FI. 32771 GENERAL DESCRIPTION OF IMPROVEMENT: Adding 186 square feet Craft. Room to the left rear corner of the existing home. Open a door way into room from existing home. OWNER INFORMATION: Name: John E. & Rhonda L. Quigley Address: 1212 Chantry Pl. Lake Mary, FI. 32746 Foe Simple Titlo Holder (if other than owner) Name; CONTRACTOR: Q Name: Cook Creations Inc. Address:. 676 N. Winter Park Dr. Casselberry, FI. 32707 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. In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Data of Notice of Commencement (The expiration data Is 1 year from data of recording unless a different data is specifled) WARNING TO OWNERr ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true to t wledge and beilet OH— Signature 0,,wk PMted Name Florida Sr we 13,131INg):' The orntr must sign Me noV-o of commencement ad no me Ow mmty be perm, eo to sign in ris or net stead: State of County of 1 1 ` I_ The foregoin Ilnstru/tment las ack/nciwlcleld/ged before ma this day of 20 by L 1 ) 1' 1 ( U 10I 1 "1 Who is personally known to me Or Name of Pcnon n}akln staeeme t OR who has produced idontlfleatlon type of identification produced: 1Ill lllt////7 )) t /jl /1`/—`` ` p, N A C'''''G JIV1V Vie/v/ OTAR y ''' Notary Signalwe My Comm. Expires .. CERTIFIED COPY - GRANT MALOY•` ' Oct 18, 2019 = CLERK OF THE CIRCUIT COURT ,'i^ Comm.# FF903709 AND Ty. EFT ti'r4t' ,a o Ty. FL RIDA 4 k"'F•6GUKr SEMIN4L PI I P I 5 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Fora Name: Tommy Cook Firm: Thomas D. Cook Creations, Inc. Address: 676 Winter Park Drive City: Casselberry State: FL Zip Code: 32707 Phone: 321-299-7716 Fax: Email: tommycookcreations@gmail.com Property Address: 134 Calabria Springs Cove Property Owner: John & Rhonda Quigley Parcel identification Number: 32-19-30-5LY-0000-0150 Phone Number: 407-810-8044 Email: The reason for the flood plain determination is: New structure 0 Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) iu INN r- u OFFICIAL U$E ONL a , "F µx N dti Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0065 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 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: Note: Parcel removed from Flood Plain by LOMA 02-04-4978A (5/15/2002) listed in revalidation letter of Sept 29, 2007. BP# 17-1328 Reviewed by: Michael Cash, CFM Date: May 15, 2017 Revision Response to Comments 1, ki Permit # 1/ 0 1-3 Z v Submittal Date L-j U -/ 2 Project Address: Contact: Ph: _ I 2q 1 t (1 Fax: &ZA Email: Tm ua AY C00f(f .t47Tn6U4C&--9NI001 t CA> City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Trades encompassed in revision: General description of revision: 90 Building &D u TC©dJ Plumbing Electrical Mechanical lc- Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals Building S- "• I7 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: 17-1328 Date: 5/17/2017 Project Description: Addition Contact Name: Tommy Cook Job Address: 134 Calabria Springs Cove Contact Email: tommycookcreations(a-Dgmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review 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 in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of Energy Calculations for the addition. Verify the R-values specified on the energy calculations match the values called out for on Sheet 3 of the plans. FBC 107, FBC Energy Conservation Code R101.4.3 2. The addition is considered conditioned space. Please provide a method of conditioning the space (tie in to existing HVAC system, mini split, etc) and indicate on the plans. If using the existing HVAC system, please provide two (2) copies of a duct layout indicating duct size, type and register location/size. FBC 107, FBC Energy Conservation Code R101.4.3 3. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the windows, roofing underlayment and shingles. FBC 107 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. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner REQUIRED INSPECTION SEQUENCE BP# BUILDING PE&g1 i-r Min Maxx Ins ection Descri tion 10 Tooter / Setback 20 Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . p Lintel / Tie Beam / Fill / Down Cell p 1 Sheathing —Walls 50 Sheathing - Roof 410 Roof Dry In 1 0 Frame 10 Insulation Rough In Firewall Screw Pattern p Drywall / Sheetrock q p Lath Inspection Final Solar Final Firewall 10 1 CL.,p Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence cm Final Building (Other) Address: 1'3y CArt-AR12 Ste. ELECTRJCAa-.P.ERMiT min Max Desch! tion Electric Underground Footer / Slab Steel Bond p Electric Rough T.U.G. Pre -Power Final Electric Final nY,e l{ ROOK[^`P, Min Max Inspection Desc!:i tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final iA/if c r nor A:x rr-A n P.1rm,i .im it Min I Max I Inspection Description Mechanical Final min Max ><ns ecti®n Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 FORM R405-2014 ICbRD COPY FLORIDA ENERGY EFFICIENCY CODE FOR UILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUIGLEY ADDITION MJS O40517 Builder Name: UStreet: 134 CALABRIA SPRINGS COVE Permit Office: i1 1 ' _ 3 Z 8City, State, Zip: SANFORD,FL, Permit Number:frOwner: JOHN QUIGLEY ' Jurisdiction: Design Location: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2 i 1. New construction or existing Addition 9, Wall Types (362.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - tnt Insul, Exterior R=5.0 362.67 ft2 b. NIA R= ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedroom0edrms In Addition) ` 0(0) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (186.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 186.00 ft2 6. Conditioned floor area above grade (ft2) 186 b. NIA R= ft2 Conditioned floor area below grade (fie) 0 R= ft2 11. Duct s R ft2 7. Windows(35.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 37.2 a. U-Factor: Dbl, U=0.35? 35.67 ft2 SHGC: SHGC=0.25 b. U-Factor: NIA ft2 12. Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 5.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 5.0 HSPF:8.50 SHGC. Area Weighted Average Overhang Depth: 1,000 ft. Area Weighted Average SHGC: 0:250 14. Hot water systems- None required a. Cap: N/A 8. Floor Types (186.0 sqft.) Insulation Area EF: 0.000 a. Slab -On -Grade Edge Insulation R=0,0 186.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 7.13 Glass/Floor Area. '0.192 ATotalBaselineLoads: 8.58 1. hereby certify that the plans and specifications covered by Review of the plans and j, THE $T,1T this calculation are in with the Florida Energy specifications covered by this y,. Code. I calculation indicates compliance R with the Florida Energy Code. hill, PREPARED BY. _ Before construction is.completed t - this building Will be inspected forDATE: __;. - compliance with Section 553.908' I hereby certify that this building, as(designed, is in compliance. Flonda Statutes. with the Florida Energy Code. Qto WT. OWNER/AGENT:-_ BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1.and an envelope leakage test report in accordance with R492.4.1.2, 4/5/2017 10:03 AM EnergyGauge® USA - FlaRes2014 Section R405.4.I Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: QUIGLEY ADDITION MJS 04 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 186 Lot # Owner: JOHN QUIGLEY Total Stories: 1 Block/SubDivislon: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 134 CALABRIA SPRIN Permit Office: Cross Ventilation: County: SEMINOLE Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family - FL, New/Existing: Addition Comment: CODE COMPLIANCE FORM 405-2014 CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 186 1488. SPACES Number Name Area Volume Kitchen Occupants Bedrooms infilID Finished Cooled Heated 1 ADDITION 186 1488 No 1 0 1 Yes Yes Yes FLOORS Floor;Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio ADDITION 45 ft 0 186 ftz 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type; Materials Area Area Color Absor. Tested Tested Insui. (deg) 1 Gable or shed Composition shingles 208 ft' 46 ftz Light i 0.7 No 0.9 No 0.5 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC,' 1 Full attic Vented 300 186 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) ADDITION 38 _ Blown 186 ft2 0.11 Wood 4/5/2017 10:03 AM" EnergyGaugeV USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt_____ To______Wail-Type, Space R-ValueF.raction;Absor Grade% 1 S Exterior Concrete Block - Int InsuRDDITION 5 11 8 8 93.3 ft2 D 0.300000 0 2 W Exterior, Concrete Block - Int InsuWDDITION 5 16 8 8 133.3 ft2 0 0.300000 0 3 N Exterior Concrete Block - Int Insul4DDiTION 5 11 8 8 93.3 ft2 0 0.300000 0 4 E Exterior Concrete Block - Int InsuADDiT10N 5 5 4 8 42.7 ft2 0 0.300000 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wail Overhang Ornt ID Frame Panes NFRC , U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 2 Vinyl Low-E Double Yes 0.35 0.25 14.0 ft2 0 ft 12 in 4 ft 4 in Drapes/blinds None 2 N 3 Vinyl Low-E Double Yes 0.35 0.25 21.7 ft2 0 ft 12 in 0 ft 10 in Drapesiblinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 l INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000152 74.4 4.08 7.68 .1113 3 HEATING SYSTEM System Type Subtype Efficiency ^ Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 ~5 kBtu/hr 1 sys#1 COOLING SYSTEM iSystem Type Subtype _ Efficiency Capacity _Air Flow SHR _ Block Ducts 1 Central Unit _ None SEER: 14 5 kBtu/hr 150 cfm 0.75 1 sys#1 SOLAR - HOT WATER SYSTEM FSEC Collector Storage Cert IF Company Name ; System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply Return -- Air CFM 25 CFM25 HVAC # Location R-Value: Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 37.2 ft2 Attic 9.3 ft2 Default Leakage: T Garage (Default) (Default) 1 1 4/ 5/2017 10:03 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heating Jan HJanJan Feb Feb Feb XI Mar Mar E Apr Appr May May Jun Jun Jut Jul AugrjAug Sep Sep X Oct Oct Nov Nov Dec DecVentingXMarXAprMayJunJulAugSepOctXNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 t 1 12 Cooling (WD) AM PM 78i au: 78 80 78 78 78 78 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78: 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM PM .. 