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2802 Gipper Cir 17-459; ELECTRICALr CITY OF SANFORDE'E VE BUILDING S FIRE PREVENTION MAR 2 7 2017 PERMIT APPLICATION F. D BY Application No: 1 '7- t4 5q Documented Construction Value: $ y 00, OD Job Address: ;a go a. G' t n np r Historic District: Yes No Parcel I.D: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change ooff Use Move Description of Work: C O c I,L) Y s r) e f)_ IC A rlt.k .+ 1 l Q rnQ 1 _ _ I _ 1 — Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name `2-%- Se r/US c-v7Y:vtC— Phone: 40'1 - q33- -77-7 Street: 1 a 1 q 0 n . 54Fax: Lli o) - Li 33 - i5 Z 4 City, State Zip: }{; SSA minnPP 3 y % y State License No.: E CQQQ Zg7<9 I Architect/Engineer Information Name: I Phone: Street: City, St, Zip: Bonding Company: I anY : Address: 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 ANP 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 he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, henters, 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. 201 Permil Applicalion (V A oq I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water 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 [CC Valuation 'fable 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. fti- - -A /2' \. Z-7 lr Signature of Owner/Agent Date )ME nature of ConIr ctar Agent Date I Jl2Me S _;. ln1,\ ti? )( Print Omle gent's Name Print Cont gent's Name L War 7 / --Gy -7 Signature of Notary -State FFlorida D e Signature of Notary -Scat of Florida tc l CHAD W COWDERY MY COMMISSION p FF985918 EXPIRES April 25.2020 Owner/ Agent is Personhw iQ kia^ t. aRw Produced ID Type of ID Produced I CHAD W COWDERY MY COMMISSION 1t FF985918 EXPIR S A ril 2 Jawt is -& ,—XLS tilt i Qowt to \1e or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: 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: ME: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Pennit Application JUN 0 6 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r7 y Documented Construction Value: $ 2$Od Qd Job Address: _ a g 0 a U i Pf_cli z. sgn-)l Historic District: Yes No Parcel ID: Za - a 0.30 - 5 oX- 0000 -4aG 0 Residential [9 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Atl screen Description of Work: Altrw imaw, Screet4 F.Y1Ct0SU.r1^e. Plan Review Contact Person: _1Alie Eamon Title: Phone: +61'(C'' q- 635 Fax: 40i-g' Email• Ul i' armsctjuty) kDwl Property Owner Information Name W tekJl.e,_ (-,,,.,s LL-C Street: 1111 I?o s- (ak IZ d City, State Zip: 140 U40 n Phone: Resident of property? : Contractor Information Name Aym,SMbnq Altwin•u.rn !Ac . Phone:A 7•-(a7$• 335a Street: ZLZ7 Mft tDr De. Fax: Ycr) -47$ - I'S3 City, State Zip: Orlando w 3Z8D7 State License No.: KXOOb&Y90 Architect/Engineer Information Name: &VI)l Phone: AO7-701- al YS Street: 272'1 MWA}Dr Or Fax: n- City, St, Zip: 37,g07 E-mail: QT Ufl c4e9Co n2f 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, D furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of appilcation and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4V 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. 6 Z Zo VI Signature of Own nt lbate Print OwnerAgent's Name S l-3rf/I U S ature of Contrac r Agent ate IalMes i • rwls ryn Print Contractor/Aeent's Name U(. 5 l 1-1 O % u$p, VAlER1E WANNJ3. 2017 r" Notary Pubilc State of Florida poUry Publle •Stag ofFlorida 2° p Julia 1 Harmon Commission 1 f 21,t woMy Commission FF 939705 OF My Comm. Eupl Nov r or M1" F-Pires l2/1912019 own to Me or Contractor/Agent is Personally Knownto oProduced ID Type of ID Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Built3ing Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING UTILITIES: ENGINEERING: COMMENTS: AL 0-C U M W a+ wo. 6% . 5, 1 Fire Alarm Permit: Yes No WASTE WATER: or BUILDING: 5i f--4-,-7 Ji Revised: June 30, 2015 Permit Application yy• r Property Record Card INA Parcel: 22-20-30-520-0000-0290 i Owner: WEEKLEY HOMES LLC ecr+aaoowncgnrer, Property Address: FL Parcel Intonation — j Value Summary Parcel 22-20-30520-0000-0290 Owner WEEKLEY HOMES LLC Property Address FL Mailing 1111 N POST OAK RD HOUSTON. TX 77055 Subdivision Name I REAGAN PP INTE Tax District S7-SANFORD DOR Use Code 0005-PUD UNDER DEVELOPMENT Exemptions 0 27Cs 2Q1 24. 41 co b 6 L 1k Q NN Seminole County GIS 2017 Working 12016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depredated Bldg Value 0 Depredated EXFT Value 0 . Land Value (Market) 39,160 0 Land Value Ag 0 Just/ Market Value ' _ 39,160 0 Portability Adj 0 Save Our Homes Adj 30 0 Amendment 1 Adj 0 0 Adj 0 0 PayAssessed Value 39.160 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tex Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - LOT 29 REAGAN POINTE PB 81 PGS 45-52 Taxes Taxing Authority I Assessment Value I Exempt Values I Taxable Value County General Fund 39.160 0 39.160 Schools i $39,160 0 39.160 City Sanford 39,1W 0 39,160 SJWM( Sakd Johns Water Management) 539,160 ; County Bonds 39.160 1 m • 39.160 Sales Description Date Book Pep Amount —Qualified VacJlmp SPECIAL WARRANTY DEED 3/1/2017 08882 1020 541.300 No Vacant Find Comparable Sales } Land Method Frontage Depth Units Units Price Land Value I - LOT 1 $39.160.00 $39.160 Building Information Permits lenmit A Description Agency Amount CO Date Permit Date 10459 NEW SFR SANFORD $282,635 . 2/1612017 Extra Features s ALUM NOUM INC. ARMSTRONG ALUMINUM INC. 2227 MERCATOR DRIVE ORLANDO, FL 32807 OFFICE: 407-678-0197 FAX: 407-678-1334 LIC# RX0066490 www.armstrongaluminum.com OWNERS m-l"e'S LUC ADDRESS CIr CITY,ST ZIP 7- 3 SUB/LOT# Veao&n DI n w RMSTRONG ALUMINUM INC. Its JOB # lZ- lyy DATE Une (a j -1 WORK # HOME # CELL # FAX # PATIO RESCREEN DOME GABLE MANSARD HIP COMBO WHITE Height to Bottom of Fascia DOOR Quantity DOOR TYPE SCREEN MESH ROOF SCREEN MESH WALLS GUTTER PET DOORS KICK PLATE SOLID ROOF FAN BEAMS TEAR OUT WINDOWS 2 Standard 18x14 18x14 7" N/A NA N/A N/A N/A N/A uescrl x It T,)6Me Sheer,, W" peer Ier eAtr foOfer NOC PERMIT APPLICATION PLOT PLAN SPECIAL INSTRUCTIONS: Limited Three Year Warranty FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNER!' CONSTRUCTION RECOVERY FUND F You LOSE MONEY ON A PROJECT PERFORMED UNDER THIS CONTRACT. WHERE THE to" RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION AD" THE RECOVERY FUND AND FILING A CLAN, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS - Divisions of Protesslons-Construction Industry Licensing Board 1940 North Monroe Stnst, Tallahassee FL 32399-1039, Phone: $50-M-1395 x SALES REP x EPT- Armstrong Aluminum Inc. TOTAL . I ft 06 20% Deposit $0.00 30% At Measure $0.00 50% After Substantial Completion $0.00 OWNER Date: OWNER Date: &I 6I /7 THIS INSTRUMENT PREPARED BY: Name: Armstrong Aluminum Address: 1:2rle.ndl L 3Q%611 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: GRANT NALOYr SEIIINOLE CLERK OF CIRCUIT COURT BK 8926 F'q 764 (IF'gs: CLERK'S T 2017055886 RECORDED 06/1-16/2017 10 RECORDING FEES $10.00 RECORDED BY JPm_I.:'i1rm] 22-20-30-520-0000-0290 COUNTY COMPTROLLER 52:22 All he 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. L01 J Ke"agon F'Oln ie F'ti tfl r!@3gpoppf}hg property and street address K available) O• ' . • r GUminumS CfeBnNEOnCIOSUfe MENT: OWNER INFORMATION: Name: Weekley Homes LLC Address: 1111 N. Post Oak Rd Houston TX 77055 Fee Simple Title Holder (if other than owner) Name: N/A Address: N/A CONTRACTOR: Name: Armstrong Aluminum Address: 2227 Mercator Dr Orlando FL 32807 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: N/A e.,,,ro• N/A In addition to himself, Owner Designates N/A Section 713.13(1)(b), Florida Statutes. N/A of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) N/A WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pedury, 1 declare that I have read the foregoing and that the facts stated in it are true to the st of my kno 1 dge and belief. IX/f s Signature Owners Printed Name Florida Statute 713.13(1 xg): 'The owner must sign the notice of commencement and noon also maybe permitted to sign In his or her stead.' State of MVI ZLZI County of The foreg oiin ga Instrument was acknowledged before me this day of 20 by Y 11 Mt Who Is personally known to me Name of person making statement OR who has produced Identification type of identification produced: YAIEIUE wilo Elt Nona I"-- St a of FMO CttttMMsWm OFF 24MO My Comm. Expires Nov 3, 2017 Notary Signature ti T 0 CV Ca O 4y'ra:`siv`= O Uj zc a g o o it Z o Lai °c= 00 V d ZZ a: 000 leVZac O uuavWi 1—l-Iy`f Power of Attorney Date: _> (0 / cD <- /2017 I hereby name and appoint e551 CG Miller to be my lawful attorney in fact to act for me and apply to the C tea of- 1 5 (, Building Department for a screen enclosure permit for work to be performed at the described location as: Address of Job:. o,-,?. Ca i Pe r C t r Owner of Property:_ Week(ey "tmes LLC And to sign my name and do all things necessary to this appointment. Signature of Certified Contractor L James E Armstrong, RX0066490 Printed name Of Contractor and License Number forgoing ' from was acknowl e by Vi1E'S r s e / who produced as identificatio who did not take oa State of Florida County of Oran e Commission # FV 9 1-1 y r Notary Public State of Florida B Julia L hlartrton 9705vMyCommissionFFq forti Expires 1211912019 4lec. IC-),-ZO! C) My commission expires REQUIRED INSPECTION SEQUENCE BP# Address: Zao z Q PPUZ BuILDING PERMIT min Max Ilnns ection Descri tionn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall 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 Final Building Other IELECTRICA L _PERMIT Min Max IInS ection Descri Lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final NUB Max Inspection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT min Max Itns ectiona Descrfl Lion Mechanical Rough Mechanical Final r 0 111Q1E1OC1„) G o ' G U (i+ )DU O " • . Min Max Inspection Descri Lion Gas Underground Gas Rough Gas Final REVISED: June 2014 1 LOT PLAN LEGAL DESCRIPTION: OT 28 AND 29, REAGAN POINTE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES 22 4"3- 34 ] S ee- 24 y A yg ] e -' is TPACT e 25 (Jr 2T Oro e`— — — — — TMCT 2 0 GIPPER CIRCLE SANFORD, FLORIDA 32773 pper rc e Sanford, FL 32773 n lei P.T. located on Lot 27 O Lots 28 & 29 Area Calculations $ Total Lot Area (2 Lots) = 7240 sq ft (100%) Impervious Area = 4656 sq ft (64%) + p o•1 J e 5 Pervious Area = 2584 sq ft (36 /a . / .C Graphic Scale s Elevations are based on e( Jeeal Scale: 1"=20' civil grading plans. P` y 1aA Lot Is Type "A" Grading Plan grti 1`Go °seal \ L1 ti G et° N 58°06'35" E 39.17'(P) d. t ° q°a a L2 sue, N 58006'35" E 40.00'(P) Lot Pt° 5 ° ' a . t. ,o' d Lot 271° a f..,, rya tP : •. • .15 0. a d 'o J2 o 0. ye a t,• k ti¢ \A\ ... p O•.'..:.':::.. ,Q •• • Landscape a . Hedge o? Cl . j • • r+ (TYP) eo N. a pC w O •. '. a .. Is. i7sd. yea J GIs::': ' Q a\ 1\ K1 C23 sa s -' G \ d \ ':•:.o•.'...:....:` R=15.00'(P) OX dr ., .. \ s \ •:::.° . 1g.. ,o L=24.41'(P) p A=93° 13'44"(P) Chord. Bearing= 0 6' 0 N 11 29 43 E 21.80 (P) rb,- ,\ Tract "I""I"C26 Landscape Buffer Z ° %—( p ''::.L.. R=2228.48'(P) N ay\ (Common Area) L=50.45'(P) ZONIfIDAT A=01 ° 17'49"(P) C25 Chord Bearing= k If st<< 1e5k " ,5' Pro osed R=2228.48'(P) S 56°24'37" W 50.44'(P) P L= 40.00'(P) W ECOYICm pole w;-n A=01"01'43"(P) ScreeYl 'Chord Bearing= roo +-erS57034' 23" W 40.00'(P) S S00cLCV_S c Alol•)r) N.R. - Non-Radiaol"" kah OJS Qweo,- (2 ' to - This is NOT a Boundary Survey T.O.W. - Top of Wall = Proposed Elevation Revision: Added Parking Lot 28 - 2/9/17 ' B.O. W. - Bottom of Well NOTES• I hero. Thal Uds Boundary ! ur-ol o. the above Deacrlbed PropedY la TNo and Caned to It. a— N my Kn,o,Htidae and BdMt ",.candy 5—i ed Field Date: 1131/2017 Date Completed: 2/1/2017 >s—bBo,ed upon the LealDenWptlm SuPDll.d by Ul.nt. under my Dlrallon on the Dates Bardon lnlortnoUPn furnished to Ma FileNumberl5-34188PP> IWutdnp opcnlerD.edsh.reNOTbeenM1.,.ad.dloG.pe•tMdapsand/orWatu,. 08Noto and Con forms to in SlandardaofPradlPaforLardeurwyb,f Drawn By: M.C. >Su01ut m any Eu.mm4 and/or M1utdctlm. of M1ec°rd. In the %tat. of Florida 4 aaordanu vM, CMDtm stv.as2 Florida Le1T0fId- >B. uinghad, shown hn.onb/u,umWendt ... d upon the UneDmotd.Ath.7B•• Adminluraltve Cod". Punuanll ,72 27 Florida %IaWlea. C , Cv ated PC • Point of Curvah,ra ,,,udlna n*"" NOT toe. used m r.con,vu,t Frop.ny Liner. PICK IgLcC p a > Fen[. Own.rd,lpl,NOT d.t-nin.d. It Contesting - Canladtna Pa• FOR Concrete Block P • Po nl of lmenatsbm >M1ool Ov.mmq,. Unduaround Wlltlu and/or rooun Nv. NOT been looted UNLESS l rLJ F. CM • Concrete Maronmord P.O.B. • Polnl of Baalnnb,a otherwise noted • t • FIRh Cana • COncraU P.O.L • Polni on Ltna >S.pUc Lnks and/or Dninfletd loatlon,.,..PProalm"e and MUST be —ih.d by • ai°ai • THE pco.. PP- Powa.. ,appropriateUdlltyLocotlonCompanies. 6637 LB762. De - Drainage Easement PRM - Permamnl RNererto >U,.oiThis Su—Yfar/-Porn mhuNmimended• Without WrittenV.dncade4wie be Patrick K. Irelan '••'t j0P use of Seld CeNfied ParlbB. E amL-Euomem Monument at the Uuea Sol. M1bkand Without Wbilityathe Surveyor. Nothing Ma.en shall b. ThIB Survey (i< F.E.MA • F Wato, Emarpanry PT - Point of Tangency Con,wed to aloe Mil' M1lahu a Benefit to Anyone Other than those C.rUned. This sms Rol VALID UN Ibid Efnbossed YA01 SI°e S SuL Management ZWKY R - Radius ' FFE • Fln4tud Floor Swatlan Rod. - adial -POINTS OF UTILITY lrela d & Associates SUMV11lg, 71G. Fnd. •Found R8C - Robot a Cap PROPOSED DRIVEWAY CROSSES 5' UTILITY EASEMENT. IP • Iron Pipe Rea • R.=,d L Length (Arc) Rfd. - RoNid 1301 S. International Parkway Suite 2001 M - Maaturod %Kt. bw Set Cap LB 7623• Lake Mary. Florida 32746 N&O • Not a Disk Typ. Typ N. R. - Non-Radlat p www.irelandsulvey[rlg.COM ORB • Official Records Book 11E • Ulttty Easemanl wM •waterMetr Office- 407.678.3386 Fax-407.320.8165 P.B. PlIndi - - Wood rcu. -0 - - Chain(Lin k erica Angle) 1) a 3) 4) 5) 6) 7) 8) 9) 11) GENERAL NOTES &_DESIGN STATEMENT This structure has been designed in accordance with the requirements of the 2014 FBC - Residential (5th Edition), Chapter 3, and Section R301.2.1.1. Wind loading requirements were met in accordance with the 2014 FBC - Building, Chapter 20 (Light Metal Alloys)- Table 2002.4 (DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURES). a. Risk Category = I (in accordance with 2e14 FBC-Building Chapter 16 Table 1604.5). b. Applicable Internal Pressure Coefficient: +/- 0.00 c, Design Pressure for Exterior Components & Cladding: i. Walls: + 38 PEE ii. Roof: + 11 PSF d. Ultimate Design Wind is based on a 3-second gust wind speed as determined in accordance with 2014 FBC-Building Chapter 16, Section 1609.3.1. Wind speed and category ARE DEFINED IN THE TITLE BLOCK ON EACH PAGE. e. The equivalent nominal wind speeds for the defined Ultimate wind speeds are as follows: i. Ultimate Design Wind speed of 1.40 MPH = Nominal wind speed of 108 MPH ii. Ultimate Design Wind speed of 150 MPH = Nominal wind speed of 116 MPH This structure is designed to free standing in some cases but mostly attached to CMU and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure and the foundation to which the aluminum structure attaches is in good condition and meets all requirements of sufficient strength as set forth by the engineer of record. If there is a question of structural capacity, then the owner, at his own expense, shall hire an architect or engineer to verify the structural capacity of the host structure. Where super gutter is specified, the two available sizes of 5 inch and 7 inch can be used interchangeably, unless otherwise noted. Screen walls and screen roofs are based on a 60% screen mesh density with a maximum density weave of 20x2O threads per square inch in accordance with 2014 FBC-Building Chapter 20, Table 2002.4, note 'g'. Actual wall thickness of members shall not be less than 0.040 in. Alloy of members are given in the "Member Definition List". Concrete shall be a minimum 28 day compressive strength of 2800 PSI, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a minimum yield strength of 40,000 PSI (grade 401) as per ASTM A615, and be provided with cover in accordance with ACI 318. If existing concrete slab/footing are deemed adequate, it may be incorporated into a new slab/footing by observing the following procedure: a. Clean and scrabble all connecting edges b. Drill and epoxy embed #3 (MIN) reinforcing bar placed at mid depth of the existing slab and spaced @ 48`° O.C, The rebar should be embedded a minimum of 4" (using Rawl R-KEA Epoxy Acrylate Resin System or approved equal), leaving 8" exposed to be incorporated into the new slab/footing. Doors and their locations are incidental to the structural integrity of the design. Knee brace lengths are given by their horizontal and vertical displacements and not the actual cut length. A chair rail contained within a screen frame wall can act as guardrail provided it is positioned at less than or equal to 42" high (from the deck level) and is fastened internally to three or more screw bosses. It is designed as follows: a. 20 lbs/LF in any direction at the top of the rail and will transfer loads to the supports of the structure. b. 200 ibs concentrated load at any paint in any direction along the top Screen mesh continuity along frame members is incidental to the structural integrity of the design, therefore, each panel is not required to be fastened in place independent of the panels around it. When using self tapping TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill point so that the required embedment length of threaded part of the screw are in positive contact with the host or connected material. TEK screws and S.M.s> are used interchangeably. Aluminum Surfaces in contact with lime -mortar, concrete, or other masonry materials, shall be protected with alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. C-1022 Low Carbon Steel S.M,S,& Self -tapping screws Fastener Nominal Diameter Minimum Edge Minimum Center to Distance center Distance It 10 0.188 5/16" 1/2, 12 6.219 318 5/8" 14 0 225 1/2 1/8 2227 MERCATOR DR ORLANDo, FL 32807 PH: 407-678-3352 FAX 407-678-E334 DESIGN(LbARMSALUM. COM t{RMSTRONG MINUM INC. ommmm a 12) Unless otherwise noted, concrete anchors shall be placed no less than 2.5" from the edge of slab/footing, 13) Minimum edge distance and center to center distances for fasteners listed to the left 14) Walls will be attached to host structure w/concrete screws .25"x2,25" or wood screws #10 x 2". screws will start within 4" Of top and bottom and continue with a max spacing of 24" O.C. Fi 6!`s Fastener stitching along top and bottom at 24" O.C. Size of SMS determined by depth of beam. 2x4 SMB - 2x7 SMB uses #10-0 x 0.75 S.M.S 2x8 SMB - 2x10 SMB uses #14-0 x 0.75 S.M.S. SMB NamingConvention Label Name Proper Name 2x4 SMB 2x4x0.046x0.100 Self -Mating Beam 2x5 SMB 2x5x0.050x0.116 Self -Mating Beam 2x6 SMB 2x6x0.050x0.120 Self -Mating Beam 2x7 SMB 2x7x0.055x0.120 Self -Mating Beam 2x8 SMB 2x8x0.072x0.224 Self -Mating Beam 2x9 SMB 2x9x0.072x0.224 Self -Mating Beam 2x10 SMB 2x10X0.092X0.389 Self -Mating Beam 6005A-T61 allo 2x2x0.125A9qle f. •fx Proieef infer iron IW EEKLEY HOMES LLC 2802 DIPPER CIRCLE SANFORD, FL 32773 PARCEL ID: 22-20-30-520-0000-0290 Screened Area: 167 F T ^ 2 11 Solid Rod Area: N /A WIND SPEED:140 MPH I EXPOSURE: C C I I 3 . I,, U20.070 Hollow 2.0000 in t 1 e s» f. '`:E< Eta m 2 £ a n,, u. Lots`_ ", .m lI c Date Created: - 5/31 /17 Job Number: 17-144 L 3_ F II Continuous Rebar with 2500 PSI ` 3" minimum concrete cover Minimum Concrete Strength —() #5©ntlndus in See table fabled "Continuous Perimeter Footing usage " j Poured solid Cell Requirements" table for 2 quantity and size G ° _ r 7EQUIVELANT Note: ffn. This detail may also be used in the case of a retaining wall where the +mot material being retained may be on 1 ._ either side shown here. _ ' —#5 Rebar Dowell @ 40" O.C. 10 16 Q o . 4 3 i `"p in Poured Solid Cell XCompactedorPenn —le —ter Focytinq Notes: gUndisturbedsoil / sand 1) "xl" and "x2" chnnansions m3y be sWtched to acconrimodate for field conditions.I 10" 2) Reinforcenvint bars toWgrade 60 sted 8"x8"X16" C.M.U. OneC.M.U. is below Grade ( Typical) (Typical) f4 ContinuousPerimeterFooi_ 3 5 Reba a. jo I$i iuouS X\ d Notes: 1) ' xl" and "x2" dimensions may be switched to accomodate forown i nsi field conditions. 411 4" 2) Slope of grade to be <_ 101 with the continuity remaining for at Irtunclown Size Rebar Size & Qty least 24" from edge of slab. under these conditions the slab may be x a 85 . ............. . .._$r - .............. 4" above grade. If the grade is greater than 101 then a minimum 12" x 12" footer with (2) #5 rebars is to be used with a minimum of a, 8, -7 z ties all Retaining all Section 12" below grade. sr r 3 2 __ 3) Reinforcement bars to be grade40 steel. t 4) For adjoining a new slab to an existing slab, see note number 6 zz z on the Design Statement. 1-2'a a a ,. tl__ _ __ Side ReqUiveri_enU Referenced Dkriensions R i- Qly acing'X' #5 continuous rebar in R" " w` 93 95 poured solid top course Turndown footing shown for 2500 PSI minimum strength slab using ONE 32" 12" 3 2 err the specific use case when of the following options: 40* 16, 3 Z 710, Fibermesh or welded wire - 6x6x10 W.W.M. system mesh is NOT used, or when - Turndown footer along perimeter based on above table v — _ ar+___ # 5 Rebar Crowell in poured solid cell grade exceeds maximum slope flee of Propex Fibermesh 300 or 650 concrete mix N I spaced @ "X" inches on center p Slope of grade to be s io° 77 NIA 4 2 8- with the continuity remaining 8"x8"x16" CMU for at least 24" from edge of slab. 31/2" Typical Existing Slab Seenotenumber2. Slope of grade to be <_ 100 with It dMinimumSlabThicknessthe continuity remaining for at b b least 24" from edge of slab. a ; Do e e D Under these conditions the slab may be 4" above grade. If the l D a D r, n / /\ \ grade is greater than 101 then a \ \ a minimum of 12" shall remain 1' 0",ltl D D 6 mil Vapor Barrier below grade. _° r Continuous Rebar with % T epoxy 4 rebar drilled and 3" minimum concrete cover / Compacted or undisturbed Type and Quantity of 1 \/, set a minimum of 4" into See table labled "Turndown soil/sand treated for termites rebars referenced in "w 0 existing slab and a minimum of Knee Wall Turndown 4" into new slab. Placement to Footing Size Requirements' Footing Size Requirements" -,6" from each end and 48" O.C. table for quantity and size g q rise all e= o oli ic .51ab W11htin rn o n Fo®tin e rl Table SCALE: 7/8" - I,, 2227 MERCAToR DR "- ORLANDO, FL 32807 S S E Proiect tnfor lion t r j L Created: PH: Z 07-678-33s2 WEEKLE`r HOMES LLC 5/31/17 FAX L,07-678-133L 2802 DIPPER CIRCLE 2227 MERCATOR DRWE DEsicNOARMsALUM_ COM ORLANDo, FL 32507 JobN L.- X ! RONG SANFORD, FL 32773 PH- (4a7) 240-4402 - PARCEL ID: 22-20-30-520-0000-0290 PINE StankaI P.E. 17-144 v Screened Area:167 FT I I is R Area:N/A -- -- - £d ftFiEER FL LIC. 29059 INC. WIND SPEED:1 0 MPH EXPOSURE: C Design conforms to the as zeta Building and the FEC ze a k, Residential, as well as the ASCE 7-10 NOTES: I STRAPS ARE NOT REQUIRED WHEN, EAVE A) THE UPRIGHT HAS A CONNECTION TO THE RAIL SUPER GUTTER IN THE TO,- // OF THE UPRIGHT #IOXY S M.S. FASTENED B) THE UPRIGHT MEMBER IS A 2x2 H OR 2x3 H. THROUGH EAVE RAIL INTO C) THE FURLIN IS AT AN OBLIQUE ANGLE TO THE SCREW BOSSES OF PURUN NORMAL DIRECTION OF THE UPRIGHT 2) IN THE CASE WHERE A FURLIN DOES NOT LINE UP W/ TH THE UPRIGHT, THEN THE A L TERNA TE METHOD( Jx2 O.B. OF A T TA CHMEN T SHOULD HE USED, ffi FOR CONNECTING Ix2 O.B. TO EAVE RAIL USE A Ioxl/?, S M.S. FASTENED EVERY 214' Q.Q. WALL Top PLATE 1x2 O.B 10x2" S.M.S. FASTENED @ 24" O.0 I OX0. ALTERNATE ATTACHMENT METHOD IN ABSENCE OF PURLINI b__0 -7,7,,_ 0 0_— I 0 0 2`x6'x0.055' GUSSET PLATE 2„_ (BOTH SIDES TYP) I0XY2" S.M.S FASTENED INTO PURLIN AND COLUMN QUANTITY AS SHOWN) IDE WALL COLUMN DEFAULT ATTA7CHMENT METHOD LE IF BEAM is 2X4 THROUGH 2x7 FASTENERS ARE #10X0.5' S.M.S. FASTENED INTO V8" GUSSET PLATE IF BEAM is 2x8 OR LARGER FASTENERS ARE #14x0,5' S.M.S. FASTENED INTO Y8' GUSSET PLATE 2" MINIMUM EDGE DISTANCE Y2' MIN SPACING 2" MAX SPACING 0 0 0 0 00 0 0 0 01 0 00 0 0 00 0 0 00 0 0 0 ® 0 00 0 0 0 0 SEE 'LENGTH OF SPLICE PLATE' - 2x4 20 2X5 24 X6 8 20 32 6 ZX9 40 2XIO 44 I mpWiTIMIRM10 MC NOTES BEAM--" 1) SPLICE PLATE LOCATIONS ARE TO BE V4 THE DISTANCE OF THE BEAM 2) SPLICE PLATE LOCATIONS ON BOTH SIDES OF THE BEAM MAY BE IN THE SAME LOCATION ALONGPURLINToCOLUMNTHELENGTHORONOPPOSITEENDSOFEACH S T R A I G H T E A M,,,,SftOTHER. 3) SPLICE PLATES MAY BE ON THE INSIDE OR OUTSIDE OF THE BEAM CATOR DR Project Infor2227MEn Date Crected: Rnxitiove; ORLANDO, FL 32807 WEEKLEY HOMES LLC 5fu"4 Er4metiq (IrouF J= PH L 07-678-3352 5/31/17 FAX 407- 678-1334 2802 GIPPER CIRCLE 2227 MERCATOR DRIVE DESIGN49,AR. RLANDO.L 328 MsALUMCOM OF07Vh:,_ A-1 1SANFORD, FL 32773 PH (407) 240-4462 Job Number: RMSTRONG PARCEL ID: 22-20-30-520-0000-0290 P,3V0I Stalikay"P L 17-144 ENGINEER- FL LIC_ 2bb51 1 mCyr ALUMINU Screenedkea: 167 FT'Z 11 Sofid Roof ea:N/A MPH EXPOSUREC Design conforms to the FBC 2014 Building and the FBC 20114 WIND SPEED:14 Residential, as well as the ASCE 7-10 F 5 OF BEAM NOTCHED FOR A LAP -SPLICE CONNECTION. SIZE DETERMINED FROM LAYOUT DRAWING 0 0 I # 10x0.75" S.M,S. or #14x0.75" S.M.S. FASTENED EACH SIDE QUANTITY FROM TABLE UPRIGHT DETERMINED FROM LAYOUT DRAWING 2227 MERCATOR DR ORLANDO, FL 32807 PH: L07-678-3352 FAX 407-678-1334 6 DESIGNQARMSALUM. COM y 9r 6 QUANTITY OF #10 FASTENERS REQUIRED wi1AA ZE 2 2x5 62mx 2 x 8 2x9 2xI0 2x4 5 9 9 11 13 2 x 5 6 2 13 16 19 N vi 2x6 4 a 12 15 16 20 24 c 2x7 N/A 7 12 12 18 22 27 d 2x8 N/A N/A. 13 18 20 22 27 2X9 N/A N/A 13 9 21 25 31 L_LLLO_LNIA N/A 12 18 19 27 34 QUANTITY OF #14 FASTENERS REQUIRED BEAM SIZE 2x4 2x5 2x6 2x72x8 2x9 2xI0 4 N/A72x 3 5 7 7 9 11 5 N/A 3 6 9 10 13 16 2x6 N/A 3 6 9 9 12 16 2x7 I N/A 3 7 11 12 15 19 N/A 6 10 11 I5 19gNIAN/A. 6 2 3 7 22 N/A 7 i2 t 9 25 SUPER GLITTER 2"x1.5"0 070" U-CHANNEL FOR SUPER GUTTER ATTACHMENT SEE UPRIGHT ATTACHED FROM LOOK -CUT ARM THE DETAIL NAMED SUPER GUTTER CONNECTION TO HOST STRUCTURE" ALONG UPRIGHT TO EVEN WITH TOP OF THE FACE OF GUTTER IF THERE IS Ne SUPER GUTTER. ATTACHMENT CAN BE DIRECTLY TO THE FASCIA lOx0.75' S.M.S. FASTENED INTO SUPER GUTTER AS SHOWN A t Q IF IF 2X2X0.125' ANGLE RUNNING CONTINUOUS FROM FACE OF GUTTER To LOOK -OUT ARM. MUTER CUT REQUIRED RETURN "LOOK -OUT' ARM TO BE SAME DEPTH (0) AS THE UPRIGHT 2"xl.5*xO-070"'L-CHANNEL ICx0.75" S. M. S. FASTENED ALONG OR LOOK -OUT ARM AND UP ONTO THE UPRIGHT. 2"x2`Xo. 125" ANGLE (EACH, SIDE) MINIMUM QUANTITY DETERMINED BY ADDING 4 TO THE INTEGER DEPTH OF THE LOOKOUT ARM LE. if ARM WA.S 2"(W)X6"(0) THEN THE TOTAL ATTACHMENT TO HOUSE GALL OUANTITY WOULD) SE /0 t6>4-10>) IA 0.25"Qx1-25" TAPGONS. IOXO 5" 5 M 5- QTY EQUAL TO DEPTH OF THE QUANTITY EQUAL TO DEPTH LOOK -OUT ARM MINUS ONE INTEGER OF LOOK -OUT ARM e. 2 "(w)x4"(d) uses a quantity of 4 ;astenersj LOOK -OUT ARM CONNECTION EE BRACE NOTE a2 BEAM See apprornate "seam to Upright" may aI_o Do sloping) connection detail (i,e. sloping or Flat] UPRIGHT Size determ O C10o' layout drawing) For Gutter Attachment see Super Gutter Connection to Host" detail or Super Gutter to carry beam detail. m Note: 1) Super Gutter may be 5" or 7". 2) The Knee Brace (K.B.) is required by default for all flat (straight) Tu Y 1/2" S'.M S. (FOR UP TO 2x7! beams but may be ommitted If specified on the layout drawing. In OR 4 x 3/4S,NtS,the case of a sloping beard (i.e. mansard or gable-,) the knee brace. is FOR Set AND M6HER) FASTENED THROUGH 2`, S xl/h" ANGLE EACH SIDE not required, QUANTITY AS SHQ'VPV) NUTS USING; #145NiS WILL TRANSOM Ii T TI ET L SCREW CONNECTIC 4) REQUIRED WEEKLEY HOMES LLC 5 Enka (irotp - "A- 2227 MERCATOR DRIVE 2802 DIPPER CIRCLE ORLANDO,FL 32807 SANFORD, FL 32773 PH 4,07 240-4402 PARCEL ID: 22-20-30-520-0000-0290 Screenedk: 167 FT"2 1 1 Solid Roof A6 :NIA Design conforms to the FBC 2014 Building and the FIBS 2014 WIND SPEED1140 MPH EXPOSURE: C Residential, as well as the ASCE 7-10 910 x 1/2" S.M.S. EACH SIDE QUANTITY FROM KNEE BRACESCH'EDULEj FASTENED THROUGH STANDARD 0. 050" H-CHANNEL (TYP,} 011oNALLE H- Charl Profile E= NGT H of KNI I BRACE K fE 70 IAYO II DRAINING OP 1 NGTHSGIVEN ) B( tt v EEL SC 1 () 10 A . aOT D, I BRACID St ASH GUIDUr.f SS AY. t IG 5/ 31/17 x m Z Job Number: Pavp1 Stankay, P E, y7- 17-144 EEOF10 M W PRIMARY MEMBER---- I 10x2" S.M.S. FASTENED THROUGH CLEARANCE HOLE IN WEB OF PRIMARY MEMBER AND INTO SCREW BOSS OF FASTENERS TOP AND 807TOM TO BE SPACED A MAX OF 24' O.C. SECONDARY MEMBER FOR PRIMARY MEMBERS THAT crARE2X4SMB - 2X7 SMB USE #lOxO.75' S KS, FOR PRIMARY MEMBERS THAT SECONDARY MEMBERARE2X8ORLARGER USE #14xO.75* S.M.S. SCREW Boss (TYPICAL) Mali =71111 11 11; M_ ADER GIRT RUNNING CONTINUOUS 1 3' M, ' FASTENED3' Wk—k- RH ARANCE HOLE ON THE HEADER GIRT AND INTO ma THE SCREW BOSS OF THE UPRIGHT V An 3x2xO 070 HOLLOW UPRI GHT2x2.045 MAY ALSO BE USE-11 IN THIS CONNECTION CONFIGURATION lx2 O.B. BASE PLATE RUNNING CONTINUOUS 100.75' S.M.S.FASTENED THROUGH THE INTERNAL U-CHANNEL AND INTO THE WEB OF THE UPRIGHT IOx0 75' S.M.S. FASTENED THROUGH CLEARANCE HOLE OF CHAIR RAIL GIRT AND INTO THE FLANGE OF THE INTERNAL U-CHANNEL 1.875'xi 25'x0,60" INTERNAL U-CHANNEL FASTENED TO THE WEB OF THE UPRIGHT I0X0,75' S.M.S.FASTEI THROUGH CLEARANCE HOLE WEB OF UPRIGHT lOx2' S.M.S FAS_ THROUGH CLEARANCE ON THE UNDERSIDE Ix2 O.B. AND INTO SCREW BOSS OF UPRIGHT 0 0, 2 5"x 2. 2 5' TAPCON MONORIMM103MM 10-0 x 3" EMS shown Standard connecting purfin to roof perimeter via internal screw boss. U-Channel clips may also be used (Internal or external) with 2) #10-0 x 0.5" SMS fastened on each side of the purfin. Upright 2x2 H upright shown as that is generally the size used in most use cases. Should a 2A or larger uptight get used, see the Purlin to Column" detail for the top connection. Gutter to Fascia connection not shown for purposes of simplification Gutter Reinforcement System L not shown for purposes of simplification, This system should be spaced eve* across gutter at a maximum spacing of 60". It is not required to be placed at the uprights Notes: 1) This connection detail shows the most common application of a side transom where the transom is less than 60" in height. Taller transoms ti larger upright members (i.e. 2x4 or larger) may be installed but the top connection Will change to reflect the "Purin to Column" connection det: 2) The upright is Shown lining up with a purfin in this detail. This is M how it's installed, but is not required. The uprights need to be spaced ! the span between them does not exceed what the roof perimeter meml span according to what is annotated on d-te site specific layout drawing 3) This type of connection is used to break up the span of the roof per member along a transom wall. If the roof perimeter member is large e to support the span on its own (i.e. a 2x4 SMB spanning a 12' distance) the upright supports are not necessary and this detail is not required. T be indicated on the site specific layout drawing. rimeter 2) #10-0 x 0,5' SMS fastened into each side of the upright 2x2x 0.125" Angle clips are optional but if used are only required to be 2" in height and require (2)#10-0 x 0.5" SMS in each Mange of the angle (similar to what's shown). 2) # 10-0 x 0.5'" SMS fastened into underside of roof perimeter Uptight 1) 1" x 2" x 0.046" U-Channel Super Gutter dip used for attaching upright Size of super gutter to the roof perimeter. External is is incidental to this shown, but internal U-Clip as well connection detail as 2x2xO. 125 L-Angle (on ether side) may also be used. 2) Should a 20 or larger upright get used, see the "Purfin to Column" detail for the top connection. F07 4)#10-0 x 0.5" SMS fastened through back side of upright into super gutter Front View fFLom Inside Cade - Withmd rkin Shown _ - _R L Mitered base is shown and Is typical but is not required. U-Channel style dip may be added for aesthetic reasons but is not necessary for structural reasons. Side View 10 S V/ SIDE ALL C Zz- 7, 2227 MERCATOR DR Prol—t Inf-rixificin FD e Cret.d ORLANDO, FL 32807 5&Aka Eqr"Jiq (I`OuFPH1407-678-3352 '[WEEKLEY HOMES LLC 5/31/17 407-67 B-1334FAX 2227 MERCATOR DRIVE r2802GIPPERCIRCLEDESIGNQbARMiSALLJM. COM Z"I'71ORLANDO, FL 32807 JobNumber: PH: ( 1-07) 240-4402 SANFORD, FL 32773 17- 144 ReelY' RMSTRONGPARCELID: 22-20-0-520-0000-0290 `:ENGGmFR 41_ 1_1C2qos9, ALUMINUM Screenedkea: 16 7 F T'2 11 Said Roof Area: N A Design conforms to the FBC 2014 Budding and the FBC 2 0'4 L 7 OF I MMMMMM - WINDSPEED:140 MPH EXPOSURE: C Residential, as well as the ASCE 7-10 L, 7 NOTES, 2x2x0.125' BASE PLATE ANGLE 1) 'FIELD ANCHORS' ARE TO BE TAPCON WITH A I MINIMUM EMBEDMENT INTO CONCRETE FOUNDATION. MAX SPACING is AV O.C. CONCRETE ANCHOR ON TOP 2) UNLESS SPECIFIED ON A SEALED SITE -SPECIFIC DRAWING. OF BASE PLATE MINIMUM EDGE DISTANCE FROM THE CENTER OF THE TAPCON TO THE Y2EDGEOFTHECONCRETEDECKis2 ' OR 5 TIMES THE EMBEDMENT4111DEPTH. WHICH EVER IS GREATER. MINIMUM EMBEDMENT DEPTH is I111111/1' INTO CONCRETE FOUNDATION. 3) QUANTITY OF FASTENERS FOR BOTH SHEET METAL SCREWS AND TAPCONS IS TO MATCH WHAT IS SHOWN IN THE DETAIL VIEWS MIN) #10 x '/,- S.M.S. TYPICAL) A Exam le Detail Viewp COLUMN To DECK (EXAMPLE), 21 REMMUDWIMli 2x2x0.125" DECK ANGLE BELOW. PATTERN OF SHEET METAL SCREWS MAY BE DIFFERENT CONCRETE ANCHOR FASTENING THAN WHAT IS SHOWN AS LONG AS SHEET METAL SCREWS MAINTAIN DECK ANGLE TO FOUNDATION A MINIUMUM SPACING OF '/I- AND A MAXIMUM SPACING OF I '/I' WITH A MINIMUM '/I- EDGE DISTANCE TAPCON PA77ERNS MAY NOT DIFFER FROM WHAT IS SHOWN 4) SHEET METAL SCREWS ARE TO BE A MINIMUM OF #10 0 X THE LARGER S.M.S.MAY BE USED, BUT THE QUANTITY IS TO REMAIN THE SAME. 5) COLUMNS MAY SIT ON TOP OF BRICK PAVERS BUT THE TAPCONS MUST PENETRATE THROUGH THE BRICKS AND INTO THE CONCRETE FOUNDATION BENEATH WITH THE MINIMUM EMBEDMENT OF I 01 11M V,,- z EME FAS' 2227 MERCATOR DR Project IrlifornI 14 U, a e reae ORLANDO, FL 32807 1 6 5&hka Eqm" (Aroup PH. 07-678-3352 WEEKLEY HOMES LLC 5/31/17 407-67 8-1334 MERCATOR DRIVE FAX. 2227 DESIGN 2802 GIPPER CIRCLE D OARmsALUM. CO ORLANDO, FL 32807M 'C7 r, SANFORD, FL 32773 PH (407) 240-4402 17-144PavolStapkay,,P.E,'('-,,:"'-- RONG PARCEL ID: 22-20-30-520-0000-0290 EN,INEER- RL LIC. 2-405 - 9-,- ALUMINUM Screened Area: 167 FT _2I ISolid Roof kea: N A Design conforms to the FBC 20!4 Building and the FBC 2e14 INC. wnwimow MPH EXPOSURE: C Residential, as well as the ASCE 7-10 F 8 OF I IWINDSPEED:140 SUPER GUTTER IS SHOWN FOR ILLUSTRATIVE PURPOSES. FOR SUPER GUTTER CONNECTION DETAILS SEE 'SUPER GUTTER CONNECTION To MOST' DETAIL ANY OTHER STRUCTRUAL ELEMENT MAY BE SUBSTITUTED SUCH AS A HOUSE WALL OR CARRY BEAM 2227 MERCATOR DR ORLANDO, FL 32807 PH 407-678-3352 FAX 407-678-133L. DESIGN(PARMsALUM.COM L RMSTRONG A L U M I N U M NOTE 1) SUPER GUTTER IS SHOWN AS THE COMPONENT BEING FASTENED TO, BUT THIS DETAIL CAN BE USED IN THE CASE WHERE SUPER GUTTER IS SUBSTITUTED FOR A DIFFERENT STRUCTURAL COMPONENT (I E. CARRY BEAM, HOUSE WALL, ETC.) PROVIDED THE PRIMARY STRUCTURAL COMPONENT IS SUPPORTED PROPERLY IN ACCORDANCE WITH THE DETAILS IN THE SEALED ENGINEERING PACKAGE. PURLIN IS ATTACHED TO THE PRIMARY MEMBER VIA T H E STANDARD PRIMARY TO SECONDARY' METHOD TYPICAL) 10 x 3' S.M.S. FASTENER MAY BE PLACED ANYWHERE ALONG THE VERTICAL FACE OF THE FRAME MEMBER 2x2x0125' ANGLE ON THE BOTTOM OF THE FRAME MEMBER MAY BE USED IN LIEU OF ( OR IN ADDITION TIONTO) THE FASTENER BY ITSELF. Pri- ar/ Ream: 2X6 SMB is SHOWN BUT ANY FRAME MEMBER MAY BE USED AND MAY BE ATTACHED ANYWHERE ALONG EITHER THE FACE OF THE SUPER GUTTER OR OTHER STRUCTURAL ELEMENT FASTENER TYPE TO BE DETERMINED FROM TABLE. ROOF PURLIN is TYPICAL BUT MAY BE OMMfTED SPACING BETWEEN FASTENERS SHALL BE NO MORE PURLIN IS TO BE ATTACHED THROUGH THE WEB OF THAN 24' O.C.WITH A FASTENER ADJACENT TO EITHER-\ THE BEAM INTO ITS INTERNAL SCREW BOSSES, SIDE OF THE ROOF BEAM WITHIN I?' OF THE BEAM MEMBER SIZES MAY BE AS FOLLOWS Ix2 0.13 2x2 H, 2x3 H, 2x4 H, 2x5 H 7- ROOF BEAM MAY ALSO BE A SLOPING BEAM) 1) TYPE & QUANTITY OF FASTENERS ATTACHING TO SUPPORT STRUCTURE ARE TO BE DETERMINED USING THE FASTENER TABLE AND REPRESENTS ONE SIDE OF THE BEAM, 2) FASTENERS SHALL NOT BE LESS THAN 0 75' CENTER- TO-CENTER FROM EACH OTHER NOR SHALL THEY BE GREATER THAN 2' CENTER TO -CENTER f{( HFROM EACH OTHER 3) FASTENERS MAY BE ARRANGED IN ANY PATTERN PROVIDED THE MINIMUM CITY FROM THE TABLE IS MET ALONG WITH THE ABOVE MENTIONED SPACING REQUIREMENTS SUPPORT STRUCTURE MAY BE ANY OF THE FOLLOWING PROVIDED IT HAS ENOUGH SURFACE AREA FOR THE CONNECTION TO BE COMPLETE 1) 3/ 1' PLYWOOD / 5/8' O.S.B. 2) C. M.U. 3) STANDARD ALUMINUM CARRY BEAM FRAME MEMBER USED IN THE FABRICATION OF SCREEN ENCLOSURES- 4) SUPER GUTTER WITH PROPER REINFORCEMENT BRACKETS AT THE CONNECTION, AS DEPICTED IN THE DETAIL LABELED 'SUPER GUTTER CONNECTION To HOST STRUCTURE' NOTE 1) U- CHANNEL MAY BE USED IN LIEU OF 2X2 ANGLE CLIPS ON EITHER SIDE OF THE BEAM AS LONG AS THE THICKNESS OF THE U-CHANNEL BEING USED IS GREATER THAN OR EQUAL TO THE THICKNESS OF THE BEAM TO WHICH IT IS ATTACHING 2) IF THERE IS A PURLIN ATTACHING TO THE BEAM AND ITS PRESENCE PROVIDES MINIMAL ROOM TO ACHIEVE THE MINIMUM FASTENER REQUIREMENTS THEN AN ADDITIONAL 2x2x0125" ANGLE MAY BE USED GOING FROM THE BEAM TO THE PURLIN WITH THE FASTENERS PENETRATING THE PURLIN AND THE ANGLE TO ATTACH TO THE HOST STRUCTURE. 