66 68i 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66• 4/5/2017 10:03 AM EnergyGauge® USA - FlaReS2014 Section R405.4.1 Compliant Software Page 4 of 4 r— - FORM R405-2014 LEVELENERGYPERFORMANCE (EPL) DISPLAY C ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 134 CALABRIA SPRINGS COVE, SANFORD, FL, 1. New construction or existing Addition 9. Waft Types Insulation Area a. Concrete Block - Int Insul; Exterior . R=5.0 362.67 ft2 2. Single family or multiple family Single-family b N/A R ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms . 0(0) d. N/A R= 10. Ceiling Types insulation ft2 Area. 5. Is this a worst case? ' No a. Under Attic (Vented) R=38.0 186.00 ft2 6. Conditioned floor area (ft2) 186 b. N/A R= ft2 7. c. N/A Windows" Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.35 35.67 ft2 a. Sup: Attic, Ret: Attic, AH: Garage 6 37,2 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a. Central Unit 5.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: - a. Electric Heat Pump 5.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: i 0.250 8. Floor Types Insulation Area 14. Hot water systems -None required Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 186.00 ft2 a. EF: b. N/A R= ft2 b. Conservation features R= ft2c. NIA None 15. Credits Pstat I certify that this home has comp Construction through'the above i in this home before final inspectii based on installed Code complia Builder Signature: Address of New Home: vof NF STgT r GOD tNG Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida !Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation; if not DEFAULT. 4/5/2017 10:03 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 f J with the Florida Energy Efficiency Code for Building srgy saving features which will be installed (or exceeded) Otherwise, a new EPL Display Card will be completed features. Date: City/FL Zip: FORM R405-2014 Fiorida Department of Business and Professional Regulations Residential Whole Buildino, Performance and Prescriptive Methods ADDRESS: 134 CALABRIA SPRINGS COVE Permit Number: SANFORD,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085„Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed. by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card, can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4, O R402.4.1', Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 1 R42.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in. accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the, method of, construction. Where required by,!the code official, an approved third party shall inspect all components. and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate'of not exceeding 5 air changes per hour in Climate Zones Wand 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 03 inches w:g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and:provided to the code official. Testing shall be performed at any time after creation of all penetrations of the budding thermal envelope. During testing 1. Exterior, windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup -air, backdraft and flue dampers shall be closed; but not sealed beyond intended infiltration control measures;" 3. interior doors, if `installed at the time of the test, shall be'open 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test; shall be turned off; and 61 Supply and return registers, if installed at the time of the test, shall be fully open. Q R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers =and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, "skylights and sliding glass doors shall have an air infiltration rate of no more: than 0.3 cfm per square foot (1.5 Us1m2), and swinging doors no more than 0.5 ofm per square foot (216 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 1011i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage' betweew conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and iabeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed Iaminaires.shall be sealed with a gasket or caulk between the housing and the interior wail or -ceiling covering: ' R403.1.1:Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 13 R403:1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, preventsupplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)All 8ucts, air handlers; _and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing 'below. 5Duct tightness Floridhall Statbe verified as auto sting to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section Y orauthorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post - construction tests Total leakage shall be less -than "or equal to 4 cfm,(113 Umin) per 100 square feet (9.29 m2);of conditioned floor area when tested% ata pressure differential of 0.1 inches w.g.,(25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be tapedlor otherwise sealed during the test. 2. Rough in test: Total leakage ishall be less than or equal to 4 cfm (113 Umin) per 160 square feet (9.29 m2).of conditioned floor area when tested. at a pressure differential of0`_1 inchesw.g. (25Pa) across the system, including.the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall -be, less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test" is not required for ducts and air handlers located entirely withinthe building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 415l2017 10:03 AM EnergyGauge<D USA - FlaRes2014 -Section R405.4.1 Corn Paget of 3 FORM R405-2014 MANDATORY REQUIREMENTS (Continued) i, 0 R403.2.3 Building Cavitles (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (4VC) or below 55°F (13°.C) shall be insulated to a minimum of R-3„ R403.31 Protection of piping insulation, 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readilyaccessiblemanuaiiswitchthatcanturnoffthehot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory) i Storage water heaters not equipped with integral heat traps and having vertical pipe risers shalt have heat traps installed, on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line iocated as close as possibletothestoragetank: 13 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140•F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4 2 Water heating equipment. Water heating equipment installed in residential units shaft meet the minimum efficiencies of Table C4Q4.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4,4.2.1 Solarwater heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy "factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC.Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 13 ' R403.5 Mechanicai, ventilation (Mandatory). The building shall be provided with ventilation that meets the requirementsof the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403. 6 Heating and C Mandatory). The following sections are mandatory for cooling and heating equipment. R403. 6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculates! in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described) n Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403. 6.1.1 Cooling! equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load; but riot more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6; or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not the less than the calculated latent load 4J5/ 2017 10:03 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403 6 1.1 Cooling equipment capacity. (continued) The published value for AHRi total capacity is a nominal; rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection: shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperatureand the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. 1 When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403. 6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403. 6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403. 6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403. 6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2.; A variable capacity system sized for optimum performance during base load periods is utilized. R403. 7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and G404 of the Commercial Provisions in lieu of Section R403. R403. 8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403, 9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spaheaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403. 9.1.1 Gas and oii•fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency!of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired1by natural gas or LP gas shall not have continuously burning pilot lights. R403. 9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2; Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. i Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404. 1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or a minimumof 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405. 2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 4/ 5/2017 10:03 AM EnergyGauge® USA - FiaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4. I.1 AiR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUiGLEY ADDITION MJS O40517 Builder Name: Street: 134 CALABRIASPRINGS COVE Permit Office: City, State; Zip: iSANFORD, FL Permit Number. Owner. JOHN QUiGLEY Jurisdiction: Design location: ;FL, Sanford E COMPiONENT, CRITERIA CHECK - Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains'a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic ; The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Wails and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in i Substantial: contact and continuous alignment With the air barrier. Knee walls shall be sealed. Windows, skylights and doors{ The space between window/doorjambs and framing and skylights and ` framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space wails _ Where provided in lieu of floor insulation, insulation shall be permanently toattached the crawlspace walls. Exposed earth in unvented crawlspaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, Utility penetrations, and flue ,Shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation f Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting 1 Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in - exterior wails, or insulation that on installation readily conforms to available space shall extend'behind piping and wiring. Shower/tub on exterior wall I Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. NVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors, Page 1 of l4/5/2017 10:03 AM ' EnergyGauge® USA FlaRes2014 Section R405.4.1 Compliant Software Graphic Scale 0 15 30 60 1 Inch = 30 Feet N RECORD COPY N 8T 52' 41" W 81.11' 20' Drainage Eosment i N I I 1 I Proposed Gags Roan Addition Existing Residence Q I qrI I I 10' D.E. z J Ddto = 59°48' 06' R = 50.00' L = 5219' Calabria Springs Cove Iwo = 34°15' Is, R = 10.00' 9f 1-7A-P- PROVED PLAN Ok to install 186 square foot room as shown JOB,. on plan. Meets area and dimension regulations for Calabria Cove Planned E a. 5; ° Development. Addition shall not encroach into any easements. Builder: Site Plan For Quigley Residence Draftsman: SDA Certified Correct To: Revisions: The Quigley Residence 134 Calabria Springs Cove Sanford, FL Plat Book 60 Page 8-10 Parcel ID#: 32-19-30-5LY-0000-0150 Lot 15, Calabria Cove Notes: Section Township Range Owners Approval Date Seminole County, Florida Model: Addition Date: April 25, 2017 Scale: 1 "= 30, A Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: RECORD COPY This document has been electronically ( signed using a Digital Signature. Printed copies without an original signature must / be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 xwg J Florida Engineering Certificate of Authorization Number: 0 27 Florida Certificate of Product Approval 9 FL1999 4 r,E Page I of I Document ID:IWOA408-ZO725132259 ' Na. 7 Accu- Span Truss Company # 15908-/ QUIGLEY ADDITION -JOHN QUIGLEY -- 134 CALAB A SO INGS`PAI3 ' Florida Building Code 5th Edition (2014)Q,:F TPI- 2007(STD) Alpine SoftwarerVersion 15.01. +r, f0 The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 139 MPH ASCE 7-10 -Closed QUIGLEV Notes: 04/25/2017 1. Determination as to the suitability of these truss components for the William H.Krick 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 mast hatch the date shown 2400 Lake Orange Dr, Suite 150 on the individual truss conponent drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: 14015EC1-GBLLETIN- Ref Description Drawing# Date 1 90809--A1GE 17115171 04/25/17 2 90810--A1 17115172 04/25/17 3 90811--A1S 17115173 04/25/17 6P\\_ DING SANF0R FPAR It17_ 1328 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, o V0-/VlJIU T -1 IVIM—.JvnIN QUIULLY -- 114 CALACKIA JF'KING COVE SANFVKU, FL - Alut) - Value Set: 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing Bottom chord checked for 10.00 psf non -concurrent live load. requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss designed to support 8" maximum gable end overhang. 4X6 LA14 kH I ) 0- j 16-8-0 Over Continuous Support R=83 PLF U=24 PLF W=16-8-0 RL=9/-9 PLF Note: All P I'ates Are 2X4 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) R/6'QTY:1PLTTYP. Wave FT/RT=O%(O%)/10(0) 15 y.' FL/-/5/-/-/R/- WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3 i IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF Trusses require o ome are in fa ricaCing. M1antlling, sM1ipping,!"It,l ing and bracing. Refer to anollTrBC51c (BuiltlingbComponene Sa Taty Information, byTPI'antl WTCA) T Pecy Location D0708 ' vS TIC DL 7.0 PSFrsepraccicC PrlocperforminglcescTunceians. Inseallers sM1 II pr..ido Cempora ry b I", per SCSI. oDn less noted M1 cop chortl shallhhavc properM1yo at cacM1ed structural sM1 ing n a boct mcc ortl shall M1ave n prosiriy a i rigid ling. s wn Por parmanene latcrn al a of w bs a I I,— bracing In a tlap 83a e e i S BC DL 10.0 PSF a dBCSetionsB] or B^O.ss snoppllo Derwiso ply plaeoslC M1alae^ of eru tentl pos ieion as snown abo aoJointDetails, le tea [M1 Re Par co angs 160A-Z Torss da rtl place s e g AT O ° r BC LL 0.0 PSF AN ITW COMPANY Alpine, a iv lion of ITW Building Companancs Group Inc. sh esponsie lc for any tleviation Troll/ ng, any T ilura cl build the truss in can Tormancc with ANSI/TPlbl, or for M1andling, shipping. a stal laeion Aabraeing or erussas DI• • : ,..` V TOT. LD 37.0 PSF Aneoel on ihl• tlrering or cover peg° Ilse lnp ihl• Crering, Intll<etee eedptence oT profeeelonel enpinwrinR V 2400 Lake Orange Dr.. Suite 150 responslbll lty aololy Tor tha Eeslgn shorn. Tha sulteDlllty and use of this tlrer ing forNreaPyar — Bullding Designer par ANSI/ l 1 Sec.2. °^ Y strut ura Is ` A, Ap yp aw"1 ...iTr„ 1M` DUR. FAC. 1.25 Orlmdo,FL 32837 For mo ra I m ion thls Job's ganeral n s page a [halo web sascy.com; I NG 24. 0'IFLCOA90278ALPINE: www.alpincicw tom TPl wxw. cpinsc.org: Ill www.sbcindus ICC: www. ccsa P..org illiam H. Krick Lic. Number 70 61SPAC 4-6k3 Scale=.375"/Ft. REF R408-- 90809 DATE 04/25/17 DRW HCUSR408 17115171 HC-ENG JB/WHK SEQN- 35328 FROM MT JREF- 1WOA408_ZO7 L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15908-/QUIGLEY ADDITION -JOHN QUIGLEY -- 134 CALABRIA SPRING COVE SANFORD, FL THIS A1) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set '136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. t y R=691 U=196 W=7.625" RL=150/-150 4X6(R1) /// 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load 16-8-0 Over 2 Supports R=691 U=196 W=7.625" 3 ghgnnlMlO ry r Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0°k)/10(0) 15 •' `F/ 'QTY:5 FL/-/5/-/-/R/- Scale=.37511/Ft. WARN INGI-• READ AND FOLLOW ALL NOTES ON THIS DRAW NGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20. 0 PSF REF R408-- 90810 O AN ITW COMPANY U00 Lake Orange Dr., Suite 150 Orlando. FL 32S37 FL COA#0278 Trls[es regtluere c c eme arc in fa ric.cing. M1antlling, sM1ippimg, n tal iba abd b atibs. Ri tb an;fall a o. 708 1ofrBtSlc (BuildingbComponenc S.roty Inf..... i an. bysTPI lab WCA)rfor arc y .....l 4 pri z oaperrb rminq'e esa funcci... Installers sM1 II provides cempor ary b ing per BCSI. Unless bocce I,.&.yise r ig,dnc I.ng!In Locacpiobs sM1owntfor scruccu rntara sng aent oftw bsc tl sh-1.1 beve agp'^scall a p yNparmApplyt. 1p t . tib ad 8C6 ' = hbtlnns DD .: or DnO,`ssropplicth"*i,,, R pla[bs aoaw naiac^o f tru a^tl pb=ititln as =Hawn anwa tl o /. bJoine Details Ic cad [n Refer eo ings 160A-Z fors andartl Plato positions. S S AT O Alpine. a tliv s f ITW B... ing Components Group Inc. sM1 [ e esponsible Tor any tlIvi.ti rroti[ 1. , f• V Cga .