12x2x0 121, ANGLE I) QUANTITY OF FASTENERS ATTACHING TO BEAM ARE TO BE DETERMINED USING THE FASTENER TABLE AND REPRESENTS ONE SID OF THE BEAM. TYPE OF FASTENERS WILL BE #10 S M,S FOR BEAM SIZES BETWEEN 2x4 - 20 & #14 S.M.S. FOR BEAM SIZES 2XS - 2x10 2) FASTENERS SHALL NOT BE LESS THAN 0 75' CENTER -TO -CENTER FROM EACH OTHER NOR SHALL THEY BE GREATER THAN 2' CENTER -TO -CENTER FROM EACH OTHER 3) FASTENERS MAY BE ARRANGED IN ANY PATTERN PROVIDED THE MINIMUM QTY FROM THE TABLE is MET ALONG WITH THE ABOVE MENTIONED SPACING REQUIREMENTS. BEAM TO BOST STRucnm FASTENER RlEwimmmm 7-- -7- mm" m Gumn"' f of -%rwnfv F"-Ffmam (ONE mvis) TO BEAM FASTOMM To C MLU, HOS-r FAsTmm To Vtom Hosy STFAXTURE 22mm 2x2x0, 125' BEAR SIZE #W S.M,S. #14 S-M-S. 0.25'0 TApcms 0-37510 TArcems #fO WWOomo Scamw"mv 4 WOODstmilf CUSTOM SENT 0 1 ANGLE BRACKET17IN11 2 1 1 2 1 1 SEE NOTE #1) 2X3 H 2 2 2x2xU,I- C—Um BENT ANGLE BRACKET SEE NOTE # 3) 2%4 H 2 1 4 SM 2 2 1 2 2 ZUS Sm 3 5 3 2 6 SM 3 3 2 3 3 RAA= I - ANGLEDBEAM TO SUPPORT STRUCTURE a 4 4 3 2 4 4 za 5 5 4 3 PLAN VIEW) 5 5 5 4 5 Notes: 6 6 5 5 6 1 6 1) ACUTE SIDE OF BEAM MAY BE NOTCHES TO ALLOW FOR THE 2x2xO 125' CUSTOM BENT ANGLE BRACKET TO SLIDE IN BETWEEN THE BEAM AND SUPPORT STRUCTURE. pyy P. THE FABRICATION METHOD To ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE a IS BRACKET TO THE BEAM PRIDE TO INSTALLING THE BEAM HALF -SHELL. 111111DID TIE ACUTE SIDE OF THE BEAM IS INSTALLED FIRST. THIS WOULD ALLOW FOR THE Momm EmEomENT DErm Owcws) FASTENERS TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIOR TO THE INSTALLATION OF THE Project Informcfflon WEEr, LEY HOMES LLC 2802 DIPPER CIRCLE SANFORD, FL 32773 PARCEL ID: 22- 20-30-520-0000-0290 Screened Area: 16 7 F T ^ 2 11 Solid Roof Area:N/A WIND SPEED:140 MPH EXPOSURE: C 5tankoM Erb heerirk Giroup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240- 4402 OBTUSE SIDE OF THE BEAM, 2) IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED, THEN A SECONDARY 2x2x0125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND OTY OF FASTENERS SHOULD REFERENCE THE ROW LABLED '2x2 H' IN THE FASTENER REQUIREMENTS' TABLE. 3) A. GVkiuM `SVN' Y J(dANGLE MUSTALWAYS BE INSTALLED ON THE OBTUSE SlgEYdP T{kt @EA t`'0'TWIE4I-WrEg AND ViPgTF}C-;NS FROM THE 'STRAIGHT BEAM TO SUPPORT Ula - "!tTUIRt' ' - t -'A DE rAkL' AFk4 TO THIS AIL . 9,J- ZZ, 1/77 Date Created: D Job Number: Design conforms to the FBC 2014 Building and the FBC 2IF14 Residential, as well as the ASCE 7-10 Pavol Stankay, P.t.', ENGINEER ' FL LIC. 29059 Z, 17-144 9: 0 F 1=1 1) Inserts are by 1^ O.B,Insertse in x 2" O.[l, or 1"xY O.B. members. 2) Framing members are fastened toa C.M.U. using 1/4"0concrete anchors with a minimum 1\^ embedment. 3) Framing members are fastened toa wood framed wall using a (MIN) #1Owood screw with a MIN) 1'' embedment. 4) Framing members that are fastened to an aluminum framed member will use a (MIN) #10 5.M. 3. 5)Framing members are fastened @ max. 3h^O.C,regardless ofC.M.U,wood, or8oanother aluminum frame member. 8) There shall be o fastener within 4^ of every 90" corner or upright in either direction but not required to be in both directions. 7) Inserts may be as large as desired, the type ofinsert used is chosen by the designer and |sincidental tostructural integrity 2227 M°==^,"R DR tORLANDO, FL 52807 ALUMINUM E r ANY WILL FFICE E SUE Project InforoafloaVYeexLsYHonso LLC 2802 G|rpeR C/ ncLs SAwrnnn.FL32775 PARCEL |D22' 20'50' 520-0000-0290 Screened Area: 167 FT'2 i i Solid Root Area: N /A imuF 2227 wcnn^ron omvc om'^ woo, FL 32807 px ( 407)2404402 Design conforms to the mc2024 Building and the ecmm 10 0 x 0,75" S.M.S. Quantity shown is the minimum requirement, Max spacing between fasteners is 2" with the minimum -4 7" O- V8" thick triangle plate spacing between fasteners at 0,75". If the component that — the cable is being attached to is configured in such a way that 0 0 0 0 0 prevents two perpendicular rows, then a second row 1.0 Z\ or column of fasteners may be added parallel (but not colinear) ffi ffi to the default row or column of fasteners at alternating spacing. 0 0< ffiffi 0 ffi 45- +": ffi IX2x0.125 Angle is to be used 15 In the case where the triangle plate—// is less tan Vs" thick. Vs" thick cable with approved loop attached to the eye bolt Eye bolt shown for illustrative purposes only Pressed Aluminum Eyelet Sleeve thick stainless steel cable 6" Stainless Steel welded eye bolt with framing components shown—,--- one standard nut on the bottom for illustrative purposes only side and two standard nuts on the top of the triangle plate. A single lock nut may be used in place of the two standard nuts on top Tr pressed eyelet sleeves Pressed Evelet Sleeve WAMMWS&AL- 1) To determine the quantity of cables needed for a screen wall braced on one side by a host structure take the total square footage of the braced wall and divide by 250. Round the calculated value to the closest whole number and subtract one. It is intended to not have a cable on a wall that is less than 250 S.F. Example: 430 S.F. 250 = 1.72 rounds to 2 --> 2-1 = I cable Example: 230 S.F. 250 = 0.92 rounds to 1 --> 1-1 = 0 cables 2) To determine the quantity of cables needed for an unbraced screen wall, take the total square footage of the unbraced wall and divide by 250. Round the calculated value to the closest whole number and multiply by 2. It is required that an unbraced screen wall have an equal amount of cables opposing each other. Example: 535 S.F. / 250 - 2A4 --> rounds to 2 --> 2*2 = 4 cables (2 pairs of apposing cables) 3) Any one of the approved cable -to -deck attachments shown may be used. Field conditions will dictate the type of gichment used and may change dynamically from the original design intent. This has no bearing on the Singlp eLopdesign or the structural integrity of the enclosure and therefore is allowed to be done, as long as one of the approved attachment details is utilized. 5) Minimum concrete edge distance for all concrete fasteners is 2 1/2 " . raga couch a m.A 1— V4" i Tapconc v„ ( Tapcon c yp—') s" 0 x 3" ( Tapcon ( ON If loop of cable is lac flange of tapcon the larger flanged doubt Flat Bar to Side of Deck el a® to Top_qf Deck 7 ANY WILL SUFFICE 8" ( T) 6063-T6 Aluminum or equivilant) d 5 6" 0 Stainless Steel 6) Cables should be at a 45' angle to the vertical uprights (±15'). Camelback Clip Bracket FlatBarPlate0. CableAttachmentDetails (I of 21 Cable Attachment Det te Created: ORLANDO, FL 32807 -qahkag Er4fteeTirg Ciroup 2227 MERCATOR DR P H L 07-678-3352 WEEKLEY HOMES LLC 2227 MERCATOR DRIVE 5/31/ 17 FAX L07- 678-133L IN 2802 GIPPER CIRCLE DEsiG aARMsALUM. COM ORLANDO, FL 32807 *Fb Number SANFORD, FL 32773 PH (407) 240-4402 -1 17-144RMSTRONGPARCELID: 22-20-30-520-0000-0290 Ravol Stankay, E. L f N/A Residential, as well as the ASCE 7-10 0 F ALUMINUM ScreenedArea: 167 FT'2 11 Solid Roof Area: Design conforms to the FBC 21-14 Building and the FBC 2014 INC. ONNOMM 11WIND SPEED:140 MPH EXPOSURE: C L modd CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION BY:' _ Application No: Documented Construction Value: $ 7 `'S?I' a Job Address: e SartfWAiIFL 3M3 Historic District: Yes No Parcel ED: Residential C9 Commercial Type of Work: New 14 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Mloi A pjGkdries _ Title: tPC+ eoomif)Aiw Phone: ATi -'J U I-- J"S' Fax: Email: }41 .1'i 9Jw 1 es,CanA Property Owner Information Name GNb- RtaIGIGIrl , LLC. CT?xres LLG Street: PO4* OC L 9,0ad City, State Zip: k'tOuJftWr "TIC, Phone: '415 311,0 • 33(05 Resident of property? : Contractor Information Name d Street: D iyf e4e $$Oa City, State Zip: A&Q my a OC`t1p I r L B 1L1 Phone: 4ib'- %US -$ab0 Fax: State License No.: = ISM 3a 1 Architect/Engineer Information Name: Mon±A costAl-kiem Phone: 409t - 0% t3Ill ; Street: WeSirnorTW' r*AV<. Suii+G l ADD Fax: 4404 - (a4S1— iq>o 4 Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED A.ND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FENANCING, 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 al I taws 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 codo In effect as of that date: 5'h Editioq (2014) Florida Building Cade v Revised; nine 30, 2015 `' P 1 u J Permit Application i V7 kl 15'9L; 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. C owi 'DtAf-f; 2 Print Owner gent's Name Sig re of Notary -State ofElorida Date Ttmh M. Pk"k NOTARY PUBLIC STATE OF FLORIDA CtttmiM OOOO d Owner/Agent is V PersoNy Known to Me or Produced ID Type of M Beat•)A-0111sill Si ature of C t cto Agen Date A thk4-e Print Con for/Agent's Name Signs eofNotary_StateofFlorida Date Tanla K PlolMI AMM NOTARY PYWOS'TAT!! OF FhWRk C:tarrrtM Contractor/ istlisummlyMnown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical EMechanical d Plumbingd Gas Roof Construction Type: •/ b Occupancy Use: Rs Flood Zone: tiro Total Sq Ft of Bldg: a'7 09 Min. Occupancy Load: % --1 # of Stories: 2- New Construction: Electric - # of Amps t So Plumbing - # of Fixtures 1$ Fire Sprinkler Permit: Yes No a # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No 21 WASTE WATER: BUILDING: SF Revised: June 30, 2015 Permit Application d_9 1 4 -//. 1-7— CITY OF SANFORD BUILDING & FIRE PREVENTION G.' 0V2vE PERMIT APPLICATkION jApplication No: g . Documented Construction Value: $ 5, 65=/ D - © D Job Address: TO)— &aji2 Historic District: Yes NotR Parcel ID: P ' --k-,TR -,Op 'D-9D 1oT eLl] gResidentiaCommercial Type of Work: New R Addition Alteration Repair Demo Change of Use Move Description of Work: FOA P-'-SW Plan Review Contact Person: ac cogw Title: 1/cd P.2 s rD... j Phone: 32/- 2.77- `2 Eft Fax: Email: Property Owner Information Name Df+„ ro t4,10.6/<L! 3r / oC hA,arr Phone: Street: W667;&- Pra Resident of property? City, State Zip: 4rf9mo-era_ ,Sp,, s /2L. 3 z Contractor Information Name A'_ UCH /1,,A4P Z,>,: Street: / 0 6 S 64- -& rW3 A-0 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: 17 fZ Fax: State License No.: G 0,2_ 7 `/1/ 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 1053 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 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 l 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. 3 zy 7 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's ame Qw" Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID p•'n;; JOSHUA L. JESSIE rc• ' Notary Public State of Florida My Comm. Expires Jun 5. 2018 Commission # FF 130058 Cbnfractor/Agent is Personally Known to Me or Produced ID )( Type of M F L - 6L BELOW IS FOR OFFICE USE ONLY 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 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 11 To: City of Sanford Building Department Please accept this letter as my authorization for Tom Lawhorn to act as my agent in signing for and obtaining a plumbing permit for the address shown below: Reagans Pointe Lot 29 2802 Gipper Circle Sanford, FL 32773 CFCO29744 Danny L Brokaw brokawdan@gmail.com Thank you, License Holder Signature: STATE OF FLORIDA COUNTY OF ORANGE This instrument was acknowledged before me this ' qW day of McLrc 0 DO by Danny L Brokaw, State of Florida Certified Plumbing Contractor #CFCO29744. This person has executed this document and has produced a valid Florida Driver's License B620-172-55-091-0 as identification. WITNESS my hand and official seal this JOSHUA L. JESSIE Notary Public - State of Florida My Comm. Expires Jun 5. 20180 Commission a FF 130058 o L114^ day of MoxcA aQl Not y Public S1 ignat e IS H UP L • J E55 1 Printed Name My Commission Expires Integrity Plumbing & Mechanical, Inc. 1068 Big Oaks Blvd. Oviedo, FL. 32765 COUNTY OF SEMINOLE (W 1- ZqIMPACTFEESTATEMENT ISTATEMENTNUMBER: 17100001 DATE: March 16, 2017 ` ~ 5c, BUILDING APPLICATION ##: 17-10000129 BUILDING PERMIT NUMBER: 17-10000129 UNIT ADDRESS: GIPPER CIRCLE, 2802 22-20-30-518-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: a SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND-REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE LOT 1 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2802 GIPPER CIR, REAGAN POINTE LOT 1, SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyROADS -COLLECTORS Housing 705.00 SingleFamily REFIRERESCUEN/ A Housing 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing CO - WIDE ORD 54. 00 PASingle Family Housing 5,000.00 LAW ENFORCE N/A DRAINAGE N/ A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1. 000 dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 AMOUNT DUE 00 5, 759. 00 STATEMENT yy yi „ I. __ RECEIVED BY: I A I l (%C',il SIGNATURE: PLEASE PRINT NAME) v DATE: r NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUPORREQUESTED, FROM THEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRk STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 SHOULDPAYMENT CHECK ORRENCETHECOTYBUIILDINGYPERMITNNUMBEREATTHEROP LEFT OOFDTHIS ESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEDETAILOFCALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. l Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE TOWN SQUARE TITLE, LTD 250 EAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422.2234 FACSIMILE: 407.843.8964 GRANT NALOY SE11INDLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 8882 P9 1030 (IP9s) CLERIC'S Y 2017029368 RECORDED 03/24/2017 08:34:56 AM RECORDING FEES $10.00 RECORDED BY hdevore W E 17022 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-518-0000-0010 (parent STATE OF FLORIDA COUNTY OF ORANGE 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: 1. Legal Description of the Property: Lot 29, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2802 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John ing, as Authorized Agent STATE OF FLOR1DA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly -authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because:,94 personally know him/her/them OR I have satisfactory evidence of same based upon a Florida driver's license or Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature PLACE NOTARY NAME A SEAL IMMEDIATELY, W) CE ED OP GRANT MALU; „;Cr,,l to„'Y..'oe D.BRUCKS Ct ° OF Th UIT COURT ; ;ti tit A4Y COM?.11SSION u FF 047059 Ai1D C `M1PT !L i ":` RP - < EY.PIP.ES: September 10, 2017 SiNilNO UN 1lJR{OA ('c d.AThrIBw.:INu3ry5zrvites ay U OEPUTYK.A) 2 4 qo ., F>. Z- E"Je ECEIVE FEB 1 6 2017 BY: Al 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • n - 4 5 9 T Documented Construction Value: $ 9;tp21 J-;-J . l; Job Address: _a8O a beeX , od SQYi:AIIFL 3m- Historic District: Yes No Parcel ID: IIpp11 Residential Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: `Mn; a clei 'iVIA Title: Broieck Cpd(d;n Phone: Rio - (p $"- ga-BS' Fax: Email:rjf(a QG(W 1C11M 1° 1 J o rr Property Owner Information Name C Nb - Re Anarl t ti-C, (Texa% LLc) Street: N• pot,.4. OaL Ruad City, State Zip: ibuMMI `C(. '-OS S• Phone: ' 416 3110 • '33(05 Resident of property? : Contractor Information Name _& uA c1 bqfRe Phone: _Hb"-- %US -aabO Street: ' 5. We.54rn"ie DdLy u.'r1 Od Fax: City, State Zip: ALJ%qM!e-0!1W, !& BW Ol State License No.: Architect/ Engineer Information Name: MOn1 C=%AWAA Phone: 409t (off l 1Q.1• Street: S. wo-s+M15m Dr1yt suit- IUD Fax: 4 Lid. 7 10` 1 i i •r r•i Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR i 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. FIeC 1053 Shall be Inscribed with tho date of application and the code In effect as of that date: 51h Edition (2014) Florida Building Code Revised: Juno 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value wi11 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. 50WA *Duf R e Print Owner gent's Name Si re of Notary -State o lorida Date TWO M. PWAO&p NOTARY PUBLIC1VMA STATE OF FLOFUDA Catrr10 GODWAN Owner/Agent is ersonlAy K own to Me or Produced ID Type of ID i 4 0' Z . 11 Si ature of C/dNctorfAgenfDate Print Con for/Agent's Name 4x aW Sigtta a of Notary -State of Florida Date Tatts k Plolm>r11tq NOTARY PUNW 3 STATE OF F"PA Como Contractor/ is twv nown to Me or Produced ID Type of DD BELOW IS FOR OFFICE USE ONLY 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: UTILITIES: ENGINEERING: V'ATC 3 D31 FIRE: COMMENTS: ry\ ae_(%4 oy s- arek Sko w rt . Flood Zone: X -SEE of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-459 2802 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 23341square feet I SQUARE FOOTAGE OF GARAGE ONLY: I 375 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2709 square feet Dollar Valuation of Work: 2825,634.58 State Fee: 86.74 Permit Fee 2,018.45 Application Fee: 25.00 Plan Review Fee: 847.91 Total Building Permit Fees: 2,978.09 Plumbing Fixture Calculation 17-459 2802 Gipper Circle Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 i i I Total Plumbing Fixtures - 18 Permit #: 17- 459 Address: 2802 Gipper Circle Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2709 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 CITY OF SANFORD F BUILDING AND FIRE PREVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-459 Date: 03/02/2017 Project Description: New SFR Contact Name: Tania Pickering Job Address: 2802 Lipper Circle Contact Email: tpickering(a)dwhomes.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 conies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accented without two copies. COMMENTS: 1. The plumbing riser needs to be revised: The branch line to the Washing Machine is required to be minimum 3 inches. The plumbing riser shows 2 inches. FBC P406.2 2. In addition to comment #I, the VTR (venting through the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 '/2 inches. FBCR P3109.4 3. The HVAC duct layout is not legible, too small and cannot be read. Please submit the HVAC duct layout on minimum legal size pages. Each page should include only 1 floor. FBC 107 4. Please submit two (2) copies of an Electrical Load Calculation, including the service size for the home. FBC 107 5. The Product Approval Specification Sheet contained errors and included products not specific to the home. Please see the attached Product Approval Specification Sheet, as it has been corrected to identify only the items that will be installed on the home. Nothing needs to be done to answer this comment. 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 meelines will+ the n/a++s examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tickering@dwhomes.com Property Address: 2802 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) _ Parcel identification Number: Not Available (Model Home) Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W 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 W, the best available information used to determine the base flood elevation is: BP# 17-459 Reviewed by: Michael Cash, CFM Date: March 13, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: —Al lsIl+ I hereby name and appoint: IzkVii G an agent of: bAVI d week-k.!4 S Name olCompany) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): EV The specific permit and application fQr work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State Licens Signature of STATE OF COUNTY C The foregoing in rument wow ged before me this. 2011- 7 , by to me or who as pr duced identification and who did Notary Seal) TAMMY LYNN BAILEY a` pr n r ;; Notary Public Slate of Florida Commission N GG 042385 s". Pic My Comm. Expires Feb 24. 2021 d'` Banded Through National Notary Assn. Rev. 08.12) I day o • , who is /personally known Notary Public - State of ' -I-Idn Commission No. My Commission Expires: as REQUEST FOR TUG & PRE, POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a) 1(6 1 19- Project Name: qeataan 6—n Project Address: AS OIL (?;9pigr urcl e. Building Permit Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. R. Prior to pro -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are In an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The Iicepsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local Jurisdiction for fees associated with tugs. t3vud Du 2 P: int Name of O ner/Tenant RW,A7. gnat dff o Ownor/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Fbqd 'bc cffie Prine of Ge . Contractor Signat A of en. ontractor CC4 IC151q 591 Gen. Contractor License 4 CALLED INTO: Progress Encrgy Rov. 02/10/15) Pint Name of 1, ontractor i GCmr al 0 ELContractor License # Florida Power and Light on ^/ / 1 1, I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & ViAMM-.. c-1877—Landscaping i11 Right -of -Way www. sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or ; sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a s. driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the R„owwhosbelow, size and location of the existing right—of-way and use shall be provided or application could be delayed. call Moo youat4 1. Protect Location/Address:A m 1 cn4wcierie o1 gall —L— Bzaa3 2. Proposed Activity: 3. Schedule of Work: Driveway Walkway Other: Start Date L 1i a Completion Date Emergency Repairs 4. Brief Description of Work: V lrWL U" ror JC!CA .. S20" !rAM1_ r This application is submitt d by: Property Owner. • r Signature: Print Name: ?KXA tl Address: ass S. W25teA- Vke ZAVlr Ciul'be 1516 AIAAMMAI-e StOA04S FL. Phone:Fax: Email:Date: olI1SII' Maintenance Responsibilities/ indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installabonfimprovement fully restoring the rlght-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permlttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestofs expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and undgrrs an0he above statement and by signing this application I agree to its terms. Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Official Use Only Fee: Date: Date: Date: Date: Date: 3` 13— l7 Date: ROW Use Driveway.pdr REQUIRED INSPECTION SEQUENCE DAVED WEEKLEY HOMES SFR-DETACHED Permit # 17-459 Address: 2802 Gip er Circle BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING,PERMIT ; Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY F'JRM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot29ReaganPointe7510A Builder Name: David Weekley Homes Street: 2802 Gipper Circle Permit Office: # 1 % - 4 5 9City, State, Zip: Sanford , FL , Permit Number: Owner: U01''PAio Jurisdiction: 691500DesignLocation: FL, Sanford County•: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2860.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1404.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1306.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 149.33 ft' 4. Number of Bedrooms 2 d. N/A R= ft' 10. Ceiling Types (1373 0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1257.00 ft' 6. Conditioned floor area above grade (ft') 2549 b. Under Attic (Vented) R=38.0 116.00 ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft' 7. Windows(402.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main2 6 434.8 a. U-Factor: Dbl, U=0.34 322.02 ft' b. Sup: Attic, Ret: Attic, AH: Main2 6 75 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80 00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 35.0 SEER:14.00 b. Central Unit 18.4 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 35.0 HSPF:8.20 SHGC: b. Electric Heat Pump 18.4 HSPF:8.20 Area Weighted Average Overhang Depth: 3.115 ft. Area Weighted Average SHGC: 0.326 14. Hot water systems a. Electric Cap: 40 gallonsEF: 8. Floor Types (2549.0 sgft.) Insulation Area 0. 940 a. Slab -On -Grade Edge Insulation R=0.0 1292.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1176.00 ft' None c. other (see details) R= 81.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.158 Total Proposed Modified Loads: 73.46 PASS TotalBaselineLoads: 74.83 1 hereby certify that the plans and specifications covered by Review of the plans and S7-47; this calculation are in compliance with the Florida Energy specifications covered by this O4 HE Code. calculation indicates compliance ii,, '% " ` ' • with the Florida Energy Code. pr,,,'•-::;':€'.,,„ < PREPARED BY: Before construction is completed DATE: February 10 2017 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 0 W'E C4 OWNER/ AGENT: BUILDING OFFICIAL: DATE: 411 IS (M DATE: 3 • f Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 2/ 10/2017 3:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 I. TFORM R405-2014 PROJECT Title- Lot29ReaganPointe7510A Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2549 Lot # 29 Owner: Total Stories: 2 Block/SubDivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook. Builder Name: David Weekley Homes Rotate Angle: 0 Street. 2802 Gipper Circle Permit Office: Cross Ventilation. No County- Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip. Sanford , Family Type: Single-family FL , New/Existing. New (From Plans) Comment: 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 2174 19868.6 2 Block2 375 3498.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 917 8555.6 Yes 2 0 1 Yes Yes Yes 2 Main2 1257 11313 No 1 2 1 Yes Yes Yes 3 Sales 375 3498.8 No 0 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main2 ---- ---- 81 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117 ft 0 917 ft' 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio Main 39 ft 0 375 ft' 0.3 0 07 4 Floor Over Other Space Main2 ---- ---- 801 ft' 0 0.2 0 08 5 Floor Over Other Space Main2 ---- ---- 375 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1536 ft' 344 ft' Medium 0.85 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1373 ft' N N 2/10/2017 3:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM 4405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 116 ft' 0.11 Wood 2 Under Attic (Vented) Main2 30 Blown 1257 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt Tn Wall Type Space 1 NE Exterior Frame - Wood Main2 19 48 0 9 0 432.0 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul Main 7 48 0 9 4 448.0 ft' 0 0 0.6 0 3 SE Exterior Frame - Wood Main2 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul Main 7 30 0 9 4 280.0 ft' 0 0 0.6 0 5 SW Exterior Frame - Wood Main2 19 48 0 9 0 432.0 ft' 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul Sales 7 21 0 9 4 196.0 ft' 0 0 0.6 0 7 SW Exterior Concrete Block - Int Insul Main 7 27 0 9 4 252.0 ft' 0 0 0.6 0 8 NW Exterior Frame - Wood Sales 11 16 0 9 4 149.3 ft2 0 0.23 0.6 0 9 NW Exterior Frame - Wood Main2 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 10 NW Exterior Concrete Block - Int Insul Sales 7 2 0 9 4 18.7 ft' 0 0 0.6 0 11 NW Exterior Concrete Block - Int Insul Main 7 12 0 9 4 112.0 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None 4 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 NE 2 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft' 14 ft 11 in 0 ft 1 in None None 3 NE 2 Vinyl Low-E Double Yes 0.34 0.3 16.2 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 41.3 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 5 SE 4 Vinyl Low-E Double Yes 0.34 0.3 57.8 ft' 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 6 SE 4 Vinyl Low-E Double Yes 0.55 0.43 80.0 ft' 6 ft 8 in 0 ft 1 in None None 7 SW 5 Vinyl Low-E Double Yes 0.34 0.3 3.0 ft' 1 ft 4 in 1 ft 0 in None None 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 0 in None None 9 SW 6 Vinyl Low-E Double Yes 0.34 03 16.2 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 10 SW 6 Vinyl Low-E Double Yes 0.34 03 24.0 ft' 1 ft 4 in 11 ft 3 in None None 11 SW 7 Vinyl low-E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 3 in None None 12 NW 9 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 13 NW 9 Vinyl Low-E Double Yes 0.34 0.3 10.3 ft' 1 ft 4 in 4 ft 9 in Drapes/blinds None 14 NW 9 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 6 ft 3 in Drapes/blinds Exterior 5 15 NW 9 Vinyl Low-E Double Yes 0.34 0.3 10.3 ft' 1 ft 4 in 7 ft 8 in Drapes/blinds Exterior 5 2/10/2017 3:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R4n5-2nl4 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1947.3 106.9 201.05 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF:8.2000 35 kBtu/hr HSPF:8.2 18.4 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 14 35 kBtu/hr 0 cfm 0.75 SEER: 14 18.4 kBtu/hr 552 cfm 0.75 1 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Sales 0.94 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V # Supply --- Location R-Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 434.8 ft Attic 6 75 ft7 Attic Attic 108.7 ft Default Leakage Main2 (Default) (Default) 18.75 ft Default Leakage Main2 (Default) (Default) 1 1 2 2 TEMPERATURES Programable Thermostat: Y CoolingJan Feb HM ar HeatinHJan Feb Mar Ventin Jan Feb Mar Ceiling Fans: Se Oct fAPrMayfJunfJulAuSePOctA r Ma X Jun X Jul X Au rl X] Apr [ May [ Jun [ Jul Aug Se Oct Nov Nov HNovDec Dec Dec 2/ 10/2017 3:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM 405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/10/2017 3-25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7 Windows" Description a U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.43 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2802 Gipper Circle, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a Frame -Wood, Exterior R=19.0 1404.00 ft' b. Concrete Block - Int Insul, Exterior R=7 0 1306.70 W 1 c. Frame - Wood, Exterior R=11.0 149.33 ft' 2 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1257.00 ft' 2549 b. Under Attic (Vented) R=38.0 116 00 ft' Area c. N/A R= ft' 322.02 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Main2 6 434.8 b. Sup: Attic, Ret: Attic, AH. Main2 6 75 80.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 35.0 SEER:14.00 b. Central Unit 18.4 SEER•14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft' 13. Heating systems a. Electric Heat Pump 3 115 ft b Electric Heat Pump 0 326 Area 14. Hot water systems 1292.00 ft' a. Electric 1176.00 ft' 81 00 ft' b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date:"- Address of New Home:4ba G. ' City/FL Zip: _ F(. 3XF 3 kBtu/ hr Efficiency 35. 0 HSPF:8.20 18. 4 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat 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. 