••' + bg, an^ f .lure co build [nb truss in conformance wI_ ANSI/TPIb1, or for dandling, snippin ` iascnlnciobobracingorcrussas. A ...I bn tRl. dnwing ar bov.r P.W. I I.CIng -1. dr..Ing, Indbe .. ii—pt.... or p-T... 1-11 »g1n»ring n.. I,. roaponnlbl ncy nobly Tor cno d.slgn .b_. Tna .uit.bl I Ity and us. or chi. dr..ing ror any acZ nr. i. n / v'Y FALresponslbincyorU. Building Designer par All 1 SaC.2. bqT MIwnIP For more nrorma ion is Job's general n s page and th- weblit— orgALPINE: www.alpinc itcw.cbmf TPI `ww, cpibsc.arg; WTCA: www. try..am; ICC www. it-illiam H. Krick Lic. Number 70 TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37 .0 PSF DATE 04 /25/ 1 7 DRW Icusaaoa r711sn2 HC-ENG JB/WHK SEQN- 35316 DUR. FAC. 1 .25 FROM MT 61SPAC i NG 24.0" JREF- 1WOA408 ZO7 04/25/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1bVU8-/QUI6LEY AUDITION -JOHN QUIGLEY -- 134 CALABRIA SPRING COVE SANFORD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. See DWGS A14015ENC101014 & GBLLETIN1014 for more requirements. Truss designed to support 8" maximum gable end overhang. 3-%3 2X4 III FL - A1S) 2X4(Al) 2X4 lu 2X4 m I'1 -0-0J R=87 PLF U=25 PLF W=5-4-0 RL=4/-19 PLF 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 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. l PM H 7"4, H. Design Crit: FBC2014Res/TPI-2007(STD) ` PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 .•• `4/ ` TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. WARNING) " READ AND FOLLOW ALL NOTES ON THIS DRAWING) INPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' TC LL 20.0 PSF REF R408 - - 90811 a AN ITW COMPANY 2400 Lake 0mage Dr., Suite Li(I Orlondo,FL 72937 FL COA 90278 Trusses require ....... arc in fabricating, M1antlling. sM1 ipping, n tal ing antl b ing. Refor to r' Doper Fo rminglc woe Installers = I prev;tle t a p lrBC61c (Builtling Compon... Safc[y Informat;on, bysTPlla tl WTCA)rT c[y prattle fprl cop c s„all „nve 1p roperns empo rary bracing par BCS1. oUn less notetl tM1-w isLocationssoa<ea[hotl .vaeva 1 .M1 at„ing antl bo<e ai l „avc a properiy a }yy}NN r ig ishcealing. „ wn !or permanent la[era rest ain[ of w atlllsh... bracing In. e _atlVp BCoM1CCionsB3tlBTorB^O.scsn d cebltW'sApply placosl[e ...g, 16OA-Z for stanndtlaposiclon as s„own abocJolntOoeailsIc [etl o[hp Rofor co tlrawings 160A-Zo rtl plate pn"`Ions. Alp iv s f ITW Duiltl log Components Group Inc. sh esponsible l any tlevie[ion froti [ ng, any P iloro [o b Itl ehc truss in conforman ec with ANSI/TPIb1, or for Fa ntl l ng, sipping. e scallaU on 6abraoing of erussas. An...l on thl• dr..l g or e...r p.p. Ilat lip th 1. d—l-g. Indl..U. • Ispt.ne. oT prof... lon•I .nglnNr ing r..pon.I. my sol oly ror coo ao.lgn sno.n. Th. sul ulxl my .nd n.• or thlo d—Ing ror .ny .true ure 1. ch ro.pllcy or cna Bw ldi ng Oe.ignor per ANSI RPI 1 Sec.2. For m ion cc is job's gonorel n s page a Chese web Iecpinsc.org; WTCA: wary «y.el;m: IGG =..wwALPINE. www. no icw, .; TPl:s wwx n . org p + = 708 1 Z L t S AT O • Q, f '/V C f` ' {,,..•' p NI U O A N wgµnr tw*1W' illiam H. Krick Lic. Number 70 TIC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD . 37.0 PSF DATE 04 /25/ 1 7 DRW HCUSR408 17115173 HC-ENG JB/WHK S EQN - 35331 DUR. FAC. 1.25 FROM MT 61SPAC I NG 24.0" JREF- 1WOA408 Z07 04/25/2017 SUPPORT REPORT JOB DESCRIPTION: 159*08 WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# PROFILE Al 16.567 7.625 WALL 0.000 8.000 691 196 Al 16.667 7.625 WALL 16.031 8.000 691 196 A1GE 16.667 200.000 WALL 0.000 8.000 1383 400 A1S 5.333 64.000 WALL 0.000 8.000 464 133 a # 41 40 o ........... cfi lol?.. x z rn'. o, N O ] J W GaUe Stud Relirf orcemert DI liU S'CE 7-10 1401 mpkii1 Vind Speed, 15' Mean He'ught, Enclosed, Exposure C,, Kzt - LOO Or: Q10 mph, Wind Speed, 15' Mean Helight" GartliolVy Enclesil Exposure C, Kzt LLD or: lao rnph wind Speed" 15" Mean HeIIght" Enclosed" Exposure D, Kzt n LOD Or:. 100 mi nh, Wind Sneed, IlS" Mean Helinht„ portpa ly LncVosed,. Exocswre B,. Kzt _ 1.00 1:^ 'Specie'Specief, i:rr6, 9lra e Krace +w I> 2x4 "L' Brace w 2> 2x4 'IL" Brace " 1) BsG •'L" Brace x R), Rx6 'L' 3roce k Var oupy .4 Group B Group A Lnraup R Group A Sroup B raroup A Group B Group A Group B I_ 1 a1 G iI12 3' 71 7„ 7 W 71 a,, 11' D" 3" 10" a° 3" W 14' 0'' 14' 0' 14" 0" Q 1 1 II I 4 3 4' 1` 611 71 7„ 1", a, 61 a" 10" 10° 1" IO" 6" IT 4' 13, to., 94„ 0" 14„ 0` II _ p II Stu a 6" 7" 7' 0" 11" 6" 10" 10° fl"' 10" 13" 4"' 13` 10"' 14" 0' 14' a' d oro'a'ro 0 ' 1' 8" 6" 0" 7" 71 1" 1" 10" 1° IQ, 6"' 11" 10" 12' aw ll4" 0" 14" 0" y 111 4" 0` 7' 4' 7' E1' a, a- 9" 01 10' 4" 10" 9" IT am 14' 0' Il4" 0' 14' 0" S P 7„ 7' 11 7' 8" lIl"' In' 3" Ila` a" 13" 6" 14' 0" Il4" a" 14' 0" 1 03 11 4" 8"' 61 0° 6" 41' 7/1 11"' p' 61 10` 21 1T 7" 12" 5" 1:1' 4' fl4" D' 14" 0" D F _ Stuaal 1 4" p. 6" 0' 6" 4", 7" It' M" 61 IQ, 2° 10" 7" 12" 5"' IT 4" 14' 0" 14' a" Stana'ardl 4" ll" 51 3" 5' 7° 7` V 7' 6' 9" 6' 10 14' D' U 9t1 4 112 4" 11 8" 4' D" a"' 9' Ila" IF 3" IT a- 12" 2" 14' 3' 14' 0" 14' 0" 14' D" s) PF 4 4„ ", M. 1" 0„ ", 9, B", I00 I", 11' 7,> 12„ Il", D4„ 0„, 14' 0' 14' 0" ll4' 0' J1 I II F 4" 0" e" 1" v 9' a" 10" 11 11" 7" w 1" 14' 0" 14' 0" 14" a"' DC 0` Stan 'ar 4" W 61 111 7" 5"' d` 3r 91 W 11' 7' 12, 1'" 14' 0'' WV 14' D" 14' 0" 1" 8" a" 0" 9" 9' 11" 10' 4'" 11" 10, 12' 4` 14' 0' 24' V 14' a" 14' 0' q11' 4' It' 4' 0' a, 9' to* 10` 3" 11' 8" 12` 2' 14' 0' 14' 0' Il4" 0' 14' 0' 43 4° 9 7" 4" 7" 9. 9' 9" In, 2" 11' a• 12" 1" 14' 0"' 14' D' 14" 0' 14' 0" D F L TTAN 4" 9" 7' 4" r 9° 9' Sr Ila" 2" 11" a" 12' 1" Il4° 0"' Il4" D' Il4" a" 0° 5' Standard 4" p'" 6' .a" 61 10"' 8" 7" 9" 2` 11" 7" 12" 1'" 13" 61 W0' W0' 14" 0" 1 2 5" 5" 9" 2' 9" 6" 10, 10" i1" 3. 11' a, 13' 5' 14, a"' 14' D'' W D" 14' 0" rub S P F 431 51 1'" 9" 0" 9" 4" 10' S" III 1"' 12, 91 17 3` 14" 0' 14' 0" 14' 0" 14' 5' L3 LJ Stued 5" 1` 9' 0"' 9" 4" Ila" 8-11" 1" 12" 9" 13' 3" 14' D'' 14` D" 14' 0" 14' 0' fl I Stawdlrnrd 5" 1" R' 0' a" 6` 10' €r 11' 1" 12" 9" 13' 3' 14' a' 14' 0" 14` a" W0` Ili 5" D` 9" 3" 9" all 10" ti. 11' 4" 13" D' 13' 6' 14, a"' 14' 0' 14' 0" Il4' 0' 112 S" 5" 9" 2" 1 9" 6" 10" 10" 11" 3"' 12" 11"' 13" 5" 14' a" 14' D" 14` 0" 14' 0" 13 5" 3" 11' S" 9" 0" 10' 91 11" 2. 12" 10° 13" 4" 14' 0' 14' 0' 14' D' 14' G' u TJ F a tud' a" 5" 9" D" Ila` 9" 11" 'a'" Ilea` to 13' 4" 14' 0' W0" 14' 0` 14" a" S' tarn6ardl 5" 1"' 7" ;" i' 11" 9" 11" 10" 7' 12' 9" 13" 31 14' 0'14' 0' A' D' 14' 0" 3raeiing anraup Slplaelles ondl Gnradest Group Al: S r"Cil iril r Biii 41 We Stmndo42 Stud Ik3 Studrd 43 Standard Denua Vas Fi—Lorclh Southern 'Rune!!*. 43 i! 3 taStud Stud S; 11 Standard Group I kuemrFPr 01 S 3tr YN 1 Dou Ums FGr-larcWn So'utlhern Rinekkk nI ila M L itp 1x4 Braces nhoUl be SRB (Stress -Rated Board). kkror 1x4 So.. Rine use only lndustrual 55 or Irdustrlal 45 Stress -Mated Boards, Groups R volues na be used with these grades. bablie Ill El No ti VBind load de€lectlion criterion Its IL/p4CL Rrovlde upilift connections For 55 plf over Contlinuous lai ing (5 psf 1IL Dead (Load).. Gable erd supparts land Froms 4` 0"' outloo'kers with 2" 0' or IR' plywood overhang. Attach '"L' braces with ©d (0,120''x3.®` mlr) nails. 1 Ie -- AVxout I G. U. Tiruss 41 X For (D) 'l" bracer spore nails tit 2' o.c. 1 In IS' erd zones and 4' o.c, between zores, iDlap,onm! brae:e evpxkionr X'For ( R) "'L' Braces: space rills at 3"' o.E., in III, era zones and 6" o.c.. between zones. vertca! Ierx- th ray 'bie daub9ed when d1cgoral 1Gw "IL" Ibradir® m rast be a mnllninuurn of ltDd of web brace s a.sed I anrc'ct: - rtt€mnlber length,. iiapan V brace i rr 4 04 t mt ear, ir,,d,. 11za ° wc(; ';II Gale Vertical Nate Sizes race total k rngpth, III Il4`. Vertical V_en . tkn No S lG e 13r V fi R or less than 4` 0"' 1x4 or RX3 cti[c ala.egmoVmdlr ` nreater thorn 41 BT" 3x4 V r " isai U! -ih' ,hnwan r,raceD i Im t." bar aaove-. ,. ur tiauw4;r0 gutIrlF 4;n' ( a s'lnCuwnL at Refer to cannon truss desVgn for 1 tagyp= n erd', - Peak, spll'ee" and heel plates. artinuau.u 93 Af tflRNrntrb / c . ! r<, r. a. Y j IF' L1 eFer to tine 3l,uIding Desl'gyrer for conditions yy?t 1 (7 I up,:;IIF J z v-!"=r l nJ w,,,1, Peter to Chart above 2gc'" 1ir04Ie / . a length, not addressed ®y tN:ils de'tauU„ iii-wo4ftw4- ii,WAD AND Vim! -I]V A1- mains IN iUIC 11RAVIm 3 O 1 \GS REF ASC[7-10-GAR14015 41Hi A4UVIAMM" IFNIC mAtAVIN( aU All CIm511 i 11m2C INCi UiDING IW INVAI_IEpS. ` • y • % 1 d t e@ t F h i'r r nlsf - II pl G. ilhl y ' J I Ill\ l \11111I ' gr 't z !F 11a 4 a _, @ k N4Y ! [ 1V !! 'I1B- 1( y!nWa@r iFI Ir.- J F-e' tu@ u dku. F 7G.! r< ka tEl-.t mmtmMCp tl.kh,dl'y, tca.t@taVa• d ndC`n t,a. ntu@d' k -iahtteN dV ie. I§ e@to o: j w rl @ Aa • `c 7E 90O01/ Il4 r 0. V IvV re Enttn 1—d DRG A14015EV CWy .G14 n ptp I d ILtk - Fr@t... @ttnaI am SD it Ill V 11 i . D ;pJT01,10n, d1 rI! Va if p €o to C m r@at it—pnslta ar •. r nrtlFi'v Z ( VinNw wl @ r g x r r wars mr tra r ta.Fcrr n e +. S1B 1 a, ar mar i@ darns hlppGr. .•. .•Xn 4f4412t. Tf®fi. LD, 60 PS t !J tlit,n A a0 on fast dr Wuna or o form IrKtW}1 tha- drim.4a, fwdreota ar—ptanae ofit—f—ii .......... 13, 23 Riverport Drive er.,,eneerr.sp —Pa JM14ty rdri i tl+e Cli rh.— the xuatilibi e!d u!!e of 1i ehi it. 200 For »ny li the e2rm Tatty F tNc IDWIdI.,ry b—ii er per ANSUIPI 1 Sec.7. r Maryland Heights, MO 63043 f F YI'u: e 1 - to J.W. s;-1—t a — ly@6, —d thege co drles: qrC /HHt%% I ( SPACING B'i 14 Ai> I.N w w,.@lptlrrFli r—b it l ume.tpl—t.—g.J; SJELA. wr..,dk: Irknuvtry.arinl; IZCe w..1"..l Y.ax'p 9 04/25/2017 J T ReinfoMemk Go Tr Dab e Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plotes overlap, use a to that covers the total area of lopped plotes to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails: IOd Common (0,148'x 3.',min) Nails at 4' cc, plus 4) nails in the top and bottom chords. Toenailed Nails: IDo Common (0.148"x3",min) Toenails at 4' o.c. plus 14) toenails in -the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 413030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A16015ENC101014, A20015ENC101014, A20015EN 101014, A20015PED101014, A)1530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC]01014, A18030ENC10I014, A20030ENC101D14, A20030END101014, A20030PED101014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC1001315, S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENC100815, S14D30ENC100815, S16030ENC100815, S18030ENC10OB15, S20030ENC100615, S20030END100815, S20030PED100815 See appropriate Alpine gable detail for maximum unrein For WAtKbte vertical length. prrggqy T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe - nail - r - End -nail To convert from "L' to 'T' reinforcing members, mul tipty 'T' increase by length (based on appropriate Alpine gable detail). Maximum atlowable '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 Y. Example: 7. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 1!3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Goble Vertical Length 1. 30 x 8' 7' = 11' 2' T' Reinf. Mbr. Size T" Increase 2x4 30 2x6 20 WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWINGI k- \, T IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.`# \ •• ,` w•. REF LET -IN VERT Trusses require extreme core in Fabricating, handling, shipping, Installing and bracing. Refer to \{G' follow the latest edition of BCS7 (Building Component Safety information, by TPI and SBCA) For s fe p + _ DATE 10/01/14 G / \ pro dices prior to per Forming these functions. Installers shall provide temporary bracing per Dc . 708 i Unless noted otherwise, top chard shall have properly attached st-t-at sheathing and bottom W d . DRWG GBLLETIN1014 shallhoveopropertyatrigidceiling. Locations shown For permanent lateral restraint o£ I FI 11 jj shall have bracing installed per BCSI sections the J or Details, asunless o Apply plates to each f F' • ; IL III IIJII\\\VJII of truss and position as shown above and on the Joint Details, unless noted otherwise. • C O Refertodrawings160A-Z for standard plate positions, a7 AN W COMPANY Alpine, o division of ITW Building Components Group Inc. sholl not be responsible for any deviation {p . • nF this Growing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, • ^ •i Q nstallntian a bracing of tr .ses. 0,\ .. t MAX. TNT LD. 60 PSE A seat on this drawing or cover page listing this drawing, indicotes acceptance of professional )........•w• r r 13723RiverportDriveengineeringresponsibilitysolelyforthedesignshown. The sultoblllty and use of this drawing S•0 .AI' DUR. r AC ANY Suite 200 For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. *r li/i W p\\1" Maryland Heights, MO 63043 For n re information s e this job's general notes page and these web sites: •fyp IHgUp r ALPINEww.aaheitw.com; TPI:ewww.tpinst,org; SBCA: w w.sbcindustry.org; ICC: w saFe.orgnt, AX. SPACING 24,0 04/ 25/2017 41 Job M QUIGLEY ADDITION Performed by ENERGYCALCS.NET for: QUIGLEY 134 CALABRIA SPRINGS COVE SANFORD,FL RECORD COPY Level 1 JOHN QUIGLEY ENERGYCALCS.NET INC 267 DELEON RD DEBARY, FL 32713 Phone:386-775-0908 WWW.ENERGYCALCSFL.NET MAGGIECENERGYC U 1 7 - 1 3 2 8 Scale: 1 : 102 Page 1 Right-Sui teS Universal 2017 17.0.21 RSU19553 2017-Apr-05 10:06:54 QUIGLEY ADDITION MJS O40517 Building Analysis Job: QUIGLEY ADDITION w rightsof " g y Date: Apr 05, 2017 Entire House By: ENERGYCALCS.NET JOHN QUIGLEY C..'., '..fis-r it'.bn`$:'^- ,.w .w,M'-ts. ^*"---''x' '" s, v"""a.9,,.,., w•` "'- Proect Information a.^ For: QUIGLEY 134 CALABRIA SPRINGS COVE, SANFORD, FL e Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 ( M ) Method Simplified Aktbulb ( OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 y: H:eatln 1 TME-3111.- r ' Component Btuh/f Btuh of load Walls 3.4 4947 21.0 Glazing 31.1 5937 25.2 Doors 11.3 245 1.0 Ceilings 0.9 1417 6.0 Floors 3.1 4777 20.3 Infiltration 1.9 2520 10.7 Ducts 3675 15.6 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 23519 100.0 Component Btu h/11 Btuhof load Walls 2.2 3261 12.0 Glazing 40.1 7658 28.1 Doors 12.1 261 1.0 Ceilings 1.7 2657 9.7 Floors 0 0 0 Infiltration 0.6 820 3.0 Ducts 5248 19.2 Ventilation 0 0 Internal gains 7380 27.0 Blower 0 0 Adjustments 0 Total 1 1 272861 100.0 Latent Cooling Load = 3193 Btuh Overall U-value =0.125 Btuh/ft2-OF Data entries checked. Other Oai I i ngs k" 107 2017- Apr-05 10:06:43 rF wriightsoft" Right -Suite® Universal 2017 17.0.21 RSU19553 page 1 t ... dward0ownloadslOUIGLEY ADDITION MJS O40517.rup Calc = MJ8 Front Door faces: S I] wrightsoft° Project Summary Entire House JOHN QUIGLEY Job: QUIGLEY ADDITION Date: Apr 05, 2017 By: ENERGYCALCS.NET ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License... For.- QUIGLEY 134 CALABRIA SPRINGS COVE, SANFORD, FL Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 19844 Btuh Ducts 3675 Btuh Central vent (0 cfm) 0 Btuh none) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 23519 Btuh Simplified Average 0 Heating Cooling Area (ft 1557 1557 Volume (ft) 12456 12456 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 79 42 Heating Equipment Summary Make EXISTING Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point= 0 OF Backup: 8.5 HSPF 33000 Btu h @ 47° F 29 0 1050 cfm 0.045 cfm/Btuh 0.50 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22038 Btuh Ducts 5248 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipmenf sensible load 27286 Btuh Latent Cooling Equipment Load Sizing Structure 2291 Btuh Ducts 902 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3193 Btuh Equipment total load 30479 Btuh Req. total capacity at 0.91 SHR 2.5 ton Cooling Equipment Summary Make EXISTING Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER 30940 Btuh 3060 Btuh 34000 Btuh 1050 cfm 0.038 cfm/Btuh 0.50 in H2O 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofr, 2017-Apr-0510:06:44 Right-Suite®Universal 2017 17.0.21 RSU19553 Page 1 ACC* ... dward\Downloads\QUIGLEY ADDITION MJS 040517.rup Calc = MJ8 Front Door faces: S Manual S Compliance Report Job: QUIGLEY ADDITION wrightsoft Date: Apr 05, 2017 Entire House By: ENERGYCALCS.NET JOHN QUIGLEY For: QUIGLEY 134 CALABRIA SPRINGS COVE, SANFORD, FL 3"rs• .• r.+x,., a! .a ,.<". &uxtaax t.M`4;m,. _ xn.,a .. r. ,a'k. Design Conditions Outdoor design DB: 93.0°F Sensible gain: 27286 Btuh Outdoor design WB: 75.2°F Latent gain: 3193 Btuh Indoor design DB: 75.0°F Total gain: 30479 Btuh Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: EXISTING Model: Actual airflow: 1050 cfm Sensible capacity: 30800 Btuh 1131/o of load Latent capacity: 3200 Btuh 100% of load Total capacity: 34000 Btuh 112% of load SHR: 91% Entering coil DB: 76.4°F Entering coil WB: 63.2°F e_ Heating Equiprnent .. a. ,'.._,r. .5 .n. 4 ''`„ :z .as.. '4€, `,•a,-zaFa..: a ,w>x,.:.. ... G. .s.w',..i ''fu .,.. .'i. , . ...aa. . - ...e kux A.. Design Conditions Outdoor design DB: 40.9°F Heat loss: 23519 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: EXISTING Model: Actual airflow: 1050 cfm Output capacity: 33000 Btuh 140% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 0 kW 0% of load Temp. rise Meets are all requirements of ACCA Manual S. 0 OF Entering coil DB: 69.5°F Capacity balance: 0 OF Economic balance: 0 OF 2017-Apr-05 10:06:44 A wrightSOft` Right -Suite® Universal 2017 17.0.21 RSU19553 Page 1 X& ...dwardftDownloads\QUIGLEY ADDITION MJS 040517.rup Calc = MJ8 Front Door faces: S Wr iDuct System Summary Job: QUIGLEY ADDITION Soft* Date: Apr 05,2017 Entire House By: ENERGYCALCS.NET JOHN QUIGLEY ENERGYCALCS.NET INC 267 DELEAN RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: WWW.ENERGYCALCSFL.NET License... 1 , t," . .§ic,' m ` p. _ tr^s t '' o ` ,..- - Pr o ectlnformatlon ed_._a'e.0 3v.',..-i,,.:. s.:..a .rss.A..'