2/ 10/2017 3:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DELAIR Manual S Compliance Report Job: LotMeaganPointe7510... Date: Febuary 10, 2017 WATMc • AM conDITIOM c A/H 1 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM e-roject intormation For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Cooling Equipment Design Conditions. Outdoor design DB: 93.0°F Sensible gain: 25698 Btuh Entering coil DB: 75.9°F Outdoor design WB: 75.2°F Latent gain: 3411 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 29109 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 26384 Btuh 103% of load Latent capacity: 4931 Btuh 145% of load Total capacity: 31315 Btuh 108% of load SHR: 84% Design Conditions Outdoor design DB: 40.9°F Heat loss: 22152 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm • Output capacity: 33000 Btuh 149% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 6.9 kW 107% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. C wri htsoft• 2017-Feb-1015:24:36 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 1 4C(;A...t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 1 Manual S Compliance Report Job: Lot29Rea9anPo1nte7510... DEL --AIR Date: Febuary 10, 2017 IUTMO • AIR CONUMON1HO A/H 2 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Design Conditions Outdoor design DB: 93.0°F Sensible gain: 10115 Btuh Entering coil DB: 78.1°F Outdoor design WB: 75.20F Latent gain: 286 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 10401 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 8369 Btuh 83% of load Latent capacity: 948 Btuh 332% of load Total capacity: 9317 Btuh 90% of load SHR: 90% Design Conditions Outdoor design DB: 40.9°F Heat loss: 3814 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.OoF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17800 Btuh 467% of load Capacity balance: 4.4 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 1.1 kW 100% of load Temp. rise: 49 OF Meets are all requirements of ACCA Manual S. wri htSoft' 2017-Feb-1015:24:36 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 2 ACCt{...t29ReaganPointe7510A\Lot29ReaganPoinle7510A.rup Celc = MJ8 House faces: NW Component Constructions Job: Lot29ReaganPointe7510... DEL --AIR r Date: Febuary 10, 2017 RfATING- AIRCONOmONIRG Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (T) 29 18 Latitude: 29°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: Daily range (T) - 17 ( M) Method Simplified Wet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain fF 9tuh/ft'-'F W-'FIBtuh fthM Muh 6WhM Btuh Walls 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 401 0.064 19.0 1.86 746 2.01 808 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm se 228 0.064 19.0 1.86 425 2.01 460 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 409 0.064 19.0 1.86 762 2.01 824 fnsh, 2"x6" wood frm, 16" o.c. stud nw 202 0.064 19.0 1.86 377 2.01 408 all 1241 0.064 19.0 1.86 2310 2.01 2500 13A-7ocs Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh: ne 410 0.167 7.0 4.86 1994 4.01 1645 13A-7ocs Blk wall, r-3 ext bd ins, 4" thk. 1/2" gypsum board int fnsh se 142 0.167 7.0 4.86 691 4.01 570 sw 228 0.167 7.0 4.86 1108 4.01 914 nw 88 0.167 7.0 4.86 427 4.01 353 all 868 0.167 7.0 4.86 4220 4.01 3482 13A-7ocs 2 Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh: sw 156 0.167 7.0 4.86 757 4.01 625 13A-7ocs 2 Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh nw 19 0.167 7.0 4.86 91 4.01 75 all 174 0.167 7.0 4.86 848 4.01 699 12B-Osw Frm wall, stucco ext, 3/8" wood shth, r-11 cav ins, 1/2" nw 149 0.097 11.0 2.82 421 3.05 456 gypsum board int fish, Z x4" wood frm, 16" o.c. stud: 1213-0sw Frm wall, stucco ext, 3/8" wood shth, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, ne 31 0.340 0 9.89 309 26.5 827 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht. 1.29 ft sep.); 6.67 ft head ht 1 OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 21 0.340 0 9.89 211 18.6 396 1/8" thk; NFRC rated (SHGC=0.30); 14.95 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.89 160 22.5 363 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.29 ft sep.); 6.67 ft head ht 2017-Feb-10 15:24:36 r 1 htl soft• W 9 Right -Suite® Universal 2017 17.0.16 RSU24015 page 1 C ..t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces- NW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 42 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.29 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 58 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6.25 ft window ht, 11.29 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" se 80 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.66 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 3 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 20 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.25 ft window ht, 11.29 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, sw 24 0.340 11.29 ft sep.); 6.67 ft head ht all 48 0.340 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.76 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap, nw 10 0.340 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.71 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6.21 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.65 ft sep.); 6.67 ft head ht Doors 11DO: Door, wd sc type Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fish Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb ovr 22A-tpl: Bg floor, light dry soil, on grade depth 22A-wpl: Bg floor, light dry soil, on grade depth, hrd wd fir fnsh 0 9.89 412 21.0 875 0 9.89 572 23.2 1340 0 16.0 1280 18.9 1511 0 9.89 30 12.4 37 0 9.89 198 19.5 390 0 9.89 160 27.1 438 0 9.89 237 27.1 650 0 9.89 237 27.1 650 0 9.89 475 27.1 1300 0 9.89 309 22.5 701 0 9.89 103 22.5 234 0 9.89 154 22.5 350 0 9.89 103 22.5 234 nw 24 0.390 0 1373 0.026 38.0 81 0.050 19.0 117 0.989 0 39 0.989 0 11.3 272 12.1 291 0.76 1039 1.42 1947 1.45 117 0.73 59 28.8 3367 0 0 28.8 1122 0 0 C wri9 htsoft• 2017-Feb-1015:24:36 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 2 t29ReaganPointe7510A\Lol29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 1 DEL -AIR Component Constructionsp ttca>r111c • IUN CONUMOKIM /vH Z DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot29ReaganPolnte7510... Date: Febuary 10, 2017 By: RH Project• • For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 290N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M BtuhM-T M-'FlBtuh BRjhM Btuh BtuhM ntuh Walls 13A-7ocs 2 Blk wall, r-3 ext bd ins, 4" lhk, 1/2" gypsum board int fnsh: sw 156 0.167 7.0 4.86 757 4.01 625 13A-7ocs 2 Blk wall, r-3 ext bd ins, 4" lhk, 1/2" gypsum board int fnsh nw 19 0.167 7.0 4.86 91 4.01 75 all 174 0.167 7.0 4.86 848 4.01 699 1213-0sw Frm wall, stucco ext, 3/8" wood shth, r-11 cav ins, 1/2" nw 149 0.097 11.0 2.82 421 3.05 456 gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 1213-0sw Frm wall, stucco ext, 3/8" wood shth, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.89 160 27.1 438 1/8" lhk; NFRC rated (SHGC=0.30); 1.33 It overhang (5.25 ft window ht, 11.29 It sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 0 9.89 237 27.1 650 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.29 ft sep.); 6.67 ft head ht Doors none) Ceilings none) Floors 22A-wpl: Bg floor, light dry soil, on grade depth, hrd wd flr fish 39 0.989 0 28.8 1122 0 0 t Wrl htsoft• 2017-Feb-10 15:24:36 C 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 3 129ReaganPointe7510A\Lol2gReagenPoinle7510A.rup Calc = MJ8 House faces NW DEL -AIR Component Constructions Job: Lot29ReaganPointe7510... P Date: Febuary 10, 2017 KUnXC • IUN CONUMOKI IB A/H 1 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Cooling Dry bulb (OF) 41 93 Daily range (OF) - 17 ( M) Wet bulb (OF) - 75 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 29 30 2.5 Simplified Average 0 Cooling 75 18 50 38.7 Construction descriptions Or Area ll-value Insul R Htg HTM Loss Clg HTM Gain R Btuh/M-'F M-'F/Btuh Btuh/W Btuh Btuh/W BNh Walls 12E-Osw Firm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 401 0.064 19.0 1.86 746 2.01 808 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm se 228 0.064 19.0 1.86 425 2.01 460 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 409 0.064 19.0 1.86 762 2.01 824 fnsh, 2"x6" wood frm, 16" o.c. stud nw 202 0.064 19.0 1.86 377 2.01 408 all 1241 0.064 19.0 1.86 2310 2.01 2500 13A-7ocs Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fnsh: ne 410 0.167 7.0 4.86 1994 4.01 1645 13A-7ocs Blk wall, r-3 ext bd ins, 4" thk, 1/2" gypsum board int fish se 142 0.167 7.0 4.86 691 4.01 570 sw 228 0.167 7.0 4.86 1108 4.01 914 nw 88 0.167 7.0 4.86 427 4.01 353 all 868 0.167 7.0 4.86 4220 4.01 3482 Partitions none) Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, ne 31 0.340 0 9.89 309 26.5 827 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 1.29 ft sep.); 6.67 it head ht 1OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 21 0.340 0 9.89 211 18.6 396 1/8" thk; NFRC rated (SHGC=0.30); 14.95 ft overhang (8 ft window ht, 0.08 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.89 160 22.5 363 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.29 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 42 0.340 0 9.89 412 21.0 875 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.29 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 58 0.340 0 9.89 572 23.2 1340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6.25 ft window ht. 11.29 ft sep.); 6.67 ft head ht C Wrl ht;soft• 9 Right 2017-Feb-1015:24:36 Suite® Universal 2017 17.0.16 RSU24015 Page 4 t29ReaganPointe7510A%Lot29ReaganPoint e7510A.rup Calc = MJ8 House faces: NW 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" se 80 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.66 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 3 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 20 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.29 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.76 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.71 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6.21 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.65 ft sep.); 6.67 ft head ht Doors 11DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fish Floors 20P-19c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-19 cav ins, amb ovr 22A-tpl: Bg floor, light dry soil, on grade depth 0 16.0 1280 18.9 1511 0 9.89 30 12.4 37 0 9.89 198 19.5 390 0 9.89 237 27.1 650 0 9.89 309 22.5 701 0 0 0 nw 24 0.390 0 1373 0.026 38.0 81 0.050 19.0 117 0.989 0 9.89 103 22.5 234 9.89 154 22.5 350 9.89 103 22.5 234 11.3 272 12.1 291 0.76 1039 1.42 1947 1.45 117 0.73 59 28.8 3367 0 0 Wrl htsoft• 2017-Feb-1015:24:36 C; 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 5 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Celc = MJ8 House faces: NW 1' Project Summary Job: Lot29ReaganPointe7510DEL- AIR ... Date: Febuary 10, 2017 KUTINO• AIR CONOITIONINO Entire House By: RH DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 29 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23521 Btuh Structure 29437 Btuh Ducts 2445 Btuh Ducts 4229 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25966 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Infiltration Equipmenisensible load 33666 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3044 Btuh Ducts 652 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area ( ft2) 2549 2549 Equipment latent load 3696 Btuh Volume ( ft') 24409 24409 Air changes/hour 0.41 0.21 Equipment total load 37362 Btuh Equiv. AVF (cfm) 167 85 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017- Feb-10 15:24:36 wrightsoft- Right -Suite® Universal 2017 17.0.16 RSU24015 ACCA Page 1 9t29ReaganPointe7510A\ Lot29ReagenPointe7510A.rup Calc = MJ8 House faces: NW DELtlProjectSummaryJob: LotMeaganPolnte7510... AIR A, / Y Date: Febuary 10, 2017 HUTMG • RIB CONOmONING iI 1 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI 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 20054 Btuh Ducts 2099 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 22152 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area(ftZ) 2290 2290 Volume (ft3) 20910 20910 Air changes/hour 0.42 0.21 Equiv. AVF (cfm) 146 75 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO AHRI ref : 9162429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF Backup: 8.2 HSPF 33800 Btuh @ 47°F 28 OF 1100 cfm 0.050 cfm/Btuh 0.30 in H2O Input = 7 kW, Output = 23668 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22178 Btuh Ducts 3520 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmentsensible load 25698 Btuh Latent Cooling Equipment Load Sizing Structure 2759 Btuh Ducts 652 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3411 Btuh Equipment total load 29109 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000BO Coil FB4CNP036L AHRI ref : 9162429 Efficiency 11.5 EER, 14 SEER Sensible cooling 24750 Btuh Latent cooling 8250 Btuh Total cooling 33000 Btuh Actual air flow 1100 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI.1 FtltSOft' 2017-Feb-1015:24:36 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 2 AC:A...t29ReaganPointe7510A%Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 1' DEL -AIR Project Summary Job: Lot29Rea9anPo1nte7510... 1 y Date: Febuary 10, 2017 NFATIXG • AIR CON11MONOO; A/H 2 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 3467 Btuh Ducts 347 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 3814 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftZ 375 375 Volume (W) 3499 3499 Air changes/hour 0.36 0.19 Equiv. AVF (cfm) 21 11 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 AHRI ref : 9162108 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 7644 Btuh Ducts 764 Btuh Central vent (0 cfm) 0 Btuh none) Blower 1707 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 10115 Btuh Latent Cooling Equipment Load Sizing Structure 286 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 286 Btuh Equipment total load 10401 Btuh Req. total capacity at 0.75 SHR 1.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0180000A0 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 13350 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 4450 Btuh Temperature rise 27 OF Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.155 cfm/Btuh Air flow factor 0.071 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.97 Capacity balance point = 4 OF Backup: Input = 1 kW, Output = 3804 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-10 15:24.36 wrightsoft' Right -Suite® Universal 2017 17.0 16 RSU24015 Page 3 14CCA ...t29ReaganPointe751OA\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 1, bEL--AIR Right-J® Worksheet r°'=coian"ama Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot29Reagan Pointe751OASa... Date: Febuary 10, 2017 By: RH 1 Room name Entire House A/H 1 2 Exposed wall 312.0 ft 273.0 ft 3 Room height 9.2 ft 9.1 ft 4 Room dimensions 5 Room area 2664.8 W 2289.8 ft' Ty Construction U-value Or HTM Area M Load Area (ft Load number Btuh/ft;'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw Fnn wall, st 0 064 ne 1.86 2.01 432 401 746 808 432 401 746 808 1 2A-2ov 0.340 ne 9.89 26.51 31 0 309 827 31 0 309 827 13A- 7ocs Blk wall, r 0.167 ne 4.86 4.01 448 410 1994 1645 448 410 1994 1645 10C- v 0.340 ne 9.89 18.56 21 0 211 396 21 0 211 396 11 2A-2ov 0.340 ne 9.89 22.45 16 0 160 363 16 0 160 363 yJ 12E-Osw Fnn wall, st 0.064 se 1.86 2.01 270 228 425 460 270 228 425 460 2A- 2ov 0.340 se 9.89 21.04 42 7 412 875 42 7 412 875 G13A- 7ocs Blk wall,r 0.167 se 4.86 4.01 280 142 691 570 280 142 691 570 El- ci El2A-2ov 0.340 se 9.89 23.18 58 0 572 1340 58 0 572 1340 2A- 2ovd 0.550 se 16.00 18.88 80 80 1280 1511 80 80 1280 1511 qJ 12E-Osw Frm wall, st 0.064 sw 1.86 2.01 432 409 762 824 432 409 762 824 I- G 2A-2ov 0.340 sw 9.89 12.39 3 3 30 37 3 3 30 37 2A- 2ov 0.340 sw 9.89 19.49 20 6 198 390 20 6 198 390 13A- 7ocs 2 Blk wall, 0.167 sw 4.86 4.01 196 156 757 625 0 0 0 0 2A- 2ov 0.340 sw 9.89 27.08 16 0 160 438 0 0 0 0 2B- 2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0 V+ J G 13A- 7ocs Blk wall, r 0.167 sw 4.86 4.01 252 228 1108 914 252 228 1108 914 2B- 2fv 0.340 sw 9.89 27.08 24 0 237 650 24 0 237 650 W 126-0sw Fnn wall, st 0.097 rtw 282 3.05 149 149 421 456 0 0 0 0 12E- 0sw Frm wall, st 0.064 rtw 1.86 201 270 202 377 408 270 202 377 408 2A- 2ov 0.340 nw 9.89 2245 31 0 309 701 31 0 309 701 2A- 2ov 0.340 nw 9.89 2245 10 0 103 234 10 0 103 234 2A- 2ov 0.340 nw, 9.89 22.45 16 0 154 350 16 0 154 350 2A- 2ov 0.340 nw 9.89 2245 10 0 103 234 10 0 103 234 W 13A-7ocs 2 Blk wall, 0.167 nw 4.86 4.01 19 19 91 75 0 0 0 0 W, 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 112 88 427 353 112 88 427 353 11DO 0.390 nw 11.35 12.11 24 24 272 291 24 24 272 291 0C 1613-38ad 0.026 0.76 1.42 1373 1373 1039 1947 1373 1373 1039 1947 F 20P-19c 0.050 1.45 0.73 81 81 117 59 81 81 117 59 F 22A-tpl 0.989 28.78 0.00 917 117 3367 0 917 117 3367 0 F 22A-wpl 0.989 28.78 0.00 375 39 1122 0 0 0 0 0 61 c) AED excursion 0 0 Envelope loss/gain 18193 18428 15404 16185 12 a) Infiltration 5328 1688 4650 1473 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants @ 230 4 920 4 920 Appliances/ other 8400 3600 Subtotal ( lines 6 to 13) 23521 29437 20054 22178 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23521 29437 20054 22178 15 Duct loads 110% 159/6 2445 4229 10% 16% 2099 3520 Total room load 25966 33666 22152 25698 Air required (cfm) 1693 1693 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG= - pp-Wrightsoft- Right -Suite® Universal 2017 17.0.16 RSU24015 2017- Feb-1015Page 224:36 t29ReaganPointe7510A\ Lot29ReaganPointe7510A.rup Celc = MJ8 House faces NW IJEL--AIR Right-.1® Worksheet NMMG-°°"alafff 1010 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web- WWW.DEL-AIR COM Job: Lot29ReaganPointe7510ASa... Date: Febuary 10, 2017 By: RH 1 Room name A/H 2 2 Exposed wall 39.0 It 3 Room height 9.3 ft 4 Room dimensions 5 Room area 375.0 ft' Ty Construction U-value Or HTM Area M Load Area Load number 13tuh/ftk-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw Fnn wall, st 0.064 ne 1.86 2.01 0 0 0 0 G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 V j13A- 7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 10C-v 0.340 ne 9.89 18.56 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 W IL.G 12E-Osw Frrn wall, at 0.064 se 1 86 2.01 0 0 0 0 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 13A-7ocs BIk wall, r 0.167 se 4.86 4.01 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 wJ 12E-Osw Fnn wall, st 0.064 sw 1.86 2.01 0 0 0 0 2A-2ov 0.340 sw 9.89 12.39 0 0 0 0 I; C 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 y 13A-7ocs 2 Blk wall, 0.167 sw 4.86 4.01 196 156 757 625 2A-2ov 0.340 sw 9.89 27.08 16 0 160 438 I G 213-2fv 0.340 sw 9.89 27.08 24 0 237 650 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 W 1213-0sw Fnn wall, st 0.097 nw 2.82 3.05 149 149 421 456 12E-Osw Frm wall, st 0.064 nw, 1.86 2.01 0 0 0 0 2A-2ov 0.340 rrw 9.89 22.45 0 0 0 0 2A-2ov 0.340 r1w 9.89 2245 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 rlw 4.86 4.01 19 19 91 75 W_ L 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 11DO 0.390 nw 11.35 12A1 0 0 0 0D C 1613-38ad 0.026 0.76 1.42 0 0 0 0 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 F 22A wpl 0.989 28.78 0.00 375 39 1122 0 6 c) AED excursion 386 Envelope loss/gain 2789 2630 12 a) Infiltration 678 215 b) Room ventilation 0 0 13 Intemal gains: Occupants ® 230 0 0 Appliances/other 4800 Subtotal (lines 6 to 13) 3467 7644 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3467 7644 15 Duct loads 10% too/u 347 764 Total room load I 3814 8409 Air required (cfm) I 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC A ' wrightsoft- 2017-Feb-10 1 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 2 129ReaganPointe7510A%Lot29ReaganPoinle7510A.rup Calc = MJ8 House faces: NW DEL -AIR Right -A) Worksheet Job: Lot29ReaganPointe7510ASa... Winma =capainamto AIH 1 Date: Febuary 10, 2017 DEL -AIR HEATING &AIR By: RH CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name A/H 1 quality rm 2 Exposed wall 273.0 ft 14.0 ft 3 Room height 9.1 It 9.0 ft heat/cool 4 5 Room dimensions Room area 2289.8 ft' 1.0 x 170.8 ft 170.8 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number Btutt/ft;'F) 13tuf1/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U,V 12E-Osw Fnn wall, st 0.064 ne 1.86 2.01 432 401 746 808 0 0 0 0 G 2A-2ov 0.340 ne 9.89 26.51 31 0 309 827 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 448 410 1994 1645 0 0 0 0 1OC-v 0.340 ne 9.89 18.56 21 0 211 396 0 0 0 0 11 2A-2ov 0.340 ne 9.89 2245 16 0 160 363 0 0 0 0 KV 12E-Osw Firm wall, st 0.064 se 1.86 2.01 270 228 425 460 0 0 0 0 T--G 2A-2ov 0.340 se 9.89 21.04 42 7 412 875 0 0 0 0 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 280 142 691 570 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 58 0 572 1340 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 80 80 1280 1511 0 0 0 0 Firm wall, st 0.064 sw 1.86 2.01 432 409 762 824 126 106 197 214tj12E-Osw 2A-2ov 0.340 sw 9.89 1239 3 3 30 37 0 0 0 0 2A-2ov 0.340 sw 9.89 19.49 20 6 198 390 20 6 198 390 yJ 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 L_GG 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 V11 t-C 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 252 228 1108 914 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0 W 1213-0sw Firm wall, st 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Fnn wall, st 0.064 nw 1.86 2.01 270 202 377 408 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 31 0 309 701 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 10 0 103 234 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 16 0 154 350 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 10 0 103 234 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 rtw 4.86 4.01 112 88 427 353 0 0 0 0 11DO 0.390 nw, 11.35 12.11 24 24 272 291 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 1373 1373 1039 1947 171 171 129 242 F 20P-19c 0.050 1.45 0.73 81 81 117 59 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 917 117 3367 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 140 Envelope loss/gain 15404 16155 524 985 12 a) Infiltration 4650 1473 235 74 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other woo 0 Subtotal (lines 6 to 13) 20054 22178 759 1060 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20054 22178 759 1060 15 Duct loads 10% 16% 2099 3520 22o/n 29% 170 306 Total mom load 22152 25698 930 1366 Air required (cfm) 1100 1100 46 58 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. o1CZ1k WrightSoft' 2017-Feb-10 1 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 3 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Celc = MJ8 House faces: NW DEL -AIR Right-JO Worksheet t¢„wa - ms earmrtwmm A/H / DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot29ReaganPolnte751OASa... Date: Febuary 10, 2017 By: RH 1 Room name bdrm 2 wic bdnn 3 2 Exposed wall 3.0 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 8.5 x 3.0 ft 1.0 x 183.5 ft 5 Room area 25.5 ft' 183 5 W Ty Construction U-value Or HTM Area (ftl Load Area (ft Load number Btuh/ft;'F) Btuh/ftj or perimeter (ft) Btuh) or penmeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t12E-Osw Frrn wall, at 0.064 ne 1.86 2.01 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 0 0 0 0 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-0sw Fr n wall, st 0.064 se 1.86 201 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 W 12E-Osw Firm wall, st 0.064 sw 1.86 201 27 27 50 54 108 108 201 218 2A-2ov 0.340 sw 9.89 12.39 0 0 0 0 0 0 0 012A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 U,V 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 0 0 0 0 T-C 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 1213-0sw Fnn wall, st 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw Fnn wall, st 0.064 rani 1.86 201 0 0 0 0 126 90 167 181 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 10 0 103 234 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 16 0 154 350 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 10 0 103 234 W 13A-7ocs 2 Blk wall, 0.167 nw 0.00 0.00 0 0 0 0 0 0 0 0 V 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 0 0 0 0 11DO 0.390 rrw 11.35 12.11 0 0 0 0 0 0 0 0D C 1613-38ad 0.026 0.76 1.42 26 26 19 36 184 184 139 260 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 1307 Envelope loss/gain 70 84 867 1783 12 a) Infiltration 50 16 436 138 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1120 100 1303 1921 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 120 100 1303 1921 15 Duct loads 1 229/6 291/6 27 29 22% 299/6 292 554 Total mom load 147 129 1595 2475 Air required (cfm) 7 6 79 106 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsc ft- 2017-Feb-1015:24:36 Zck Right -Suite® Universal 2017 17.0.16 RSU24015 Page 4 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Celc = MJ8 House faces: NW i Job: Lot29ReaganPointeMOASa... DEL --AIR Right-J® Worksheet aunty AMMO OM01010 AM 1 Date: Febuary 10, 2017 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name bdrm 3 wic bth 2 2 Exposed wall 4.5 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 It 10.0 x 5.5 ft 5 Room area 36.0 ft' 55.0 W Ty Construction U-value Or HTM Area (ft) Load Area (ftl Load number BtuWft;'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t-12E-Osw Frm wall, st 0.064 ne 1.86 2.01 0 0 0 0 0 0 0 0 G 2A-20v 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 0 0 0 0 1OC-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 GGG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 se 1.86 2.01 0 0 0 0 0 0 0 0 T_G 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0IW I--c; 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 G 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 r l 12E-Osw Fnn wall, st 0.064 sw 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 12.39 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 0 0 0 0 L--G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 12B-Osw Fnn wall, st 0.097 nw, 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Fmt wall, st 0.064 nw 1.86 201 41 41 75 82 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 rrw 0.00 0.00 0 0 0 0 0 0 0 0 V I 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 0 0 0 0 11DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0p C 16B-3Bad 0.026 0.76 1.42 36 36 27 51 55 55 42 78 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 5 Envelope loss/gain 103 123 42 73 12 a) Infiltration 75 24 0 0 b) Room ventilation 0 0 0 0 13 1ntemal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1178 147 42 73 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 178 147 42 73 15 Duct loads 1 22°/a 290/0 40 42 229/6 299% 9 21 Total mom load 218 189 51 94 Air required (cfm) 11 8 3 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Feb-1015.24:36 AG A Right -Suite® Universal 2017 17.0.16 RSU24015 Page 5 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW DEL--AIR Right-J® Worksheet Job: Lot29ReaganPointe7510ASa... H'Ug= mr COXMTMXM A/H 1 Date: Febuary 10, 2017 DEL -AIR HEATING & AIR By: RH CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name dining family 2 Exposed wall 32.0 ft 31.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 180.8 ft 180.8 ft' 1.0 x 249.0 ft 249.0 ft' Ty Construction U-value Or HTM Area (ft Load Area M Load number Btuh/ft;'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VGW 12E-Osw Fnn wall, st 0.064 ne 186 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 V j13A- 7ocs Blk wall, r 0.167 ne 4.86 4.01 42 21 100 83 159 159 771 636 10C-v 0.340 ne 9.89 18.56 21 0 211 396 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 Vtr G 12E-Osw Firm wall, st 0.064 se 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 145 87 422 348 135 55 269 222 Ers 2A-2ov 0.340 se 9.89 23.18 58 0 572 1340 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 80 80 1280 1511 yJ 12E-Osw Firm wall, st 0.064 sw 1.86 2.01 0 0 0 0 0 0 0 0 I- G 2A-2ov 0.340 sw 9.89 12.39 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 213-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 1/I 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 112 88 427 353 0 0 0 0 213-2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0C W 1213-0sw Fria wall, st 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Frm well, st 0.064 rrw 1.86 201 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 2245 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 nw, 0.00 000 0 0 0 0 0 0 0 0 1/tr 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 00 C 1613-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 181 32 921 0 249 32 907 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-219 1 -258 Envelope loss/gain 2891 2950 3226 2111 12 a) Infiltration 556 176 548 174 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3447 3356 3741 3944 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3447 3356 3774 3944 15 Duct loads 131/6 3% 103 101 30/6 39/6 113 118 Total room load 3551 3457 3887 4063 Air required (cfm) 176 148 193 1 174 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- Right -Suite® Universal 2017 17.0.16 RSU24015 2017-Feb-10 1 :24:36 Pag6 t29ReaganPointe751oA\ Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 2DEL-AIR Right-J® Worksheet rt Carom • Mcara rlmmo A/H 1 DEL - AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot29ReaganPoInte7510ASa... Date: Febuary 10, 2017 By: RH 1 Room name kitchen mstr bth 2 Exposed wall 36 5 ft 22.5 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 444.8 ft 1.0 x 128.0 Itft 5Roomarea444.8 ' 128.0 W Ty Construction U-value Or HTM Area M Load Area M Load number Btuh/ft;'F) Btuh/ft or penmeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12E-Osw Firm wall, st 0.064 ne 1.86 2.01 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A- 7ccs Blk wall, r 0.167 ne 4.86 4.01 191 175 851 702 0 0 0 0 1OC- v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 989 2245 16 0 160 363 0 0 0 0 W 12E-Osw Frrn wall, st 0.064 se 1.86 2.01 0 0 0 0 108 108 201 218 2A- 2ov 0.340 se 989 21.04 0 0 0 0 0 0 0 0 GIW 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0 f - c; 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 I- G 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 12E- Osw Frm wall, st 0.064 sw 1.86 2.01 0 0 0 0 95 92 170 164 2A- 2ov 0.340 sw 989 1239 0 0 0 0 3 3 30 37 2A- 2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A- 7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B- 2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 107 107 521 430 0 0 0 0 2B- 2fv 0.340 sw 9.89 Z7.08 0 0 0 0 0 0 0 0 6W 1213-0sw Firm wall, st 0.097 nw, 0.00 0.00 0 0 0 0 0 0 0 0 12E- Osw Firm wall, st 0.064 nw, 1.86 201 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 989 2245 0 0 0 0 0 0 0 0 2A- 2ov 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 nw 000 0.00 0 0 0 0 0 0 0 0 j D 13A- 7ocs Blk wall, r 0.167 nw, 4.86 4.01 42 18 87 72 0 0 0 0 1100 0.390 nw 11.35 12.11 24 24 272 291 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 0 0 0 0 128 128 97 182 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 445 37 1050 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 -107 1 1 -1 Envelope loss/gain 2943 1752 498 619 12 a) Infiltration 635 201 377 120 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants ® 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 3577 3153 1875 739 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3577 3153 875 739 15 Duct loads 1 3% 30/6 107 95 220% 290/6 196 213 Total room load 3685 3248 1072 952 Air required (cfm) 183 139 53 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rig h tsoft' 2017-Feb-10 15:24:36 Zc Right -Suite® Universal 2017 17.0.16 RSU24015 Page 7 t29ReaganPointe751OA\ Lot29ReaganPointe7510A.rup Celc = MJ8 House faces: NW 1 DEL -AIR Right-JO Worksheet NUM a A/H 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot29ReaganPolnte751OASa... Date: Febuary 10, 2017 By: RH 1 Room name mstr rm mstr we 2 Exposed wall 29.5 ft 4.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cod 4 Room dimensions 1.0 x 230.5 ft 4.0 x 5.5 ft 5 Room area 230.5 ft' 22.0 W Ty Construction number U-value Btuh/ftz'F) Or HTM Btuhlft Area (ft ' or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Fnn wall, st 0.064 ne 1.86 2.01 140 140 260 281 0 0 0 0 I 2A-20v 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 0 0 0 0 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 GGG 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 V J 12E-Osw Fnn wall, st 0.064 se 1.86 2.01 126 84 157 170 36 36 67 73 L-G 2A-2ov 0.340 se 9.89 21.04 42 7 412 875 0 0 0 0 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 WCCC2 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 Frrn wall, st 0.064 sw 1.86 201 0 0 0 0 0 0 0 0 TJ12E- Osw 2A-2ov 0.340 sw 9.89 1239 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 yJ 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0LG-G 213-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 V 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 0 0 0 0 L--G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 12B-Osw Frm wall, st 0.097 nw, 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Frrn wall, st 2A-2ov 0.064 0.340 rnv nw, 1.86 9.89 2.01 2245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 rrw nw 9.89 9.89 2245 2245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2ov 13A-7ocs 2 Blk wall, 0.340 0.167 rrw nw 9.89 0.00 2245 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 13A-7ocs Blk wall, r 0.167 rrw 4.86 4.01 0 0 0 0 0 0 0 0 11DO 0.390 rnv 11.35 12.11 0 0 0 0 0 0 0 0D C 168-38ad 0.026 0.76 1.42 231 231 174 327 22 22 17 31 F 20P-19c 0.050 1.45 0.73 63 63 92 46 4 4 5 3 F 22A4pI 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 371 8 Envelope loss/gain 1095 2071 89 99 12 a) Infiltration 495 157 67 21 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants Q 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1589 3057 156 120 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1589 3057 156 120 15 Duct loads 1 22% 29% 357 882 22% 29% 35 35 Total room load 1946 3940 191 154 Air required (cfm) 97 169 1 9 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft- 2017-Feb-1015:24.36 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 8 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW DEL --AIR Right-l® Worksheet Job: Lot29ReaganPointe751OASa... rims aacavaimaxwo A/H 1 Date: Febuary 10, 2017 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name mstr wic pwdr 2 Exposed wall 5.0 ft 17.0 ft 3 Room height 9.0 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 98.0 ft 1.0 x 42.5 ft 5 Room area ft98.0 ft' 42.5 ft' Ty Construction U-value Or HTM Area M Load Area (ftl Load number Btuh/ft;'F) Btuhlftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12E-0sw Fnn wall, st 0.064 ne 1.86 2.01 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 56 56 272 224 1OC-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 GGG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 12E-Osw Fnn wall, st 0 064 se 1.86 2.01 0 0 0 0 0 0 0 0 t-G 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0IWE2I--c 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 12E-Osw Fnn wall, st 0.064 sw 1.86 2.01 45 45 84 91 0 0 0 0 2A-2ov 0.340 sw 9.89 12.39 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A-7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 33 33 159 131 t-G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 12B-Osw Frm wall, st 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Frrn wall, st 0.064 nw 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 nw, 0.00 0.00 0 0 0 0 0 0 0 0 j 13A-7ocs BIk wall, r 0.167 nw 4.86 4.01 0 0 0 0 70 70 340 281 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0D C 168-38ad 0.026 0.76 1.42 98 98 74 139 0 0 0 0 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 43 17 489 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1-16 45 Envelope loss/gain 158 214 1260 591 12 a) Infiltration 84 27 296 94 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1242 241 1556 685 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 242 241 1556 685 15 Duct loads 229/o 29% 54 69 3% 3% 47 21 Total room load 296 310 1602 705 Air required (cfm) 1 15 13 1 1 80 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSOft- 2017-Feb-10 15:24 36 AC'Uk Right -Suite® Universal 2017 17.0.16 RSU24015 Page 9 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 4 Job: Lot29Reagan PoInte751OASa... DEL --AIR Right-JO Worksheet 1lmM• AM WralnCKM A/ H 1 Date: Febuary 10, 2017 By: RH DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name retreat util 2 Exposed wall 41.0 ft 6.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 1.0 x 368.3 ft 8.5 x 6.5 It 5 Room area 368.3 It' 55.3 ft' Ty Construction U-value Or HTM Area M Load Area M Load number Btuh/ft;'F) Btuhlft or perimeter (ft) Btuh) or penmeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw Fnn wall, st 0.064 ne 1.86 2.01 234 203 378 409 59 59 109 118 G 2A-2ov 0.340 ne 9.89 26.51 31 0 309 827 0 0 0 0 I W13A-7ocs Blk wall, r 0.167 ne 4.86 4.01 0 0 0 0 0 0 0 0 I-- c; 1OC-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 I--G 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 12E- Osw Fr n wall, st 0.064 se 1.86 201 0 0 0 0 0 0 0 0 t-C 2A-2ov 0.340 se 9.89 21.04 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, r 0.167 se 4.86 4.01 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A- 2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 UJ 12E-Osw Frrn wall, st 0.064 sw 1.86 201 32 32 59 63 0 0 0 0 2A- 2ov 0.340 sw 9.89 12.39 0 0 0 0 0 0 0 0 L_ GG 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A- 7ocs 2 Blk wall, 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B- 2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, r 0.167 sw 4.86 4.01 0 0 0 0 0 0 0 0 T- G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 1213-0sw Fnn wall, st 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E- Osw Fr n wall, st 0.064 nw 1.86 2.01 104 72 135 146 0 0 0 0 2A- 2ov 0.340 nw 9.89 2245 31 0 309 701 0 0 0 0 2A- 2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 2A- 2ov 0.340 rrw 9.89 2245 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 W 13A-7ocs 2 BIk wall, 0.167 nw 0.00 0.00 0 0 0 0 0 0 0 0 j 13A-7ocs Blk wall, r 0.167 nw 4.86 4.01 0 0 0 0 0 0 0 0 1100 0.390 rnv 11.35 12.11 0 0 0 0 0 0 0 0 DC 168-38ad 0.026 0.76 1.42 368 368 279 522 55 55 42 78 F 20P-19c 0.050 1.45 0.73 14 14 20 10 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-wpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-93 51 Envelope loss/gain 1487 2585 151 145 12 a) Infiltration 688 218 109 35 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants ® 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 2175 2802 260 780 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2175 2802 260 780 15 Duct loads 221/0 299/6 488 809 220% 290/6 58 225 Total room load 2663 3611 318 1005 Air required (cfm) 132 155 18 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF> ttsoft- 2017-Feb-1015.24:36 ACZ fk Right-Suite(l)Universal 2017 17.0.16 RSU24015 Page 10 t29ReaganPoinle7510A\ Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW 4. DEL -AIR Right-J® Worksheet Job: Lot29ReaganPofnte751OASa... Kn,no•na a A/H 2 Date: Febuary 10, 2017 DEL -AIR HEATING & AIR By: RH CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM 1 Room name A/H 2 gallery 2 Exposed wall 39.0 ft 11.5 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 375.0 ft' 1.0 x 206.5 ft 206.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftj Load number Btuh/ft;'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ L-C 12E-Osw Fnn wall, st 0.064 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 13A-7ocs Bilk wall, r 0.167 ne 0.00 0.00 0 0 0 0 0 0 0 0 1OC-v 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw Frrn wall, st 0.064 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0a W 13A-7ocs Blk wall, r 0.167 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw Frrn wall, st 0.064 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 13A-7ocs 2 Blk wall, 0.167 sw 4.86 4.01 196 156 757 625 107 83 405 334 2A-2ov 0.340 sw 9.89 27.08 16 0 160 438 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 24 0 237 650 24 0 237 650 yJ G 13A-7ocs Blk wall, r 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12B-Osw Frrn wall, st 0.097 nw, Z82 3.05 149 149 421 456 0 0 0 0 12E-Osw Frm wall, st 0.064 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 r1w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Elk wall, 0.167 nw 4.86 4.01 19 19 91 75 0 0 0 0 W p 13A-7ocs Blk wall, r 0.167 nw 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-wpl 0.989 28.78 0.00 375 39 1122 0 207 12 331 0 61 c) AED excursion 1 386 231 Envelope loss/gain 2789 2630 973 1215 12 a) Infiltration 678 215 200 63 b) Room ventilation 0 0 0 0 13 Iritemal gains: Occupants ® 230 0 0 0 0 Appliances/other 4800 2400 Subtotal (lines 6 to 13) 3467 7644 1173 3678 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3467 7644 1173 3678 15 Duct loads 10% 1M. 347 764 1No 1 61 1171 368 Total room load 3814 8409 1290 4046 Air required (cfm) 593 593 201 285 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC A wrigFltSOft- Right -Suite® Universal 2017 17.0.16 RSU24015 2017-Feb-10 1Page 11 t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Celc = MJ8 House faces: NW 9 r Job: Lot29ReaganPointe7510ASa... DEL --AIR Right-J® Worksheet aurnwa-omeamnnruro AM 2 Date: Febuary 10, 2017 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM 1 Room name sales office 1 sales office 2 2 Exposed wall 18.5 ft 9.