..7.i"+"." ' For: QUIGLEY 134 CALABRIA SPRINGS COVE, SANFORD, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.316 / 0.184 in H2O 0.295 in/100ft 1050 cfm 169 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.316 / 0.184 in H2O 0.295 in/100ft 1050 cfm Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Mat Ln (ft) Ln (ft) Trunk CRAFT ROOM h 4390 196 150 0.295 8.0 Ox 0 VIFx 37.0 70.0 EXISTING c 5846 213 225 0 0 Ox 0 VIFx 0 0 EXISTING -A c 5846 213 225 0 0 Ox 0 VIFx 0 0 EXISTING-8 c 5846 213 225 0 0 Ox 0 VIFx 0 0 EXISTING-E C 5846 213 225 0 0 Ox 0 VIFx 0 0 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mall Trunk rbl Ox 0 196 150 62.4 0.295 359 10.0 Ox 0 VIFx rb2 Ox 0 854 900 0 0 0 0 Ox 0 VIFx Soldltalic values have been manually overridden 2017-Apr-05 10:06:44 r wright$0ft' Right -Suite® Universal 2017 17.0.21 RSU19553 Page 1 dward\Downloads\QUIGLEY ADDITION MJS O40517.rup Calc = MJ8 Front Door faces: S A.- `` RECORD COPY Permit # Project Location Address (A \ ok z-c Form Lo/nc SANFORD OFPA yc 00(: 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 Sliding Sectional Roll U Automatic Other 2. Windows Single Hun K u Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # includingdecimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Ct;2Y' tJ - 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 )b Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 5 71, BCIS Home Log In I User Registration Hot Topics '.. Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links Search Florida q Product Approval ti - .USER: Public User Ed:tt7}tU%n Product Approval Menu > Product or Application Search > Application List > Application Detail MIN_ FL # FL15217-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15217 R4 COI FLCOI.Ddf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 5/26/2017 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page FL # Model, Number or Name 15217.1 1 SERIES 5500 PVC SH Method 1 Option D 06/25/2015 06/30/2015 07/06/2015 08/19/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 0 Pagel/ 20 0 Description SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL 84X84 Installation Instructions FL15217 R4 II 08-01928A.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15217 R4 AE 512636A.0f Created by Independent Third Party: Yes 15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01927A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512635A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.3 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02719.1)df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513503.1)df PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00261E.pdf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00262E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 R4 AE 510338C.Ddf Created by Independent Third Party: Yes 15217.5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01331B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 511943C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15217.6 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00265E.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00266E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510340D.odf Created by Independent Third Party: Yes 15217.7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01217B.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/26/2017 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes FL15217 R4 II 08-01218B.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511797C.pdf Created by Independent Third Party: Yes 15217.8 SERIESSERIES GA 195 ALUMINUM TRIPLE SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02247A.pdf Approved for use outside HVHZ: Yes Verified By: LUIS ROBERTO LOMAS 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512967A.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00255D.pdf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00256D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510335D.pdf Created by Independent Third Party: Yes 15217.10 SERIES GA 195 ALUMINUM TWIN H SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 105 3/8X71 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00049D.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00108D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510053D.pdf Created by Independent Third Party: Yes 15217.11 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00815D.pdf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00816D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511360C.pdf Created by Independent Third Party: Yes 15217.12 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 55 1/8X90 5/8 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02735.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513519.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.13 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02715.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513497.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.14 SERIESIBROKENGA 275 THERM LLY I SERIES 36X60 GA 275ESS THERMALLY BROKEN ALUMINUM SH NI Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15217 R4 II 08-02720.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/26/2017 Florida Building Code Online Page 4 of 5 Other: REFER PRESSURE RATINGS. O PPROVAL DOCUMENT FOR DESIGN FL15217 R4 AEICreatedbyIndependenOt Third Party: Yes 15217.15 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X72 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02721.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513505.1)df PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.16 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02722.1)df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513506.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.17 SERIES GA 275 THERMALLY BROKEN ALUMINUM TWIN SH SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN SH NI 88 1/2X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00817D.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00818D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511361C.Ddf Created by Independent Third Party: Yes 15217.18 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02723.1)df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513507.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.19 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02724.1)df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513508.1)df PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.20 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 53 1/2X71 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02725.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513509.1)df PRESSURE RATINGS. Created by Independent Third Party: Yes Go to Page = Back Next 10 0 Pagel/ 20 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 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 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 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 here . Product Approval Accepts: 0 IR-i07 eCneii M http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1Q... 5/26/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 9. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10. FRAME MATERIAL: ALUMINUM 5063—T5. 11. UNITS MUST BE GLAZED PER ASTM E1300-04. 12. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 13.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 14. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCRIPTION DATE I PPROVED REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 05/04/15 R.L. 15. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. ALL FASTENERS TO BE CORROSION RESISTANT. 17. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION AND CHARTS 3 — 5 INSTALLATION DETAILS SIGNED: 0610312015 MI WINDO WS AR DB DOORS LLC11L/0 CARROLLTON TEXAS 75006 y,•vNG Mg SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON —IMPACT NOTES 551 0,. TAT OF Ojt1OP N Sj0MAl1ENG\ DRAWN: DWG NO. REV 012170F B SCALE NITSDATE 02/17/201108 SHEET 5 54" MAX FRAME WIDTH 6" MAX 12" MAX O.C. 6" MAX 6" MAX I 16" MAX O.C. L 72" MAX FRAME HEIGHT T- 6" MAX ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 47.2/-50.OPSF NONE ANCHORS TO BE EQUALLY SPACED SEE ANCHOR CHARTS FOR REQUIRED NUMBER OF ANCHORS REVISIONS DESCRIPTION REVISED NAME REVISED INSTALLATION DETAILS Design pressures for units glazed with IGU3/32" annealed (psf) Frame Frame width (in) Height 19.13 26.50 30.50 37.00 52. 13L48.3 00 in) Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Neg 26.00 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 75.0 38.38 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 53.3 53.3 53.3 50.63 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 53.5 53.5 53.5 54.63 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 53.4 53.4 53.4 62.00 60.0 75.0 60.0 75.0 60.0 75.0 60.0 70.8 51.1 51.172.00 60.0 75.0 60.0 75.0 60.0 73.960.0 61.6 42.9 42.9 42.9 in areas wnere water resrscance Is requiru, PosnVe uea'yn preen ure n nm neu ry +wu.vrar Design pressures for units glazed with IGU 1/8" annealed (psf) Frame Frame width (in) Height 19.13 26.50 30.50 37.00 1 52.13 54.00 in) Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 26. 