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 83.0 ft 9.0 x 9.5 ft 5 Room area 83.0 ft' 85.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft!) Load number Btutllftz'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12E-Osw Fnn wall, st 0.064 ne 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 ne 0.00 0.00 0 0 0 0 0 0 0 0 10C-v 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 V J 12E-Osw Fnn wall, st 0.064 se 0.00 0.00 0 0 0 0 0 0 0 0 T_G 2A-2ov 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, r 0.167 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 yJ 12E-Osw Fnn wall, st 0.064 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-7ocs 2 Blk wall, 0.167 sw 4.86 4.01 89 72 352 291 0 0 0 0 2A-2ov 0.340 sw 9.89 27.08 16 0 160 438 0 0 0 0Lam_ GG 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 y 13A-7ocs Blk wall, r 0.167 sw 0.00 0.00 0 0 0 0 0 0 0 0 L-G 2B-2fv 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 12B-Osw Frm wall, st 0.097 nw 282 3.05 70 70 198 214 79 79 224 242 12E-Osw Fnn wall, st 0.064 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7ocs 2 Blk wall, 0.167 nw 4.86 4.01 14 14 68 56 5 5 23 19 13A-7ocs Blk wall, r 0.167 nw, 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 nw, 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 0.00 000 0 0 0 0 0 0 0 0 F 22A-wp1 0.989 28.78 0.00 83 19 532 0 86 9 259 0 6 c) AED excursion 1561 0 Envelope loss/gain 1310 1154 506 261 12 a) Infiltration 322 102 156 50 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants Q 230 0 0 0 0 Appliances/other 1200 1200 Subtotal (lines 6 to 13) 1632 2456 662 1510 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1632 2456 662 1510 15 Duct loads 10% 100/6 163 246 10% 101/0 66 151 Total room load 1795 2702 728 1662 Air required (cfm) 279 191 113 117 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Feb-1015:24:36 A56K Right -Suite® Universal 2017 17.0.16 RSU24015 Page 12 129ReaganPointe751OA\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW RDEL-AIR Duct System Summary Job: LotMeaganPointe7510... Date: Febuary 10, 2017 KATWG • lull CONnmmnxr AM 1 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe751OASales 2802 Gipper Circle, Sanford, FI External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.174 in/100ft 1100 cfm 138 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.174 in/100ft 1100 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 wic h 147 7 6 0.227 4.0 Ox 0 VIFx 20.7 85.0 st2 bdrm 3 C 2475 79 106 0.223 6.0 Ox 0 VIFx 22.7 85.0 st2 bdrm 3 wic h 218 11 8 0.227 4.0 Ox 0 VIFx 20.5 85.0 st2 bth 2 C 94 3 4 0.247 4.0 Ox 0 VIFx 12.2 85.0 st2 dining h 3551 176 148 0.179 8.0 Ox 0 VIFx 39.4 95.0 st3 family h 3887 193 174 0.182 8.0 Ox 0 VIFx 36.8 95.0 st3 kitchen h 3685 183 139 0.197 8.0 Ox 0 VIFx 27.0 95.0 st3 mstr bth h 1072 53 41 0.185 5.0 Ox 0 VIFx 29.8 100.0 st4 mstr rm C 3940 97 169 0.194 8.0 Ox 0 VIFx 23.9 100.0 st4 mstr we h 191 9 7 0.188 4.0 Ox 0 VIFx 27.9 100.0 st4 mstr wic h 296 15 13 0.192 4.0 Ox 0 VIFx 25.1 100.0 st4 pwdr h 1602 80 30 0.174 6.0 Ox 0 VIFx 43.0 95.0 st3 quality rm C 1366 46 58 0.234 6.0 Ox 0 VIFx 17.7 85.0 st2 retreat c 3611 132 155 0.236 7.0 Ox 0 VIFx 16.6 85.0 st2 util c 1005 16 43 0.242 4.0 Ox 0 VIFx 14.2 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 174 229 0.185 519 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 468 609 0.185 570 14.0 0 x 0 VinlFlx st3 Peak AVF 632 491 0.174 591 14.0 0 x 0 VinlFlx t wri hts0ft• 2017-Feb-1015.24:38 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 1 A...t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces: NW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx c wri htsoft• 2017-Feb-1015:24:38 1 9 Right -Suite® Universal 2017 17.0.16 RSU24015 Page 2 14CCA...129ReagenPointe7510A\Lol29ReaganPointe7510A.rup Celc = MJ8 House feces: NW DEL --AIR Duct System Summary Job: Lot29ReaganPo1nte7510... Date: Febuary 10, 2017 IIAi1NG •Ala CONOITIONQIG A/H Z By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot29ReaganPointe7510ASales 2802 Gipper Circle, Sanford, FI Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.155 in/100ft 0.155 in/100ft Actual air flow 593 cfm 593 cfm Total effective length (TEL) 155 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FIR in) in) Mad Ln (ft) Ln (ft) Trunk gallery c 2023 100 143 0.155 7.0 Ox 0 VIFx 25.1 130.0 SO gallery -A c 2023 100 143 0.162 7.0 Ox 0 VIFx 18.3 130.0 SO sales office 1 h 1795 279 191 0.204 9.0 Ox 0 VIFx 22.6 95.0 stl sales office 2 c 1662 113 117 0.211 7.0 Ox 0 VIFx 18.8 95.0 SO Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 593 593 0.155 555 14.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 593 593 0 0 0 0 Ox 0 VIFx C htsoft• I.1 2017-Feb-10 15.24-38 W g Right -Suite® Universal 2017 17.0.16 RSU24015 Page 3 14CCA...t29ReaganPointe7510A\Lot29ReaganPointe7510A.rup Calc = MJ8 House faces. NW RECORD COPY I Residential Load Demand i General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,022 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2807 VA I total 5807 VA Dryer 5000 VA Disposal 650 VA I Dishwasher 1200 VA sANFOR Refrigerator 720 VA Water Heater 4500 VA j Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes_ Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 I P m P OL 94 i lil F y z m coo nO z om v D -n m ro 0ZCl, v r, z m0 70 Q e-F C 2)4-0 5-0 SH r-------------I OWNER'S I RETREAT I CARPET r 14M9 moatI I 4 r 1 j, w aamn aucti o" to roof cap Q w/f an3za Nutone 696RN i min oil CO f 1N i 2R2S — — 1 ccrvv racc. av i,.uz&3 lbmamvm -- _ h12M 10 TILE lXYJtSY/ZAt9 lX:W1J,49KMVM::IOYW/AR.WIiIPYXdtEiP1X3]frr.YM.[?r.4PJ0'MUF(!l//AUTAUA[,l.W/.triCdOANSfOJYIAD:{3% CARPET 18a6 lwod RET E3A T Trarmfor sss oa — wee west provlals Imereal wwar on doors i r BUILDER: David Weekley PLAN : 7510 LOT Lot 29 SUBDIVISION Reagan Pointe DATE: 12/30/2016 DRAWN BY: IFJF 2-0 5.2 SH 3-0 5-2 SH 2-0 5-2 SH QT-B- -r-8- QT-8- TEMP.) wm shad in Ifesldw i Nd 64 3atenosd 1-36 8URC•r 0 avows. REVISIONS Pol Air DATE BY Heating, Air ConJbonincl & pefricieration,lnc, 2/10/2017 RH 109 Commerce Street 5u ite 1101 Lake Mari{ FI. 32746-6206 Phone: 407-831-2665 ram 407-333-3853 A th 3.0 TON V/8KV 8240V 1PH 1&d3 plen MI14 rad platfam by b dr scale d/8'm1'W HOVEYVELL 2 ZONE DAMPER SYSTEM HZ221K a ARDI4TZ ARM4TZ a CPRD10 RATS C7733A 1000 O TH6320111000DAG TH63POU1000DAG 40ve trans 10-0 SOFFIT i I 10-0 8-0 SGD XO0 3D3T FAMILY TILE L5 tcm24W IMO 1ph Pten 1 I AMhvAt GUARDRAIL CARPET aim C 3 2 1 I I 4 I 5 6 I 6 10 mar— 12 i nar--„ ; C' bath duct to roo • 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 3) 26 SH g• 0- DINING N TILE 6 FX 0' SALES in DFFICEi2x6 Host provide unrestr cted i hch undercut on doors to habitable 1 x9I Wed 150 ir i 140 12x6 VCd ` o 145 P @8.• 0r 190 14x8 lrcd SALES a I'1F ft1; PLAN SQFT. TOTAL LIVING 2174 1ST FLOOR 917 2ND FLOOR 1257 2 - CAR 375 LANAI 75 ELV. A 85 SLAB 1452 ISTER PLAN NI A/ C PAD 2X42 A/C SLAB BLDR MIN FROM WALL BUILDER: David Weekley REVISIONS nol Air PLAN 7510 DATE BY Heatinq, Air Conditioning & Pefrigeration,lnc• LOT Lot 29 2/10/2017 RH 109 Commerce Street SUBDIVISION Reagan Pointe Sulte 1101 DATE: 12/30/2016 Lake Mary f1.32746-6206 DRAWN BY: FJF phone; 401-831-2665 Fax; 407-535-3855 RECORD COPY I Sllll ING SAN`pRDh F" 1A 1 2 459 1 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 28 AND 29, REAGAN POINTE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007 BP n-yS9 CERTIFIEDTO: -'-8 DAVID WEEKLEY HOMES ZONIN BATE C '40 CanC'htVQ+ IS,je ply 4 "c c_ V_S a- ipetry h vs ado. pL Sa 32 CvU 31 elf` 2a t0 aLT wj. fTRGCT 27 a0 2.1 Q Q o` TRACT E 2802 GIPPER CIRCLE SANFORD, FLORIDA 32773 2802 Gipper Circle S \ Pl Sanford, FL 32773 P.T. located on Lot 27 2$ 0 Lots 28 & 29 Area Calculations / 5$ o6fjy/ / Total Lot Area (2 Lots) = 7240 sq ft (100%) Impervious Area = 4656 sq ft (64%) Ae / r1 Gra hlc Scale Pervious Area = 2584 sq ft (36%) Elevations are based on e fat o0`dl 10' A. 40, civil grading plans. \QQ/ A jfd O( G a Scale: 1^=20' J ? Lot is Type "A" Grading Plan rG L1 4• 4.. • a • ,o s N 58006'35" E 39.17'(P) as . • 4. ..' a e L2 a a\/ •. :..: •.; a . o ua N 58°06'35" E 40.00'(P) L Q oQoseD / °. • Lot 28 ; tT 5gyp. • .• a . ' • . , d Lot 27aL9 h::1:'•1'' c 12p (S1 • Q oQocoeMe n.:.::.LP 4. CP ; •; • V tea , ; '•' d $ a Se.....'.' 4. _ . ' cp 4J - O f0 .: • . • Landscape dy '. •. 'Z •. '.'.'.'.'... 4 • 4 e Hedge fV' S 1i}A'•.. \ d\ ':':':'::':':' S • iA '• • • • (TYP) BO h ip P us \q \ W' '' :. A ..:. F con° :::::: 05Lin3a 3 .:.:.:.:. Cp o 4 A Sea a se ,5 o \ . .'...:. ; C23 c3`o :%P G G 0........... is Ti per. ^ ..: . \ \ '.:: : R=15.00'(P) d Lot 29 L=24.41'(P) 0=93° 13'44"(P) o. Chord Bearing= 6d) to N 11 °29'43" E 21.80'(P) O Tract It I11 N \ °d :,, Landscape Buffer C26 Common Area) R=2228.48 (P) d J J J L=50.45'(P) C25 0=01 ° 17'49"(P) RChord Bearing= 2228. 48'(P) S 56°24'37" W 50.44'(P) W E L=40.00'(P) A= 01 °01'43"(P) S Chord Bearing= N. R. - Non -Radial S 57034'23" W 40.00'(P) T. O.W. - Top of Wall B. O.W. - Bottom of Wall e= Proposed Elevation Revision: Added Parking Lot 28 - 219/17 This is NOT a Boundary Survey Field Date: 1/31/2017 Date Completed: 2/l/2017 NOTES, I horsey Comfy that Inis Boundary Survey of No abovo Dcsalbod Property Is -N Survey is Based upon the Legal Dncrfpuan Supplied by Cllem. Tru° and Contest to It. Bast of my KnosNotlgo mud Ballof m recently &--ytsd Drawn By: M.C. File Number.IS-34188 PP Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Huitus undor my Dlroedon on tho Data Shown, Basod on Information furnished to Mrs Sub) ect to any Easements and/or Restrictions or Record. as Notcd and Conforms to tho Standards of Practico for Land Survoying C Legend- JCalculated Bearing basis shown hereon, is Assumed and Based u qportthe Lin. BB'. In the State of notice in accordance with chapter 5117 052 nonde Administrative Codes. Pursuant t lion 472 27 Florida Statutes. B Conte to&ask Conterfires PC - Point of C,watue Pg. - Page PI - Point ollfr rsecuph Buil° inq Ties are NOT to be used to reconstruct PropertyLines Fence Ownership is NOT determined. Foote" P\CK i.I 11CM Conorete Monument P.O.B.- Point nf Beginning RoofOverhangs, Underground Utilities and/or have NOT been located UNLESS r nS 4 Q. o Cant. D COnorete Description P. O.L-Point atUe PP - Power Pale otherwise noted. Sepuc Tanks anDralnfleld locations area ppro.lmate and MUST bevedfied by v FOR No. r THE 51a1k DE Drainage E$emam PRM - Permanent Reference appropnate Uullty Location Companies. FIRM Esmt. Eesnnem Monument Useof This Survey for Purposes other than Intended, Without Written Vedflcadon,Wulbe Patrick K.lrelan °t•-taRtOP 6637 LB7623 F. E.MA - Federal Emergertcy PT - Point of Tangency at the Usees Sole Risk and Without Liability to the Surveyor Nothing Hereon shall be This Survey is intend Y use DI Said Certified Parties. Management Ageflcy R • Radius Construed to give ANY Rights or Benefits to Anyone Other than those Cenified This Survey NOT VALID UN and Embossed with Surveyor's Seat FFE IF IFFinished Floor Elevation Rod. - Radial Found Rec -Reber rCap IronPipeRes - Recovered POINTS OF INTEREST. PROPOSED DRIVEWAY CROSSES S' UTILITY EASEMENT. Tela,d &Associates Surueyting Inc. LLength (Arc) File - Roofed i M N&O Measured Nag 6 Disk Set - SolA' Reber 6 Reber Cap 'LB 7623' 1301 S. Internatlonat Parkway Suite 2001 N. R. Non-RBdlal Typ -Typical Lake Mary, Florlda 32746 ORBOfficialRecordsBookUE - Utility Easement P Plat WM - Water Meter www.irelandsurvey[rig.com P. B. Plat Book Wood Fence Delta ( Central Angle) Chain Link Force Offlce-407.678.3366 Fax-407.320.8165 2 4' SAN sewer 3'SAN up to and floor, VTR I I a. AAV J Ur C" to PcDin-te L-O-t P9 H This document has been electronicallyRECORDCOPY signed using a Digital Signature. printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company ,t t"""'""'^. 2400 Lake Orange Drive Suite 150 Orlando FL 32837 p M it Florida Engineering Certificate of Authorization Number: 0 27 • •., Florida Certificate of Product Approval # FL1999 \: C'EN`S •.• Page I of 1 Document ID: I VXY408-ZO231101248 % Truss Fabricator: Accu-Span Truss Conpany Job Identification: 1513347510 - A (MBRTray) -DAVID WEEKLY -- Truss Count: 34 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Software: Alpine Software, Vers i on 15.01. Structural Engineer of Record: The identity of the structural FOR did not Address: the seal date per section 61G1S-31.003(5a) Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed No.70861 % k Lot 29 e,a • n P gTA7} 8 l5133/ 7510 A - V` w, Y/ONAt E exist as of of the FAC Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust retch the date shown on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: 14030EC1-GBLLETIN-BRCLBSUB-14015EC1-STRBRIBR-DEFLCANB- Ref Description Drawin # Date 1 07005--A1 17031035 01/31/17 2 07006--A2 17031036 01/31/17 3 07007--A3 17031037 01/31/17 4 07008--A4 17031038 01/31/17 5 07009--A5 17031026 01/31/17 6 07010--A6 17031039 01/31/17 7 07011--B1 17031017 01/31/17 8 07012--B2 17031023 01/31/17 9 07013-41 17031002 01/31/17 10 07014--C2 17031008 01/31/17 11 07015-41 17031020 01/31/17 12 07016-41A 17031016 01/31/17 13 07017-42 17031009 01/31/17 14 07018-42A 17031022 01/31/17 15 07019-43 17031013 01/31/17 16 07020-43A 17031014 01/31/17 17 07021-44 17031021 01/31/17 18 07022-44A 17031019 01/31/17 19 07023-4411 17031006 01/31/17 20 07024-45 17031003 01/31/17 21 07025-45A 17031007 01/31/17 22 07026-46 17031012 01/31/17 23 07027-46A 17031011 01/31/17 24 07028--FG1 17031005 01/31/17 25 07029--FG2 17031015 01/31/17 26 07030--EJ7 17031010 01/31/17 27 07031-4J7A 17031040 01/31/17 28 07032--CJ1 17031004 01/31/17 29 07033--CJ3 17031041 01/31/17 30 07034--CJ5 17031042 01/31/17 31 07035--CJ5A 17031043 01/31/17 32 07036--CJ3A 17031046 01/31/17 33 07037-4J7A 17031044 01/31/17 01/ 31/2017 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Ref Description Drawin # Date 34 07038--HJ7 17031045 01/31/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/751U A (NIBRlray) -UAVIU WLLKLY -- Lot Z9 Reagan Pointe SAW-UHU, tL Al ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 #1 Dense :62 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 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(R) III Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 3X6(A1)= 3X6(A1)= T-4- 1-4- I, 15-0-0 J— 15-0-0 _I 1310 U=311 W=4" 30-0-0 Over 2 Support R=1310 V=B11 W=4" RL=180/-180 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 0 15 WARNINGI•• RM AND FOLLON ALL NDTFS ON THIS MMINGI IWOWTANT•• FUMISH THIS MMINO TO ALL 00111T11ACTORS INMWINO THE INSTALLEM. Tr v.+.• r.qulr• • •.• •r• In r•nrlc•cl np, n•nellnp, —pp.,. n c•Illnp •ne a •c . It —co TPI TCA) .cy pr•tcic1•c••c •ol clan .rrNCslc(Wlle,rq Cupon.nc s•r.cy Inror.•clon, by —i a p.r ror.l,q cM In+ul l•r+ +n•11 prw,M c or•ry a •clop -1r NC51 lAll.++ ,w cw c,gre .n•11 n prop.rly . .c,,.e • r•1 • cnLq •ne a 1— h... n • prap•rlyrlNlec•1l l,q. l.ac•cl m+ +runt ror p.r.•n.nc I--•r ran[ o .n•11 n .cl,q In+c.I l.ecc dcn• cum, ea. eT or no. •+ ..pua.nl.. Apply pl.c.. co an r•c.rc •+ "'"'^c- pinc D•ca H.r.r co er.a,.p. I60A-z r•r •c.m•re pl •c• m•lclm•. poslum I ., au rr. 1p Cupown + Grow Ir.c. +M1•11 m r•+p.n•I al. r•rAIpIM, • el vl+lm or ITN WI lh. eA nY rlllur. c• .u11. c ruw In cm ror. dN AHIt 1, or ror n•Mrlrp, +nl wlnp, m c . AN ETW OOMAWY In+ulLum a er.a „q .r crl,+... 1 —"1. .r—lllp .r _r p.N. 11• 1b. VII. Nr lnp. I,r•Ip •bb p— .1'pr•f....—I •pin•.r r..p l.l Illy N1.ly I— c •.•lprl Y . TM'ICy .f -1. e-1,IN fK •ny .cr —. 1 240D Lilt O=9e Dr. Swle 150 r l.lI Ity .f clw Sullelr p.r ANSI/T I I S-2. Odaldo. FL 12837 F.r or. Inroroclm — cal. Jw•. p•n•r•I m . p•p. —1 w+. a .lc.+: FL COA#0278 ALPINE- ...,•Ip—lc..co.; M: w, cpin+c,.rp. NTCA. .... cry.cm: ICC. 0. 08 1 S T O iam H. Krick Lic. Number 15 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 161SPACING 24.0" Scale=.25"/Ft. REF R408-- 7005 DATE 01/31/17 DRW HCUSR408 17031035 HC-ENG SCN/WHK SEQN- 508772 FROM CH JREF- 1VXY408_ZO2 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. l IbIJ3-//b IV - A (Mt$Klray) -UAVIU WttKLY -- Lot ZU Keagan Pointe JANFUKU, FL AZ ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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 Gable end supports 8" max rake overhang. Top chord must See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing not be cut or notched. requirements. a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTIOP 5X8(R1)O 3X4 (A1) = 3X4 (Al )= L_ 15-0-0 _L_ 15-0-0 _I 30-0-0 Over 2 Support R=593 U=149 W=4" R=111 PLF U=26 PLF W=18-4-0 RL=180/-180 Note: All Plates Are 2X4 Except As Shown. 000,m1lluftw"ron Design Crit: FBC2014Res/TPI-2007(STD) P N...... f` , PLT TYP. Wave FT/RT=O% O% /0 0 15 AR` TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNINGI•• UM Alm FOUnN ALL MITES ON THIS OR MIKI J IM OILTArr•• FUMI511 'MISm INc TO A COMTMACT MS IMMMING THE IMSTALLE.S. . TIC LL 20.0 PSF REF R408 - - 7006 Tru,,,, r..rlc- M I tr.Ulcl.n orrNC51°[I,qt M1.n.11,q, .M1,ppinq, In,[.I1, • crop. Mcr.r c toll 0, np Cugor,•n S-r.q Inr°r--cl«.. by T°1 f,wr• -r• y pr.o[Ic pr, V TIC DL 7.0 PSF DATE 01 /31 /17 p..:.•I np [ .,. n-.ccl.,., In,c.11.r, ,M1.II prov,o, [por,ry C K, p.r MCSI. oU 1l not-V . M1.11"M1... pr.p.rl •'"'.,, _ r. [fir° ' . I I M1... ' pr.p.rly - ' • : BC DL 10. 0 PSF DRW HcusR4oe 17031036 II(jII J f , I^ rIp1U":I llrq Loc-[Im, ror p-r.-n-nc 1-t-rd r.a dnc or ..o+ . I n,r..r.clrq In,bl l.U" S aI LI ., U.•,-ppl,c-el.. Apply `I,[., dr .,cM1 ;1WA-r [ur .1-•O•p., 1.1.„o— I :_ 1 ro[...[M1...1... M.r.r [. alro, ,60A_:. .,,. r. pl.[. poa [I.n.. BC ILL 0.0 PSF HC - ENG SCN/WHKAlpl,r, . U,•l,ls. of In WI lamp C[.pwn , Grp,q Inc. , [ a r.,pon, I°I• r ,M1y ....I.[I... f % w tom/ slog, my fdlur, t. Oullo tM Vm, In con or.-nc- •lth-SI/TPI ,. or ror M1-n.1 W. O, _.W. P_ .•• TOT. LD. 37 .0 PSFAND'W COMPANY . I.[ A .r. .r cr,.,.... `•, .., G SEQN- 508582 wl .n NI. .rMIro o ew.f M.M ILtlro NI. MrMIro. )MLR.. •••• .ee.Mt.l,e..f Mf.ls.l s,.1 Mglr-M,flro r..Morr 1.l11q w1.1y fK w ...I p, MN,,. TM .u1tY 1114 .M — .f th.. Cr—.M f.r .,y .ir,ee,r. 1. ,, S/pNgL ENS[ DUR . FAC . 1.25 FROM THr.v L.11cy .f = Wll.lrg Os1p ..r AMS11MI T Sc.2. 2J00 Like OT2nEe Dr., Swle 150 IM Orh(do.FL 32337 F.r — inror-- 1.n ,.. cM1„ Jw', .....r.l • p.. - cM1. -•. I — FLFL COA 90273 PINE ..I pl mlc..cu; WI:—pm,c.orp; MICA: m. , —y c ; ICC: .... .orp illiam H. Krick Lic. Number 70 6ISPACING 24 .0" JREF- 1 VXY408 Z02 01/31/2017 k I,IJJ-//,IU - A MtlKlray) -UAVIU WttKLT -- Lot ZU Heagan YOlnte JANruHU, FL AS) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense :T1 2x6 SP SS: wind BC 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 136" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 0-4-3 I T 4X6= Calculated horizontal deflection is 0.20" due to live load and 0.26" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= A-, 1. .aAU_ bxb= 2X4 HI 3X4(Al )= 6X8= p I iQ 10-7-8 1 4-0-0 13-0-0 9-7-8 -0- 17-0-0 Le -0-0 Over 2 Supports R=1140 U=125 W=4" R=1210 U=145 W=4" RL=155/-149 6-13-3 20- 4-0 Design Crit: FBC2014Res/TPI-2007(STD) PM H• 'rr,, PLT TYP. Wave FT/RT=O% O% /0 0 15 / "4.TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. VARNINGI•• READ AINCONTRACTORSFOLLA ALLINCITES ON THIS OMtINGI REF R408-- 7007 IN-MANT•• FLMISH THIS ITO ACONTRACTORS INCUmING THE INSTALLERS. TC LL 20.0 PSF Tr.,,,.. rbpl'. . [ ... .r• In r.brlc.0 n^c n.,..0 op. ,nl pplop. ,n [.0 l .m ".clop. ..ror co . ron cn. Lcot rrNcsl`rwum p Eoo.n• s.r.cy Infor••[I•n, by [TPI .T A,rr r ..fay pr•c[I prI • o. 7.08 1 TC DL 7.0 PSF DATE 01 / 3 1 / 1 7 o p•rfor•Irqc • lvctlon,. In , ,b•11 provlM [..por•ry p clop p•r NCS1. oUnl• a: top cborE • "•y , pr rlY • t•Cb••'arucc r,l ,Mapl np „q crrord • • Pr•p•rly i J rl pl• .. I ll q" Local•n, ,I,....`f.r P.r••n•n["1.[.ra r rant ;` . I- l•o` r SLs BC DL 10. 0 PSF DRW HCUSR408 17031037 c[•I. p.•pP le•pl.. Apply pl•[•, [u b recur[ b• > •rN"M;¢.m ., , Iwo • pov. o S T O • A Illlllr•'J-t TlIIIIr "• Jei ne D• ea i•. ,i••• n•[w •eMr.l••. le. r•r to .r i.p, IwA-z ror .[r,e.ra pi.e. pe,ie m•. tA1pin.. . U rl,Im .r ,. wI I_b c.«Ln , Gr Ina •II . .,ppn•,bl, r r .,,,, «., aL., rr . BC LL 0.0 PSF HC-ENG SCN/WHK slrp, ,ny, r•Ilur• c• bull• tM truce, In c•n ror••nc• •Itb"ANSI/TPI 1. ror ror b•,W IIrp, ,Nlpp lrq. ••y AN rrWOOMPANY .1 .tl.n . pr•c .r tr-- ti 1 •••0 TOT. LD. 37.0 PSF SEQN- 508743 A^'•••IIm "I• pr ., •r e•yr VM• n•unN tll1• •rA lno. Iwlp •e PT •r p•f"*I r l •I1•I,r•r lrq F ••••p •• r•••rlb.::% ••I•I, f•r t,» Ion •Iro l. T1» •ultil I Ity .,.p ,• ./ t111..r lnp r•r ..ry .t/vCtur. I. SS/p yA1. EN DUR . FAC . 1 25 FROM TH 2a00 LzLe OmW DrSuiteISOr• :blllcY •r ca,. Npl1•Irq O••Ip r per ANSI/m 1 S•c.2. Orlando. FL 32E37 F. r ,l n r te. Inr.r-1. ,.. ob•• p•n•r. , pep. . [r..,. ..b ,Ico: I 1F FL COA AD 278 ALPINE:... •Ipi -It- [ : TPI:--•[PI^•[.orp• .TU. t y.— loo ....I«••f•.orp illiam H. Krick Lic. Number 70 6hSPAC I NG 24 .0" JREF- 1 VXY408 Z02 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS YFR 15133-//D1U A (M1IUMIray) -UAVIV WLLKLY -- Lot Z9 Reagan Pointe SANFORD, FL A4 ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 :W4 2x4 SP #1 Dense: Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 0-4-3 T 5X6= 2X4 01 Calculated horizontal deflection is 0.20" due to live load and 0.26" due to dead load. 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. 5X6= DAo= ono= 2X4 AI 3X4(A1)= IU 4 8-7-8 _ — _ _ 8-0-0 ,I_ 11-0-0 J I- 9-7-8 0i40 17-8-0 '1 30-0-0 Over 2 Support R=1140 U=128 W=4" R=1210 U=148 W=4" RL=135/-129 5-1 -3 AL20-4-0 ii +/- 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) i H• PLT TYP. Wave FT/RT=O% 0% /0 0 15 / +'TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. 7ARNINGI•• REAL AND FOLLON ALL MOTES ON THIS ORANINGI IwrcAMr•• FA111SN THIS uING TO ALL CONTRACTORS INCUOLL INGTIEINSTAERS. ? wONTCLL20.0 PSF REF R408-- 7008 erl.m crb l[lon orreCSlc•Rul la f.prlc.cl np` h rWclny, Mlpp mp, ,n uI l I .,tl b «Irp: br.r co . Non I R Ca. Pa .n s:r. y Inlorocloh, by'nl NrcA>`r r r. y Pr«u prI O. 708 1 TC DL 7.0 PSF DATE 0 1 /3 1 / 1 7 p.r Nora ,p t In tiller, anal pr•a t por.ry b «np per ecSl oUnl• •lo R tp c . , n. 11nh .rProperrY - «M• ,tract r•I ,M.ch lrq , o• cMrO M.11 n - Properly - ly rlRlanc.I llrpL:c.tlon, ,na.n r Per..n.nt"l ... r .:I,ro In,t.I l..` R5 BC DL 10.0 PSF DRW HCUSR408 17031038 e]. a or ln. „ .ppl lc•ble. AP 1I PI.c., c.m sh'r«oro[ •'oahpo:, R.rer to . r.a p. IwA`z or-t...r. P'.'. paatlan`'°'"' S T 0 •; Q BC LL 0.0 PSF HC-ENG SCN/WHK I Al ln.. . I a` nl' Wna,q Go onen , Gray Inc. .h.11 rq ra,PP^.i ryl r pn l rap. -nyr.Ilar. a ball. tM ra In co.rar..,.c. .ltn ANSI.TPI ,..r Tar . I I,qnlppinR, rrp •..P( TOT. LD. 37. 0 PSF SEQN- 508763 AN ITW COMAAN'/ nn,c.n.0 Pn a br«uq or cra,.... /A •• wl m NIe Nr IrIN •r ewer R.O. Il,tlp Vll. .re•I,y, Ilr leat•• •mRe•ne• b! p,.f•eelell.l erq lewrlry ` •.. ... v r..p rIbl l lcy ••1ay !•r W Pe.19. Yvl. TM .al eeNII lcy en. uee N NI. C .M for — ,crtCcw 1• A C_.`ry`- 2J00LaLeOnrlgeDr,Swu150 r...lbllltr •! c 8.1lallg De. pr Aesl/TPI I S•c.x. 4 S ONAL a DUR. FAC . 1.25 FROM TH Orlando, FL 32837 Far or. Inrar••tlan ... I. J•, yl p- FL COA kO 278 ALPINE: .lpin. TPI Pnaro: NTCA. encerrt•nc•ae ..•'.illiam HM. KNNriIck Lic. Number 70 6FSPACI NG 24. 0" JREF- 1VXY408 ZO2 01/31/2017 TUIC n . DDrDADrn rDm rmGgfTFD IAIDIIT nnftm t nlDrticlnN cuvul m RV TGIICC urC IJIJJ-//JIU - A (IYICKIray) -UAVIU WttKLT -- LOt L`J Keagan rolnte ZIANVUKU, FL - AS ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: wind BC DL=5.0 psf. GCpi(+/-)=0.18 T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Webs 2x4 SP #3 design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.19" due to live load and 0.26" due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 0-4-3 i T 4X6= 2X4 01 5X6= - LAY "I DAD= LAY III 6X6= 3X4(A1)= L 4- 6-7-8 -0- -0-0 9-7-8 1 1-8-816-3-8 30- 0-0 Over 2 Support R= 1140 U=256 W=4" R=1210 U=287 W=4" RL= 115/-109 4- 1 -3 0- 4-0 0- 8-0 Design Crit: FBC2014Res/TPI-2007(STD) M H, ry PLT TYP. Wave FT/RT=O%(0%)/0 0) 15 •' / *QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ARNINGI•• READ AND FOLLOW ALL NOTES OW THIS DRANINGI TC LL 20.0 PSF INPDIRANT" FWe1191 THIS DRAWING TO ALL CONTRACTORS INCLUDING TIC INSTALLIERS REF R408-- 7009 Truaw> rpulr. . s oro In robr,uu,q, n.M1lrp, Mlpp„q,—.1 1 by . b .[ ft.r.r to W ltlm o `ecSl`(wll. l,q C A.nt S.r.ty Inrpr..tlon, I',T I ..p Nru,r r.r > .tY pr.ctl roll Prl • o. y08 1 S TC DL 7.0 PSF DATE 01 /31 /17 o p. rror.i,q tM>. r In>t.Il.r> >h.11 .ro.,.. t por.ry p .[Irq p.r OCSI. Wl.aa ro top cMr• .h.II h . prop.rlyn. echo• .tract r.l .Motnlry .,AG r. . prop.rly . rIR1. wII1,A0. lcc.cl.n> `r.r P.ron.ncuI-- r —t op c l,q Inabll..` 5, BC DL 10.0 PSF DRW HCUSR408 17031026 O nIII1cclm> R]. eT nr R10. .> owllc.bl.. Apply plot., to loch roc.ror tru> cl opoaltlon MJ.Int 0. .11,. vAlo. rot.• .tMr.lw. R.r>r to Grainy. 160A-z for a rC plot. waclen>. tAlplro, . p1.1.,on pr ITr Rul l•l,q Coyon. > Group Inc. . .11 rot M r.>pob>,blo for ay GwIrt1 f O 1 O ; A • / BC LL 0.0 PSF HC-ENG KD/DF or alny, Any r.11ur. co bully cM cru» In conror..,Ac. .I UnMSI/TPI 1. .r far h. .IW. >hlwlrq.`•' SEQN— 508749 ANRWCOMPANY1aLn . bl—IM .r tr.,a>. .e 1 ,.•• wll•n / TOT . LD . 37.0 PSF Vll.. ralny .r b.Y.r r.o. IIAtInN "I. •ralnN. Ill•lb.t.. A ". . of p-t— 1-1 ay 111..r rapen. lbl I lty ..I•ly r.r tPo •..lyn *I-. TM ..I t.bll lty . u.. .f N1..ra1M for Any .VtCtur. 1. 11p a _\` L 24DO LAIe Orms IX, Sim 15D r...v IGl l lty .f tn. 5.11•IM D Iy p.r ANSI/ I 1 S.c.i. t I DUR . FAC . 1.25 FROM TH I NG 24 JREF- 1VXY408 ZO2 OfINIdo, FL 32837 F., or. Inr r..tloo >.. hl> J—> Go—, ro > poy..rW -... ab >Ico: ALFINF:.... olp,rolt. oo.: WI:....".l RCA: FLCOAlA273ory: ....>pci Mu y.ca; ICC loll tc>...pry illiam H. Krick Lic. Number 70 61SPAC 0" 01/ 31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. tlOIJJ-//bIU - A tmnm ray) -UAVIU WttKLT -- LOL ZU Keagan rointe JANrUKU Value Set- 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP 81 Dense: T3 2x4 SP N2 Dense: Bet chord 2x4 SP N2 Dense Webs 2x4 SP N3 :W4 2x4 SP 82 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 12.33 BC- From 10 plf at 12.33 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 456.12 lb Conc. Load at 7.04 TC- 187.64 lb Conc. Load at 9.09,11.09 TC- 169.13 lb Conc. Load at 13.09,15.00,16.91,18.91 20.91 TC- 385.67 lb Conc. Load at 22.96 BC- 227.21 lb Conc. Load at 7.04 BC- 102.65 lb Conc. Load at 9.09,11.09 BC- 126.68 lb Conc. Load at 13.09,15.00,16.91,18.91 20.91 BC- 478.78 lb Conc. Load at 22.96 Laterally brace BC above filler R 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 5X6= 2X4III 0-4-3 i T 5X8= 2X4III rL - AO) 2 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 4P12.00" o.c. Webs : 1 Row • 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(./-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.29" due to live load and 0.37" due to dead load. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.48" due to live load and 0.61" due to dead load at X = 12-0-0. 1) 2x6x7-9-15 x SP SS Top chord scab centered 3-8-0 from left end. Attach to one face of chord with (3) rows of 0.128"x3", min. nails • 6" O.C., staggered 3". 3X4= 4X6= AO= LAY 111 3X6(A1)= 0-4-01 4-7-8 16-0-0 7-0-0 9-7-8 O- -0 17-8-0 0-0 Over 2 Supports R=2600 U=578 W=4" R=2753 U=665 W=4" Design Crit: FBC2014Res/TPI-2007(STD) { H. /-,' PLT TYP. Wave FT/RT=096(096 /0(0 15 •• •8$1'/,*4,,QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNINGI•• READ AND FOLLON ALL Imes ON THIS orouNf.I r'IIPMAMT" nm1sH THIS DaAVlrc To ALL CDwntACT00 n1CWDIw THE IxsrALLE15. Trp„-e rpulre • tree. sere In (ebr e.el,q, hertll rp, M,pplry, en selling em ores irq. b(er to qll eEltlm of eC,l eeull•Irp Co-p-Mnt S.htY Inro•.clon, by T.I .n• IrCA, rpr e.r.er pr.etl . prlp-r a .Irq tMae fvcclana. Inxellva anal pre- tsss r-y b st'r pr eCSI. Unlna noMlng , 5 s• o. i08 1 x TC LL 20.0 PSF TC DL 7.0 PSF REF R408-- 7010 DATE 01 / 3 1 / 1 7 DRW HCUSR408 17031039 top c eMll 1- prop-rl'yne .cM• •trace ertl o. nell h • properlyri •l ohc:°li,q Loc.tl on, r v.r..n.nt" .Int " :°I'h .Ing In,t.l leo` copn BC DL 10.0 PSF a O AN nw coMPAKr 2400 L&Le Ormge Dr.,$Wu 1 e«t ene na eTso e,o. ., .wucm. Avvlr vl.c-.la-..cn. n ,A- beor a r.°pa ., .l.a. 1MJOInc0.celle, vn • net.o etMr l.e. Rerer to I,pe 1•DA-Z r r• plet- po,l Clon,. tA,pinc, . or In euI IOI np Coyonen , Group Inc. , e,pm,lblo f eny oe"I rtim fr s lrq .nylfalc;,, o utr-.. .Crp„ In con or•.rc- dlhnAeSl/T•1 l,ror for h-Mllng, ,hlppl ng, e,t.11alm . br r t 1 on sole •r lng •r s- pope lining Nip •rsslng. Irl•1••T•• occoln•ne• •f •r Iwlwul wlpin••r lro r•••rlblllcr •clay r r es e..l pl •Iv,. TM •ul too.IIty •n• sso or e.le d-IM nor •nr •er,ctlr• 1• r..p rlblllcr or tn- eoI1CIA Dsoi w per AXSI/T I , S..2. j. S T O W@w ey 1 .• o •,•• en•e,,• e ` BC LL 0.0 PSF TOT. LD. 37.0 PSF HC-ENG SCN/WHK SEQN- 510057 DUR. FAC. 1 25 FROM CH 6FSPAC I NG 24.0" JREF- 1VXY408 ZO2Orlado, FL 32837 FLCOA9on3 F., -r. inrer..cion ,.. a, Jpb•, y-Mr. , pros pro c+,e....b ,Ice,: AL IsE --- .IA,M,t-..p-: M:---.ep...... r„ .FG •-• p,err.po., log---•ip",.r••.r, illiam H. Krick Lic. Number 70f 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS YFF 1b1JJ-/1b1U - A (IVIBRIray) -DAVID WEEKLY -- Lot 29 Reagan Pointe SANFORD, FL - B1 ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. 4X4= 20-4-0 TT +/- 0-8-0 2X4(Al )Ea 2X4(Al )= 1-4-0--Ij -- 1-4-0--J L_ 6-0-0 _I 6-0-0 I IQ 12-0-0 Over 2 Support R=534 U=122 W=4" R=534 U=122 W=4" RL=89/-89 3- -3 Design Crit: FBC2014Res/TPI-2007(STD) H, PLT TYP. Wave FT/RT=O% O% /0 0 15 Z'•0 / 'QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• NEW Mm FDLIAN ALL WTES a THIS uMINIIGI s• TC LL 20.0 PSF REF R408-- 7011IWVUMT•• FIWISH THIS D14NING TO OIL OONrRACTIMS INIMMI11G TIE IIRTRLLER3. j h•rl•[•• rpulra a o•. .r• In rtlrlc•[Irq, M1•,bllnp, .M1lpp,nfl. Inac•111 •M • KI,y, R•lor t. rol I • !Y t •Ultl•n ecSl`(wll.l q D..o.n.nt S.ray Inr.r.•tla. ry TpI rrce,rr r ..ay Pr•c[I , Prl r o. 708 1 t TC DL 7.0 PSF DATE 0 1 / 3 1 / 1 7Mrror.l,p U Inat.11.ra an•11 •ro.1a• t por•ry r KI„D p•r •c51. oUnl•aa ro x t•• chord ,h•11 h.vrpr.p•rly • .cIW ear uct r•I .M.t 7 .rtl oott.• c1,oN • •II M1.v , Properly l rIyIG wlllnp. Loca lens ,nm,, r p•r••mmt"LC•r•1 r ra na o anal A cl,p Inat•11••` a5 BC DL 10.0 PSFs.a l.na R] RTatr R10, •.a ppllc.el.. .pPIY Plrt•a to ucn r.cvra e. r .[ poa um ...,..... O • DRW HCUSR408 17031017 d IIILI 1 11111 tn• J•Inc 1, c•o euwr L. R,r•r ao arslrq, IW-Z rr .ra PI•c• po•Iu•r,•'~' l•In•, • d I .,..r rn It l 1"' D..n• , no .,p..,,la. r.r .ny •..Lu . • ' Q BC LL 0.0 PSF HC-ENG KD/WHK Eralnp. _, r.11ur• [ bullo an. truaa In conf.r••nc• ato ANSI/TPI 1, ror ror n•,rEI lrp an=:p ," n rr •. f: AN nwCOMPANY I—.11...— . rr..,,,o .r tr",••.. ,o ~~ ••• 1•,. •G\ TOT. LD. 37.0 PSF SEQN- 736734 1 n1 -1• . 1., •r — p." II...., "I. dr 1np. I,1.le•L•. .Iz.pTrle. N rror•..Ion.l .,1 1 n..r 111p •• r..p 1. III 111t, —I.I, f r w MIp —. Th..ultlrlllcr • r• •r UI• Cr_Inp r.r n •v,ceur• 1. ss` w DUR. FAC. 1 25 FROM TH2400LifeOnageDr, SWee 1 tl rYIrlllq •r w11dI,•. DIgp• p.r NISI/T 1 1 S.c.2. t OflandD. FL 72837 F., ..r. Inr.r•a l.n ,.. tnl, Jm . G.—ra . . vv w u,.,• -.. ac.. FL COA 90278 ALPINE .w..IPI n.It-.[.-, TPI: ..-.[pin•t ury. NrGl1 •..,oci neua[ry.=• IDC ....I[[..r. .rG illiam H. Krick Lic. Number 70 6hSPAC I NG 24.677 JREF- 1VXY408 ZO2 01/ 31/2017 k I0I33-/1*IU - A (Mt$KIray) -UAVIU WttKLY -- Lot Z9 Keagan Pointe SANFUKU 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 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. 4X4= 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 20-4-0 TY +/- 0-8-0 LAY ko 1 J — ZA4 kA I ) _ 1-4-0--J -- 1-4-0--J 1, 6-0-0 _ 6-0-0 _1 irm 12-0-0 Over Continuous Suppo R=89 PLF U=20 PLF W=12-0-0 RL=-7 PLF 3- -3 Design Crit: FBC2014Res/TPI-2007(STD) LPN!„ H; PLT TYP. Wave FT/RT=O% O% /0 0 15 !. TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. 7ARNINGI•• REAG Am FGLLM ALL RGTES 00 THIS DRMINGI 3 111PGITTAIfr'• FIReIISH THIS OARING To ALL C0fn ZT°I1S IMMMIRG THE IMSTALlERS. F TC LL 20.0 PSF REF R408-- 7012 Truax, r ulr. v t ••• ur In frrluc„gt M1.r,oCl n bl I b 1 r toLt.,t Itlm orrecsl (Rw IpInG cD pn sr. yni^ .opci w°°: ny',DI . °p -CA) I., : ty pr.cuc oarUnl•,> 0. 708 1 is TC DL 7 .0 PSF DATE D1 /31 /17 p•r r•r•I,q U•>• r„+cclona. Inac.11.ra Y,•11 prwlo•rtrpor•ry . .c l,p p.r eC51. ro[r top cMr. ,n•11 n• . prop•rl'y..1 c.clro ,trot tur•1 •M nlnG • boccr. Mrp > •II F... • properly 1WR r 101 ul llr,°. L—,tlon, for rr..Mn[ Lt•r•L•, u'npt or w,o . I n.v. br •clop Inat•I 1•G`p RCS F BC DL 10.0 PSF DRW HCUSR408 17031023 11' L-- ctlm, ]. eT .r e10.'s •pp11c.D1.. 1lpply pl.c•, cp' ..cM1 r•cv or t.r a po>Icorr, M J•Inc 0.t>11,, role rot•O etMr.l,•. R•r.r t• wl,q, 1GOA-2 rr ro DI>t• po>I tl•n>•p•Y 4 AI S O : Qv ; cv BC LL 0.0 PSF HC-ENG KD/WHKIro. , Glvl.,on Dr In wI Ipl r «Ltl rrp .ro GapoMnc, crow 1n , 11 roc M r•>pon,l elo r .ny e m rrlrq, .ny r.uur. co ewla [.. In AnSLT.I ,. ror b.rWllrq. j F p AN RW ODMRUJ`/ cw,ror..ro..Itl, •r Y,Ippin°. tln>ca Lum . •r.c .q •r cr.,,,.>. 1 •• TOT. A` G\ LD. 37.0 PSF SEQN- 736731 2400 Lilt Omge Dr, SWl[ I w wI r V,I• 6r 1np •r carer p•o• II• IrQ NI• prrlry. I,q Ip .oc•ptAn•. or Ir•fr•Ir•I •, Il 11 1p r••por l•Illc> rl•ly r•r tJ,• W10, Yew,. TM "I t-II Ic> A- a or W. arrlm r., ,y •trt,:tK• 1• rrpw,•1•Illt> •r t!w RuII.I.q Grl r rr ARSI/"I , S•c.2. V I• I SJONAI. rilemroT DUR. FAC. 1.25 FROM TH O)hGdo. FL 72E77 FL COA#0278 F.r rr. In tlan tnl, J•e', a.n.r 1 ro , p•°..,e cM,...b ,I[., ALPINE ....1 ,,..,[• t • TDI "' .tpi—t-r°p WCA •-: >.[Iro„>[ry.tr. I« .ara illiam H. Krick Lic. Number 70 61SPAC I NG 24 .0" JREF- 1 VXY408 Z02 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/751U - A (MUNIray) -UAVIU WtILKLY -- Lot Z9 Reagan Volnte JAWrUKIJ, rL - 4,1 ) 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 B, wind TIC 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 "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4= 2X4(A1)= 2X4(A1)= L--1-4-0-j L--1-4-0--J 1_ 6-0-0 _I_ 6-0-0 _I 12-0-0 Over 2 Support R=530 U=66 W=8" R=530 U=66 W=8" RL=64/-64 Design Cr i t: FBC2014Res/TP I -2007 (STD) GPM„H. PLT TYP. Wave FT/RT=O%(O%)/0(0) 15. 3'' / `QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. a AN RW COMPANY 2 L.le 0=V Dr., Sulm 150 WARNINGI•• UM Alm FOLLOA ALL ROTES OR THIS MAVIR61 IRPMART•• FUMISII IRIS uII,RIIIO TO ALL COWMACTORS IRCU01W. TIM 11WAUJIMS. fnlpplrq, ,n C.III1 .n. br.c lnp. R•r•r co nilTru>fn, r.pulr• • t •.• .r. In r.brlc.clnp, Srtn• LNft Nltlon or`r¢SI`(Rul lol,p Coybn.nt S.ray Inror.alon, by TPI .,• .,C„ rnr ..ray pr..tl. prl 1.1I... >n.11 provlo. tb.yor.ry br.Plnq p.r RCSI. Vnl.» ,1.[N . I goo tnor. ,n.11 n.. prpp.rl'I 1at.cnN ar.tt.ra fn.anl p . bntt e P . , na l b... , prnp.rly . r 1pl. .Illnp. Loc.tlona ror p.r•.— I.t.r.l r., •Inc . N .II n.— brclnp In, t.IlNtt w.s R7. R1 or R10, •> .pPllc.bl.. AWI. pi.- to .•cn r.c. or tr s' .ne p>I clm .a anon M `J.1 nc 0.t.11,. .nL„ rrotN ocMr.l.. R. r•r to or..l np, I6 r for ,c.M.rE PI •[. p.f ltlonfw"• cAlPln• . GIvl,ion or In Rull.,.q C.w,.n t> .r•.q Inc. n•11 not a r.>ponalbl. Por .ny n.v Ltl a.. rr r_Irq. .ny Rllur. to Ou110 tM vm, In confor..m. dtn ANSI/TPI ,. or ro b...nll,.p, .nlppl,q, tlnxa Lunn . br.c„p or cr.,>>•>. I1 on NI, d—InO or boyor p*W 11> 1,O thl, Pr, 11 INI— ,moRtrlbo N Rrbf000lwl wl 1l 11 R•, I bl llty N1,ly for tl &,IM Y TM ,ul lllty • — pf "...r lnb I— •n, .cr.Ctlr. I. r•, lb... tr .f t— W11.I,y o.,l{t,.r p.r ARSI/T I , S•c.z. 0 708 1 x T O t Qr r•„..