00 60.0 75.0 60.0 75.0 60.0 75.D 60.0 75.0 60.0 75.0 60.0 75.0 38. 38 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 50. 63 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 64.9 58.5 F 54. 63 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 58.2 61.7 55.5 58.8 62. 00 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 53.9 57.1 51.3 54.3 72. 00 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 49.8 52.7 47.2 50.0 Number of anchors required Unit width(in) 19. 13 Head Jamb 26. 50 Head Jamb 30. 50 Head Jamb 37. 00 Head Jamb 52. 13 Head Jamb 54. 00 Head Jamb 2 2 3 2 3 2 3 2 5 3 EFrame23333333542 3 3 3 3 4 3 4 5 5 2 3 3 3 3 4 3 4 5 5 2 4 3 4 3 4 3 5 5 5 2 4 3 5 3 5 3 6 5 6 5 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS DRAWN: DWG NO. F. A. 08-01 217 SCALE NTS IDATE 02/17/2011 1SHEET OF 5 DATE APPROVED 10/ 15/13 R.L. 05/ 04/15 R.L. SIGNED: 0610312015 5 R I11/O i//// GElJS 9tn 0, 6)251 TATEOF R- B pF 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT 1/4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE 8 WOOD SCREW EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 7/16" M EDGE DISTANCE 8 WOOD SCREW REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R.L. B REVISED INSTALLATION DETAILS 05/04/15 R.L. T 1/4" MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF WOOD FRAMING EXTERIOR BACKER ROD APPROVED SEALANT OR 2X BUCK BACKER ROD BY OTHERS & APPROVED APPROVED SEALANT SEALANT WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON -IMPACT INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-01217 SCPLE NTS DATE 02/17/2011 1SHEET3 OF 5 SIGNED: 0610312015 J\ 1\1 1.. fo/X1i/ ir, E6 2N q TAT 5, REV % O' nF• (ORIOP• i' e ,zO/ NALG\ 5/8" MIN ` EDGE DISTANCE I_ 1 /4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT 8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED BACKER ROD SEALANT APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL :: STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION DATE 11 PPROVED REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 05/04/15 R.L. 1 /4" MAX. SHIM SPACE 8 SMS OR INTERIOR SELF DRILLING SCREWS 5/8" MIN. EDGE DISTANCE T EXTERIOR METAL BACKER ROD STRUCTURE APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0610312015 MI WINDOWS ANDARDB DOORS LLC Ft 11L10 RD.\\, Y JS CARROLLTON TEXAS 75006 v GEAlq py61251 *= SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON -IMPACT lr INSTALLATION DETAILS`,• STATE OF O R\10't" DRAWN: DWG NO REV 08-5012470E B GALE NT$ DATE 02/17/201 5 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL IX BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE C 1 1/4" MIN. EMBEDMENT 1/4" MAX. _ SHIM SPACE 16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX. 1IM SPACE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE I CONCRETE/MASONRY BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R.L. B REVISED INSTALLATION DETAILS 05/04/15 R.L. 1/4" MAX. SHIM SPACE v v v • EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL INTERIOR CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-01 217 SCALE NT$ IDATE 02/17/2011 1SHEET OF 5 SIGNED: 0610312015 Florida Building Code Online Page 1 of 2 KIS Home Log In I User Registration Hot Topics j Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map j Links I ,Search Florida Product Approval P r @USER: Public User SmJ Rxw z. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Cl Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R10 COI 2016 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah1 g07CSsoy... 5/26/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.1)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 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 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 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 here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahI gO7CSsoy... 5/26/2017 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 51h Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1131 Certificate o/Authorization #9503 FBC NON-HVHZ EVALUATION FLs444-R10 Revision 11: 12/08/2016 Page 2 of 12 iQ0TRINITY; ERD 4. PRODUCT' DESCRIPTION: 4.1 CT20'-, X1-- 25, Xr- 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'"", BelmontTM, Carriage House Shangle®, Grand Manor Shangle®, Landmark TM, Landmark'"" IR, Landmark TM Pro, Landmark TM Premium, Landmark'"" TL, Landmark TM Solaris and Landmark'"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'm, Presidential Shake'" IR, Presidential Shake TUm and Presidential Solaris'"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras—, Highland Slate'" and Highland Slate'"" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"", Shadow Ridge TM, Cedar CreStTM, Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (Volt =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Volt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. EN6LISH 12" 12" 12" r-(305 mm)-•-+-(305 mmj (305 mm){ 1 (25 mm) Sealant V. 25 mm) 5 s/a" (145 mm) 5 112" lot Norwood Plant T METRIC T 1.- 1311a" .- 1311a" 131/a" 1"(25 mm) — Sealant 1" (25 mm) 61/a" T Figure 1 / ?: Use -four nails for every full shingle. Use four nails and sLx spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I to Rooting Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 114- Use four nails and sir spots ofasphall cement on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20TM, XT'"' 25, XTT"' 30, XT'"' 30 IR: Cut Shingles 1 t I+ -I - 2" (50 mm) Remove 25 mm)I 1 f! — — 1! — _ I! _ _ II V __ _II 12" Cap Cap Cap '305 mm) Shingle Shingle Shingle l Figure 11-24: Cut tabs, then trim back to make cap shingles English dimensions shown). j12" (305 rnm) 5 `,, Vk\\ Figure 11.25.Installation of caps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certificote ojAuthorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 TRINITY j ERD 6.5 ARCdDIA :. LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 nmm) from edge of shingle. ,asphalt rooting cement meeting ASTN 1) 4586 Type 11 is suggested. f i' i25 mm3 1't25 mml y Nail Line Nail Nail Line f 1' (25 mm) 1' (25 mm) —. Figwre 2: Use six- uails.1br enerrfdl sbhkg1e. U30 FFgure.3: Use six units and fintr spots (f'"aphult rogjii {q cement on stet)) slopes. 6.5.1 Hip & Ridge for Arcadia•": Cedar Crest", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. mm} y_ ( 305 ll irl _ - Z03 ' 1 I__ Hand -sealing adhesive 4" 114" - — 3/4" — +- -*— 1" Dab of asphalt cement between shingle Layers 1 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 TRINITY ERD 6.6 BELIVtONT'""' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement'* for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. Sa 16mm1 v Additional nails it required. a! 5/8' (16 nn) I' See below_ Asphalt roofing cement meeting ASTNI D4586 Type 11 is suggested. 1' (25 nun) Roofing Cemenl •------' 6.6.1 Hip & Ridge for Belmont'': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge 12' Remove This Tape Figure 17-18. Sbangle" Ridge. 18` Exposure Remove tape from the right side 1 ` 8° and fasten r "] SECOND Fasten thef' I . left side 85/8, RIGHT FIRST j LEFT Figure 17-19: Installation ofSbangleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE $HANGLE®'AND GRAND MANOWS'HANGLE®: ` LOW AND STEEP SLOPE STANDARD SLOPE Use live nails for every full Shangle. 25 mm) I (25 mm) 5t8" 8 5/8" 16 mm) (220 mm) 7gure /7- 3 hu fiar, nailsfir ever fill Grand Alanor Sbewgle. Can• iage /Ionise Shangle; or Centennial Slala. QOTRINITYIERD Use seven nails and three spots of asphalt roofing cement for every full Crand Manor Shangle. Use five nails and three spots of asphalt roofing cement for even, full Carriage (louse Shangle and Centennial Slate: Apply asphalt roofing cement 1' (25 nun) from cYlge of shingle Nlgure 17-5). Asphalt roofing cement meeting WIAI U4580 7t1tc 11 is sug;ested. 1" 16 mm) I I 25 mm) 38 mm) of IasS . —(25 25nun) I 58 /8" 220 mm) Figure 17 5: Wben installing Grand Jlanor Sbangles on sleep slopes, use, seven nails and ibree spots ofaspball roofing cemerlL Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles TTM4 TM LANDNARKTM-, LAN[)MARKTM IR° LANDMARK,7 ;PRO ;LANDNIM AN %1RKr ,PREMIUM; LDMARKTL;<LANDMARK . r SOLARIS, LANDMARK' m' SOLARIS IR NORTHGATE: V",` LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)---( 375 mm)— (305 mm)--- L I 1 ( 25 mm) Release Tape 1' (25 mm) - I — 11r1' NailableT Area FA LANDMARK TL NorthGate: 131/2" 13" 131/2" 1--(343mm)-- —(330 mm)-- --(343 mm)---j 1" (25 mm) 1" (25 mm)—I -- I FF, Fignae 13 4: 14wfour waits forerei.j fiell sbig1e. t10E NAIL 1G 12" 14 V4' 12, A -Rea 1- ( 305 mm) (375 mm) -- , (305 mm) +I Aaiing Limdts ete 1' (25mm) Uppernallie 1" (25mm)- tower nail Ins( ) Naling areas for low and standard slopes (from 2:12 to 21:121 Nal bah -moo upper 8Liner {Boas as &)own above. Exterior Research and Design, I.I.C. Certificate of Authorization # 9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532. 