••• rG F/ 3 S o AIAL ` Y_/_'_tl,,,,o• TIC LL 2D.D PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 7013 DATE 01 /31 /17 DRW r+cusRaoe r7o31ooz HC-ENG KD/WHK SEQN- 736737 DUR. FAC. 1 25 FROM TH 6ISPAC I NG 24.0" JREF- 1 VXY408 ZO2Odaldo. FL 32E37 FLCOAM279 F. .nr. Llr..cl... ,.. tnl J•b fl.n.r.1 n. > p.o• • cno. eb AL.IRE: ••...Ipin.It..cp.: tPI ....tp'^,t.o:,. WCA: --'..b.1^..,°ry•no.• ICC: ---. ,.rn•nr, illiam H. Krick Lic. Number 70 01/31/2017 TLIM r111N: OOCDACPn CD— 1n 11TCD ..D 11 n..f .. niHC.K1 1 cuC..,T nv T..,— u k IU1J0-//71U - A kmDKlray) -UAVIU OCCnLT -- LOL L`J Keagan Pointe JANrUKU, rL - 1-Z ) 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 B, 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 "1313" 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. 4X4= r-A•r kM 17= LA4 kA I )= 1-4-0--J --1-4-0-J L 6-0-0 6-0-0 _1 12-0-0 Over Continuous Suppo R=88 PLF U=11 PLF W=12-0-0 RL=5/-5 PLF Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 WARNINGI•• HEAD AM FOLLON ALL NOTES a THIS OWING I!'ORTANT•• FIANISx THIS OWING. TO ALL CONTRACTORS IMMMING THE INSTALLED. True... CM Lb•t orrNCSlc (NullPl np CORorr c S.r.q InrOrYClon. by TPI .M NTCA)rr .cy pr«ticIrY,l:aaap.rfor. inp [ IMc.I l.r. ,, 1 prwiM c por.ry n «inp p.r NCSI rotapchord •MII^M1 •rprep.rly • KIW . th lrp .ntl Do • Prop.rlyrigidcall,q. Loc.clona sown[ror p.r..n.nc l.c.r.l r rd n[ ort.a «inp in.t.11Wh'lr 19 tlon. Na. E) or 010. ., .pplic.nl.. APPIY .lot.. to ch f1W `r t.rd pintaMJointO,t:ll., 010. MCW o[M r l... N. for to arslrp, 1.pA-Z ror •c.,W.ra Pl.ca pool clm.. Alpi M. • Ei.i.ian or Il'. Nu,la*_ Ca.ywwn . Gr Inc. •h,II no r.,p 1nl. r r .ny n.vi.cI v. f10 ib .ny f.11ur. co nulls cM cru„ in cantor. .Ich ANSI/T I 1. or ror h.nElinp, ahl pp l,q. AN rTW COMPANY iM lotion A nr«inp or va,. 1 M NI..r—lnp .r N•,.r MG.. I I.Llnp NI. Nr_lnp1-1. .........P—. or pr.f...1.n.1 .m i-11 r.. p.r l.l l lty rM l.lyfK !•. Y.Ipn Mlo l. T..I t,M,.1; r .ttl _ .f UI..r_l,0 for ..•r .crtctir. I• 2400 Lake Orange Or., Salle 150 ro.pv,.IDlllcy .f — Nnllding ANSI/M I S«.2. Orlando. FL 12837 F. «r. In-rp 1. ,.. chi. Ja.. P. 1 „a , p.p..1•o cn.•.... ,lc.,: FL COAM278 All.: TPI .cp maid orp, RCA ... cry.c , ICC: ... 1 .orp P 0. i08 1 ti S T O rQ ti*S'/ ONAL I Iliam H. Krick Lic. Num! 1 FL/-/ 5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 i 61SPAC I NG 24.0" Scale=.5"/ Ft. REF R408-- 7014 DATE 01/ 31/17 DRW HCUSR408 17031008 HC-ENG KD/WHK SEQN- 736740 FROM TH JREF- 1VXY408_ ZO2 U1131/2U17 1b133-//b1V - A (MtSKlray) -UAVIU WttKLY -- Lot Z9 Keagan Pointe SANFUKU, FL - hl ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :62 4x2 SP #2 Dense: Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue -nailed wood sheathing. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Max JT VERT DEFL: LL: 0.25" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY No SIZE SHIFT BITE MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS 61 W3X6 3.00 L 1.25 BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR 161 W3X10 5.50 R 1.25 PROPER ERECTION. 241 W3X4 2.25 R 1.25 i 0-8-0 T 9-3-0 13-0-0I5.25" 11.7 5" 5-4-8 j- — -I — r _ I 3X10[16]sa 3X6= Mm 3X4= 3X4= W=3X4= 4X6= 3X4[24]= 1X3(R)= 1X3(R)= 3X6[6]!a 3X4= 3X10= 3X4= 1X3(R)= 1X3(R)= E 18-1-4 CIF 11-9-• I 29-10-8 Over 3 Support R=905 W=7.25" R=1937 W=5.5" R=551 W=7.25" 1 o- -o T 10-0-0 0-8-0 Note: All Plates Are 1X3 Except As Shown. Design Cr i t: FBC2014Res/TP I -2007 (STD) ,,P1,.t.••••.:,! FiQ/' PLT TYP. Wave FT/RT=O% O% /0 0 15. `B3' Q Y:4 FL/-/5/-/-/R/- Scale=.25"/Ft. WtNINGI•• RM AM FM.L= Au NDrES ON THIS IMMINGI U. Ili'DR1nNT•• FLMNI THIS DIMING TO ,TIN wN'rRACTM INCLUDING THE 1117TN1EN.S. tMrl."`trNulr. a ,r.C51c(Wll.lf.erlc.clrq, n.n.11,q, M.wlrq, In c.11lnD ..b D sfnp. .. r.r t. .n0 0llCaen. t s.r.ty Inrer•.[Iw. Dy`T.I .n. nu,rr ..r.ty ,r.ctic. •rle .I rera.,alc In,c.n.r> >D . orw l•. c..4or.ry D .T11 ..r BCS eUnl.>, necw o.708 1 s TC ILL 40.0 PSF TC DL 1 0.0 PSF REF R408-- 7015 DATE 0 1 / 3 1 / 1 7 DRW HCUSR408 no31020 Q AN TNCOMiANY 2400 Lale 0lvge Dr,Swu 50 cnor• . Docco a .n.n o.• > •r...1 y : c' rlyl. .I.Irq" a°« ",no..•`.: wr,.1'r .Int er .. .I I n.,,. Dr..l, In,ta L.`,. 5 u. n .r elo..> ."vl Ic.DI. .bvlr vla.. to .cn r.ce er ` ..m .o..um . n.`J nc D. u.l>. .n l... mt.a .tn.r.l... R. nr co dr—=n . 1f0.-1 ror •c.M.r• nl.0 po.l clm. tAl.lro... "1>.. er n wool • cew.»n > Grow Iw • 11 wt n. .>.>IDIe rer .ny w"i.uw rr— a lrq, .nylr.11er. co D"na c.n cr".. In cenr"root. .Ito N15 vrrl t. ror ror n.m u.q, I I n.t.11.tlw . Dr<,n, er cr,..,. '" °° "°' 1 — col• arwl.g •r eor.r p.N. 11-Mg "I. .ro lno IMI.•L. •. p• .r v.•re.l«I.I .VI.NNrI.ID rwp mlllq •.I. r.r w m10. Y.w.. nr ...ltrloq .na w .r Nl, ar l.q r.r .y .t.r.«,. 1. r..•.. mnlcr .r v.. S.I. np Drlw:r ..r NRI/T I t S-2. S T 0 `Q. i y/` 1 . r' F `' •••......••''G L µ BC OIL 5.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF HC-ENG KD/DF SEQN- 508482 DUR . FAC. 1 .00 FROM TH 6PPAC I NG 24.0" REF- 1VXY408 ZO2 Oliado.FL 32837 FL COA(A 27S Fer or. Inreroc >.. cnl> See > Q.n. ne> p. u.. ....Ic. ALPINE:... .I.In.c. cs, MI: .... cpin.t ora. NTC. .... ua'"y.cv, ICC:... .... illiam H. Krick Lie. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/7510 - A (MBRTray) -DAVID WEEKLY -- Lot 29 Reagan Pointe SANFORD, FL - F1A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. i 0-8-0 T See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4= 3X4= W=3X4= 3X4= 1X3(R)= 1VI) I.I./- 3X4= 1 X3 (R)= 1 X3 (R)= 3X4= lE 17-11-A plc 5-4-12—AJIS 5-11-4• -J 29- 10-8 Over 4 Supports R= 111 PLF W=17-11-4 R=91 PLF W=5-4-12 R=451 W=7.25" R= 328 W=7.25" 1 o- - o T 10-0-0 0- 8-0 Note: All Plates Are 1 X3 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) ,\P`,..•••••:,; yips% PLTTYP. Wave FT/RT=O% O% /0 0 15. 3' O l} Y:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARMINCI•• READ AND FounN ALL MUTES ON THIS DRANIMGI I FDRTART•• FURNISH THIS DRANING To ALL mnRAcras INCLUDING THE IrsrAILER.s. r Tru, s.. rpupry • ... .r. pn f.prpc.[p,p, n,uwllnR. .npppl,q, In c.11pnp a- . .cl,q, R.... co .rtl3o11 tn. I •dltlon o 'RCS1`c.pl Idp q Cpw»,••nt Safety 1n 1oaciod, byTPI .,r N CAA,rr r .ty Pr.ctic.Cprl p. r ror•IIp - In,c.11.ra ,n•II prow,°. cwq•r.ry p .c,p p.r =51. °Unl.,a ro e 3 0. 708 1 TIC LL 40.0 PSF TIC DL 10.0 PSF REF R408 - - 7016 DATE 01 /31 /17 DRW HcusRaoa 17031016 d lr AN TNCOMAkW 2400 LzU Ormge Dr, Sprite IUD I. ppclwrd hall n:.fp:p', .tt p .d .`r `.r.l .n.. nln° a-3 bpIt. ` ° ..I I rlyld p.Illrp. Lro.t f.r P.rlonwlt I.T.T. r., .Int pr _., :II h.w. br.clrq 1n,t.Il.d`P. u. n pr no, ., •Il a c.pl.. Apppy `Im .'Z Lar r.,, w Ip, plope . r h ` I -I o.t.11., wl.,, rot.d prn..l... R.f.r t. dr..I . IAOA-:.pr .t. d.rd plate po.lt;on, cAlppn., . °Iwo,,....r rn w Id G.••p.••.n , Grow Iro. , :,- lblp r .ny d.wLuon r rwlnp, .ny f.11ur. co but Id tn. trC. In cm or..nc. .ItnnAN51/TII 1. Tor for h...dl lrp, ,np Pplrp, n, t.11.t A br. W pr tr., — a wl or, NI• trlwllt .r I.vw.r R•P Il,tlnp TAIL Croallg, IIVIU IoaRcwo..r Rr.r•..1IRI.lc _41r orinp r..p>.Lm 11cy ..1.1r nr w •.•IM •low.. TM ...—.I Icy area w •r ml..r III, r r ry • Iv 1• r Porw pointy •r w Npila ilk D 1owr ..r ANSIMI , sw:.:. S . - S T ' vQi! 1 5L, •••....... SONAL ENS wIr„,,,..,+" BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD . 55.0 PSF HC-ENG KD/DF SEQN- 508495 OUR. FAC. 1.00 FROM CH 6ISPAC I NG 24.0" JREF- 1VXY408 ZO2 Orluldo. FL 32837 FLCOA90279 F., .. r. Pw• ALPINE .IpI rrt..cro; TPI: ,ap—l-ry, NTCA vy.c ICC: w.., p e illiam H. Krick Lic. Number 70 Tine 1— eoreeurn r r fTeo Ioa1T fInene r. nluvueln-1 enbu1— DV TDIe — I, IJ3-//J IU - A (MOKlray) -UAVIU WttKLY -- Lot L7 Keagan Pointe JAW-UKU Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced @ 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY No SIZE SHIFT BITE MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS 41 W3X8 4.25 L 1.25 BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR 61 W3X8 3.50 L 1.25 PROPER ERECTION. 141 W3X8 4.00 R 1.25 181 W3X10 3.50 R 1.25 I- 9-3-0 15. 5" _I 12-6-4 0- 8-0 T 3X4= 1X3( R)= 3X8[ 4]= W= 3X4= 3X4= 3X10= 3X4= 3X4= 1X3( R)= 3X6= JAoLoJ= oA4= JAOL 14J= 3X10[ 18]= 3X4= 1X3(R)= 1X3( R)= I .- 4- 5-8LIE - 23-0-12 Over 2 Support R= 971 W=7.25" R=1667 W=6" i 0- 8-01- -0 10- 0-0 0- 8-0 Note: All Plates Are 1 X3 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) \P` ...t.•, i%., 6 PLT TYP. Wave FT/RT=096(096)/0(0) 15. '' QTY:6 FL/-/5/-/-/R/- Scale=.3125"/Ft. AN rrw eOMRWY J00 Lake Omp Dr, Slum 150 WARNINGI•• wAo An Foua u1 wrEs oN TIIIs awlmI IIFOII IW.. FMISN ells oIwING To .,1 07RnAcrol6 IIICl1mING na 1115T1LLLER5. Tru»•, r.,P1r.. t _ .r. In f»rlta.. n.,tlllrp. ,n,PPlro. ,n tal„q .» .r.oln,. •.f.r t..,,tl •11 Ltwt altlon crrtCSl`(wl Itll q co.n.nt s.fay Inror..clm, by>T.I . nu) for . " Pr.ctlt pr1 o p.rrora nq c . rurouo„ In>ca Lr> >n.n proVltl• c.roor.ry b KIro p.r .CSI. llnlo> ro copcd ,n.11n— Prop.rly •tt.cn•tl . mt...I .b.•tnlno .r,tl bona nurtl ,n.11 n.v. > Drop•rly • C r l0ltl C.II Irp. talon, ,Lo.,, f.r p.r•.n..,t I-- r., .Int or wb, .b.11 b.,. br.clro In,t.11»`P .GS ctlbn. u. N or no.., .Ppuc.Ol.. .PPIy Pla.> t• .an•'a f t > .. p.atom ., .no_ .b• . tn. Jolnc D.c•11.. ,n 1.,, ,rt.tl o[lwr.l... ..f.r to tlrwlnps lboll-L ror --rtl PI.c. po.l rims. 1D1».. al V1.,m or ITr .ulla,q ct..P..b , cr.ro Iro. , t b. r.,D.n,la. f r .ny tlorlalm ,ry tlrwl. q, .nY r.11ur. t. bulltl tM cr uaa In cmfor•.ro• .ICh :. r'1/" 1, or ror b.,,tll Inp. >blpp lrp, In> t.11.tlm • br.t,no •f trb,... l en "I• ar»I1p •r oy.r ». II.eIro "I. d,—lro• Imle.c.• •eaptr,b. •r r.r».I.n•I .1911,»rlro r.. p.rmnlcr »LIPa»Ip aew. n..wmnlcr • P» .r v I. erwl r.r . .eaeew 1. r.. p Iblllcy .r cn..ull.IM Dr 1p,•r wf aal/T I t S—.Z. 0. 708 1 = i 1• 5 T et ' QF etc •...,, :.••'• G 4 `ramDi1 A. 1 TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 7017 DATE 01 /31 /17 DRW HCUSR408 17031009 HC- ENG KD/DF SEQN- 508479 DUR. FAC. 1 .00 FROM CH 6PPAC I NG 24.0" JREF- 1VXY408_ZO2 QI{ NQo. FL 32837 FL COA 00273 For . or. Infor•.tlm > nl, Job'. y.mr.l ro a Pn. • cn...... ALPINE. w..a Pl rolc..t»: MI: w•. p—t.orp, MA ....a,ntlu t°y.t.: Igo; :...Itt>.fn or, William H. Krick Lie. Number 70 IDIJJ-//JIU A (MCKtray) -UAVIU wttKLY -- Lot ZV Keagan rolnte JANFUKU, FL r2A ) Value Set: 13B (Effective 6/1/2013) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense 62 4x2 SP #2 Dense: Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue -nailed wood sheathing. Lumber value set "136" uses design values approved 1/30/2013 by ALSC This truss spaced ® 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans Webs are square cut except dbl diagonals or as otherwise with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. shown. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. JT PLATE LATERAL CHORD WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY No SIZE SHIFT BITE MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS 13] W3X8 3.75 R 1.25 BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR 17] W3X10 3.75 R 1.25 PROPER ERECTION. 8-0-0 1X3(R)= 3X8= i 0-8-0 7 1X3(R)= 3X6= R=863 W=7.25" J AV — 18.5" 3X4= W=3X4= 3X4= Note: All Plates Are 1X3 Except As Shown. 13-6-4 3X10= 3X6= 3X4= J AOL IJJ— W=3X4= 3X10[17]= I)l3kK)= 1X3(R)= L 5-11-8 23-0-12 Over 2 Support Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 11111ARNIN131" READ AND FOLLOW ALL MOTES ON THIS IxwINGI INIWANT•• FUIVISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T.. r. .. a r rl. a slopcl,q, n.mlln0, .nl ppl nR, In t.11l r Ror.r t tM I c .elclon orrRC51c(Wul lelrp CaRon.nc S. r.cy Inror•.cl on, DyaTpl rtU) a rar .. r.cY pr.c[Ice KwlCS I P.rror•IIll c >. rl.Icclsn Ina c.11.ra an.11 e. t..Por.ry h . W P I. Unl.,, ro cW c1gr. .M1.IIM • progrly • .cn.• • r.l a cM1 lrq .M b.tto• cn•r• • . Pr.p.rly r lyle c.11lrq. La.alona L r P.r•.nmtYl.cK.l•r r.l nc o —.ny Inac.11btp aitl aalba•. Uon, N7. eT or e10. .a .pP 11 C.ble. Apply P1, — c .l- r•cort 0.aala. I .., n.aw o1,I. r.l u. R. r.r co t..—I, I60A_2 ror .[.ne.re P . Poa also. rd pl.t. .a ano.o .bor.r A IPIn•. • .IVIaIon or ITr Mullel,q Coponon a croup Inc an.11 ro r.apvla .bl• r r .ny .wl.tlon r a AN ITW COMPANY er..I,p. .ny r.11ur. to bull. cM Grua, In can rar•.rc. •Ito ANSI/TPI 1, or ror n.nal lrp, anlpplrp. Irlaul I.clm A br—.W .r vn,.., wl .n CAI. RrKllp •r e•.•r P.O. I1-114 CDI. "—InO, I - I.— as•GCACIe• If r•f.. 1-1 _Q.r rli r••p• r lrlllcy rl•ly !K W b.I PI Yw I. Th. •ul c•rlll[y atl W •f NI• d-1,G for •I, .trleeur• I• 24CO Like Owge Dr, Swic ISO r••p 1.Ir 111Cy •r tl.. eull•IIq D..l— P•r AMSI/TPI T S.c.2. Ofl2ndo. FL 32837 For K • In ror• 1— . cola Job'. 9... r.I rw a pp. • alc.a: FL COA 90279 ALPINE. •....Ip IrI.Ic. cs; TPI: .... cP,n 1—.. WTCA .•.. abcln.uacry ca•; ICC. w. Icc.. ro.orp R=1818 W=6" Igllltll4(/ryp/ f/hh`rr 0-8- 01- -0 F 10- 0-0 0-8- 0 1 FL/-/ 5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 14SPACING 24. 0" Scale=.3125"/ Ft. REF R408-- 7018 DATE 01/ 31/17 D RW HCUSR4O8 17031022 HC-ENG KD/DF SEQN- 508491 FROM CH JREF- 1VXY408_ Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -300# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. I 0-8-0 T 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X10 4.00 L 1.25 101 W3X8 3.75 L 1.25 171 W3X6 2.75 R 1.25 181 W3X6 3.25 R 1.25 201 W3X6 2.75 R 1.25 13-1-8— 8-0- 1X3(R)= 3X6= 3X10= 3X4= 3X4= W=3X4= 3X6[181= 2X4III 1X31(R)= 3X10[6I 3X8[101= 3X6[171= 3X6[201= W=3X4= 3X4= 10 10-0-0 T 0-8-0 IE 5-3-4 16-10-• _ I I le 22-1-8 Over 3 Support R=177/-300 W=7.25" R=1696 W=8" R=822 H=H1 Note: All Plates Are 1 X3 Except As Shown. ml«wail,,,, Design Crit: FBC2014Res/TPI-2007(STD) p M H. PLT TYP. Wave FT/RT=O% 0% /0 0 15 1 7.t . k QTY:6 FL/-/5/-/-/R/- Scale=.3125"/Ft. 7ARNINGI•' REMAx0 FOLLOW All NOTES OR THIS ORMIYGI IMPORTANT— FIRMSR THIS DRMIRT: TD A COWMACTORS IKLUDIRD 71E IMSTALLERS. TC LL 40.0 PSF REF R408-- 7019 T ruaa.a rwuiro • ..o .r. In f.brlc,tlnp, n.M 11 np, >nl pp,rq, n c.11 .M br.c lip. R. r.r ce Poll Lba Itlon oI`RCSI`(Rullelnp Co.pm>nt S.M1[y Infor.aclm. by Tpl RCA) ror •hq pr.cU o. 08 1 I a TC DL 10.0 PSF DATE 01 / 3 1 / 1 7 o•p.rfer.lrq c Ina > an.11 prw t..po...y b .clop ,o, IICS1. U 1l "tw o A top I— ,h.I M. .rprop.r I ... r.l .M •n l,q .M .octa. cMr. .MI I n • prop.rlyrlplec.I I Imo.' Lecalm, `r.r"1a.r.1'° r.lnt a sh.11 h Klno I BC DL 5.0 PSF DRW HCUSR408 17031013 p7. RT or R10 ., .ppllublo• Apply p1.u. co ¢h r.cu` t Mr -a po,toon . na d Jalnt D.C.II,. .J.., rot.. a h.r.l.. R.f.r to or..lnp. ,GDA_Z r.r a. d.r. pla. BC ILL 0.0 PSF HC - ENG KD/DF A 1pin, • CI"„m or IW Wllel.q Cupwr . Group Inc •n.11 no •apom lblo r ,nY b.vl•t1•n19 ar..l,q. .ny f.11ur. c bull. cM cru.. In cm for..nc. .Ito ANSI/TII l.r.r for h— lrq, ahl pp1r •• AN rrW MMN..NY In,t.Il.t,en . br.clrp .f cru...,. , .. •,•. TOT. LD. 55.0 PSF SEQN- 508505 NI .n tn1. Iroolnp or e.>.r p.p. II-Irp t I, .roolnp. Iti IbR.• oae•p—e or pr.roo.l.lul .Iq 11wr1 /'111 ,• [,_` r..pul.Ib.I:I, >.I.ly I.r — Mlpn — TM .wl .I.y, ale W .r Nl..r—M fV n •[>,CtII. 1. SS/ p DUR . FAC . 1.00 FROM CH 2400 Like Owge Dr. State 150 r..p r1b 111c> or two w11.IM Dool,r- por ARS1/Tll , S..>. Oduldo. FL 32837 Fer .er. Inror..clen , hI, J.b'. p.n.r. , p. • th.,...b ,Ic .; FL COA 10278 ALPINE-->.•Ipin-Ic WI •tp'na—g. ` C: --- 'tly.cv: I«: .erp illiam FL Krick Lic. Number 70 6ISPAC I NG 24 .0" JREF- 1 VXY408_Z02 01/31/2017 THIS ON PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/7510 - A (MBRTray) -DAVID WEEKLY -- Lot Z9 Reagan Pointe oANFURU, FL - h3A ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 0-8-0 3X4= 1 X3 (R)= 1X3(R)m W=3X4= 3X4= ile 22-1-8 Over Continuous Sup R=109 PLF W=22-1-8 Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 7ARNINGI•• RLTD AND FOLLO. ALL RDTES ON THIS DRANIMI 0 IlORTAHr•• FL=ISH THIS DRANING TO ALL COWMACTORS INCUMING TIE INSTALLERS. Tru»oe r.•ulr. . tM. p.I.rclo.•r•t 1Mrp lclon orrN. y•, l,ptlInrobprin.rI--, n. r •IrAJ..orb.> tyropr.ococ.l 0 •.r AulIa urwy.•y, ObycTPloprrtlCCAI) tonr. .11 n. porly n.. cnl i na b.tc. 1— 1n. 11 n.v. • prep.rly rl pla ul llna. Loc.tlma r.r p.r..n.n[ La.r.1 r.a .Int .I wb . 1 n.v. Or.c,% r,=.11.:t ctlon> R7e R] o R10. 11pply fl. t. f a. .•cn iIWA- r - • rH po>lt loon .> . n..., . b.. Q III1111111rJJ1 117 IIIII~ n. Jolnt D.ta l>. ,n l... n•tW an.r.l... tc arsl:h Iwl1-z r•r •trtl.ra v1a. p•.It l•n> ~ tA.Plrro, . or IA Nul labp C.yon• > rr Inc. • t b. ro>pon>1e10 r .ny awl.tl on Ina, .nyl r.Il ur. tbulla - [ru» In c.n orunc. .IcnnANSI/T 1 r.r n.M 11rq, >n..... AN (IWCOMAWY dn>t.n •clmAbr.cl,q .r v ..> wl •n VII• arm g •r =, p•N• I1•c11y "1• ar—Ire IM 1. AWt la• .r r.f•••I.n•I r1p.—I r.••.rlrlllcr •ol•Ir fr ti.• a••I p, Vim. Tl,• .uI WII Iq •m W or UI• ara.InR rr •, •rmur• 1• 2-0 LALE OOIIIEe Q„SWC` IKI r•.p•rr lrlllcr •r an• N1111a.M D•.Ip1.r .•r ANSI/T I I Sc.r. 0(IA(Ido. FL 12637 I. r ter. Inror•.clon .•. nl. S.b . a.n.ra n. > p.a.. tn.>..•b .It.. FL CO A Ib T.78 ALPINE: .a..lplrrlo.c TPI .tpi—.ra. RCA:... cory.co.. ICC:.... .ra W=3X4= H. 1 S T O .Q S/ OVAL E NFGs rMMlw"' Iliam 11. Krick Lic. Nun 3X4= 10 10-0-0 0- 8- 0 3X4= 2X419 1 FL/-/5/-/-/R/- TC ILL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 6 PPAC I NG 24.0" Scale=.3125"/Ft. REF R408-- 7020 DATE 01/31/ 17 D RW HCUSR408 17031014 HC-ENG KD/DF SEQN- 508512 FROM CH JREF- 1VXY408_ ZO2 01/ 31/2017 THIS ORIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IDIJJ-//OIU - A tmt3Klray) -UAVIU wttKLT -- Lot ZU Keagan rolnte zANrUKU, rL - rq ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue -nailed wood sheathing. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W06 3.00 R 1.25 J 19.25" J J .- 8-0-0 7-0-0 1 X3 III W=3X4= 1 X3 (R) = 3X8= 1 X3 I[] 3X4= 3X4= 1 X311I 3X8= 2X410 I 0-8-0 F + 1 X3 (R)= 3X6= W=3X4= 3X8= B2 1 X3 10 1X3111 4X6[13]= 3X8= 16-7-4 Over 2 Support R=899 W=7.25" R=913 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNINGI•• READ AND FORION ALL ROTES 00 THIS OMRINGI INFORTART" F1W11511 THIS O IRG TO ALL CONTRACTOR INCLUDING THE INSTALLERS. Tru..•. ro 1ra ° o•o .r. In f.brlc.[Irp, M1 Mllrq. • pp,".. In t.11 lrq — .rK . R.I., co frACSlc(lulle lry Co.p•.r•r.t S•f. CY Infor.•CI•n, by TPI r 1 RCA) r •[Y pr.ccic rvcclen.. •IA,I:a. o p.i r:np'CM, In •I I prw e. t.•p•r. ry b .c p r NCSI. ro cop c M1.II n • properly • •cnN'• I •M•UInR •rM bot— Clore • • properly • 11rlRlel'c•I llnR. Lm.tlana .rwo (or p.r••mm[ I ra r ra nc o N.11 n clrq Inata Lett lll t. on. .7. .T or .,G..:, •Ppllc•bl.. Apply pl-, f• cufl rtl V::I[o°n ., sM1wn •oov d i f IfI cr incn• minc D.uu•, ,.11. nocw ou»ra... R.r.r co .a.p• IWA-z f•r •c.na.r° pl•c. p«luon•. DafuaA1plrr. • el vl•Im or 111 Wlle lrq Cspwl.n . Grolp Im n•11 n. ro.pan.l b.. f .ny ew l.n fro%, er :Z: •nY ra lure C bulls tM trm• In conror•.nc• dU M VT, ror M1.MIInR, .11pp lnR. AN rrW COMPANY In.—l— G br.o „p of vl.•.... WI — Nl..r lnR .f e•.•r R.R• 11.SIIp ST,1• d—I"0• lllel.— .....— •f r•f••. lll•.1 RnNlnMrli r..pwlbll ley ••I.ly r•r tl —IPA .Ir,. Tlr .ule.bl l lq .ne lr .r -1. er—IM r.r wry .rrnlr• I. 240D Lake Ow6'e Dr Suite M r••ps lb l,,q •r t— N ll.lrV D. 19 .r •.r ANSI/T/'I I S•c.2. Orluldo FL 12117 F. lnr•r•.cl on ... clti. J.b .Rasa r.° . pw• • fL CDA N0 27S ALPINE. •••..Ipl. — c . TPI: w pin•t.orR, NTCA ....•cln.u.cry.c••: ICC:..• .oro i S WO.,, QI SS/ONAL lgI..111RA1. liam 11. Krick Lic. Number 1To 10-0-0 0-8-0 8 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 6ISPACING 24.0" Scale=.375"/Ft. REF R408-- 7021 DATE 01/31/17 DRW HCUSR408 17031021 HC-ENG KD/DF SEQN- 508488 FROM TH JREF- 1VXY408_ZO2 01/31/2017 7111C ITIN1 oorDAorn rDm MUDIITCD I DIIT flnAnc , n Uu Clnu % cubulTTCn dv Tducc RIGID IJ133-//JIV - A (Mt3Nlray) -UAVIU wttr.LT -- Lot- /-V Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Pointe JANrUNU, rL - r4A ) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19.25" 1 - 8-0-0 7-0- 1 X3111 W=3X4= 1 X3 (R)= 3X8= 1 X3III 3X4= 3X4= 1 X3 01 3X8= 2X410 11PPMPPP_ OR— I SM0 ii I B2 M 1X3(R)= 3X6= 3X8= 3X8= E 15-3-' _1_1-4-0.j 16-7-4 Over 3 Supports B01 R=893 W=7.25" R=155 W=5.5" R=808 W=10.5" PLT TYP. Wave L_PO IE AN rrW C0MFWW 2400 Lake Omp Dr., Swte 150 Orlu& FL 32837 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 WARN I NG READ AND FOLLON ALL NOTES ON THIS ORANI NGI INPMTANT•• FLOW N THIS ORNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr.,,., r lcr.. m .r• In r.brluUnd, n.ndllnb. . ppin0. In uI l I .—I b •cup. R.h c. n Lc..c ion orracSlc(wl lm nP Cnyon• c 51r•cr Inroro Ion, b, TPI-CA) . r.cy pr.ccicop.rrer•I.p cn.,. r In,c.11.ra .n.11 prwld. cNpor.rY b rirp p.r NC I. IA,1:» n. op c n111 I p`l dlnc lqlln, pA. enl.:r c:[1p01 r,1.lwyppnllc!:.bpb.r•irw..[1 lc hiWrd -1 1-— 10-— 1—snal •M1p1o1:1 r1,pavrImcnpl.munr.l1y.1. bWov. H crIna.Apply pl, t.: 1R.r.r c. a1. 16OA-Z h b.rd pl.t. A.pO m, . dl" .Im or IA Rwlldl.p ragpn.nc, Gro.q Inc. .111I —t No rp.p.^sI blo ror .nr ap.,u ir. rr r Nlnp, 1ny r.11ur. cb bulls cM cru„ In confor••r.c. .ILM1 ANsI/TPI I. pr for M1.M W. >nlppinP, n,c.I Lum • .r.c „ p •r crm.o. AI r V.1• drNlnN •r d•r•r PAN& I I-InN till• drNRr.p, IMI••t•• •ee•/cr.b• .f PrerN•Irul "I—rli pr.•I blllty NI•Ir rr tl.• d•1sA •lrr.. TM •ule•blllei rid ••• or tl.l• drN I.R ror r.y •4vecur• 1• prrlblll cy .r u. N..I ld l.y p••I vr Mr Allsl/f I 1 S.b.Z. For Nr. In rpr 1— ,.. cnl. Job P..rr.I m . p.9.. 1 v eb ,ito ALPINE ....IR•^plc..cp.: TPI: .... cp...... g. RCA: --try...; ICC: w. 1.f. pro 10-0-0 1- To 0- 8-0 ry TY:1 FL/-/5/-/-/R/- TC LL 40.0 PSF 0. 708 1 TIC DL 10. 0 PSF BC DL 5.0 PSF T O ,•' @ - BC LL 0. 0 PSF G TOT.LD. 55.0 PSF ON E :T` ras DUR . FAC . 1.00 PPAC I NG 24 .0" H. Krick Lic. Number 706 Scale=.375"/Ft. REF R408-- 7022 DATE 01/31/ 17 DRW HCUSR408 17031019 HC-ENG KD/ DF SEQN- 508525 FROM CH JREF- 1VXY408_ ZO2 01/ 31/2017 1,135-//JIU A kMOKlray) -UAVIU WLLKLY -- Lot LY Keagan VOlnte JANruKu, rL rob ) Value Set: 13B (Effective 6/1/2013) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue -nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Deflection meets L/360 live and L/240 total load. Creep increase TC- From 50 plf at 0.00 to 50 plf at 16.35 factor for dead load is 1.50. BC- From 5 plf at 0.00 to 5 plf at 16.48 TC- 176.27 lb Conc. Load at 1.04, 3.04, 5.04, 7.04 Truss must be installed as shown with top chord up. 9.04,11.04,13.04,15.04,16.04 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W3X8 3.50 L 1.25 13] W4X6 3.25 R 1.25 16] W3X6 1.25 R 1.25 i 0-8-0 I 8-0-0 1 X3111 1X3(R)= 3X10= 1 X3 III 19.25" I - 7-0- 1 X3111 3X10= 2X4111 3X4= 3X4= W=3X4= 3X4m 1X3(R)= 3X8[71= v . 4X6[131= 4X6= LIE 16-7-4 Over 2 Supports R=1099 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0(0) 15 WARNING 1 • • RM Alm FOLLIRI ALL ROTEs oM THIS ORARIII61 IRFOIITART•• FLRMISX THIS DURING TO ALL Nf)11ACFORS INMWIIIO 71Oi IMSTALLEIS. Tr.Iss.• r.pu tr. • .•o .r. In r.Nrl uclrq, n.n. . mlppl.q, m t.l1 -1a.po,wnc a cl,q. •. r.r t. r K .Pl tlan .1 CSI (wIlal" CS—ty Inror..clon, by T•I ArtG)rr r.ty I, —tic o p.rf •„q v.. Ins .I l.rs anN l prw lP• t•Aor.ry • .c „q p.r MCsI. oUJ os n.t. tpcno'd M.11 n .rprop.rly • •M.tn l,p • • Prop.rly rINIGc.11lnp. la.tlans stun rnp.r•.n.ncV1 r.l r r•1 bo a• Klnp Insc.11.dtt I•.,•npo.Icon dcn• s. cu... eA. n er no. .• .Ppncal• Apply pi.c.• co ocn r.c.rt .• .Iw.n .ow• John O.ca l•. .....• rota otn.n .. R.r•r - dr %,. IWA-z ter •t—.rd PLc• P.•lu.... eor,•' Alpin., • a ISI r IT1 e i lnl,p Coyo.wncs Oro.q Inc •n.l I ... •aponal•1• It, .ny ew I•cl.n rr rotANII'W COMPANY aryl . .nyl— I.r. L. buIIU [n. truss In c.nf•r..,c. .1 to ANSI R•1 1, rot h.-..-. snlpp lrq In• c.n.0 o.. A nr.o or t..n.... 11.". 1 •n "IN or lro •r eovr M•Y• 11•tlne "I• •r lrq. In•Ic•A•• •IN:Mt I•• .r Mr•f—.1-1 •ryln••rI r•• A..III, .ol.l> r.r W ••.1W Th. •NI taC11I[> •r.• .. or to l• •r l,q rM ,> .Crts:c.r. 1• M1 n_ 24MLAUOlAWDr.$IIIIt 150 r.•• e lMlllc> of th. eull•Irp O..lOrr p.r ANSI/T I I S.P.2. Wando. FL 32837 For ter. Inror•.tlon •« n1. J—'s qa pn..,.o tlu.. w• •It.. FL COA 90278 ALPINE ... .Ip.,wlc..c WIr. cpin•t.orp;.n.r. WCA .... -cry.co.. ICC: 3X6[161= 3X4= W_ R= 1388 W=8" yllflll W fLl/l)nY ;. h H. A, o.'0a S T O pQ AA, w SYONALn Iliam H. Krick Lic. Number 1- -o 10-0- 0 0-8- 0 1 FL/-/ 5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 161SPAC I NG 24.0" Scale=.375"/ Ft. REF R408-- 7023 DATE 01/ 31/17 D RW HCUSR408 17031006 HC-ENG JB/WHK SEQN- 508817 FROM CH JREF- 1VXY408_ ZO2 01/31/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/7510 - A (MBRTray) -DAVID WEEKLY -- Lot 29 Reagan Pointe SANFORD, FL - F5 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. I 2-10-8 _I 12" I f B-o- 1 X3 III 1X3(R)= 3X4= 3X4= 0-8-0 1 X3 (R)= 3X4= L 5-11-4- R=349 W=7.25" 1 X 3111 3X6= 11-10-8 Over 3 Suppor R=682 W=8" See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4= 1 X3 HI 3X4= 1 X3 (R)= 5-11-A _I R=313 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15 WARHIMGI'• RM AND FOLLA ALL ROTES OR THIS WltI11Gl R IMPORTAMT" FIRIIISIH THIS It11R1110 TO ALL COMACrORS IIICUMIw THE IIISTALLERS. F¢ Tru.>b• rw;lr• • c •r t• In r•brlct lobe h•Mll,q, .hl ppl y, n c•111 •M b •c lro. R•r•r cb In M 1•c••t lrRCSlc(Wllblrq Co.poMn S•!•[Y Inr•r.•tl•n, by Trl .TCA)r! r •r•cy p—, b p•rrar.l,q cn•a• n.,bclo.,. In>t•I It. .h•I I Prwlb• c•ybr•ry b •clro p•r RCsI oLL,l•>. MC•b o 11pppp top cMr• •1•11 1— properly •tt•cM. •trot Cur•I •Meth l,o •M bocto. chor. •MI I her• • .r•p•rly t r lbl. cell.... Luc•tlon> --n for p•r.•Mn[ I•t•r• r••cr.lnt br .ub •II h•v br•clnb In>C•11•. a•cu bn. Dn. eT or e10. .> •ppl c•D 1•. Apply PI•u•I t• b :h. i• clopor cr .• 7p.— a yw, t. bov LM J•Int O•bl1•. tole• rota ow r.lw. R•r•r co brwlnb. IaOA-2 !or R•r,b•N p— M•IU•n•. A Ip, M. • .,rl•lan o! 11r .ullal,q Coyon•nc• Grote Inc h t a r••pw,•111• f My b •n rra1 Er slr,p, my (•.lure m bu11,1 LM true• In confororc• dth ANSI/Trl 1. or ror h•MII_. shlpplrp. A AN frW COMPANY 1 —.-1. . Ind .r bb..r r4• I l.tll,p "I..r lnO. IMIb— .b..rt.nb..f Pr.r-1-1 .rV1n 1 r..rv lbl lty ..1.1y r.r tM ...1 9, .MbII,. The wlt,sb111Q •M w .r Ul..r—1,o I— .tyt¢tw 1. 24W Labe Orange Dr, SILIe 150 rwp,.lblllty .r 11,. w11a1,o 11RS1/T l 1 Se.2. Orlando. FL 32837 For .or. Inrorpclm >.. tn.. Job•. b.Mr. . P.b• .r,b ch.>• eb I' — FL COA 40271 1 AL INE .•Ip,Mlo.co•; TDI: ....cp....... g. WCA ... cry.... Icc .orb H. 1 S WO'," V w. ss of Iliam H. Krick Lic. Num 1X3( R)= 0- 8-0 1- -0 0- 8-0 1 FL/-/5/-/-/R/- TIC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 6ISPACING 24.0" Scale=. 5"/Ft. REF R408-- 7024 DATE 01/31/17 DRW HCUSR408 17031003 HC- ENG KD/DF SEQN- 508679 FROM CH JREF- 1VXY408_ZO2 01/ 31/2017 15133-/751U - A (MBRlray) -UAVIU WEEKLY -- Lot Z9 Reagan Pointe 5ANhUHU, FL - h5A ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #1 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue -nailed wood sheathing. Webs 4x2 SP #3 Webs are square cut except dbl diagonals or as otherwise Lumber value set "136" uses design values approved 1/30/2013 by ALSC shown. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 225 plf at 0.00 to 225 plf at 3.75 TC- From 145 plf at 3.75 to 145 plf at 5.81 TC- From 225 plf at 5.81 to 225 plf at 7.75 TC- From 315 plf at 7.75 to 315 plf at 11.63 BC- From 10 plf at 0.00 to 10 plf at 11.63 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 0-8-0 1X3(R)= 1 X3 (R)= R=312 PLF W=6-7-4 3X4 [ 131= 2X4111 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W3X4 1.25 L 1.25 151 W3X6 1.75 R 1.25 161 W3X4 2.25 R 1.25 3X4[161= 1X3(R)= 3U_= 1X3(R)= 11-10-8 Over 2 Support R=855 W=7.25" Note: All Plates Are 1X3 Except As Shown. 11 Design Crit: FBC2014Res/TPI-2007(STD) p PLT TYP. Wave FT/RT=O%(O%)/O(0 15 Y•' WARNINGI•• READ AND FOLLOR ALL MOTES DI THIS OMRINGI JOWIDRTAW.. FLOURISH THIS GRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T rua,., r Cul'. o w .r. In f•brlc.cl not n.neli,q, ,n rol,q, n c•II Irq •nd . sl.q. R. r•r co fol% rrRCslclWlldl.p c.p•n. S.r.cy Inror••ci.n, "y>TPI o-I ,CA) •cY pr.cti 0 o•p.r Por•Inp c In>cH l•r> >n I Pr..l., t•.p•r..y " Ino p.r RCSI u0. :a y— rpraprl'n. tKnN ,tract r.l ,M.cnlnp .M • proyrly • ',may[ Loc.tlona tf•r p.r•.mmcVl.t.r.l r •Inc :o . .o l.,o IMc.11•dt r S a . RT.'r 10. ., .rollc."1.. Aro IY pl,co dr:>cn•'ISOA-Z a >f ...d",o:I.- SIIIUIrL—J, lj M Jolnc 0.c.11,. u11.,, r=1 sbI .l,•. R•f•r ce ..I np, ,60A*1 rr •c•nC•r0 PI•c• po•I cion> S cAlpl.w, • d • m or ITR 5.1 ldi- Ct.p..wn , GrYIm. • c M r•>pon,IDl, for •ny d•.I•clm frog •. A n. .nylf I.— build c • r In con r.r • .Itn"ANSI/TPI 1, or fur n.-. i-. -I rol.,p, / AN I1'W COMA NY .I •clm • Pr.o l.q or cr.n•.>. = ••. t llm tnl• RrAoI,, or o—or page II.tIn "I• Rr•r.lro• Iti last•• •ee•pt•n•• of pr•f.••Iw,.l W—Vin..r lq c ( r..prlb.l Ity 11.1.y for w talon .1,.o1. Th. ...t.N111q .rIR w .r "I• drrol..o r•r my •tr, : I• 2400 Ltle Omp Dr, Swig W r p1.1•Illt> •r — S.II.IM 0.•lO,sr R.r ANSI/T I T Ss 2. OIITndo, FL 12937 For o . inror•.cim >.. cols job'. p.Mra ,.. > pro• . FL COA 90278 ALPINE ....Iplwlt. c . "I: ... tpin .ory, RICA .,ximu [r y.co.. ICC '.... .ry Illiam FI H' .,r n` ,/ rW_0-A4i % 08 1 AL ENG 0-8-0 1- -0 1 - - 0-8-0 1 FL/-/5/-/-/R/- TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 16PPACING 24.0" Scale=.5"/Ft. REF R408-- 7025 DATE 01/31/17 D RW HCUSR408 17031007 HC-ENG KD/DF SEQN- 508686 FROM CH JREF- 1VXY408_ZO2 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/7510 - A (MBRTray) -DAVID WEEKLY -- Lot 29 Reagan Pointe SANFORD, FL - F6 ) Value Set: 13B (Effective 6/1/2013 Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 X3 01 1X3(R)= 3X4= 2X419 0-8-0 1-1-00 10-0-0 3X4= +/- 0-8-0 1X3(R)= 3X4= Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others J) Hanger Support Required, by others Truss must be installed as shown with top chord up. k3-2-4 Over 2 Support -I R=161 W=7.25" R=176 PLT TYP. Wave H=H1 and H2rlwumwrna„ rff Design Crit: FBC2014Res/TPI-2007(STD) M H• rr FT/RT=O%(0%)/O(0) 15 •' / M TY:9 FL/-/5/-/-/R/- Scale=.5"/Ft. pdLPDO AN ITwaoMRiNY 2J00 LrLe Drmge Dr, 51LIIIG ISD WARNIMGI'• UM AND FOLLDN ALL NOTES ON THIS m1ANINGI I IORTANT•• FDNNISH THIS o ING TO Au CGNTNACTM 10M=ING THE INSTALUENS. Tru,m> r-"Ir. o taw .ro In r.brl ._' h.n•I,p, .hl pplrq. In GII l,q — . .[1,q. R.I., co . roll I`lCSI`(;:I:." Co.p.,..n Sorely Inrorocl.n. by'TPI .,w rrCA rr r .ray pr.ctl prI o p. rlbr.I,q t >.ofvlctlen,. In,c.l I... ,bol l prw, o. cwpor.rY b .c Ir,, p.r MS I '.%.ra no top oMr• ,h,I lhh... Rrop.rl'• I. , ChM .trmt ..I .Moth l,q 1n1 . hard • Prop.rly r1plU w111np. Loc,cluo, r p.rwn.nt"—.... ...... I.. boa a >h.11' .tap InIt. 1111 ` *'S N]. El or 810. ., .ppllrabl.. Apply plrtm ch r.o. ror"t ...• poIli— ...boon h.`J. lnc 0.c.11,. unl.,, no[.a .tJwr.l,.. R.I., to Erwlrp> lGOA-z r.r',t„W.ro PI.c. p..ltlen..b"v t b. . r ,tI f " A1pin., . •IVI.on or ITTI Nul la„q .••p.non ,Group Inc. ,boll n. .>pon>,bl. r .ny a.., Urwlnp, .ny fd lur. t bu110 c ru.. In tmforwm. .Ith ANSI/T I l.r.r ror b.Mllnp. ,hlpp l,q.w In,t. 11.tI.n ..rot„ .I tr,>:.` owl brl NI. prwl,Ip .r C.Y.I p,p. IIIilnp CNI. yrwlA, 111•I. ...ptrne. f prbfw.lw.l MINlnwrlllN bllltr I. ly for w M.Ip1 M1owl. Tlr . Iwlllcy f NI, •rwlnN ror •Pr .tKtur. 1. rwp.,p lblllty .I n.. Null•Im a, : p.r ANSI/T I I S—.z. 0. 708 1 f T Q r c` tii •.•• r r A li/4tTC LL TC DL BC DL BC LL TOT. LD. 40.0 PSF 10. 0 - PSF 5 .0 PSF 0.0 PSF 55.0 PSF REF R406 — — 7026 DATE 01 / 31 /17 DRW HCUSR408 17031012 HC-ENG KD/DF SEQN- 508515 DUR. FAC. 1 .00 FROM TH 6hSPACI NG 24.0" JREF- 1VXY408 Z02 Odzndo.FL32M37FLCOA 0027E For ter. Inr.r..cl,..... thl> J-'. •.n.ra ,e , p.p..,.e th.,...b >Ico ALPINE: w. apin.It..tw: TPI w..tpin,t."r,; NTCA .... try.tw; ICC w..Itt,.r..ory illiam H. Krick Lic. Number 70 01/31/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. 15133-/7510 - A (MORTray) -DAVIU WEEKLY -- Lot Z9 Reagan Pointe 7ANFURU Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. FL - FbA ) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs.are square cut except dbl diagonals or as otherwise shown. 3X4= 1X3(R) 0-8-0 1- -0 10-0-0 0-8-0 1X3(R)= 3X4= 00 8 3 -4 Over Continuous Sundort R=110 PLF W=3-0-12 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Note: All Plates Are 1 X3 Except As Shown. Design Cr i t: FBC2014Res/TP I -2007 (STD) P` ,,..,,,; `•, PLT TYP. Wave FT/RT=O%(O%)/0 0 15. b•' R QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. 11ARNINGI•• RFAG AND FOLLOW ALL ROTES ON THIS GRAWIMGI I W7gnART•• FIIOISH TH Is GRARIIIG To ALL cmntACIONS INIMMING TIE IRsrALlERs. TIC LL 4U . 0 PSF REF R408-- 7027 Tru,,,f r.yulr. • ,., .r. In rtlrlc.cl•p, n,Mll q. Mlpplrp, n t.11 lrp .M b ,clop. Rb r.r co of l Clt,m o '.cs1`cwllUlq C..p.n.nt S.r,ty Inr.r.al,n. nyyT.1 .e -CAlrr ,cy pr,ttlt prlUNtea, eO7D8 , TIC DL 1 0.0 PSF DATE 01 / 3 1 / 1 7 d AN rrW MMM.NV y,,.., 2400 LAe Ori Dr, SILIe 150 o .,rror l.p N.,. r In oll.r. anal proulp. t..por.ry b .c lq par ecsl. ro cop 11%d anal M1,u. prop.rly .t t.cM1.Y .t rlicur.l .M. nlrq ./M bott carp anal n,v, , prop,rly • I rIpIG wl Il.p Luc,tlws ,own far p.ron.nc Lt.ra ran[ ur wr .11 n.w br.clrp Ins[a I -I RCS cAlploa. . •IVI,I,n or IT• Rul 1pllq Cogo...n , Grolq Im .nail n. ,fpon, Ul. r r .^Y U.ulalon f Irp. .ny r.11ur. to bull• t . tr., In con/or..nc• .Ito ANSI/1P1 l.ror ror n.lgllrp. anlpp lrp. n,t.11.tlon. brc lip .r tru,,:,. wI on "1. Er_In .r e...r ... I I.t lip NI. pr wllp, Illa..t...ev.ptAA../ Rr.T...l.rul .Ipllwrlrp r.r Ibl l lq wl.ly r.r Ell. O..Ipn . . T..ultabl I Iq ..p w .! till. Erwlrp r> ply .tractor. I. r..p l.Iblllcy .r v.. RullC llq G..Ipwr ..r ARSI11 I S«.z. O i@ t , w ...•• ! A S/ONAL q.—,-. /1 BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DRW HCUSR408 17031011 HC-ENG KD/DF SEQN- 508518 DUR . FAC . 1.00 FROM CH 6pPAC I NG 24 .0" JREF- 1VXY408 ZO2Od.Gdo. FL 12817 FL COA 1027E For ..r. Inr,r.,tlm , col, 2.b•. p.n.r.I l.o , paw A-1 rn. ..b .It., ALPINE: w. .Iplwlt..cv: TPI: ,epin,c,orpp IITCA w_ try < , ICC:... orp illiam H. Krick Lic. Number 70 U11312U17 THIC frir. CRFGARrn rRnu rrmpirrrR INDIR n nenc A n1urN[InN[, fllRulTTrn RV TRIICC urR 13133-//0IU - A (MOKIray) -UAVIU WtrKLT -- LOL L`J Keagan rolnre _-'HNrUKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.83 BC- From 5 plf at 0.00 to 5 plf at 16.83 TC- 913.39 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W4X6 S 1.50 41 W3X10 4.00 L 1.25 8) W4X12 5.75 L 1.25 171 W4X12 5.75 R 1.25 181 W3X10 4.00 R 1.25 211 W4X6 S 1.50 rL - rUI ) 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row A 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4In 3X10[4]= 2X4III 3X4= 5X6= 2X4III 3X10[18]= 2X4III D-D-D 0-8-0 4X6[2]= 4X6[21]= 4X12[8]= 16-10-0 Over 2 Supports R=3836 W=8" R=4397 W=4.5" Design Cr i t : FBC2014Res/TPI -2007 (STD) \P,•H; PLT TYP. Wave FT/RT=O% O% /0 0 15 3. `QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. RI• 7ARNINGI•• READ Alm FOLIO ALL NRTES ON THIS MMING1 it. TC ILL 40.0 PSF REF R408-- 7028IiITMT•• FIRRII SH THIS DIANING TO ALL LLNnAGT= INMWING THE INSTALLERS. r.,... r..1r.. . .r. In r.pr,..c1— n,ro1Y 11pp,... .....IIInR erKlnR...y ;rKr a.I o. 708 1 TC DL 1 0.0 PSFnLc.a NICIM cI`RC51`<.uIl.Iny co.Pon.n S.f.L Infor..cloo, a TPI rmA e S DATE 01 / 3 1 / 1 7 o p.rfor.lnR cn... rvcclona Inac.11.ra ,n.lI prowl.. c Por.ry p .carp p.r MS1. 'lln c cror. .n.11 1,— proporly n -. boo .crccur. . cnlnG .ro r ..n.II n.... Pr.;.:l; _ BC DL 5.0 PSF DRW HcusRaos 17031005rIRI. c.11lnR. La.clm for P.r..rrnc I.c r.l'r. .nc or we, .II n.w er r<I,p Ina c.IlW Ncs T"r R1R. ., .ppllc.bl.. Apply Pl.c., co ..cn r,co -Z rW p,1 .ion , I fr M`J.Int R.c.110 v,l... rocb oaMr,l.A R.f.r c. .r ..h 16 r for .c tl.r. PI.c. p..l clan.""' a A, T •:Q BC LL 0.0 PSF HC-ENG KD/DFcAlwro. ..I I «..r rn Run ulna car.p.r,.n , w.up Iro. .n.n /T ror -,I ela f r .ny a.o .um r..I,p. .ny r.Ilar. ca eull. cro .... In amfar..na. .lcn Ansl/TPI ,..r for n.rollrp. i 1 • TOT . LD . 55.0 PSF SEQN — 508576ANRWCOMPANY .n.c.u.0 on . er.c ,.p or crwo. L• ••••.. n..,., W1 An "I, .roolry or ,mv,r P,o, I1-InN V 1, .roof y. III.I.,T„ ,mp—o of Rrofw.lwle opin•.rr..p._1N111sy ,.I.ly f.r a,.1„ Tn. ,ulc.el I Ity a or TJ,I, r Ir f.r . I. *.,,, ONAI OUR. FAC . 1 .00 FROM CH2400LakeOwleDr, Sme 150 r..p. lelllq, .f n.. R . d, q Roorwz _r ANsI/T I , S.o.x. N, Od,ndo, FL 02807 F.r .ar. Inraroclon ,,. ni, Joe-, "-I, P.R• •ro ,J.. v .Ic.. FLCOA10278 ALPINE .....Ip rolc..aro. M ,,:.cpin.c g; NTu :...,ealron,rry..s: ICC: w..,u,.ra.orR Nkilliam H. Krick Lic. Number 70 6PPAC I NG 24.0" JREF- 1VXY408_ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 10IJJ-//0IV A (MOKlray)-l3AVIU wttKLY Lot ZU Keagan Pointe JANFVKU, FL FL:L ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP SS Top Chord: 1 Row @ 3.