09.05-R31 FL5444-R10 Revision 11: 12/ 08/2016 Page 7 of 12 Id 9 TRINI1Y'ERD STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every fill] LANDMARK TL laminated shingle. Sete below. Asphalt roofing cement should meet ASTM D4596 71-pe 11. Apply I" spots of asphalt roofing cement unde 131`/)" •t 13" 131/2'" each corner and at about 12" to 13' in from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS + 1 `(25 mm) 1"(25 min)- 305 n1m) (375 mm) (305 mm) 1'` j I— 1 25mm) ---- (25 mm) 1 i25 rm —' I ) Release Tape 1 '(25 mm) Nail Area . For'Steep-f Figure 1-1S Use six nads;uridfour sprits of aspbdt roofing cer t on steep slop 25mm) I • - (25 mm Rooling Cement NorthGate: STEEP 12" 14-3W' 12" Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing: Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark TM, Landmark TM IR, Landmark TM Pro, Landmark TM Premium, Landmark'"" TL, Landmark TM Solaris, Landmark•" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge TM or NothGate Accessory 12" 97/8, 305mm) ( 250mri) 6 15/ 1G ti' 150mm) ( 150m"m) (125mm) I (125mm) Notch for Notch for Centering Centering 12 i 131/4" 305mm) ' ( 337mm) Notches for Alignment to Notches for Alignment to the Top Edge of the Previous 7 the Top" Edge of the Previous 75 /8" Cap for5" (125mm) Exposure (180mm) Capfor55/8"(141mm) Exposure (1(96m) L English Dimension Metric Dimension Shadow RidgeTM Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 tzsu,t,r 4-IS16",125iv.e Certen g Nrich 131;4" t337 mm} Align these l r't.h" to top edge tat ifPe'e101i5 f115ri9 NorthGate Ridge JTRINITY, ERD 13 1/8" 333 mm)-- 4--6 5(8"-11-6 5/8" ` 168 mm) 168 mm Centering 13 t/4" Notch 337 mm) ' Align these 7 5/8" notches to top (194 mm) edge of previous course. NorthGate Accessory 30...... Laying Notch f' I F'igare 13-20. Uselaysngnotches to centersbirigles on bips'and ridges, and to locate the correct exposure; 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. 1 /4' 40" 1016 mm) NOTE. Apply nails on painted guid 14 1/4" 362 mm) I Figure M--6. Fastening Prmidenhal mid Presidential TL Shake slrtngles on Cow and standardsh es. I ERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diarneter spots of asphalt.roofing-cement•under each shingle tab. After applying :5 nails in between the: nailing guide lines, apply, 4 nails 1' above tab cutouts making certain tabs of overlying shingle cover nails. 1 1' diarrleter asphalt roofing cement Figure 16-7.• Fastening- Presidential and.Presideniiat T/L Shake sbusgles on steep slopes, 6.9.1 Hip & Ridee for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'', Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles canoe used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from, the bottom edge of the "tooth," Fasten each accessory with two fas- teners. The fasteners must be 13%4:"' long or longer; so they penetrate either 3/4" into the deck or completely through the deck. Presidential, accessory comes in hvo different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'"^, Cedar Crest'"" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: FlgurC 15-3. retsienhkg, HAtleras Sbingles on on, erld 8(rnrr aret'vopes for tow and standard slopes, use rive nails for each (till Hatteras shingle as ho 71;lme. z 25 r rm} IS mm}- F;gnfe 1$-1, fi,,ve g llrtttrrnx Shingles on SI rPAtm" hor steep slopm Usefirenails anal eight spotsof atsp6alt roorm, cement for eattrintl nanerss shingle ns shown above, Applg Y 25non) deadlier sIBNs of roofing cement G%Yr,%l D 4i86 N)e Il sug,esleU on( ler emir 1A) corner, press shingle into place; do not es pow cement. CAUTION: Too mach roofing conent mo cause shingles to litlsice. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certificate of Authorizotion# 9503 FBC NON-HVHZ EVALUATION FL5444-R30 Revision 11: 12/ 08/2016 Page 10 of 12 6.10.1 • Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three piece, units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 01 230 mM I I I Fa er g^ 1 g„ (460 ram)!.i eti i----I--- i8" (203In aes2 ml 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.: Cut Hatteras shingles to make rover cap. Figure 15-21: installation of caps along hips and.ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND SLATE"" IR ' LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement" for each Rsomml ZOmn) zx.mt 23ofull Highland Slate shingle. For mama -Dade, SiX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab r— pstmml .slmmi—.{ — corner. Asphalt roofing cement meedngAS111I D4536 Type [i is suggested. Miami - Dade requires SIX nails (two nails iraJlad Over cents, . Zbo as shavnj. Mama Dads regw- SIX nals (two na"a instated over center aAat es sho-.n Figure 11 •,3: Use FN6 nails for etxTy Highland slak, sbinglc. Figure II -3A: Use RIT nabs and eight spots of a"plxdt roofing cement under eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate'", Highland Slater" IR: Refer to instructions herein for Cedar CreStTM, Cedar CreStTM IR or Shangle Ridge,"" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FEIC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 QOTRINITYIERD 6.12 LOW AND STANDARD SLOPE STEEP SLOPE lice 1C71`R halls for et=elir full Shiiloit' Iocsifed its shown helots. lise FOG? nails and four stools of asphalt roofing cement lot every full shingle its shown below. Asphalt roofing cement meeting AS'f 11 04586 Type 11 is suggested. Apple 1"(35 nun) sp ols of asplIA( roofing Sealant Cement its Shown. J CAUTION: Rzcessive use of roofing ceinent can cause shingles to blister. 6-113 + 1' (25 mm) t" (25 mmj--: 056 Iw 131J$' r t3t8 —i— i3-1,9• Minim) iB3am1 (Mmm) 9-1i9• -- t' (75 mm) 1•,unywf f- Roolinp Cement- If i2-1r8'_ - t:rU9' + '2•in' 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest— IR, Shadow Ridge'", NorthGate or Shangle Ridge'' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1131 Certificate ojAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 CITY OF SANFORD BUILDING & FIRE PREVENTION XA PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: %koo t Svc,/ 1i 1 / Lc Tu2.- c i is Plan Review Contact Person: Title: Phone: Fax: Email: rl Property Owner Information Name J 0l C Phone: Street: C /q L_)+J3y4 f'JK -S C Resident of property?: C City, State Zip: I` llyigm ti 0 `(' k,/zkes Contractor Information c Name r Phone: , CD_73 A - q2!?Q_ Street: Fax: Ylr/, %36. 3&1;e City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida. Building Code Revised: June 30, 2015 Permit Application rA NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 11 V 3 17 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID P int C ractor/Agen ' Name gnature of N ary-state of Florida Date LISAANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 c- Commission # FF 125242 t ;::rRaramxafly Known to Me or Produced ID Type of ID L— BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION IV 15 2017 4. d Application No: BY: Documented Construction Value: $ 7e4 Job Address: 3 t/ Historic District: Yes No Parcel ID: Residential [Commercial Type of Work: New Addition 13 Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: f oJ` Contractor Information Name . =; _.,:_; Phone: Va 7- 9 I g'4,3CG Street: 9.7 0 Fax: 4/07 - 6 7 7- City, State Zip///,-- v an. Irl 12 79' State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this, property that pnay be found in the public records of this county, and there may be additional permits required from other governmental entities such As water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at theAftne the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 44,16" i-/si Signature of Contractor/Agent Date 1p,,• i R d• ANNETTE BLAND ram •° = Notary Public - State of Florida Commission # GG 060623 My Comm. Expires Jan 16, 2018 ua„a Produced ID . Type of ID BELOW IS FOR OFFICE USE ONLY c s,f-7 to Me or Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: RM Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: Revised: June 30, 2015 - Pennit Application 17- l 3.2 S C.H E.`0'. ELECTRICAL SERVICES, INC. 2914 N. FORSYTH RD. WINTER PARK, FL 32792 407) 677-1155 We propose to furnish all material and labor for the electrical work in: Job Name: e" at: 13 y &+240- 4- for the sum of $ 700 State sales tax included Rough -in draw- 70% $ Trim -out draw- 30% $ Which shall be done as per the following schedule: If it should become necessary to place this controa and/or any associated invoices with our attorney for collection, suit or other legal action, I/we hereby,lgree to pay costs of such collections, suit, or other legal action, including a reasonable attorney's fee. r Invoices due Net 30 days. This proposal is good for 10 days only. A finance charge will be assessed at a monthly periodic rate of 1.5% (Annual Percentage Rate of 18%) calculated on the unpaid balance, if not paid in full, by the duuee date indicated above. Accepted by: ;Vl By: A/ 4 Customer VR.E.W. Irvices, Inc.