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row a 4" o.c. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Bottom chord checked for 10.00 psf non -concurrent live load. TC- From 50 plf at 0.00 to 50 plf at 13.27 BC- From 5 plf at 0.00 to 5 plf at 13.27 Deflection meets L/360 live and L/240 total load. Creep increase TC- 822.43 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 factor for dead load is 1.50. 10.06,12.06 Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" OC in 21 W4X6 2.75 L 1.75 lieu of structural sheathing. 4) W3X8 S 1.25 51 W3X6 2.75 R 1.25 81 W3X6 2.75 L 1.25 91 W3X8 S 1.25 131 W4X6 2.75 R 1.75 2X4III 3X8[4]= 2X4III 2X41II 3X8[9]= 2X4III 4X6[2]= 1- -0 10-0-0 0-8-0 4X6[13]= I< 13-3-4 Over 2 Supports R=2673 W=7.25" R=2991 W=5.5" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15, WtNINGI•• READ Alm FOLLOM ALL MOTES ON THIS DRAMINGI IW UAMT•' ROSS ISM MSa IAJI11MG TO ALL CONTRACTORS 10MMING 71M IMSTALLERS. Truasos ropu r• a c o00 .ro In rlcrob.clnq, n.mllnp, a Pping, n t•Il — b .C,rq. Rarer to r, c •tllclon orreCSlc (Sul lGlnp Co.po,r c Sa racy Inrorutlon, by TPI .na NTCA)rr r —ty p..ccl .I p.rr ra ny U.» runcclona InsulLra anal prool0• too,-—, b ..- -, SCSI. eUnl.aa ,wt•E o top c U •n. n.. pr—,.I -- .tract r•I • nl„Q — o• n.vo • Pi oporly . oon. rlylenc•Illrpll La.tl one r p.r..n.n[ul.ter•I•r •Inc . v br.cl np .II.e n nonp••rton nslw....bev an. s Jelnc D.ulla, un •as noc.a o[Mra ••. M•r.r to Eralrpa 160A-Z for R.,N.rC pl.to po•I Clon. . nh. 1.1a U. eT or e10. .a .ppllublo Apply piste mo.an r1WA- Al pl,w, . alolaon or In RW IOI,p Colonen s croup Inc e I no responalbl• I'll my Eevl.Um rDo AN rrWCOMiWWY Inp, •ny r.11ur• co buIIE [n• Cruas In con rorunc. .Itn AMSI/TPI 1, or ror n.-.i-. eaull•tlon A br.c „y or voaaea 1 Nl .n "is droolnN or moor R.No I I.tInR NI..rooln0, InOlo.co. om.Rcrrlto of /r.f.s.lm•1 -WI-1. r..p rl\I I Icy ••lay IorilM MIp1 o11e.n. TM ..It , I Ity — — -—..r lnp 1— . .trl —. 1. 2400 Lake Owle Dr SWIG 150 roo,—o \ll Icy •r — calla l,q D Ivrr p.r ANSI/ I I S.c.2. Orlmdo. FL 32837 F.r ter. Inrorootim a cnl• Joe'• a.n... I ,.eto, p.e• cn.a. oe ac.a FL COA 80278 ALPINE — .ip...'t. c . TPI: --pinat—g. WCA .00 try.— ICC .orp hY/ r DA? A_.N3 , QT) i F T O NAI. EN, MMIMNIII> H. Krick Lic. Number 1 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 16hSPACING 24.0" Scale=. 5"/Ft. REF R408-- 7029 DATE 01/31/17 DRW HCUSR408 17031015 HC- ENG JB/WHK SEQN- 508826 FROM CH JREF- 1VXY408_ZO2 01/ 31/2017 k I:)IJS-//blU - A (Mt3Klray) -UAVIU WttKLY -- Lot ZU Reagan Pointe SANFUKU, FL Ul ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFR$ with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=169 U=81 T23-10-11 3-1 -3 R=127 U=0 T20-4-0 2X4(A1)= L-1-4-0--J 7-0-0 Over 3 Support R=360 U=61 W=4" RL=124/-30 Design Cr i t : FBC2014Res/TP I -2007 (STD) A HyL - PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 fA• '4t QTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. WRNINGI " READ AND FOLLON ALL MOTES ON THIS DRANINGI IWVUAMT•• FIANISH THIS ORARING TO ALL COKI"RWrORS INCUMINe THE INSTALLERS. TC LL 20.0 PSF REF R408 - - 7030 Trusses roeulre a c o! .re In r..rlc.tl,p, n.,Wl nR. .n.ppin Ina c.I11,, - a •clip R•rer c. • roll T Wlclon .rrN[Sl`cR Ilel Cow+on.nc S•r•cy Inrer..0 en. by T.I • e RTCA>rrer a•r.cy pr•ocI , pro•p. ova o. 708 1 TC DL 7.0 PSF DATE 01 / 3 1 / 1 7 ne V,. Imoll.ra anal provle. cwgor•ry a •tine p.r RCSI. Onl• r•1a R cop more .n.l h... I,— Iy .toad .tract cnlne .ne Do[co. car. .n•II n • Preporly rlele c.I l lrp.' Lo<•T,on, r P.r-•n.nr" .ler . •I I n rl Ina a l.. c.a. BC DL 10.0 PSF DRW HcuSR408 17031010 ALP n r u. RT er R o.a a pw APPI> pi:a:.leo.•'n r.ea a yea rd pl.l., Jol nt O;t!71' 510. pp, :N., L'.•. RN•r co oralrp. 160Ad Por . rU pl•c. MO.,.. e,,,I,IPn Pr ITR R„1leln9 Ca enen a ere,4 la n.II , raaponalela rar .ny .e,,,.rl.n r S T yrg BC LL 0.0 PSF HC - ENG KD/WHK er••I.p, my hlluru c bul ld CM cruse In con roror,c. •I[n "I VT I 1, or ror n.mll,.p. snlppLp. Q SEQN- 736701ANMWOOMPANYnac.II.clon . err,ne or tr.,ea dr—., I I.TI.IR y ••.G\'' TOT. LD. 37.0 PSF NI on NI. .r _r p.R. .1. "_.nq, 1n 1eKe..eept.na. of p-f...lorl.l .nRln..r1 for Yowl. TH..ulrYl I le> ~ of "is .r..I,.e I— wry .Crlecur. I. SSI • EN DUR FAC 1.25 2400 Like Onnge Dr, Salle 1$0 rwyrrl.11lc> •f uw N.11.Irq Qrltrr p•r ANSI/TPI T S-2. r, ANAL .s NINa1FlRMI FROM TH I NG 24 0" JREF- 1 VXY408 ZO2 Ofludo. FL 32E37 For ter. Inror.•cl o.. a.• cma 3.e•a e... r•I „o a P•e• .no cn.a...b alc.a ALPINE lc..cu. M MICA .amlFLCOAAO-78 m.apl,w .cpinac.orp, ,P y.ca.: ICC: ....Icea.ra.ere illiam H. Krick Lic. Number 70 6ISPAC . 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b1JJ-//b1U - A (NItSHlray) -UAVIU WttKLY -- Lot L`J Keagan rOlnte JANrUKU, rL - tJ/A) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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 "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 11.05 ft. from roof edge. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). R=188 U=53 3-10-11 2-10-3 R= 103 U=0 1- 4-0 0- 4-0 11- 1-4-0-aJ 0- 0 Over 3 Supports R= 360 U=28 W=4" RL= 92/-30 Design Crit: FBC2014Res/TPI-2007(STD) rJi H, PLT TYP. Wave FT/RT=O%(0%)/0(0) 15,0.. k QTY:3 FL/-/5/-/-/R/- Scale=.5"/Ft. WtNIM111" READ Alm nxaw Au ROTES ON THIS WMISI f • F '•. 5• TIC ILL 20.0 PSF REF R408-- 7031 IWVUAW'- FUIOIISH THIS OItl1RING TO ALL CONTRACTORIE S IICUMINGTINSTALLERS. Tru»o. r i,ro .ro n I.Orlc•c„gc n•,WIIn. lhiP 1, n c.MW — a . R. far L. roll tloo crrRC51`<S- II.In, cP Pn• S.rar Inr•r.al•n. e; TPI P .'CA r .rar Pr.ctl , Pr 0. 708 1 z TIC DL 7.0 PSF DATE 01 / 3 1 / 1 7 r...InG c ,. fur,cclona. Inca l.r> >n.11 Pr ov, P, t..per. ry o lny P.r ecsl 'wn 1 ro { PMr. .n.IlM.r. PrPp.rl n. ....ru<r ra ... .. I, — Pr a t . . Pr•Po iy : . ; BC DL 10.0 PSF DRW HCUSR408 17031040 r IGIG c.11lrq. Loc •[Iona r"p.r..n.nc'Il .c.r. t •Inc 1 •clop Inca I•o L .[[Iona e], e1 or e10. •> •ppllc.el.. APPIY PI a., co ..'n rs. o/•cr 'ranpo,com •> .ro.n n• Jolnt 0. t.11.. unl... roc.a ocM r.l... R•r•r c• Or..l,p, 1GOA-2 r•r .C.,W.ro PI.c. p.,lclm.. T O cAIPj^• . Elvl,ionorITrRul1CInGCavo,,.n , Group Inc. n... not a .,Pon,Iol. r •ny C..I.— 1 : Q BC LL 0.0 PSF HC - ENG SCN /WHK r..l,q. . ny (.Ilur• co .ullp cM cru„ In confor..nc. .Icn ANSI/TPI 1, or ror n.nPllno, snlpp l,p, AN RW COMPANY ° n,t.1l.t,m A orc„q .r tr,.... •'ti L` •'' TOT. LD. 37.0 PSF SEQN- 510022 1 .n NI.. r—InR •r e.r.r A,R, 11. 1 0 "1. pr lnp. InE1......P a..f Aref.,.lwl .,q lrMrl Fn .... ...... ry,,' C r.• por l. l l lcr rl.lr re w ...1w .Iwl. TTr .ul u.l I ICr p or "is dr I,y f.r any .cr.. we 1• his o eN DUR . FAC . 1 25 FROM CH 2400 L&UOm Dr, Swe 150 r.yv lblllcy •f H,• Wll.lrq Orl/,•r .•r ARSI/TPI T 5-2. ` 1r W Orlando. FL 32E37 F.r ..r. Inror..tlm .•• cal. J^ • G.n.r.1 .1.1 u»>. "° 'It•': _•I!""'"""'"`"Pr FLCOA00278 ALPINE. .....1, nolvc: TPI: w..tpin>c ,g; NTCA: v.. -y•cv. ICC s. >.ro.orG illiam H. Krick Lic. Number 70 6hSPACING 24 .0" JREF- 1VXY408 Z02 01/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT !LOADS A DIMFNSIONS3 S1IRMITTFD RY TRIISS MFR I0Ias-i1SIV - A (NIISKIray) -UAVIU WttKLY -- Lot ZV Heagan Pointe SANFUKU, FL - GJl ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 F_ 2X4 (Al R=-36 Rw=24 0 -3T 20-10-11 R=9 Rw=15 U=10 T ZO-4-0 1-4-0-J 1-0-0 er 3 upports R=201 U=56 W=4" RL=32 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 O% /0 0 15 H, 1, 4. '%4 QTY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WtNINGI•• READ AND FOLIO ALL VOTES a THIS DRANINGI FIAl1INPORTANr•• ISN THIS MIPING TO ALL CONTRACTORS INC (DING T1E INSTALLERS. TIC 20 . 0 PSF REF R408-- 7032 AN nW COMi WY 2400 L•Le Ormp Dr,Swe 150 T ruama ropulr. • cr... ur. In rtlr,e.[ugc n.,..`L.p, np, n <,111 ...e . ,e l..p, br.r ce fal 1.°•, .dlaon or RC61 .. I.p . •^ 5.r. y lnrer..<len, ny'T.1 .ru,rr r .r.cy pr.<c > ,Pr p.rror.l,.p u» . r...<clon.. In pr..r,a c.Qer.ry a .<i,q p.r RCSi •Un l... mcw o nerd . .11 ^' . prop.rl n. ^::':« ,e. c^l p .nd nova <r. , . prep.rly . Ipld c.11lnp. Laalona •r p,r.,mm["I,ur,l•r •I n[ " ,11 h <I,.p Inaba l,E Appny p.D ar•..<^ .., rd pl.enJpincR.ca 1>. m1• noc.a ocn•ra... R. r.r c alrp, ,WA-Z r •c.,.a.rd pl c. pea ciao,. 11p:n., . d1"1„on er in Ruh 1°np cp.pe^° ,creme In<. ,,,.I I np e. r.>p«.,ipie no..ny ."l d c . <r",. n <:nrer.. <..lcn AxS .Tpi ,..r rer ^. l . , 1pp q, nn.c.l l.0 pn • er r ...,>.... wl M NI. drwll.p .r °°..r Np. 11. 1np MI. .r—1,q, IMIe.LM .w.tAr.<..y ,r.Iwa.,yl .11p111 I rip.. 1N 111 Ay ..I.ly (or yr r,l p, .I.Ow,. Th. .ul c.Nlll[y dr—IM r.r .l•y .Cr tur. 1• r olblIIcy •r ur a11d1np TA.Ig p.r ANSI/WI 1 S.<.2. 0. 708 1 x S` T C) hQt • ` 1 .• cs •....,....•• 6 EN., j I+ NA, ML•"- TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0. 0 PSF TOT . LD . 3 7.0 PSF DATE 01 /31 /17 DRW HCUSR408 17031004 HC-ERG KD/WHK SEQN— 736698 DUR. FAC. 1 25 FROM TH 6SPAC I NG 24 .0" JREF- 1VXY408 Z02 Od2Ndo,FL 32937 FL COA LO 279 ror ter. inrer..clon >« cm. J_.' p.n.r. _ , p,p..nd u....... AL INE ....,1ry n,c. ce.. T11 ... cp nsc.erp, RCA:.....m, ede.ery.<o.; Icc: .:.. < erp h1U111 illiam H. Krick Lic. Number 70 01/ 31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (IOADS L DIMFNSIONS) SIIRMITTFn RY TRIM; MFR k1b1JJ-//S1U - A (MBRlray) -DAVID WtLKLY -- Lot Z9 Reagan Pointe SANFORD. FL - CJ3) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Isi—el-4-0--J E 0-0 Over 3 Supports 1 R=222 U=45 W=4" 1 RL=62/-23 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1-10-11 R=59 U=28 1-10-3 R= 50 U=0 T 20- 4-0 H. Design Cr i t: FBC2014Res/TP I -2007 (STD) ,P`; .•••.:,!iQ'% PLT TYP. Wave FT/RT=O% O% /0 0 15• 0f} Y:2 FL/-/5/-/-/R/- Scale=.5"/Ft. IjnIjlIr„ Id Q 1 1 AN nw COMRWY 24M Lake Owge' Dr, Slllit ISO NARM I NG I • 91 sMQ Alm FIXI M ALL MOTES ON THIS ORMI M61 IlOMTAMT•• F1R011THIS OMAMI MO 70 Au COTrtMK01O TIM4LOIM0 TIfElrs,ALLEMS. Truss.. r.yulr. a t .» a. In rsnrlc•tI, M1•rWlirq, sn,ppirq, mc.11 Irq .rtl ..cirq R.r.r t. —J..1 tn. , t t . urrM[51 (;:iia _ c..pe.,.nc s.r.ty nr..•tion. ey nI p •rwrr r ..r.ty pr•ct,c.e pr, Wr! r irqI— r,•cci. Inasii.r, anal prp.i.lt»porsry b ai, p.r M6S1. •Unisa n• - tp c,rorE • n. . pr..•riy sccscn. e .tr uccursi .na n bq snO noccp. cnor0 M•11 n•v. • props" . t• t." a1.n. r.r p.r»n.nt ia.r.'r.,tr.int pr ... .n. h.r. tr•cirrR in.t.,i..`p. nc.m.. Mpq plan d .an r.c. or cer 11 m 1d i.t.., ,rw....eo.,.r eT. O, . r will, tn. .nt D.t.i.. ,. t» .tn.ra... R.r.r t. ..n„ ,COA4 r r. pia. poatim. A ipin.. • Uiv. on .r In wi.,. ft pono,. , r„ n<. ,nai npt •. r.,pp.,,,a. r .ny e.,,iai.n r dr» na..ny ra i r. t. n.iin tn. tr.„ in tonr.r.. t..itn AxSI/TpI ,..r r.r n. tlii p. ,niPp p. m.ca i. c m a nrsc „y .r vm.... I .n NI• • ral1iro •r p v.r p.M. listing Nis •r»Inp, imipw• --P. . sr pr•r».i.n.1 •r,p,n»rlti r»»n•i. ilicr »l.lr r r th• MiIM Yw,. TM ..I—iiicy •M W .r t1.is •r»i, r•r •ny str ctur. i. r».vu14111ty ar u,. Mui i•I,y O»i..r ..r AHSI/T I , S.c. 2. D Q. 708 - rt _ S T O • Qr 1 . t cF ..........• ' v 1 /` r'/0' v/1` Al TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT . LD . 37. 0 PSF REF R408-- 7033 DATE 0 1 / 3 1 / 1 7 DRW HCUSR408 17031041 HC-ENG SCN/ WHK SEQN - 510009 OUR. FAC. 1 25 FROM CH Mando. FL 32: 37 FLCO F., »r• inr.r•• t1.n , ani. J..'. R.n.ra ,.. , pro.. tn... »e AAOD278 PINE --- .Ip„w t..c»: UPI: --,tpinsc..ry: MICA: -.-. y.t»: Icc:.... •rRWilliam 11. Krick Lic. Number 70 6PPAC I NG 24.0" JREF- 1 VXY408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IJIJ3-/13IU - A kIVIDKlray) -UAVIU TTLLIILT -- LOL c:l Keagan rolnre JAnrUKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. rL - L,)D) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-10-11.- R=116 U=54 2-13-3 R= 89 U=0 T20-4-0 loi— el-4-0--J IRE 5-0-0 Over 3 Supports — R= 288 U=51 W=4" RL= 92/-27 PLT TYP. Wave Design Cr i t : FBC2014Res/TP I -2007 (STD) FT/ RT=O%(0%)/0(0) 15. ILt111111111N ff l4gl P`;, 11••H. I r4„r Y '. Q Y:2 FL/-/5/-/-/R/- Scale=.5"/Ft. AN ITW COMPkM 2400 LFLE 0Tmp Dr., St, 150 WARNIMGI'• READlm AFOU.ON ALL NOTES ON THIS DRAWINGI IWMRTANT•• FIRWIsx THIS DRAWING TO ALL C WTWAcrDR5 INCMING THE INsrALLEWI. Trl,,,o. r.Nrl... I-. n -11-. . Ipp.nR. n calm, .n..r.,.,. R.I., ..., .1: Lc..c r`acsl`ce l ml Ganpon.n s.r.cy lnrar..clon, ny'TPI . I WTCA) r r . y p t a. Pr ro p•rror.Ina cn.,.or,.,cu ao,. 1mc.11•r. m 11 prov,G• cowor.ry b—In p.r ecs 1. aLL,1.,, ,.oc» ecn. o an. rU .n.11 n... P•P•r1 n.[C«n.o . sotto. a orY .n.I1 n.... pra•.rly .. rl pla c.l 3-' L«.c ror p•r..,rnc 1a......r.r•, .Inc or ..e, anal n... er.c l.q In,c.11»`p. 5 L.oclon. u. RT or no. , .ppua.el.. Apply f1.co, e ..on•'«,.por cr,,,, •.. a Po,Icm ., w..eo„o l•Inc D.c.11,. ,1. roc.• a_r.l... Rotor ca ..I q, 16OA-: For •.rb•r. plot. Pa,lUon. A IPIn.. . dwl ' or rn Raneuq Coyo,w . crow loco • c a r•,pon.Iel• r r ..,y. aw sloe rr» ar..l, q• .ny r.11.r. co I,.— cn• 1,—, In can ar»nc• .IcnnAN51"P. T. or ror n.nU11nR. ,nl pp lrp. In,[.1 L•Ln A er.a„.r cr,.,. I .1 " is droolro or e•y.r p.oe I I.cInIp Chi..raoIro. Ir1.la •eo.p— or prorsoo. I .•IW 1rI..r1nG r•.pwruulcy r•r w «.IoI Wn.•n. T11..ultinroy ..e L..r TLI..r It! ror .crood.. 1. r»p r•1.11Iq .r v.. Wn1l.l.y D»I r p.r AN51 ml 1 S.p.z. Y 0. 708 1 ; t O Q`fd o/C/ , 1 :(yg C •••••••••' G I S/ ONA EN• ANC IWI TIC LL TIC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408 - - 7034 DATE 0 1 /3 1 / 1 7 DRW HCUSR408 17031042 HC - ENG SCN /WHK SEQN- 510012 DUR. FAC. 1.25 FROM CH ISPAC I NG 24.0 " J RE F - 1 VXY408_ZO2 OdEldo. FL 32837 Ft COA 90273 F., .or• Inror»clop .•• .I. Joe•. R.,..r. . p.R...e ALPINE .....1p. n ..- M . ..:.cpin,c.ar, WTCA--..x,neo,c y.as. IGD.---.Iaa..r..a D illiam H. Krick Lic. Number 7016 TTlle I . Mreeorn reflu rrm 1— 1—— flnene a nluruunucl —2 TTrn Pv Touee uru 17133-//,IV - A kMCKIray) -UAVIU WttKLT -- Lot L`J Keagan rolnte JANrUKU, rL - L.J,A) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC 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 136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 2-10-11_-- R=134 U=55 1 1-1 5- 3 R=61 U=0 * 14-0 20-4-0 L-----1-4-0-J I< 5 0-0 Over 3 Supports 31 R=288 U=51 W=4" RL=92/-27 2-1 -3 Design Cr i t: FBC2014Res/TPI -2007 (STD) P`N;.....;, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. , _I ff QTY:2 FL/ 5/-/-/R/- Scale=.5"/Ft. wwlalcl•• VIM AND FOLLON ALL WTES oN THIS MMIW.I TIC LL 20.0 PSF REF R408-- 7035INORANT• FIAolI3N THIS oRIININO TO ALL COR1TIE INSTALLERS. INCUMINGTINSTALLERS. Tru-»• r• EUIr. • e.e -r. In r.prle•c„p, n-,tlllrq, ,.lppl n ,p •n.. -c ,q. . u,O c •Eldon errRCSIc WII.1 ^.• t•111 r r ••rR`r-r [ oll Q, 708 c •. C.. p.n.nt S-f-ty Inror.-tlo.. er'TPI •nE .TC.) r • y Pr•ttlt prl i TIC DL 7 .0 PSF DATE 01 /31 /17 o p• r ror.l,p CM,• rvttl•na In,c-ll-ra ,.-II Prwld. t or•ry rr•cl,q I-r NCSI, oUnl roc» . cop C- 40 ,n-11 I, • pl—Ilyn-tt-tn.E ,tr uct r-I ,M•tnl,q • 1 Toth a -I I n-e- - Properly • e Y rlold .allno. La-tl.n, Ter I-- ... t"Lt.r. r- r.Inc . » 11`1,— b -cl,q I.,tal.d`I- Ncs BC DL 10.0 PSF DRW HCUSR408 17031043 tu.n, e. .T or _.... u.Al. Apply PI-t-, [. oan r-t. cr —m r., noon ., .........e. S T 0 • Q dM .In[ Oet.Il. ,nl... ne[» .[lrr.l... R.I., t..r_Ino. ,W._Z Tor a d.rd Pla. po,I[Im,. BC ILL 0.0 PSF HC-ENG SCN/WHK t111 pine. • dlel,lon or ITY N„I Idlrp Co I.v , Gro,p Inc •1,-11 ro '• InP, .ny r-Ilur- co Tull. c rua, In c•n for.-,c• .It- NISI/TPI 1•rorP lerl n•nEll,p'nal,cl•n fry .y AK nw COMFkw •1 -um a rr.. „q or —1., ` '• •.-u '` dr • G TOT. LD. 37.0 PSF SEQN— 510031 Il.ncnl. u6rn.c. r»I, IO .r a...r r•N• Il.clnN Vll. .r»I,y. I,r lo.c...ee.Pc.n. .r rr.r».1.,1.1 .rq 111»rlrp r..w1. u11I cr »I.Iy r.r w QN W. a1o». TT. .u.—II Icy .r ,...r "I. Er»Ing Ter »r .cr,cu. I. Sit EN DUR . FAC . 1.25 FROM CH LIU OrangeDr. S.W I5D r..P Irl llry Nons .r n.. ulldl, O»Ir.r 11 1 Si. Odando.FL 32337 F., ..r. Inror.-cI•n , tnl, J•• ra FL CoA9027a ALPINE: Ipin.Ic.. o»: TPI: -- tp.n-t "ro: o».11Tcl1: ev,,..lMu y.to.p Irr: .w 1pp....... illiam H. Krick Lic. Number 70 6FSPAC I NG 24.0" JREF- 1VXY408_ZO2 15133-//SlU - A (MBHIray) -UAVIU WLLKLY -- Lot LB Reagan Pointe SANVUHU, I-L - UJJA) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bet 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 "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X491 R=73 U=27 21-10-11 0-20-4-0 L-1-4-0--J 0-0 Over 2 Supports 3I R=221 U=45 W=4" 1 RL=62/-23 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O 0 15 WARN ING)•• READ IUm FDlLOR ALL RDTES OR THIS ORARIRGI I lORTART•• f1AD1511 THIS ORARING TO Au COWMACTORS IRCLWIRG THE IIISTALLEI6. Truaw. r.pulr. . a.. •r. In f•brl uclnp, n•ntlll,q, •nl ppinD, In GI I I,.p .m > slrq. Ro l.r co .rq cM I.C..c •tlltlan orreC51<(\ulltl l,q Carv..nc S.r•tY Inror..clon, by>TPI o-I RTC) r.[Y pr.ctl< o p.rfor.lrq c Inac.11.r. >n.11 pr_ " Lrpor.ry \ •carp p.r =!I,. w. rw cop c1gr0 . . prop.rly . r.l . M1 .,a . proyrly . 11 orrlgl, c.111rq Loc.tlm. >M1wnc r.rnp.rr ncul.t.rM•r..... In, — .11 — br.<I,g Irnt.11ob rctlon• Aw1Y W.— c.. a p.. I. o >1w..bw. rr 1. tM1. J.Inc D.t.11, v. ... rnt.tl .cMr l•. R.r.r c. tlrw l,p. IiDA-Z r.r .co,.tl.rtl p1.c. po.lclon.. toI<nocrb M1. IA1plrn. • OI v1>,on or ITR Ru. ltl lrp Corp.,w , Grog Inc ........ r .ny tlw l.tl on rrartlr.. I,p, .ny r.11ur. [o bu11tl CM Cru>, In cm or..,.c. .Ith ANSI/IPI 1, ror M1...e 11rq, sM1lpp l.q, AN IrW COMAWY I.. .... tIo-. A br.c ,.q .r cr,e>.>. wl r NI• rrlrq .r — p." II.tIA "I. 4rinO, Irl— --pt of pr.f\\.I.rl.l Arp Inoorl rpvlcy y f.rtr> YIM Yv.. Tr .ul u\I I Icy AnR . .f NI. Rrr Im r.r .ny12400z—.. LaU 0nnge Dr.,$wh M 111 ty or -o @.IItlIM Drlprr P.r ANSI/TPI 1 S<.2. IOduldo, FL 32937 For ter. Inror..cls. ,.. tm, 3r > "n.— ,.• . I,— o-I ,Ic.. n rnA W177C ALPINE .....Ip—t. cr: M: .r.tplrn1—g: WCA. ...,.bcl,.tlu>try.lcs IcC ....Icc.. r. .rp o. 708 1 SA T O ••`Q- 1 • ^ r V 1 1 illiam H. Krick Lie. Numl 2 FL/-/5/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 ISPAC I NG 24.0" Scale=.5"/Ft. REF R408-- 7036 DATE 01/31/17 D RW HCUSR408 17031046 HC-ENG SCN/WHK SEQN- 510028 FROM CH JREF- 1VXY408_ZO2 THIS DWG PREPARED FROM COYPITITR INPUT (LOADS R MUFNSIONSI SIIRMITTFD RY TRUSS MFR_ I, 133-//HIV - A (MCKlray) -UAVIU WttKLY -- LOt L`J Keagan volnte JANrUKU Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 0-4-3 T_ Pi YL - FIJ/A) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 2 plf at 0.00 to 2 plf at 3.24 BC- From 2 plf at 3.24 to 2 plf at 9.84 TC- -21.94 lb Conc. Load at 1.41 TC- 1.08 lb Conc. Load at 4.24 TC- 267.88 lb Conc. Load at 7.07 BC- 17.06 lb Conc. Load at 1.41 BC- 146.18 lb Conc. Load at 4.24 BC- 121.87 lb Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 3-2-14 6-7-3 10-1 Over 3 Supports R=274 U=116 W=4.907" R=268 U=90 R=125 U=0 20-4-0 Design Cr i t : FBC2014Res/TPI -2007 (STD) Pr!!.•H. i 4,11. PLT TYP. Wave FT/RT=O% O% /0 0 1514 j, O_kTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARMINGI•• MEAD AM FOLIM Au MUMMOOM THIS MMWIM:I IMm" MIT•• FU.IIISR THIS CIIIIMING TO ALL CUWTWACWn IMLUCIM TICE IM3rALLEM3. Tru, m. rpeulr. . ...171.1. r. In f.prlucl,q, n Mline. .hipping, Inscallrq .rtl b ,c . R.r.r to .ne o1I c .e'Uon a r.CSle(.u11e1ne Co. C S-ty Inror..0 on, by TPI .1 W CA)rr r ..r.ty pr.ctic prl oIM-, 0, 708 1 = a TC LL 20.0 PSF TC DL 7.0 PSF REF R406-- 7037 DATE 0 1 /3 1 / 1 7 o• p.r r.r.l,p [n. o,ra Inat.l I... ,n.11 p t..por.ry b clop p.r .CS1. Mc.e DRW HCUSR408 17031044 Oth. AN ITWCOMPIWY 24W Lake Owine Dr. Suite I50 top t,cr. ...11 n v. •rprop.rlyntt.cn.e ,trr<tur.l .h.. nine .,,e botta c r. M.II h... . .r..•rly . t rlele ca Ilne. Loc.tlma for p.ron.ne 1.4... ... .lot or w, . 1 h- br. it 1..G 1l 1 p. aS a. . T or .10. ., ...Ilc.el. Apply pl.[o t .,.e poaltlm Jpint , t.1la .n 1•.. rote .U.r l... R. r.r t. er.. I,q.r1 or t ,t.,.e.re PI.t. w.Ic 1en',- aAlplro. . e ,len .r ITW . 11e1 g Coo,.. ,rerew .11 opt by .,pen,lbl. r.r .ny ee 1a1 rrp. arolne. . ny'rdto bu11e tM cr... In cm or..nc. ith ARSI/Tpl ,.ror for h.,.Jllne, and wl,.e. n, t.11-t A br.c.,e .r trp,.... I - " I. Cr-lrq .r e.y.r .M• I I.tIM NI. CrwlnW. IMle.t..ee./tAlle. of .r.f... l.•ul .rp ln..rlrq r'""• rl Mtn: w 1 I. ro .l „1•'.. ANSI/1PI I l q .,.e p.. .r UI• er•I,q for •ny .trgetur. I. i O y, N< / s,••` ••.... • ' G\ a• IONA vn. ttl a BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF HC- ENG SCN/WHK SEQN- 510044 DUR. FAC. 1.25 FROM CH 6hSPAC I NG 24 .0" JREF- 1VXY408_ZO2 Orlando. FL 32E37 FL COA 00278 For ter. lnrpr.a lov . tm. 3pb e.m 1 ro . P.e. ••d ALPINE. --- . 1.,n.1t. ep-: "I:....tpin.t :re: MA -•- ,.p, .Lry v. ICC .w.lpc,.r...re William H. Krick Lic. Number 70 THIS fdc PRFPARFn FROM COMPIRFR INPUT (IOAni L nIMFNCInNCI umui TTFn RV TRIICC MFR k1D133-/1DIU - A MbKlray) -UAVIU WttKLT -- Lot ZU Keagan Vointe JANFUKU, FL mil) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 1 Dense Webs 2x4 SP 3 Wind loads and reactions based on MWFRS. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Hipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase Provide 2 16d common nails 0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50. Provide 3 ; 16d common nails 162"0.5"), toe nailed at Bot chord. 0-4-3 F- L.—A-10-10--sl 10-1 Over 3 Supports R=398 U=101 W=4.907" R=217 U=109 R=352 U=11 23-10-6 3- -14 0-4-0 Design Cr i t: FBC2014Res/TP I -2007 (STD) P`M....•;, `ay` PLT TYP. Wave FT/RT=O%(0%)/O 0 15. r° QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. nII O AN IrWCOMiANY 2400 Lake Omp Dr, SWIC I 7ARNINGI•• READ Alm FOLLON ALL NOTES ON THIS DRANINGI IIIORTANT" FINIIIISH THIS DRMING TO ALL CONMACM0 INCUMIM TIE INsrAI1LT15. Tru„•, rpwr• mtr•., c.r• In lrrlcal,p. n•ndl I,p, ,nipping, Imolllrq -rM er-c1,p. Rar•r to .,,• of l c -dlclon or NC51 (Nulldl np Cayn c 5•r•cY Inror-.cl on. ey Tvl a s1C ror „r•ty P.•ccic orl o•p•r! •.In, cMa• runctlon, In -1 -r. , -II Prwld. t por.ry a n, p•r NC51. Un1• top cMrd ,n-11 h-vo PrdP-rly -tt-cnod ,tract r.I •M-thIn 1-1 eotto. clwr• •II h-v- • Properly , t rlplo c-1I ln,. La-clm, ,1.P.n ror p.r.-n•nt"L[•r• r• tram or .aea sh.11•lhia- ercl,p Imta I•p`p• Nc5 ea. Nr or p0. ., .pp1lc.Dl.. Apply pi.— co a-cn r-co or true position . h J.Int D•cd 1•. unl••. ,rt•d RMra •• b!•r t, drwl, ,, IWA-Z ror .t d-rd Pl.t. pP,ltlm-•p"" tAlwn... d1.I,Idn dr In wl ldlr„ C•-p•,w , Cro1p Ine •n.11 hoc M .,P-n•,e1. rpr .nr wv,a,c.. !r slrp. -, slur. co build tM trma In confor•.rc• Pith ANsI/TPI l,ror ror n.,.dl l.q. ,hlpp l,p. ` n,t.11.tlm . er-tl,., Pr wl NI• •r I,IN •r eo••r pM. 11•SIp "Is dr IrlN. IWI—ss .eapc,e• f P—r-1— •,qI rl,q r•yv l\l I Icy rI•Ir r.r n.. YI 1 —. Tn..plc-•ll Iq - .•• .r "I• dr—1,q rM .tytcelr• I. r..Po•.1•lllcr of tn. wII•IM Dssivz •.r ANSI/TPI 1 S•c.2. j 5 o. 708 1 Zx i S T O A-, •' t y,• 1 V E` •........••''G F S ONAI. EN NINNNI TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 7038 DATE 01 /31 /17 DRW HCUSR408 17031045 HC-ENG SCN/WHK SEQN- 510049 DUR. FAC. 1.25 FROM CH 6FSPAC I NG 24 .0" JREF- 1VXY408_ZO2 Od.Ddo,FL 32E37 FL COA 9027S r•r ter. In-r-1. ,.. this Joe ,-,.-ra m - p-,• s—I cn•-• ..• ,1t• ALPINE. --- •Ip..P1t- t TPI --- tpin,t -:,. NrCA: -...,ec,ndu,try.c ICC:... Its,.!• •r, illiam 11. Krick Lic. Number 70 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mnh wind Sneed. 30' Mean Heimht. Partially FnrIn—J. Fxnnsure n. Kzt = inn S 2x4 Brace Gable Vertical pacing ISpecies I Grade No Braces I) lx4 'L' Brace 1) 2x4 'L' Brace w 2) 2x4 'L' Brace w 1) 2x6 'L' Brace . 2) 2x6 'L' Brace as Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U rSPr NI / N2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' k 3 3' 10, 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13, 2' 14' 0' 14' 0' p HF Stud 3' 10, 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13, 2' 14' 0' 14' 0' Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10' 14' 0' 14' 0' N1 4' 2' 7. 0' 7' 3' B' 3' 8' 7' 9' 10, 10, 3' 13' 0' 13. 6' 14. 0' 14' 0' S P N 2 4' V 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12' 10' 13' 4' 14' 0' 14' 0' d U IDfrL N 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, i' 11' 7' 12' 5' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12, 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U U O rSPr H FII ill / N 2 4' 8' 7' 111 B' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' Q' 14' 0' 14' 0' A 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' a, 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11, 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' 01 4' 10' B' 0' B' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' S P N 2 4' 8' 7' 11' B' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' N 3 4' 7' 6' I0' 7' 3' 9' 1' 9' 8' 1l' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' rDr L Stud 4' 7' 6' 10, 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' B' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' N 1 / N 2 5' 2' 8' 9' 9' 1' 10, 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14. 0' 14' 0' d S P Ic M 3 4' 10' 8' 7' B' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0'. 14' 0' 14' 0' 14' 0' LD U u P Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O l Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' X N1 5' 4' e' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12, I1' 14' 0' 14' 0' 14' 0' 14' 0' d S P D P L N2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' N 3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 1 14' 0' 14' 0' 14' 14' 0' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' Standard 1 4' 10' 6' 11' 7' 4' 9' 3' 1 9' 10' 12' 2' 12' 8' 1 14' 0' 1 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades. Group A: S ruce-Pine-Fir Hem -Fir XI / X2 Standortl Ill Stud N3 St." N3 Standard Doll Was Fir -Larch Southern Pine•. 113 N3 Stud Stud Standard Stand¢rd Group B: Men -Fir XI L Btr AI Dou las Fir -Larch Southern Pine..• MI XI N2 X2 Ix4 Braces shall be SRB (Stress -Rated Board). w For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Board Group B values maybe used with these rodes. Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ymr'r About) L Attach 'L' braces with Ind (0.128'x30' hln) nails. able Truss K For (1) 'L' brace, space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option, 2) 'L' braces- space nails at 3' Oz. vertical length noy be T InIn IS' end zones and 6' O.C. between zones. doubled when diagonal 18' L' bracing must be a minimum of 80% of web brace Is used. Connect member length. diagonal brace for 52511 L' at each end. Max web Brace Goble Vertical Plate Sizes total length Is 14'. KX Vertical Length No S lice 2x6 OF-L X2 or I Less than 4' 0' 2x4 better cilogonol TI 1 Greater than 4' 0% but 3%4 Vertical length shown brace; single B, less than II' 6' in table above. I or double cut X Greater than 11' 6' 4%4 45' as shown) at Refer to common truss design for upper and. peak, splice, and heel plates. ontinuous B lfl^Vill hlhyf yirtm Refer to the Building Designer For conditionsConnectdiagonalof midpoint of vertical eb. Refer to chart above r a nl length, not addressed by this detail. VARNINGlaw READ AND FOLLOW ALL MMS ON THIS WAVIIG IIP02TANT'e OTAeNSH THIS DRAWDG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. J \ •• REF ASCE7-10-GAB14030 Truea.s regJr. ..tram. care h fabrkitthg, hura;, , chipping, hst.Wng and b..drp Refer to a DATE 10/01/141dlo. th. latest edition of SCSI (a,.ldhg Component Safety Iniormmtbn, by TPI am 11eA) for .of. tt proctk.c prior to perforning thee. functions. Installers shall proves. taNwary bracing or L[S 0. 7t78 DRWG A14030ENC101014U'il..s noted other.ls., top chord shall faro properly attached structural sheathing and bottom d ae fT shall hove . properly attached c.lhp Locotlons shofor permanent latra elrostra of slaphavebrachpInstalledparr1a.ctxxu 23. 27 or 210,rnas applicable. Apply plates to each f • e aa IIII of truss and pos,tlon as whom above end on the Joint Details. unless noted otheraise. R.,- to d—Ings ISOA-z for st.ndard plot. positions. I O ; Alpine. a division of ITV Building Components Group Inc. shall not be responsible for any deviation f eQ e s AN rrW COMPANY n this dro.hg any false to bind the truss In conformance with ANSI/TPI 1, or fur hardling, sNpphg, ti f I Instatlation L bracing of trusses. A seal on this d-.hg or corer )truing this dreWp edc.t.s t .. 1•,, •' t •• A` MAX. TOT, LD. 60 PSF 13723 Riverpon Drive Page accept.—. of Professional wugtteering raspomsmty sally for the design shwa Th. suitability and us. of this dre.hg S/O \ Sim.200 for why structure IS the respansmltty of the Buldng Designer per Al61/TPI 1 S--?- Ft , . 17 AX. SPACING 24,0' MarylandHeights, MO C3043 For row. inforhsti h ... this Job's g.nerol rotas pag. and Th... asb It.. ALPINE- ww.alpin.itw.con; TPI- e..tpnst.org; SECAl ..w.sbchdvstry.orgi ICC e..i-saf.,org 01/ 31/2017 T' Reinforcing Member Gable Truss Gable Detail For Let -in Verticals ble Truss Plate Sizes 3propriate Alpine gable detail For e sizes For vertical studs. Engineered truss design For peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2X4 2X4 2XB rrovioe connections ror upuri specirieci on the engineereea truss aesign. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Nails at 4' O.C. plus 4) noils In the top and bottom Chords. Toenalled Nails. l0ci Common (0.148':3',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, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101D14, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENCIOl014, A18030ENCI01014, A2003DENC101014, A2003CEND101014, A2003OPED101014 S11515ENC100815, S12015ENCID08I5, S14015ENC100815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END100815. S20015PED100815, S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC100815, S18030ENCI00815, S20030ENCI00815, S20030END100815, S2003OPEDIDOB15 See appropriate Alpine gable detail for maximum unrelnfonat oiljNYNefmmyertical length. 44 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End -moll To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' From top to bottom chord. T' reinforcing member moterial must match size, specie, and grade of the 'L' reinforcing member. elo Length Increase w/ 'T' Brace Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP k3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 I) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20 v V ft F 171 IILI' IIIILLLIIIIIII\\\\\IVVVVVIIJJIIII III ram', AN ffWCOMPANY 13723 Rivecporl Dme Suite 200 Maryland Heights, MO 53043 vARNINGIe. RCA. ANit FRLOW ALL WIGS ON THIS DRAWIMi IMPORTANT.. FUR SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ree>,4re e.trene care Ye fabricating, Mntlliq, ehppng, Installing and bracing, Rrfrr to on Follow the latest edition of IICSI (euld!ng Component Safety Information, by TPI and SECA) For safet practices prior t0 Perforring these functions. Installers shall provide temporary bracing per 7CS1. Unless noted otherwise, top Chord shall have properly attached structural sheathing and bottom Shalt have a properly attached rigid calling. Locations shown for permanent lateral restraint of . t7 or 110, as applicable Appldot patios to each Patathaltrusssandonthebracingionassper3CSaboveoftrussandpositionasshownaboveandontheJointDetails, unless noted otner.te Refer to dro.ings 16DA-Z for Standard plate positions. Alpine. a division or ITV ltullenng Components Group Inc. shall not be responslble for any deviation fr this llot mp, any failure t0 buld ter truss In conforranee .tth ANSI/TPI 1, or for hondting. shipping. Inc talc tan L bracing Of trusc.s. A seal on this dro.bq or cover page Ilsting this dro.beg, indcates acceptance of professional engineering responsibility solely for the design shown The suitability and use of this dm,VV For any stricture Is the responsibility of the Mmng Designer per ANSI/TPI I Sect. For nor. Information see this Job's general notes page and these web cites ALPIRE ...atp!nelteconr TPI .,vtpinstorgi SECM ..wsbeindustry.orgi ICO .w,icc%*Frorp Vv -- "C • - j 0, 708 1 j S O a 4. I •.• u... A1 A 4i 0 1, S41m.,_'Y„ w ' 1 T'I MAX. TOT. LD. 60 PSF REF LET -IN V E R T DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC, ANY MAX. SPACING 24.0' 01/31/2017 CLR Reinforcing Member Substitution T-Rein forcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on n truss design but an alternative web L-Rein fOrCement: or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecenent Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4M 2xB 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0%min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab T-Reinf. L-Reinf. RDIIWYDAyrn VARUDfp. RE" AND rULLDV ALL NMES a THIS oRAVIHO F •, TC LL PSF REF CLR Subst. ealWURTAMT.. rUDgSH THIS WAVDC. ID ALL COITRAL'T6K 111LLUOING THE DISTALLERi T—es rv*Are ewtrenm care In febr fttllp, handling, shipprrg. Installing and br•ecbp Rehr to .01 folloa the latest edition Of ICS1 (&AdkV Component Safety Infortntfon, by TPI and! SIGV far .afe L 1 TC DL PSF DATE 10/O1/14 proctKes prim to perforNng these fr llo s. Installers shell provideratemporarybcbg per ICS 0.708 -_ DRWG BRCLBSUB1014Urdessnotedotherwise, top sword sholl have properly attached str.etvat sheathing and button BC DL PSF itlj r fl C shall have a property attached rigid celbrp Locations shoran far pernanent lateral restraint of asapplicable. dApplyot plates to each f e sectorsthew] r Details. oftrussorbpositionassro.n above aM m the Joe•rt Uetals. unless noted other Ise oftlavebrapYqioninstalledperaboveBC LL PSF milli111III11111I\vv111 Refer to d—Ings I6OA-Z far standard pate posftlons. ee•• AN frW COMPANY Alpine. a dhts5m of 1TV Iridbg Corrponerrts Grorp Inc. Stan not be responsible far any deviation this draabrg, any f.1—e to bWld the t—.. In cmfrhvrce alth ANSI/TPI 1, r for /ardirrg, snppdng, k f (`v y O/•, TOT. LD. PSF installation L bracbg of trusaes. A seek on this d-.bg r cover page listing thls da.lrq, Indicates acceptors. of prafesslor l mgbr• rYrR ramonstlity solely fair time d.slgn shown The sdtabllty and use or this da-ft Ss DUR. FAC. 13723RIverponDriveSude 200 for M e'trr bii a is the resporsElfty of the Iridrrg 0esfprer per N6VTP1 1 Sec2. t k IPACING MurldrdHeights. MO aTa3 rr here Inforvatlon see this job's general mates page and these web seen iLPIMD eae olpbrNtw.conl TPI- saw tpbrst.rgr SKA, a.a.sbcM,stry.rpr 106 . Jccsorerp 01/ 31/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ors 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Enclosed. Exposure D, Kzt = 1.00 12rr lo0 molt Wind Snerd. 15' Mean Heinht. Partially Cnctnsed. Exnnsurr D. If7t = ).On S 2x4 Brace Gable Vertical Spacing Ispeciesi Grade No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace C2) 2x4 'L• Brace wx 1) 2x6 'L' Brace IN 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 U O 00U S P F HF N1 / p2 4. 3' 7' 3' 7' 7• 8' 7• Be lie 0. 3' to, e' 13. 6' 14' 0' 14' 0' 14' 0' N3 4' 1' 6' 7' 7' 1' e' 6' 8' to' 10' V 10. 6' 13' 4' 13. 10' 14' 0' 14' 0• Stud 4' 1' 6' 7' 7. 0' 8' 6' 8' 10• 10, 1' 10, S. 13' 4' 13. 10' 14' 0' 14' 0' StandardStan 4' 1' 5' B' V 0' 7' 7• 8. 11 10, V to' 6' 11. 10• 12, B• 14' 0' 14' 0' S P D F L 41 4' 6' 7' 4' 7. 8' e' e' 9' 0' 10' 4' to' ce 13' 8' 14' 0' 14' 0' 14' 0' N 2 4' 3' 7. 3' 7' 7' 8' 7' B' IV 10' 31 10, e' 13. 6' 14' 0' 14' 0' 14' 0' N3 4' 2' 6. 0' 6' 4' 7' 11• 8' 6' 10, 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4 • 7' I1 • 8. 6' 10' 2' 10' 7' 12' 5' 13' 4 • 14' 0' 14' 0' Standard 4' 0• 5' 3' 5' 7' 7' 0' 7' 6' 9' S. to, 2' IP 0' 1, 10' 14' 0' 14' 0• U O1 U S P F H F N1 / 02 4' 11' B' 4' 8. 8' 9' to* 10' 3' Il' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' D' N3 4' 8' B' 1' B. e• 9' e' 10' V 11' 7' 12, 11 14' 0' 14. 0' 14' 0' HStud4' B• B' 1' 8' 6' 9' 8' 10, 1' 11' 71 12' 1' 14' 0' 14' 0' 14' 0' wo l Standard 4' B' 6' 11' 7' 5' 9' 3' 9' 11' 11. 7' 12, 1' 14' 0• 14' 0• 14. 0' N1 D F L 5' V e' S' it 9• 9' 11' 10' 4' 11' 10• 12' 4' 14' 0' 14' 0' 14' 0' SP q2 4' 11' B' 4' a 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' o• 14' 0' 14. 0• N3 4' 9' 7' 4' 7' 9' 9' 9• 10, 2• 111 e• 12, 1' IF 14' 0• 14' o' 1 V 0' 14. 0' Stud 1 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' r 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' S• 6' 10' 8' 7• 9' 2' 11. 7' 12, 1' 13' 6' 14' 0' 14' 0' 14, 0' d Lf X lJ O S P F L FHI N 1 / 02 5' 5' 9' 2' 9. 6' 10' III- 11' 3' It- 8' 13' 5' 14' 0• 14' 0' 14' 0' 14' 0' 43 5. 1• 9' 0• 9' 4' 1D, 8' 11' 1' 12' 9' 13' 3• 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 1' 9' 0' 9' 4' 10, 8• 1), 1' 12, 9' 13. 3' 14' V 14. 0' 14. 0' 14' D' Standard 5' 1' 8' D' B' 6' 10, 8" 11. 1' 12' 9' 13' 3' 14. 0' 14' D' 14' 0• 14' 0' N1 5' 8' 9. 3' 9 8' 10, I1' 11' 4' 13' 0' 13• 6' 14' Cr14' 0' 14' 0' 14 0' d t--1 P D F L N2 5' 5' 9. 21 9' 6' 10, 10' 11. 31 12, 11' 13' 5' 14' D' 14' 0' 14' 0' 14. 0' N3 1 5' 3' B' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0• 14' 0' 14' 0• 14' 0' Stud 5. 3' 8. 5' 9. 0' 10, 9' 1, 2• 12, to* 13' 4' 14' 0• 14' 0' 14' 0' 1 14. 0' Standard 1 5' V 7' 5' 7. 11' 1 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14. 0' 1 14' 0' Bracing Group Species and Grades - Group A: S ruce-Pine-Fir Hen-FOr; lei / 112 Standard 62 Stud w3 Stud1 03 Standard Dou Was Flr-larch Southern Phew+w a3 s3 Stud Stud Standard StorrJlord Group II: Hen -Fir a1 L Btr I Dau as nr-Larch Southern Plnex w al at 02 92 Ix4 Braces shall be SRB (Stress -Rated Board). wvror Ix4 So. Pine use only Industral 55 or Industrial 45 Stress -Rated Boards. Group B values Na be used with thesr des. Gable Truss Detail Notes Wind Load drnectian criterion Is L/240. Provide uplift connections for 55 pif over continuous bearing (5 psf TC Dead Load). Goble end supports load fr.n 4' D' outlookers with 2. 0' overhang, or 12' plywood overhang Ab. L Attach 'L• braces with ID" (0.128'x3.0' min) naas. able Truss art for (1) 'L' brace, space nals at 2' ac. In 18' erns zones and 4' O.C. between zones. Diagonal brace optiax X)Eror (2) 'L' braces space naas at 3' o.c. vertical length nay be h 18' end zones arid 6' o.c. between zones. doubled when diagonal L' bracing must be a mSNmum of 80% of web brace Is used Connect nenber length. dagonal brace for 4500ateachendMaxweblBrGableVerticalPlateSizes total length is 14'. 1,-ft Vertical Le th NoS Ice2K4DF-L a2 or Less than 4' D' IX4 or 2X3betterdiagoalCreaterthan4'0• 3X4Verticallengthshownbrace! SVOL. h tobie above.or 4S*(ns abe cut shown) Refer to cortmon truss design for upper endAl peal., spilcr. and heel plates. Connect diagwo of r, Y4 Refer to the Bultd',ng Designer for conaltions nidpohnt of vertical wee lid, ly, Refer to chart above N4 ' length not addressed by this detaY. NvWAMWIZ- READ AMD rlLLDV ALL NOTES IN IWS DAWN" r%MISNN THIS 10 1' - REF ASCE7-10-GAB14015wWMIAMI+a DMVW. ALL CDITRACIURS INCLODM TIC DISTN.LOIS. DATE 10/01/14Trrasesraga- esthete care h flblcotYp, h-aka. W*OrQ. Y,stal&Q and arocVp Refer to folio, the latest KSI ew ding Dore Tt•1 BM forSaferIall O, 1,08 iedtionofInsyaya<d r soM1watldwpractYeapriorwperrNxvi+p th se frir. slant lnsmDera ahra pravtti terpor.ry bracNp per KSL DRWG A14015ENC101014IYwe++ rated utlerel+e, top chord +has Aare properly atmchd structural aheathhp arw bottah 1ridcvL%& Lmatbm san for p1 lateral re+tZ*ht or sewNnweaordperlyattachedhsermshaahave trac re iataaed per seetbnta 13. 17 or 310. as apptcanr. Apply to each I- d plate. of truss wrd position as t)oen above a d on the Joint bras¢. unlrsa rated oterr.lar. S S .7T0 iMer fto d-a.fts 160A-2 far at -lard plate poaitiWM L LQ` LY A:pae. a dvison of ITV 1r aft Cohpnnents Group Inc. shall net a resperslbtr for any devbtinn f 4 t vN OjC AN RWCONKPANYthisdrawing, any faLhre to bdd the truss In con arcuate atth ASVI 1 L or for NnrrsYiG, ahppYp. nsmDatb, a brasg of trusses. 1 F ...... ••• G l MAX. TOT. LD. 60 PSF A +awl an Vas d aw p or cover paq tku a this "•awl a vacates acceptance of preressiardl y u-4/+Qy A1„ 13723 Riverpon DriveSul. 2DD wnp erei p resporr Yt1 seWy fr tN rrslbn sh a- TNe s AtLWIty arwl uo of this drwsft roc any tir. etur! is tM MN;pa/Is>oLny of the bldwe Ewsvwn PW AN SI/1 1 I SKA J N r . AX. SPACING Maryltrd Hoiphb, MO83043rocrarehformatlon "0 this pb•w General rots Pape ord tresr eeb sites ALrOG a tPYrit, tam, tPb w tPinst.orp, SKA eawracrid.,atry.arpr Im ewsJccsa rdrG 01/31/2017 NOTE: Details 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (010ol BOX/GUN (0128'x3.0*) NAILS. STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGEThiCR 4' 0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL No -Alt scab -on blocks shall be a minimum 2x4 stress graded lumber.' Now -AR strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No -The purpose of strongback bridging is to develop Load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) and 2 are the preferred attachment methods The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ ) IOd COMMON 0.148'x3') NAILS OR O important structural requirement of any floor 4) 10d BOX/GUN or roof system. Refer to the Truss Design O 2 NAILS Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' p particularly 'strongback bridging' is a a recommendation for a truss system to help oq control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce o STRONGBACK BRIDGING bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. l0 10' n8'x3. 0') Noe re ulred 10' to 20' 1 fall (at center or spar) The performance of all floor systems are 2x6 ( MINIMUM) STR NGBACK zoo to 30 30' to zra. s cl at raU11lJpoints) 3 roes (I at each 1/4points) enhanced by the installation of strongback RESTRAINED AT EACH END. over4(r SpaceroesatlVacpoints) bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback Obridging, refer to BCSI (Building Component Safety Information). V j I _j p O ATTACH STRONGBACK TO BOTTOM CHORD WIT ID111DIWfrypfdd 2) # 10 - 3' SCRE 9t H. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES e•••••e.yQ' WARNING!.. READ AND rDLLI1V ALL KITES IN THIS DRAVIMU TC LL PSF REF STRONGBACK wwINPDRIANTearNISHTHISDRAVINGTDALLCONTRACTIEISINCLUDINGTHEINSTALLERS. LQcar. TrustsDATE 1D Dt 14 requre e=tr.n. In Fapricate,D, hnndlnD chipping, Installing and raci,Q, Refer to an TPI and for se Fet folic. the latest ep Pon of BCSI (Oulrohp Component Safety Infrnatide ee 1 Q.'Op i TC DL PSF pracHuc prior to performing thwce Func [Ions. Ins tnll.rc shall provide temporary bracing our SCSI abracingUnless not otherwise, top chard Shall have property attached structural Sheathing and bottom c r 77 t BC DL PSF DRWG f V hull have a properly altochad rigid ceiling. Locations shown For permanent lateral rost—int of . STRBRIBR10t4 r1 r (j III III O IILII\\\VIJII 6ho11 have bracing Instas s per aCSI suctions the .1 or Eva, o', -ess applicable. noApply plates to each fat FtrussantlpPslua ,nova aaa.t and on tn..,o,nt Daat,, ,+ills Hated atn.ra... R. For to d,. IN. IIiOA-2 For standard plot. positions. O , Q BC LL PSF AN rTWCOMPANY Alpine• a tdvislan of ITV Duuding Components Group Inc shall not be Nonsible Far any deviation fro ww O% t-e'•'/ f•- e- aa.a••. T T. LD. PSF thisdrawimp, any Failure to build the truss In con 0ornonct with ANSI/TPI 1, or far handling, Shipping. Instp Ito lion L orating of trusses. i al this drawee or cover page listing this dr—IN, Indicates acceptance or professional N DUR. FAC. 1.00 13723RiverportDrive4xrirprespomstUitysolelyformedesignshownThesuttabaityanduseofthisdrovingfor Is 4 ' M State 200 any structure the responsibility of the EuEdtng Designer per ANSI/TPI 1 Sec2 t 1 ' 1 7 PACING MarylandHeights, MO 83043 ALPINFor Ew. ul ininformationthis job's general notes page and these web sites, formaiconseep . p rgi SECM w SbUnd—tryorg, ICG wwwiccsa Ferg I i 01/ 31/2017 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertica() L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI ] the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shalt provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------ ----- ---------------------------------------------------------- drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits For allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using IpgmlwrunN„ more stringent limitations. r WARNDKAs READ AND fu.LOV ALL NOTES a THIS DRAVIN12 .f G •, e,$ l , 1 REF DEFLEC/CAMBur1PQt7ANTaarI/D11SN TMS DPAVDG TD ALL CWTRACTQtS DICLUDM TIC INSTALLERS Trusie5 regJra ..trend care ti F.bric.tinp, handling, shppb,g, itst.ling and br.drg War to (- d DATE 10/ O1 / 14 v V Polio• the latest edition Performing SCSI se FI he form InstallersSafety Oltinformation. by TPI OrobraciSICAng For oaf practices anion to perrrNng thew Funsewns. Installer: shall provide temporary bracing per K! O. 8 1 ' XlHessmatedother. ise, top chord shall have properly attached ,trvc al sheathing and botton'Tllhaveaproperlyattachedrigidcelilg. Locations sho•n for permanent lateral restraint ofDRWG DEFLCAMB1014 r rl of thave bracing Irhas s par aboI and on th l7 or BID.Det is unies.Ga. Apple r te.Ise. to deem rI111I\\Vv111 oftrussand pos,tlon as stno•n above arnd an the .lo.+t Detals, uNess rotes otrner•Isa. Refer to dra•ags 16DA-Z fr standard plate positions. ALpie, a division of ITV Building Conponents Group Inc. shall rot be responsible fr any deviation•. AN ffW COMPANY this d—tng any Fall— to bvAd the truss In conformance •Ith ANSI/7Pi 1, r fr handling, shippiO atilC` f Installation L bracing of trusses. tie,•. A seal his dm.r,g or cover p.ge ustlrnp this d-a•ang, Indicates acceptance of prafesslamal •u,.•••' 10723 Riverpon Drive ••r0•+••rtig responsibility solety far the design swan. Th. sAt.hmty am us• of this dr.•ing Sidle 200 for any strtetire Is the responslbllty of the TUNIng Designer per ANSI/TPI 1 Sec2. ,QN ' fr note information • thic job's general rotes page and these ..b site. rMrb 1 ALPINE Maryland Heights. MO E3013 e••alpeleita.con; TPI'aaa tpinst rgl SDCM aeasbOrndustry,rg; ICG aaa lccso Fe.arp 01/31/2017 W Q) I o LLJ a C= Q ++ cf) 0 W n Of -_ 0 LIJ c Z Q O c: U p U Q N Q + V Z T O Q LLJ LLJ L z Z Lr J Z Q O O Q J o, LLJ N V) IT LLJ c: f) N V) f) O:f (f) L4-1 LLJ O V U) L Q a 3: ry J Q 1--6'8- 1 5'4" 18' 1 st FLOOR TRUSS LAYOUT RECORD COPY f12' 18' ANFpRD A. 2n d FLOOR TRUSS LAYOUT 0' t= 17 _ 459 SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6(% 4-3/16- HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF 0 - 9'-4' HEIGHT 23) THA422 19'-8' HEIGHT 0'-0" HEIGHT 0'-0" HEIGHT NOTE --- IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS IN 1RU55 SPACE MUST BE DUCRAYM BY BUILDER ON VED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBIUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 *DESGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAWS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REOLIRED TO PREVENT TOPPLING AND DOMINDING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE GUIDE TO GOOD PRACTICE FOR HANDLING INSTALLING RESTRAINING Q BRACING GL METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' SCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF I FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGIWOOD / ORMOND BEACH / MASCOTM DAVID WEEKLEY HOMES JOB NAME 7510 — A LOT/BLK/SIBDIV LOT 29 REAGAN POINTE SCALE DATE OR/1WN BY JOB NUMBER T-31_17 CRH 15133 RECORD COPY D City of Sanford Building and Fire Prevention Product Approval E J LOING Permit # # 4 59 S, Project Location Address 2802 Gipper Circle cification Form 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 Plastpro, Inc 8'0" Non -Impact Opaque Fiberglass Door FRONT DOOR LOCATION FL# 15213.37 Swinging Plastpro, Inc 8'0" Non -Impact Glazed Fiberglass Door REAR PATIO LOCATION FL# 15213.27 Sliding MI Windows & Doors 4-Panel Sliding Door FL# 16054.1 Sectional Amarr 10'-16' Garage Door FL# 5302.14 Roll U Automatic Other 2. Windows Single Hung Silverline Extruded Vinyl FL# 19715.1 Horizontal Slider Silverline Extruded Vinyl w/ Nailing Fin FL# 14994.1 Casement Double Hun Fixed Silverline Picture Window w/ Nailing Fin FL# 14918.2 Fixed Silverline Picture Window FL# 14918.8 Awning June 2014 Pass Through Projected Mullions Silverline Structural Beam FL# 6067.4 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie HardiePlank Lap Siding FL# 13192.2 James Hardie HardiSoffit Panels FL# 13265.1 Soffits Aluminum Coils, Inc Aluminum Soffit FL# 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GAF Fiberglass FL# 12194.1 Underla ments Interwra , Inc Rhino Roof FL# 15216.1 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 June 2014 Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals MMI-2 Off Ridge Vent FL# 16568.1 Other 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 Simpson Strong -Tie META 16 FL# 11473.9 Simpson Strong -Tie H10 FL# 10456.3 Simpson Strong -Tie H10-2 FL# 10456.3 Simpson Strong -Tie H2.5 FL# 10456.3 Truss Plates MiTek MT20 FL# 2197 Engineered Lumber Boise Cascade Laminated Veneer FL# 1644 Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete 4,6,8,12 inch wide FL# 158 Insulation Forms Plastics Applicant's Signature Applicant's Name Please Print) June 2014 2/15/2017 Florida Building Code Online Professional Regulation9 PRHOVE ABOUT DSPR oupn olv IDIOris CO%TACT DBPR Florida Y ® Product Approval IUSER: Public User G natrotl l c m Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/ Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rlckw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Scott Johnson Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc. com Quality Assurance Representative Ron O'Connell Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 01 Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE, pdf Referenced Standard and Year (of Standard) Standard Year 101/ I.S.2 1997 101/ I. S.2/NAFS 2002 AAMA/ W DMA/CSA101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https:// www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 10 0 0 Page 1/ 2 0 0 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S213 R2 II Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.5.odf https://www.floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ 1 QR C 3FgPGdg9zlTp%2bKNJ20gEN bwW gYlOnaBQ%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.orglpr/pr app_ctl.aspx?param=wGEVXQwtDgv3yVVKJZlQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 315 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 68 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions https://www.floridabuiIding.org/pr/pr_app_.Od.aspx?param =wGEVXQwtDqv3yWKJZ 1 QRC 3FgPGdq9zlTp%2bKN J20qEN bwWgYlOnaBQ%3d%3d 415 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 II Inst 15213.18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.1)df additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 0 Pagel/ 2 0 0 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: In Credit Card Safe https:/lwww.Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 515 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NOWIMPAc r GENERAL NOTES I . This product has been evaluated and Is in compliance with the 5th Edition 2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant Covering that complies with Section 1609.1.2 of the FBC. 4. For I(stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevation, design pressures. L general notes Door panel details Horizontal cross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring - I X buck masonry construction71Billofmaterials & components 37.50- MAX. OVERALL FRAME WIDTH M z z Z Z 3 50 x rr wx O= w w W O o O f P •° P SWING - MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE I NEGATIVE INSWING 37.50" x 97.50" 75.0 75.0 OUTSWING 37.50" x 96.50" 75.0 75.0 o d1 7 z° Y • Oj `` 6J• c S. S. i ••. rrrrrl sss` o CS m z° tPr` a N •• O Z O Z u a r 5 6 . maa c c° Z tW o ' 1are05/ 01/12 XE• N. T.S. c BY- JK K BY: LFS W'ANG No. FL-15213. 37 1EET _L or 7 47 46 u'Q_iaINTERIOR43r Z AL o n 0 co o °n CO i M V N .. O 4 V Z p Z VaEmomo EXTERIOR N a hg 3 ° .0' 41 1 HORIZONTAL CROSS SECTION 2 42 0 zC3 r 0 35.75' MAX. 0.4" u G DOOR PANEL WIDTH 1.591, I Wam O InN O m 4Z i0P RAILPVCComp 1 UiCH i HINGE STILE CAP PVC Comp. coF INTERIOR EXTERIOR a! r 3.66' I j G n O ut 0 m 0 1 v 0 2 j LATCH STILELVL Cl U u LJ I I I wre.OS 01/12 I BOTTOM RAIL 2 VERTICAL CROSS SECTION SCALE: N T.S D S PVC Comp. O E7 HINGE STILE 2 ow er JK CM Fr LFSLVl 10 DOOR PANEL OPAWING NO. FL-15213.37 SKEI _L Or 7 m 9 o *. I-I/"MIN. ` 4 4 ems. y 21 C A `_.0' R 0 FM- 1 F03 INTERIOR 6111111di 4K 1% ``` 0 N mz6zy a Z oZW 7 n nio 9mcW u oa 18 40 ." mn maam E' 1... d i 0 0 _ 2 X 3 3 or w j OO In 3 EXTERIOR 27 G o 0: K 17 E R:5 HORIZONTAL CROSS SECTION PShownw/IX sub -buck ` o Nj O a I. 1/1"MIN. -I o i ITYP.)- 1- 1/4"MIN, EMB. n a 3 -- EMB. PP.) ro DC4xr O. IS' q q 0.15, 8 D C' SINK CSINK -- L PP.) PP.) e 21 z Ig7 ( 7 0 • 1 40 INTERIOR INTERIOR \ ti o n u zw z a i p u i L 1D DME 05/01/12 EXTERIOR EXTERIOR M sca[ N.T.S. g 11 (9) 40 27 C orc. a+. JK m E 1 HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION pru• BY. NO: IFS a 3 Oulswfng shown - inswing 3 Outsving shown. inswing E a- 15213.37 `- also approved olso oppro,ed o v¢ r1 _L or 7 O • , ° ° N :; z 4!: Off` a Nr••. C7` of n jam . • ° O . % •.• ' S` n O ° i rr Pss` o n m z Za S o u z z m Li f=N3 54tam \` u7 V a maa OC _ ` E o z 40 - 2 z o172 21 dUL /- 0: U EXTERIOR INTERIOR EXTERIOR INTERIOR m K2VERTICALCROSSSECTIONP- leVERTICAL CROSS SECTION 4 Shown w/Ix sub buck n a, 4 Outswing shown - Inswing a- also approved I o 0o s a a EXTERIOR INTERIOR xrm EXTERIOR INTERIOR a, z o O LA 7 z a / 31 i 33 E 3 UjN < o z lae • ' e scut: N.T.S. ° F owc: BY: JK m 31 VERTICAL CROSS SECTIONVERTICAL CROSS SECTION DRA—C NO LFS Q q Outswing configurallon q Inswing configuralion FL-15213.37 " 0 Wn 4 or 7 " u N h z 4°O am r +Y'•. y c w n p i j'•. _ 5 aem TYP. HEAD TYP. HEAD d rft * + ` o nn .. z° i JAMBS M tttT + UN MASONRY MASONRY JAMBS ? a u z u OPENING OPENING m: Q 4 C o y E 6 d '1a NV to / NZ N O FRAME - O O\ zo zo U 2X BUCK jj age w Sw 0 0 Fn a m < o En 2X BUCK \ o NINGEDETAII W a mm F >< r TYP. @ SILL 0N U) Ln W BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAM! CONCRETE ANCHOR NOTES: Masonry 2X buck comltucfion I. Concrete anchor locations of the comers may be adjusted to maintain the min. `o edge distance to mortarjoints. _ _ E 2. Concrete anchor locations noted os "MAX. ON CENTER' must be adjusted to / D A maintainthe min. edge distance to mortar Joints. additional concrete anchorsmayberequvedfoensurethe'MAX. ON CEMER'dlmension are not exceeded. 3. Concrete anchor fable: a LATCH A DEADROLT DETAIL —E 05/01/12 2 srxE N.T.S. ° DVIG. er. JK m cm I r. LFS WOOD SCREW INSTALLATION NOTES: onnw Ne .0 se 1. Maintain a minimum 5/8"edge distance, fend distance. & I"o.c. spacing of FL— 15213.37 wood screws to prevent the splitting of wood. a s rtn 5 ar 7 4 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW • 11 1.1/1" 2" 1' TAPCON ELCO 4" ULTRACON n At i N O= m 7 i y >- n TYP. HEAD ! JJI *1 On m i MASONRY J JAMBS i 111 OPENING oar m u A. HINGE DETAIL OZ Tn o W83d m FRAME t2 Fa V o- o n ZO Z p Uq G 28 1r Ln Lns tn r Z mo 0 T I w5w 2qv TTo27 1 X BUCK o ZN p 4 n a` m F m LATCH i DEADBOLT DETAIL I TYP. ® SILL a 0L.L in h CONCRETE ANCf IOR NOTES. HINGE JAMB FRAME ANCHORING STRIKE JAMB 1. Concrete anchor locations at the comers may be odpnted to maintain the min MOSOIVY 1 X buck construction edge distance to m°rtarjdnts. 2. Concrete bncha I000110m noted aS'MAX. ON CENTER• must be aE Anted to imaintainthemin. edge distance to mortar Joints, additional concrete anchor may be required to ensue the 'MAX ON CENrEr dimension are not exceeded. 3. Concrete anchor fable. N w i O o' O oN o• 2- om y: D j ael n O ir1 1 Ply N o n m i ON •. xtgn o 0 oz°1 m [ L O 2.44" —I S 9 W g Q a1oc° maa HFAD t SIDE21 4 0zPolyfiberIamb cw 8 d 5.63 - { z n rcz z f, o W a c' a.w m ADJUSTABLE INSWING THRESHOLD U Ro 33 no a a xrym 4.56" fti 0N In L 0 z0 vl cr Q rr OUTSWING BUMI THRESNOLDBUMITHRESHOLD n u n N O lil 2 Q r JO 0 z u1211 DATE OS 01/12 i Solt: N T S ° Dxr. BY. JK m CHK BY LFS 3 DRA—G Im: R FI.-15213.37 N0 SIIEE7 7 OF 7 N Q BILL OF MATERIALS REM DESCRIPTION MATERIAL A IX BUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C I /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-I/4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2.1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1/7' PFH WOOD SCREW STEEL M N9 X 2-1/4- PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4" X 4" BUTT HINGE STEEL 10 H9 X I" PFH WOOD SCREW STEEL I 1 i79 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 1B KWIKSET DEADBOLT •SIGNATURE SERIES 980 STEEL 21 HEAD S SIDE JAMB POLY FIBER 21 LATCH STRIKE PLATE STEEL 28 DFADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / W000 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH S HINGE STILE CAP CELLULAR PVC 44 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL 12/15/2017, Florida Building Code Online Professional I Regulation. mi.If f BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats 6 Facts Publications t FBC Staff I BCIS Site Map I Links Search Florida So ProductApprovalUSER: Public User 1sCt J Vl. Product approval Menu > Piodurt or >oolication Sedreh > ,lopllcation List > Application Detail FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultantS.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA 101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https://www.floridabui I ding.org/prlpr_app_Otl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR C 3FgPGdg9z[Tp%2bKNJ20gEN bwW gYlOnaBQ%3d%3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 4) O Page 1/ 2 Q FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.1.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 fI Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany SeriesI utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series I utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO Fiberglass Door Configuration) Limits of Use I Installation Instructions a Approved for use in HVHZ: No i rl 6Dc1j R_ 11 L.---'.I--- https://www.floridabui lding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgv3yWKJZ 1 QRC 3FgPGdg9ziTp%2bKN J20gEN bw W gYlOnaBQ%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 li Inst 15213.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 H Inst 15213.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 1. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 If Inst 15213.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213A0.pdf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Out_swing (OXO Fiberglass Door I Configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I i https://www.flaridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ10RC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 315 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213. 12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 M. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.15 0. Smooth/Wood Grain/White Wood Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N 16'8 utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 [I [nst 15213. 15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 [I Inst 15213.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any F1 15213 R2 AE Eval 15213.17,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15213.18 r. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO i Fiberglass Door Configuration) https://www.floridabui lding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRC 3FgPGdg9zlTp%2bKN J2OgEN bwW gYlOnaBQ%3d%3d 415 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 It Inst 15213.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 8'0 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 It. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page vif Banc Vex; O Pagel/ 2 0 m 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: eC- Credit Card Safe https.//www.floridabuilding.org/pr/pr_app_Otl aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdggzlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 5/5 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 51h Edition )2014) Florida Building Code )FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction• anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures, 6 general notes 2 Door panel detals 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Big of materials, glazing detois s components 37.50" MAX. OVERALL _ FRAME WIDTH O 0 z 33 Z O 2u 13x x w v O a Q O XQ w •ti FULL LITE 37.50- MAX, OVERALL r FRAME WIDTH 3/4 LITE SWING _ OVERALL ' FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.50" FULL LITE 21.00" x 79.00" 47.0 47.0 INSWING x 3/4 LITE 21.00" x 63.00' 47.0 47.098.00" GI 37.50" FULL LITE 21.00" x 77.00" 47.0 47.0 OUTSWING x 3/4 LITE 21.00" x 63.00" 47.0 47.096.50" TF-02115112 SCALE: N.T.S. rw. Br JK CW e, LFs DRAWM Ixl_ FL- 15213.27 ssrEn _L or 7 Q Q r0 OJam= 48 46 39 INTERIOR Gl 44 ' U: * I?*.,' 43 ° Q v'`•. , may; ° ai _0. On z o zV z ; 20 OJ m[ W EXTERIOR 47 m a a`0. 41 E 0 HORIZONTAL CROSS SECTION 46 oa 2 ` 41 17 - --- 2.75 -' 1. 57 -_ I l — f 0 zo 35 IS MAX. 35.75 MAX. . DOOR - DOOR - z amPANELWIDTHPANELWIDTH21. 00' MAX. 21.00' MAX W y D. L.O. WIDTH D.L.O. WIDTH TOP RAIL 2 2 42 CeOular PVC IJ LATCH t HINGE STILE N UTCH A HINGE Cellular PVC Stile wpport o 2 2 INTERIOR EXTERIOR & 0. 11" 2 n I1 - m_ G1 Ln 1 2 S - O o BOTTOM RAIL 47 STILE REINFORCEMENT 39 1 O < X S Celulor PVC O = o J v d o O K O /` nc FA 0 1 0 ry Q. W o 45 z 02/ 15/12 IU DOOR PANEL 40 DOOR ANEL SME: N.7. S. Full life 3/1 Tite rm Or A C. K.er Lf5 VERTICAL CROSS SECTION 0.K. n NO.. FL- 15213.27 SNm 2 or 7 I-1/4"MIN. ``. C.•'' /// n44EMB. (TYP.I Q A __; o&', J_Zn2120 =V u7! o is Q=— en J O 0 co PIP z 8 NQ z O Z 7 \ N g io 9 c°w X INTERIOR m a u m18 OZo' W 2 o o° a 3 \ z o O 9 3 .o u 3 o EXTERIOR E Q,u i r 3, HORIZONTAL CROSS SECTION 4 1.m 0 3 Shown w/1 X sub -buck 0: + o 1-114'MIN. of i r" EMB IIYP.)——I dl D 1-1/4"MIN. a a EMB. IIYP.) m34 " D C '' n OAFq q 0.IS" 8 D CSINK C'SINK —_ L (TYP.) RYP.I I L 20 21 6 • , 21 20 z a 8 fa 0 Ln 840 n G \ INTERIOR INTERIOR 7 W Co • _ 10 0 DUE 02/16/12 L EXTERIOR EXTERIOR NI SrAF N.TS. 8 11 9 40 27 C DN'D BY. A e Br I.F$ E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAMIIO NO' 3 Outswing shown . inswing 3 Outswing shown - inswing E FL— 15213.2 7 also approved also approved GSHEET 3 Dr 7 U E 0 o:J=z N' o• _- m a ^ 7 F.' o m g 'S O f • ` E i ozu C'ip ----- — C rrr nY 8 9 m w pLa 0 D v mia O 71 4 i \E o° z O 8 20 otj. ao u 21 EXTERIOR - I - INTERIOR EXTERIOR INTERIOR K 2 VERTICAL CROSS SECTION a 5 m K 1 VERTICAL CROSS SECTION 4 Shown w/IX sub buck a ct m V 4 Outswing shown - inswing t~ r aho approved o w 70Da EXTERIOR INTERIOR a a x > EXTERIOR INTERIOR jn 40 I° zZ 40 8 30LA i 31 i 33 F n Q WE 02/16/12 SCALE' N.I.S. D.G M JK ClixVERTICALCROSSSECTION4VERTICALCROSSSECTIONnaCIRAIn LFS SINq OutswingconfigurationNO. Inswing configuration FL— FL-15213.27 SMEEI aE 7 1, Lo V•W * O' Jam= n z° l5:P. srsSn cm I 6Y•. rGjZcNn TYP. HEAD rrrttll z o m o ti JAMBS MASONRY J MASONRY J TYP. HEAD d JAMBS I%% l o n z U. xo DazOPENING OPENING In cqN D o ' E m z m° o " r g 9 a. I\ rV\ V• a` m a a w 0 zU N z O00 c Lq o° a X Fng FRAME z C 2X BUCK 10 0 U azz v a2 4 V nn.miz Q O H K Q 2X BUCK—\ of oIX U F TYP. ® SILL HINGE DETAIL n o mm Y m Lu o tn 0 ul V BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o rc CONCRETE ANCHOR NOTES' Masonry 2X buck construction 1. Concrete anchor locations at the corners may be adjusted to maintain the min. o edge distance to mortarjolnts. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors / may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. F 3. Concrete anchor table: J o o ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE Z i J=V_ n Z m awn0 TYP. HEADS Vrlllftl Ptt on z MASONRY J JAMBS 10 ,' \ 9 = o z OPENING VI ug ooa maa VVV LLB a cZ w W A ti UiHINGEDETAILa i Z Y FRAME mo z 0 K = I Orn c J ZZ 0O OUmw u> to 1 o o IXBUCK OI 2 aI TYP. ® SILL U m 4LATCHt DEADSOLT DETAIL H v) ci O G h HINGE JAMB FRAME ANCHORING STRIKE JAMB CONCRETE ANCI IOR NOTES: Masonry I X buck consiruction 1. Concrete anchor locations of the comets may be adjusted to malnloln the min a edge distance to morlaJdnts. 2. Conctele anchor locations noted as 'MAX. ON CENIER'musl be adjusted to rnnlntnin the min. edge distance to monarjolnts. add lional condole anchors nwy be tecluked to enswe the'AW. ON CENTER' dimension are rot exceeded. F 3. Concreleanchortoble: p ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE n I- 4.56' L n ct W00 IT--- 2.U" --I-- znJOb m2.1J' — T i Ly.` l`_` z 6 620 ;EADdSIDE III' o o U Zzm o5 5.63' -I Nn poa doZ a ` c ri jvylOJa Uz N ADJUSTABLE INSWING THRESHOLD o Z J zo rig Sopviago, U 1.56• —{ cidI 0- a m_ m:J Q m D D m2.44' — 21 HEAD d SIDE Poly fibs Iamb 4.56' o Z OLn w o 1ADJUSTABLF INSWING THRESHOLD 3 4 68" o I N Z n WE 02116112 sc u: N.I.S._ JK 1 OUTSWING BUMP THRESHOLD c.x BY. I.FS DRAWNG HD,- FL- 152 13.2 7 SHEET 7 OE 7 4 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 2/4" PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-I /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J I /4" X 3-3/4" PFH RVJ CONCRETE SCREW STEEL L R 10 X 2-1 /2" PFH WOOD SCREW STEEL M A9 X 2-1/4" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 TI9 X I" PFH WOOD SCREW STEEL 11 k9 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES (780( STEEL 20 FlNGER JOINTED PINE FRAME, HEAD S HINGE JAMBS WOOD 21 POLYfIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 32 VINYL DOOR BOTTOM SWEEP N3628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL •SEE DOOR PANEL DETAIL SI IEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.086"THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH S HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH 3 HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND SILICONE 2/1,5/20171 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I stats & Facts Publications FBC Staff BCIS Site Map Links Search db a Y ®Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail P OFFICE OF THE FL # FL16054-R5 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7) 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 6 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16054 R5 COI FLCOtpdf Standard AAMA/WDMA/CSA 101/l.S.2/A440 Year 2008 Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrzstAVpSoEMBY37wanXZlgt2VE7GBtGeyQ%3d%3d 1/2 2/1512017 Florida Building Code Online Date Submitted 10/30/2015 Date Validated 11/02/2015 Date Pending FBC Approval 11/03/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 16054.1 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT (INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01830C.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 FL16054 R5 AE 512517C.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.2 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT (INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FU6054 R5 II 08-01831C.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 FL16054 R5 AE 512518C.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.3 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT (INTERIOR AND EXTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 II 08-01885C.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 FL16054 R5 AE 512577C.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 16054.4 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT (INTERIOR REINFORCEMENT) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16054 R5 iI 08-01886C,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 FL16054 R5 AE 512578C.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes Back Nex[ 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 https://www.Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrzstAVpSoEMBY37wanXZlgt2VE7GBtGeyQ%3d%3d 2/2 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. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL' ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 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, 33KS1 OR ALUMINUM 6063-T5 1/8• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. PX. XP, OXXO. PXXP, PIXXIP, PIX, XIP, PIIIX, XIIIP, PIIX AND XIIP. I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATION AND ANCHORING 4 - 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVED ADDED HOOK INSTALLATION 01/07/13 R.L. ADDED FLANGE h FIN INSTALLATIONS 12/06/13 R.L SIGNED: 1210612013 MI AND DOORS j L111`, o, 0101 W. CROSBY 5 CARROLLTON, TX 75006 CENSF9J+ pSERIES420OXXXSGDREINFORCED NON - IMPACT D•• VONOTESTAT O s AC 0 R I •G\ 4, DRAWN: OWC ND REV 08 B 7SI1ONA1SN\\\\ 50I"EE8300F 10SCALENTSaTE10/23/ 12 6" 6" MAX 1L 17" MAX O.C. 96" MAX FRAME HEIGHT 192 5/8" MAX FRAME WIDTH 6" MAX 90 1 DL 4" 0. REVISIONS REV DESCRIPnON I DATE APPROVED A ADDED HOOK INSTALLATION O1/D7/13 R.L B ADDED FLANGE k FIN INSTALLATIONS 1 12/06/13 R.L. CHART K3 WITH 1 112'SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Rann Setyla P -I and TOUW Fiaun VMdth p) F1eph1 30.0 7t 0 42.0 48.2 m) 12000 f4100 168.00 192.67 Pos Nay Pos Nay Pos Nag Pos Ney 78.0 250 45a 250 401 250 J62 25.0 333 80.0 25 0 44 1 25 0 3e.e 2s 0 34 9 250 322 140 250 le 250 364 2s0 32.7 250 300 tt 0 25 0 79.5 zso 34.4 250 308 250 2a. jol2.0 25.0 37.5 25 0 32.5 25.0 29 0 25.0 26. 95.0 25.0 35 a 25 0 30 a 25.0 275 25.0 25 CHART N4 Number of a nchor locationsnquired SERIES 420 OXXX SGD REINFORCED Faso Sslgle Panel and TOW Fann W Ilh (m) EXTERIOR VIEW ANCHORS TO BE EQUALLY SPACED Heoln 300 1200 310 1440 42.0 168.0 4t.2 1926 DESIGN PRESSURE RATING IMPACTRATING 2) ANCHORS PER LOCATION IaU HLS Jamb Ht5 Jamb H65 Jamb HtS Jam4 SEE CHART N4 78.0 e 5 9 s 11 s 12 6 t25.OPSF NONE FOR NUMBER OF too a 5 9 5 11 5 12 5 ANCHOR LOCATIONS REQUIRED 840 a 6 9 6 11 6 12 6 WITH 2-1132'AND 1-112'SILL 08.0 a 6 9 6 11 6 12 6 REFER TO CHARTS N i, K2 & !'3 FOR OTHER UNITS RATINGS 92.0 a 6 9 6 t t 6 12 6 96.0 a 6 9 6 11 6 12 6 CHART N 1 CHART t2 WITH 2 1132' SILL WITH 2 1132' 6 1 112' SILLS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1 Design pressure chart (pso Fann SnykPanel-dTAllHannVMdU,(0 FkylU1 30.0 36.0 42.0 482 aI) AM14400 Pos I Nag I Pos Nag 16800 Pos I Nag 192.63 Pos Nag 78.0 45 a 1 45,3 1 40 1 40 1 362 36.2 33.3 33.3 t0.0 44.4 444 3a.a 3a.a 34.9 34.9 322 322 t40 41 a 41 a 364 364 32.7 327 300 300 tt 0 39 s 39 s 34 4 34 4 308 308 281 25.1 2 0 37 5 37 5 32.5 32.5 29.0 29.0 285 26 5 96.0 316 1 356 1 30 a 30 a 27 5 27 5 250 25 0 Design pressure chart (pso Frans Suyk: Panel and Total F,um WdUh (n) Halyhl 30.0 260 420 482 V 12000 14400 168.00 19262 Pos T Nag Pos Ney Pos Nag Pus Nay 78.0 45.e 45.6 4D 1 40.1 382 352 33.3 333 60.0 444 1 44.4 38.8 35.3 34.9 34.9 32.2 322 840 I1 a I l.a 36 4 36.4 32.7 32.7 300 30 0 is 0 39 5 39.5 34 4 34.4 30.1 301 28 1 281 920 37 5 37 5 72 5 325 290 290 26.5 28.5 96. 0 355 356 308 30e ff 275 27.5 250 250 MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT ELEVATION DRAWN. DWG NO J. L. 08-01830 SCA" NTS I DAZE 10/23/12 1 s"EEt2 OF 10 r,. GENSFgJ+ ID 1261 o STTACT{rE 0FW? MAX 4• 0. EXTERIOR VIEW EQUALLY+SPACED DESIGN PRESSURE RA TING IMPACTRATING (2) ANCHORS PER LOCATION SEE CHART N5 t25.0PSF NONE FOR NUMBER OF ANCHOR LOCATIONS REQUIRED WITH 2-1132"AND 1-1/2'SILL REFER TO CHARTS a 1. N2 & 03. SHEET 2 FOR OTHER UNl1 S RATINGS 5 3/B" 2 1/32" 2 1/32" SILL ALUMINUM 6063-T5 .055 THICK 5 3/B' 2" 1 1/2" SILL ALUMINUM 6063-T5 .055 THICK REVISIONS DESCRIPTION DIE APPROVED ADDED HOOK INSTALLATION 01/07/13 R.L. ADDED FLANGE k FIN INSTALLATIONS 12/06/13 R L. rHART A'S Number of anchor locations rayuuaO Fnne s.116 Panel auW Tulal LW V h210 (n) Heyht 30.0 36.0 42.0 482 l U 120.0 1440 1680 192.6 HAS Jarnb HAS Jamb HAS I Jamb HAS Jamb 78.0 9 5 10 5 11 5 12 5 Soo 9 5 10 5 11 5 12 5 140 9 6 9 6 11 6 12 6 86.0 9 6 9 6 11 6 12 6 920 9 6 9 6 11 6 12 6 96.0 9 6 9 6 11 6 12 6 MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 420 OXXX SGD REINFORCED NON — IMPACT ELEVATION AND COMPONENTS J.L. 1 08-01830 SCALE NTS -E 10/23/12 1 SHEET3 OF 10 R I IC/o41 GENSF 9iP 511 TTA TfrE 0' FW? OW F \ RLV % FS,(0R10:•G B ijs/NAL1E, 1/2" MIN. EDGE DISTANCE WOOD FRAMING I OR 2X BUCK BY OTHERS 1 3/8" MIN. 1 3/8- MIN. EMBET ENT EMBEDMENT APPROVED 1/2" MIN. SEALANT EDGE DISTANCE MAX SHIMSPACE 10 WOOD SCREW y10 wood SCREW EXTERIC APPROVED SEALANT I WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NO SHOWN FOR CLAR17 Y 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 WOOD IEW 1/4- MAX. SHIM SPACE MIN MENT REVISIONS OESCRIPTION DATE . PROIEO ADDED HOOK INSTALLATION 01/07/13 R.L ADDED FLANGE h FIN INSTALLATIONS 12/06/13 R L 1/4- MAX. SHIM SPACE INTERIOR ILA uIULi u u a o EXTERIOR APPROVED JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION MI AND DOORS R II` o10I001W. CROSBY RD.\\\\5 CARROLLTON, TX 75006 p g2fi1 ,tom_ SERIES 420 OXXX SGD REINFORCED NON - IMPACTj(, INSTALLATION DETAILS STATE 0 Q FS.c[OR10 ORAWN: OWG NO RLY08 B SCALE NTS OATS 10/23/12 sNEEt400F 10 METAL STRUCTURE BY OTHERS APPROVED SEALANT APPROVED SEALANT META STRUCTUR BY OTHER VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES* I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 REVISIONS REV DESCRIPTION DATE APPROVED 1/4" MAX. A ADDED HOOK INSTALLATION 01/07/13 R L. SHIM SPACE B ADDED FLANGE h FIN INSTALLATIONS 12/06/13 R L 1/4- MAX. SHIM SPACE 10 SMS OR iELF DRILLING T - INTERIOR SCREW 3/8" MIN EDGE DISTANCE a I - 10 SMS OR J SELF DRILLING 1. -•1 SCREWS 10 SMS OR METAL EXTERIOR SELF DRILLING SCREW STRUCTURE BY OTHERS APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN DWG NO. J.L. 08-01830 SCALE NTS IDATE 10/23/12 ISHEE75 OF 10 5 R I IL O ENqG9iP gip' 3TTAtTITE OF REv iOA, Al OR10 ` • \ G\ \\ B0NAL1E?\\\ 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS u 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1/4---MAX. 1 1/4" MIN. SHIM SPACE EMBEDMENT APPROVED SEALANT 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE INTERIOR OPTIONAL 1X BUCK EXTERIOR TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON APPROVED SEALANT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK 1/4" MAX. TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS a • 1 1/4" MIN a. a• EMBEDMENT e .. 2 1 /2" MIN. I_ EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEiMASONRY INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOHDANCE WI FH ASTM E2112 REVISIONS REV DESCRIPRON DATE APPROVED A ADDED HOOK INSTALLATION 01/07/13 R L 8 ADDED FLANGE k FIN INSTALLATIONS 12/06/13 R L. 1/4' MAX. SHIM SPACE J= INTERIOR Ili T T---- EXTERIOR - -- — 1 r1 - APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN. DWG ND J.L. 08-01830 s E NTS wrE 10/23/12 SNEET6 OF 10 S R I I LO ENS 13 ; TTTAT: 51,f OOF t: k i s/DNA11E\ WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT 10 WOOD SCREW EXTERIC APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS L 1/2" MIN. EDGE DISTANCE 1 3/8- MIN. 1 3/8- MIN. EMBEDMENT EMBEDMENT T 1/2" MIN. EDGE DISTANCE 1/4'MAX.. SHIM SPACE 10 WOOD SCREW INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS WOOD ZEW 1/4" MAX. SHIM SPACE MIN. MENT VERTICAL CROSS SECTION WOOL) FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARII Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 APPROVED SEALANT REVISIONS REV DESCRIPTION DATE APPROVED A ADDED HOOK INSTALLATION 01/07/13 R L. B ADDED FLANGE h FIN INSTALLATIONS 1 12/06/13 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT FLANGE INSTALLATION DETAILS DRAWN DWG NO. J.L. 08-01830 SCALE NTS JOATE 10/23/12 ISHEUT7 OF 10 J\ S RI I ICro4f 10 .4, TAT rrE 0 F 0% A 4 REv i F•• OR1 P'••l' B / O N A ;; G\ METAL STRUCTURE BY OTHERS APPROVED SEALANT APPROVED SEALANT MET/ STRUCTUF BY OTHEF VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI I H ASTM E21 12 e 1/4- MAX. SHIM SPACE 1/4- MAX SHIM SPACE INTERIOR 3/8- MIN. EDGE DISTANCE SMS OR DRILLING N M10 SMS OR SELF DRILLING SCREWS SMS OR DRILLING N 1/4" MAX. SHIM SPACE ME STRUCTI BY OTHL _ APPROVED SEALANT REVISIONS DESCRIPTION DATE APPROVED ADDED HOOK INSTALLATION 01/07/13 R.L. ADDED FLANGE k FIN INSTALLATIONS 12/06/13 R.I. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT FLANGE INSTALLATION DETAILS DRAWN DING NO, J.L. 08-01830 SCALE NTS I DATE 10/23/12 ISHEE8 OF 10 J VC+ENSFgiP i 61 o', T T'Occ; o R sB 0NA11 N\\ CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON APPROVED SEALANT OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE Anfn-iJRLnI 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON CONCRETE/MASONRY BY OTHERS 1/4' MAX. SHIM SPACE 1 1/4" MIN. d. EMBEDMENT a ' 2 1/2" MIN. (— EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFIMASONRY 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 E21 12 1/4" MAX. SHIM SPACE INTERIOR APPROVED SEALANT REVISIONS REV OESCRIPTION DATE APPROVED A ADDED HOOK INSTALLATION 01/07/13 RL. B ADDED FLANGE h FIN INSTALLATIONS 12/06/13 R L. JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 420 OXXX SGD REINFORCED NON — IMPACT FLANGE INSTALLATION DETAILS DRAWNONG NO. J. L. 08-01830 wuE NTS IDATE 10/23/12 IsHEET9 OF 10 WOOD FRAMING BY OTHERS 1 3/8- MIN. EMBEDMENT I 10 WOOD SCREW 7/16" MIN EDGE DISTANCE 10 WOOD SCREW 7/16" MIN r-+ EDGE DISTANCE II II EXTERIOR 1/4- MAX SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/5" MIN. FuPFnmrmT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE T 11 r 1 I I r INTERIOR VERTICALL CROSS ISECT TION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED HOOK INSTALLATION 01/07/13 R L. B ADDED FLANGE k FIN INSTALLATIONS 12/05/13 R.L. 1 5/8" MIN. EDGE DIST. 1 a TRIM ° 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE F BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP f 1 X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE METAL STRUCTURE BY OTHERS INTERIOR TRIM TRIM A; 1 3/8- MIN EMBEDMENT INTERIOR T HOOK STRIP f HOOK STRIP \ M 10 WOOD ` N 10 SELF DRILLING SCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 420 OXXX SGD REINFORCED NON - IMPACT INSTALLATION DETAILS DRAWN. DWG NO J.L. 08-01830 X E NTS I04TE 10/23/12 1SHEET 10 OF 10 R ICIo4f 9TTAttT E OF 0• •.\ js/ ONA11aG\` 2/15/2017 Florida Building Code Online Professional Regulation r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map I Links I Search I a Product Approvald,bpr USER: Public User G Hots pum Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE OF THE FL # FL5302-R7 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE 4• Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.odf Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtI.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYesp/*2bbXzb2L0lgp/o3d 1/5 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/26/2015 11/09/2015 11/09/2015 12/15/2015 I FL # I Model, Number or Name I Description 5302.1 Amarr Stratford 1000, 2000 (M600); Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Dwg. IRC-6016-140-24, 10' Thru 16' wide Installation Instructions FL5302 R7 II IRC-6016-140-24 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-24 Report 7-10 FL.pdf Created by Independent Third Party: Yes 5302.2 I Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.5 I Stratford (M600)• Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-145-24 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-145-24 report 7-10 sealed.pdf Created by Independent Third Party: Yes Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Installation Instructions FL5302 R7 II IRC-6018-110-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6018-110-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes Dwg. IRC-6018-120-15, 16-2 thru 18' wide Installation Instructions FL5302 R7 II IRC-6018-120-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6018-120-15 Report 7-10 FL.odf Created by Independent Third Party: Yes Dwg. IRC-6009-110-11,Thru 9' wide. Installation Instructions FL5302 R7 II IRC-6009-110-11 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-110-11 Reoort 7-10 FL.odf Created by Independent Third Party: Yes https:l w,vw.floridabui Idi ng.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZM F LLe00ysN 2RYes%2bbX7b2L01g%3d 215 2/15/2017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-100-11 drawing 7-10 sealed.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. FL5302 R7 AE IRC-6009-100-11 report 7-10 sealed.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 [I IRC-6009-120-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC-6009-120-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-130-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC-6009-130-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-140-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC-6009-140-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-150-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC-6009-150-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-169-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC-6009-169-15 Report 7-10 FL.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 [I IRC-6016-100-15 Drawing 7-10 FL.pdf https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L0lg%3d 3/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.13 I Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-100-15 Report 7-10 FL.pdf Created by Independent Third Party: Yes Dwg. IRC-6016-110-15, 10' Thru 16' wide. Installation Instructions FL5302 R7 11 IRC-6016-110-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-110-15 Reoort 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.14 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-120-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-120-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.15 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-130-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-130-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC-6016-140-17 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-17 reoort 7-10 sealed.Ddf Created by Independent Third Party: Yes Back Noxt 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 https://www.Floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZM FLLeOOysN2RYes%2bbXzb2LOlg%3d 415 2/15/2017 Florida Building Code Online https://www.tloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLe0OysN2RYes%2bbXzb2L0lg%3d 5/5 AD JUS TANG ROLLER CARRIER 1AGA DURASAFE 16 GA RESIDENTIAL ATTACHED V/ (21 1/.' . 1/2' CENTER MINCE ATTACHED 2• Top FIXTURE ATTACHED V/ BOLT L NUT PER BRACKET V/ (4) 1/4' 3/4• HEX HEAD SCREWS 1/4' 3/4' HEX MEAD SCREWS ADJLb TABLE SLIDE BRACKET ATTACHED 2S L. cKIN IH600 BMSSpI 1, BOLT AND NUTS 16 GA GALV. RESIDENTIAL TCH ROLLER PACKET 3' 20GA STRUTS ATTACHED 24 GA SKIN IM9S0) 3) AI TA[MEO V/(3> 1/%' . W/ (2) 1/4' . 3/4' OITCHEDHEADSCREWS PER RACKET HEX HEAD SCREWS AT EACH CENTER STILE sTYPICALTDPFIXTURES X T.S. I SEE PAGE 2 FOR OPTIONAL70 ISPLICE) GLAZED SECTI STRUT AND S71LE LAYOUT TYPICAL DURASAFE CENTER HINGED1NTS A 0TRDUGN` M STILE STIFFENERS (5) LOCATED IN HINGE KOLE(S> ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT (IF STRUT IS RECH RlED) kr O O TYPICAL STILE STIFrENERON7.S I A LEC&TABLE 4 CH PAGE 3J STILE PLACEMENTS 4 E (TABLE 1) ON PAGE 3 FOR STRUT SPACING Ia'-0' MAX VENTS PROVIDE 70 sR ti INSIDE ELEVATION (62 sc YLrOR OPTIONAL NTS 3' 20GA STRUT VENT) (I< UNOBSTRUCTED ATTACHED V/ F2) V4' X 3", I4 AIR FLOW EACH. GA. DURASAFE ME% HEAD SCREWS V/ (2) 1/4• . 3/4• STILES14 END HINGE ATTACHED AT END AND CENTER1. 0-T.I.DED BOTTOM BRACKET GA THICK ATTACHED 3- 20GA STRUTS HER HEAD SCREWSW/f3) 1/4' X 3/4' HE% HEAD SCREWS ATTACHED V/ 12) 1/4' K 3/4' MEX m 14GA URASAFE HEAP SCREWS AT RIILEA CARRIERS ATTACHED Tp CND SIRC V/ (2) 1/4' . 3/4' EACH END STILE HEX MEAD SCREWS PCR CARRIER2. 7-BALL STEEL OI NYLONSNORTBALLSTEELCHNTLON STEM ROLLERS' HOT STEM ROLLERS V/ 7/16' RETAINER FOR/ 7/16, RETAINER FOR MDN-THREA ED SHAFTS SWJTS TYPICAL BOTTOM BRACKET TYPICAL DURASAFE END HINGE O NTS 4 NTS 1) 5/11' IRA. A 1-5/0' LAG DOLT ATTAam TO JAW AT EA. JAMB BRACKET 2 X a SYP OR SPF NO 2 OR DCTIFA) 20 GA CENTER STILE 2C v. STEEL END STLE 7/16' DA BOLT R.M. 1/4-zD . s/B•TRACK (1) PER ROLLER SPLICE BOLT AND NUT 2' GALV. SlE¢ TRACK W 42) RIVETS TRACK THICKNESS 051' TRACK MOUNTING DETAIL NTS TWO Q) ROVS Cr VENTS EQUALS IS THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 108 THE PRESSURES SHOWN ON THE DRAW NGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE EN ZONE. ROOF AT ANY SLOPE): WIND SPEED MPH 155 1 141 1 134 128 122 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30' 15' 25' 15' 25' END HINGE 14 GA 3- . 20 GA STRUTS 2) PER SECTION EXCLUDING TOP) O ON TOP SECTION OTTOM BRACKET ATTACHED W/ (3) 1/4' A 3/4' HEX HEAD SCREWS C0)!T. SEE¢ RETAINCAPTCONTBTMSEAL SECTION A -A (SIDE VIEW) M T.S. TUMOR 0, C40 D[9a LOADS® T)44 unm SCE NOTE 2TRa. usm SNCRHUIDNS AND NOTES 1 ALL DE LOAD — THE — . mA1mERRm m THE _TKx TRAOL PUCE TRACKS AT TKS LOCAnON W/ (4) 1/4'-20 TRACK SPLICE DOLTS a NUTS SECURE 70 JAMO PITH (3) 5/15' DIA A Bars 1) 3/16- CIA . 1-5/0' LAC 0¢T ATTACHED M JAVB AT EA JAMB BRACKET 12 CA. GALV STEEL JAMD 5 ACKETS ATTACHED W/ (1) 1/4-20 TRACK SPLICE BOLT a NUT OR 2) Rr4ETS L_SEE (TABLE 3) ON PAGE 3 FOR JAM RACKET SPACING TRAO( CONFIGURATION FOR 6'6- UP TO ti TALL DOORS NTS RY SIDE O REMSOM DATE Bf A IPOAID BDIIiM BIAORT KOOWIDN a/1/05 W AM WSW AM GUM QDO6 B[REVISED NIIC { 1 com/wRJ flE HORIZONTAL JAMB O1 HEADER RECOIL NO P01RV N Oi TIC LOAD TRANSFERRED ER THE OOOL E' ULN A JA RRC MAmHW KE Lo,05 71 1 DOORS — NARDu4 RAL W: DE—m YAIAlrAO1MR[D AND MSTAIA D WTH STANDARDS AS SET IP BY DASMA ooa sc Tlwrs — BE a u Hw 1 DP') RaEED Fa1m AwT CDHREROAL OUAUD' aA REOSTRER ESOO AWaALCHOWER FOR WHD LOAM LCATEDOH116 (wAwD . ADYTON TO DRIER U.— E PETER TO TARES ON W PAM 3 FOR ADOIDNAL DOOR RODE AND TWA DES. PRESSURES E IWAID OA)NG QIID4.. ___ ___ II/i/U HER MAX SIZE - ,`AE`TtR1 LSHF 'JJA4 14' HEIGHT VADTHQUIT InmATDNs W E A. .' • NO OD4L(S79 _ c^ DESIGN LOADS W J 'k' '' i+ -i •N 4215 PSF 24 E PSF e 9 = .t • QF 7LLR °i TEST LOADS 3 • 'n•• :*•/ (T?:. _' •.. Sg S- • ilrn •OF;1 •: 327PSFI. L rA'•......• '. %'1 ,A. iS 37. 2 PSF FL as arr IW [ AARIAfi COLT VINSTOH-SAIEN C. e710O YODEL J650 OAK SUMMIT W/DurBSafe MODEL J600 STRATFORD w/DureSafe MODEL J950 HERITAGE w/DuraSafe Short. Long. Flush & Oak Summit Panel's SZE DRAEX IT DU OAR a/up1 DMBBG MAMA B aaDan tR Au a [ a/Isns IRC-6016-120-15 SM I OF 3 I.ETTACHEDSCREWS e e 3' 20GA STRUT LiCAI ED ON THE TOP AND BOTTON or GLAZED SECTION ATTACHED V/fE) 1/4' x 3/4' HEX SCREWS AT CND AND CENTER STILE OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) e e OPTIONAL LONG PANEL 70P GLAZED SECTION (STRUT AND STILE LAYOUTS) IONG PANEL GLAZING OPTION AVABAWE ONLY ON DOORS IS'e THROUGH 16'0 WIDE. DOORS LESS TNW ISY WIDE MUST USE SNORT PANEL GLAZING OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS S7ARTINFi 6' FROM ENOS THEN 24. OL. (1 1/2' EMBEDMENT) 2,L 6 V Ril AI AMR ATTA uMFM TO D00 PSI ON R i HILTI KVIK BOLT 3/8' x 4' STARTING 6' FROM ENDS THEN 24' OC. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/A• STARTING 6' FROM ENDS THEN 24• (LC. (1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BILT) 3/0' K 4' STARTING 6' FROM ENDS THEN 24' OL. (2 1/2' EMBEDMENT) P X 6 VERTICAL JAMB ATTA[HKNT iO )DLLOV C-90 BLOCK SIMPSON 1/4• K 3' TITEN SCREWS STARTING 6' FROM ENDS. USE PAIRS Or FASTENERS 3' APART) AT 16, OC. IT 1/2' EMBEDMENT) HILTI 1/4' K 2-3/4' KVIK-CON TI. SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' Di. (1 1/4' EMBEDMENT) 2 M 6 VERTU[ HILT] SLEEVE ANCHOR 3/e' % 2-3/4• STARTING 6' FROM ENDS TNEN 24. OC. (1 1/4' EMBEDMENT) (OR. USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS V7 CONCRETE i RDODSlC TORE Si RUC TIJR)E u Iu — 1--i— 1/2' MIN 2-7/1' MIN 2K6 JAMB TYP. HOLLOV BLOC STRUCTURE GROUTED BLOC STRUCTURE 3' MIN e OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) IB-v8• 38-1/8' Z 7 ) i• ] to-ve. ID-5/e• 3. SHDRT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL NIS NT S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E13DO-04 DearaFrome WINDOW FRAME OPTIONAL D.Cro INSERTSrMTHUVPROTECTIONWITHUVPROTECTION I MIN 3/32 THICK SSB CLASS IRV D riKIN O IEM906 A VDABD ®110Y PVn tAdj° . ]/.• rAN IaAO soMcn ATRn D GWw Am CA 0.)' 3/4 E kT®IOIIL GON L(xNC P.in —TA — MOLDED INSIDE FRAME C men UHf 5. NOR T SECTION B—B o )RID 90 TAM RAE AVAILABLE TRACK CONFIGURATIONS MAX SIZE Ll4CA 011AIF fA - 16' MOTH .: Y`, SHE14' HEIGHT ION IAnAnaa SIGN LOADSPSF W= IV • ¢ I au 24a PSi a^.Ri ST LOADS f. = ;•' 32.7 PPSFSF FL V 43 CARRIAEL COOT vI16TUN-SALEK N.C. ENDS YODEL /6S0 OAE SUNA(IT ./Dur.SNda MODEL /600 STRATFORD /Du S.fe MODEL #950 HERITAGE w/Dur.Sefe Short, Long, Flush k Oak Summit Panel's 9II I W" IT Cul DAD 6((01h7 I Man Mma B MxnDn AM DAII 04PS/03IRC-6016-120-15 SLIT I O 3 TABLE 1 DOCR STRJf SPACIG(RkSEDCNFECaA ENFDSECHt)JGWXUTATKN TOP H90ff A B C D E I F G H I J K L M N T 6 6 5 VT 18 V! 25 VT 35 V4 43 VT 54 V4 67 VI 7 P 5 VT 181/4 25 VT 391/4 46 VT 63 V! 731,7 7 6- 5 VT 15 V{ 22 VT 33114- 40 VT 51 V! 58 VT ED V! 81• 8 P 5 VT 18 V4 25 UT 361/! 43 VT 54 V4 61 1/I 721/4 85 VT e 6 51/r 18 V4 251/7 39 ll4 46 VT 60 V4 67 VT 781/4 91 VT 9 D' 5 VT 15 V! 22 1/r 33 U! 40 VZ 51 V4 581? 691/{ 1? 97 114 99• 9 6' 15 Vr 18114 251/7 36114' 43 VT 54 V4 61 U7 721/4 179 VT 90 1/4, 1103 VT 10 P 15 VTI 18 V4 25 UT 391/4' 46 VT ED V{ 67 VT 781/4 85 VT 95 1/4' 1091? V 6- 15117 18 V4 251/r 39 V4 46 7/I 60114 671/7 81 1/4 88 VZ 102 1/4 115 Vr 11' P 51/r 18 V! 25 V7 38 U4 43 VT 54 V4 61 1? 72 V{ 79 VT 9D V4 97 UT 108 V4 121 VT 17' 6* 51? 18 V4 25 !a391/{ 46 Vr 60 V4 671? 781/! 85 VT 96 V4 103 VT 114 U4 177 UT 77 P iZ6' 13 P 13 6' S VT S VT 51? S V2' 18 V! 181/4' 181/4 18 V! 251? 25 V2' FIRT 251/ 7 39 V! 361/4 39 U4 39 14 46 VT 43 VT 48 VT 46 VT 67 V4 54 V4 W 1/ 4 m V4 6712' 61 1? 67 UZ' 67 UT 81114* 72 V4' 781/ 4' 81 U! VT 791/7 85 VT 881/ 7 10210 90 114" 96114' 102 V4 ifB VT 97117 103 VT 109 Vr 1201/ 4' 1081/{ 114 V{ 12D 114 1151/ 7 121 VT 1771? 125114 132 V{ 1391/! 1331? 139 VT 145 VT 151 1/ r 14 P 5 VT 18 114-25 VZ 391/! 46 VT V4 671? 81 11{ 88 VT 1@ V! 109 VT 1231/4. 13J VT 1M V{ 157 VT TABLE 2 TABLE 3 DOOR TRACK ATTACHMENT ISPLICE HEIGHT B C DIE F G H S 66" 1P 21' 38' SP 7P T 1P 21" 35W 58' 76' T 6- 1P 18' 36' 54- 72- 82" 6 1P A 21- 39' 5T 75- 88" 8' 6- 10• 21- 42' 63- 81- 94' 9 10- 18' 36' 54- 72• 9P TOP 9'6" 1P 21" 39' 57- 75' 93" 106" 10' 10• 21- 42' 1 6T 81• 9T 112• 1P 6" 10- 21- 42' 63- 8! 105- 118" 11' 1P 21" 39" 5T 75' 93- 111' 124• 1V6" 10' 21- 42- 63- 81- 9T 11T 13P 12' 1P 2F 42" 63" 84. 105" 123' 136" 12'6" 1P 21' 39- ST 75" 93- 111' 129' 142' 13' 1P 21' 42' 63' 81" 9T 11T 13S 148' is 6- 10' 2F 4T 63" 84' 105- 123' 141' 154' 14' 1P 21' 4T 63' 84" 105" 126' 14T 16P ALL MACH ATTACHMENT SPACING ./- 2- A ONED IN SYR O1 SrF NO 2 OR BETTER ONLY M mmmm MIMI Hu um1 gym" WE Eiu7mmD l NFm MFflEK Uii MIRIM iffi IS Eiu7FFTi13E7 caaa:rsulrxMwMt'er: 24. 1.T•1 L7rTilEtH L:'L E441Y.— lw ECM i7 7mmm D] KW M0 IMMOMW MIKUMrmmm MUM t17:' SiE 1lTlil f Q LII.'I Fm NE Wls k Ifgul. tOFTI L]V1 a® EM 0®m m 0mm W1=®m t:+= WINMm KEUNUMMMUMEME mm, Kmx=^-- WKA0®®, naxz= 1®®, 1IM09 1mm nam mm EaA===mm maix==m® 0m®' OrINm® E"rmm m-nm mvm mraa 0®m Lar'mEE1 1111IM0®m nm rl m lcm R mm W[ A Euam mm 0®11ME ST • a® N= 0m® t==Kmx® r1nVr:= ML.® mmm LLaS7tEllILUM ATLYITfit, 0®® W Iulffllw: zt.: arl mm W'® Im WMEEMIIIIIIIIII Im Q=Wmm m®m mmm m® m 0® m IIIIIM<:A7® m MM== N= Qi[7E uM01WARE31I I WY I =WTD7 IF KM6 1 DATE Ur I ou E wJ m alnc WICK MAX SIZE 16' WIDTH 5=5t5t I.i 14• HEIGHI.,+tj E 4owt wT HH DESGLOADS4218PSF WN — r - / s V_ --Bu TESTLOADS 32.7 PSF R.91 FL t=3t= arr, 63 C-1A¢ [mRr vObrCH- sALEIL N 2T,05 MODEL 1650 OAK SUMMIT w/ DureS\fe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/Dur\ Smfe Short, Long. Flush i Oak Summit Panel's 8II MAN V 4J WE 04/15167 OOnd KIM B 01D®e1 AIL 6AIE DIA5107 IRC-6016-120-15 2/152017 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Search db a r Product Approval yres USER: Public User i Prye OiW opriun Product Approval Menu > Product or ADDlicanon Search > Aopllcation List > Application Detail 0 CIFFICE OF THE FL # FL19715-RO SECRETARY Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Silverline Building Products Corp. One Silverline Drive North Brunswick, N] 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com on Berrian Jonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA*/o2bxmzklhGufBV5nRNMfoPly6gPoEN°/p2be8TXyGDYCjAw*/o3d°/`3d Year 2011 2008 1/2 2/15/2017 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other: See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and FL19715 RO II SWD002 $S 2016-06-22.Ddf installation requirements. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.Ddf 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: dirat Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%3d%3d 212 INSTALLATION NOTES. 1 ONE 11) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. IN5TALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 0/2INCHTHEDEPICTEDLOCATIONRSPACINGINTHEANCHORLAYOUTDETAILS I E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULAI IVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5), MAXIMUM ALLOWABLE SHIM SIACK TO BE 3/81NCH SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FIN INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE N8 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 6 FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE N8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN 3/8" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/I61NCH DIAMETER ITLV TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT INSTALLATION SHALL MAINTAIN MIN 1 3/4- EDGE DISTANCE. 9 THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE N10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL. 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING AAMA/WDMA/CSA 1011152/A440-08/11 2. ADEQUACY OF L HE EXIST ING ST RUCFURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WI FH THIS DOCUMENT IN NON.HVHZ AREAS IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. I 1 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 5. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. COATING 6 WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILI ED BLOCK, DO NOT INSTALL 7 IN ACCORDANCE WITH THE STH EDITION FBC, WOODINSTALLATIONANCHORSINTOMORTARJOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOF OR SHALL BE OF A DURABLE SPECIES AS DEFINED INBLOCK. CHAPTER 23 13 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8 GLASS MEETS THE REQUIREMENTS OF ASTM E 1300MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE GLASS CHARTS SEE SHEET 6 FOR GLAZING DETAILSUSEDINSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO PSI D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E STEEL -MINIMUM YIELD STRENGTH OF 33 KSI MINIMUM WALL THICKNESS OF 47 8 MIL (00478' or 1B GAUGE). MIN. 1/2" EDGE DISTANCE F. ALUMINUM - MINIMUM ALI OY 6063-TS MINIMUM WALL THICKNESS OF 1/16-. MIN. 1/2- EDGE DISTANCE. NON -IMPACT) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, A GLAZING DETAIL MAX OVERALL SIZE CONFIG DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36" 84" O/X 35 / -35 PSF NON IMPACT 38" 66' O/X 50/-50 PSF NON IMPACT 30' 74" O/X 50 / -50 PSF NON IMPACT 38' 77' O/X 35 / -35 PSF NON IMPACT 44' 1 62' O/X 50 / -50 PSF NON IMPACT 48' 72' O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / -20 P5F NON IMPACT 52' 72" O/X 25 / -25 PSF NON IMPACT 36" 83 75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 49" 96' O/X (ORIEL) 20 / .20 PSF NON IMPACT 72' 62" O/X-O/X 35 / .35 PSF NON IMPACT 72" 84" O/X.O/X 35 / -35 PSF NON IMPACT 76" 62" O/X-O/X 50 / -50 PSF NON IMPACT 76- 72" O/X-O/X 50 -50 PSF NON IMPACT 76' 77" O/X-O/X 25 / -25 PSF NON IMPACT 80" 74" O/X-O/X 35 / -35 PSF NON IMPACT 96' 74" O/X-O/X 30 / -30 P5F NON IMPACT 108" 62' O/X-O/X.O/X 50 / -50 PSF NON IMPACT 108" 72' O/X-O/X.O/X 50 / .50 PSF NON IMPACT 108' 84" O/X-O/X-O/X 25 / -25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44-05'00' Silver Line InAndersen o ow R•ooR RR ME SILVENLIIE DRIVE NOR TH YNJSWICR IU O.W2 NI (152)+31 IOM um Boa N+ v;8 O N QF- QN^r a nu In ? N W ur < LL 2 LL H m< 3FKSv(Z v) ID Vr '-' p 1-1 < F<•I a W m OZ Ill V 1 W In HF- LuWK 777 T oo; 3 2 UZ O p U V) DWG #. 5WD002 SHEET: 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48" —_ WIDTH 48" —_ I^Aiid'rsot 5 oera. •a Oro SRvM t'E MtvE rtl -LOWISWIM I COW PR I752143S100D 1F F Fv F 5 5 5 5 Z^ 4 + + o Z v a0 H M H3 0 0 a MAX. FRAME w j > Z mMAXFRAME HEIGHT 96" HEIGHT 96' w w w m N m^ QUALIFIED CONFIGURATIONS " J H Z ` z w maz ARCH TOP CONFIGURATIONS FOR ALL 2901-0901 Lu N a x. RATINGS, SINGLE UNIT CONFIGURATIONS ,x W 4 H VW of 40 QADADa 5 + 5 T mELEVATION ELEVATION Z SINGLEHUNGWINDOWSINGIE HUNG ORIEL WINDOW O H Z V) 0 H a MAX FRAME MAX FRAME V WIDTH 96" WIDTH 108' w Lu QUALIFIED CONFIGURATIONS + 5 ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWIN UNIT CONFIGURATIONS Fo. F O 5 5 FoFE F Z Cv, 5 5 S 2 i 31 L w 9oar,w. MAX. FRAME = HEIGHT 74" H r MAX FRAME (S•'••l.. •••• F, ? HEIGHT 84" 1[ 1 T mN aT0 " J W A D 4 5 A D 0 3 V V Z ELEVATION + 5 ELEVATION DWG #: " TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW SWOON SHEET: 2 OF 6 O. D 7 O. x• X. 2" MAX. 11" MAX I I-- OCCOFROMRNERSII` I I" MAX F7O.C. 2" MAX. IFROM I_ I I` 4 1/2" MAX. CORNERS 0 C 4 1/2" OC 2" MAX. FROM CORNERS L 2'MAX. 5 ALLBEAIC OREDMAtCOC FROM Ai HEAD.JAM1,M+D5LLL CORNERS NAIL FIN -SINGLE HUNG WINDOW MAX. FROM —_ I` I 20' MAX. F CORNERS 0 C. 6" MAX FROM CORNER 20' MAX. 0C L 6'MAX, FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1J L yl Imo_ 4 1/2" MAX. OC ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1" MAX. FROM 6" MAX. III I ICORNERS O.C. 6• M 01 I;MAX yl i 6' MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6" MAX FROM I I 12 3/4" MAX. CORNERS S O.C. MAX. 6" MAX. FROM CORNERS 12 MAX O C. Silver Line kAndosen G4 SttvERn+E 1.1 OegRn+ Inmswrte. eu ouoz n+ 1 ,fl.]5 ID mZ SI- 8 i o OM uZ j W Z J V m VZ DKSQZ T<wo JI J i 00 -J Z < H w moz T F Ic W4a LuJmwocxa T mv ! O H Z OV) H Lij u Lu CL CJ Q * aa+, ,A A Ian T > ul ANCHOR STRAP 6" MAX m N m u1 FROM ANCHOR STRAP t "' Z >< F ~ P/N 50-2995-2 0 0; 3 2 v Z SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 0 o u SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT ANCHOR LAYOUT SwD002 THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF L 16 1/ ME I INNI11 loll CONCRETE/ MASONRY 1 1/2• MIN BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS a . ' e ' 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS .. 3/8' MIN. EDGE DIST 98 W000 SCREW INSTALLATION ANCHOR """"" EXTERIOR FINISH MIN. 3/8' EDGE DISTANCE BY OTHERS 1/4• MAX 1/4' MAX. SHIM SPACE PERIMETER \ SHIM SPACE SEALAN O.A. BY OTHERS 1\ UNIT SASH REINFORCING HEIGHT EXTERIOR INTERIOR SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE SEE GLAZING tJ8 GR. 5 SELF -TAPPING SCREW DETAIL. SHEET 6 INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 VERTICAL SECTION 4 HEAD - 2X WOOD BUCK EXTERIOR FINISH NAIL FIN BY OTHERS EXTERIOR PERIMETER SEALANT SEE GLAZING BY OTHERS DETAIL, SHEET 6 O.A UNIT 1 EXTERIOR INTERIOR WIDTH O.A. UNIT HEIGHT PERIMETER /' C HORIZONTAL SECTION SEALANT 1 4 JAMB - METAL STUD BY OTHERS \ 1/4' MAX. NAIL FIN EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8- MIN EDGE DIST 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOIZ----- - F4CONNECTIONDETAILS • . a' . a CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN SilverLine ImAmIcimm r1l aH¢ suvEamE acve Ha 3H ouus snc., w a50T PH (7521435 10M 3 < Z g p 2 1Iuu o n a n O Z N y3 n J ii3zovyP w LL j a S N Z m T Q< W owzn m w R W > V K w a a yam a I a ti 'aait, C:3 ww '"• m v3 m v3 00 3vZ DWG #: SW0002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS CAULK BETWEEN °. 0 CONCRETE/MASONRY BY OTHERS 3/4" MIN EDGE DISTANCE ' 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR X CONNECTION DETAILS I SASH SEE SHEET 6 FOR RI PERIMETER SEALANT J — BY OTHERS / O.A. EXTERIOR / INTERIOR UNIT / HEIGHT I SEE GLAZING DETAIL, SHEET 6 T) VERTICAL SECTION 5 HEAD - 2K WOOD BUCK THROUGH FRAME 1 1/2" MIN. EMBEDMENT SEE GLAZIN DETAIL SHEET 1/4" MAX. SHIM SPACE i G 6 MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN 1/2" EDGE DISTANCE INTERIOR IMAX. # 10 GR 5 SELF -TAPPING SCREW SHIM SPACE m INSTALLATION ANCHOR SHI METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O.A UNIT WIDTH HORIZONTAL SECTION 5 JAMB -METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT 1 RIGHT FOR INSTALL REQ. 1/4" MAX PERIMETER SEALANT SHIM SPACE BY OTHERS EXTERIOR FINISH .. . 1 1/4" BY OTHERS MIN EMBEDMENT PRECAST SILL BY OTHERS 3/16" ITW TAPCON 4. INSTALLATION ANCHOR 1 3/4,.MIN ° EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED — 4 0000 I-4.0000TOACCOMODATE #14 DIA. 2 0000 2.0000- 0 0620- - c 0.5000 ) 0 7500(2)-1-3 0000(2)— 6.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQUIREMENTS. A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS. GR. 5, PER STRAP. MIN 3 THREADS PENETRATION, MIN 3/4" EDGE DISTANCE C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP MIN 1-1/2" EMBEDMENT, MIN 1" EDGE DISTANCE. SilverLine i'AnElclu:n owa. oo ell5 0111E 51LVEOLINE 111VE w _ I_'s cr r+j oer PH (7521435 1( vw 3 N m P , 0 rn O H o z '^wI-o a vin O Fa N yr Q V LL a wz =o Zmt ae 2 wt T p < w n J o --' Z< n Z w Dz ° w con -K w m Lu n N Z C) H Z H HOC LL) Lu n clcl j ui N 3 _ u Zrn N00 DWG #' SW0002 SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR D SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS rG- VERTICAL SECTION M HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/- 35 P5F 72 X 84. (O/X-O/X). DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF U - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS- 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverLine 6+AI dei-wnNOTE. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS rigOUTLINEDINCURRENTFBCANDA5TME1300 GLASS LOAD RESISTANCE. o o e • s O•E SRVERSNE OWE uo• n snn+swncr. w aeeoz w 1752) 435 )nm 5/8" O A. 16. GLASS I I 0 3 m w V m Q R O o NJ x EXTERIOR / \ INTERIOR CC N Z N b u) W V LLZm Gf S F O T M wmQMINGLA55vw) w Z C m w BIT1a ErI/2" Z N w m a Z 1/8" SETTING BLOCK w w Cf woGLAZINGDETAILI NOTE' 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED I5 NOT EXCEEDED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME By OTHERS 1 1/4" MIN EMBEDMENT . I I/2' MIN. EDGE DISTANCE 2" MIN. EDGE IDISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Z O H Z V) r H` dFIli U U L Inw LIL 0 1 T T W F Z U:20 u Z00 DWG #: SW0002 SHEET: 6 OF 6 211512017 Florida Building Code Online y r azF Professional Regulation r 8CIS Home I Log In User Registration I Hot Topes Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I b a Product Approval USER. Public User air 'n r` vi Product Approval Menu > Product or Application Search > Application List > Application Detail I, OFFICE OF FL # FL14994-R1 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14994 R1 COI CERTIFICATE of INDEPENDENCE. odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDquZRj59%2fDrx2%2flDBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 1/3 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.1 for Design Pressure Ratings, any FL14994 R1 AE Eva[ 14994.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.2 b. Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.2 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.3 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994,3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.4 d. Series 8700 - Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.4 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.5 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.6 f. Series 8800 - Model Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 8803/8804FIN Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2%2flDBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 2/3 2/15/2017 Florida Building Code Online Other: See INST 14994.6 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.7 g. "WeatherStopper`" 1 Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.7 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994,7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.8 h. "WeatherStopperr"" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 II Inst 14994.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.8 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.9 i. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 II Inst 14994.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.9 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 mall 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: hotk Credit Card Safe https://www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2%2flDBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 3/3 Silver Line byAndersen r4l WINDOWS•DOORS SERIES 2800 - MODEL 2802 EXTRUDED VINYL HORIZONTAL SLIDER WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected wilh an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures L general notes 2 Horizontal d vertical cross seclioru 3 Horizontal 3 vertical cross sections 4 Buck L frame anchoring 5 Big of materials, glazing detail 6 components 76.48" MAX. OVERALL FIN WIDTH I_ 73.0" MAX. OVERALL FRAME WIDTH 0 J x Z w O > S O Y bo b o OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FIN FRAME D.L.O. _ POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION' TYPE 76.48" x 53.48" 73.0" x 50.0" 33.S" x 45.0" G1 35.0 35.0 76.48" x 66.48" 73.0" x 63.0" 33.5" x 57.75" G1 20.0 20.0 e 11/16/11 LE: N.T.S er: KV LFS MHO NO.: FL— 14994.1 n _L Or 5 ZO j co hH 1``` m 111\ O M Z U N •; oZu E° om• t J C W iOca m aa E °z 15 0 Jo. G1 z F V) 2 w' C) z o 0 EXTERIOR INTERIOR j - occ0 o 0 1.1/'MIN. 22 sa a` mEMB. TYP. 21 25 a INTERIOR v 0 O4 Q O 7 15 6 31 1B o tn 0 a 0 10 0 16 Q W Ln fr o 0 19 3 fr 0 E 2. o zs W o 2324 o I 24 30 20 G1 zz a M I1/16/11 z13 SCALE: N.T.S. 3EXTERIOR axc BY KV m l_ HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION OIY. By. LFS Y c 110. a 2 e2 FL-14994.1 0N 511EEI 2 OE 5 r I b r r n 1 n z Y'• 1 om Cq .0 - 1, N ri o n z° 27 y U N ' Z U Gr`$ 9aoa O v aZ15 o' 44 n° 3a 1 0 O O 3 G1 — 2 3 0:o 2 Y1 0 W" oOf NV EXTERIOR INTERIOR o K 22 O za a OINIERIOR u O O 18 15 d 31 0 16 N W v, zo 10 o P LA all 0 0 19 3 Q a 2= 28 11 Wooq23028 30 G1 z 8 13 20 DATE: 11 16 11 0. s SCALE* N.7 S 5 FXIERIORDING ev: KV m 1 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION uM BY: LFS ? oaawa No - a g 3 FL- 14994.1 c NsNEn 3 or 5 p r r b r r 9 2X BUCK MASONRI OPENINC BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw TAPCONo 1/4" 1-1/4" 2" 4" ELCO 1/4" 1.1/4" 1" 4" ULTRACON 1 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. I"end distance, 6 1"o.c. spacing at wood screws to prevent the splitting of wood. EqU mC; 2X BUCK FRAM MASONRY OPENING I —ter O.C. (TYF.) (TYP.(— I TYP. 24 M X C L C 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. FRAME ANCHORING 2X BUCK N i Fi O dm i••••. Gym SN o m l e o o a zm Y a Wn mMoot da` I v4OOZ c ) 3 0 w L s o 7 m 0 Nj OC OZ O OO 0 nn O. C. (TYP.( 3- TYP (__ I TYP. 2B FRAME ANCHORING 2X STUD a R 0 Wn a xai U Ci 4 a n C C dliE• 11/16/I1 SOME- N.T.S. OWO, in. KV OHK. BY: LFS DMwwO NO- FL- 14994.1 SNEn 4 or 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME HEADER BY SILVERLINE #2801' VINYL 2 EXTRUDED VINYL PVC SILL INSERT BY SILVERLINE #2322' VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEAD BY SILVERLINE # 1227' VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERUNE #2908' VINYL 5 EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL BY SILVERLINE #2908' VINYL 6 EXTRUDED VINYL PVC SLIDER SASH LOCK STILE BY SILVERLINE #2908' VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERLINE #2949 VINYL 10 EXTRUDED VINYL KEEPER GLAZING BEAF BY SILVERLINE # 1257' VINYL I l METAL GLAZING SPACER STEEL 12 GLAZING SETTING BLOCK 13 WINDOW SCREEN 15 WEATHERSTRIP PILE 17 GLAZING COMPOUND DOW # 1199 SILICONE SILICONE 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE. LATCH S KEEPER BY SILVERLINE 20 EXTRUDED VINYL PVC SLIDER SASH KEEPER STILE BY SILVERLINE #2907' VINYL 21 2X BUCK (G >= 0.42) WOOD 22 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 23 1 /4" MAX. SHIM SPACE 24 q8 X 1-3l4" PPH SMS I-I/7' MIN. EMBEDMENT STEEL 25 I /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 27 2X FRAMING G >= 0.42 WOOD 28 6 X 2-1/4" PPH SMS (1-I/7' MIN. EMBEDMENT( STEEL 30 ROLL FORMED STEEL MEETING STILE REINFORCEMENT BY SILVERLINE #2919 STEEL 31 ROLL FORMED STEEL LOCK STILE REINFORCEMENT BY SILVERLINE #2821 STEEL f!f : i 4'p O VVt o TO KEEPER STILEi '••.... • • i5. >° ° mL%V Relnfarcement i . N ri 0 Z SILL INSERT l r; E z m u r t, /f" to 9 W o G. S coa 0 o J• m e:a GLAZING BEAD t: c e3 _ E. oZ w 3'a n-- 0.OT' 6, o u N o Eo 2 5 z 3 VZ DOD o o go 1.95" I 0.69" - rn m F ZO SASH KEEPER 30 MEETING SITIE S I LOCK STILE z 7 J Slae Reinforcement Reinforcement O p 0 Ir 0 o o io m K 2.95" a a` r— I .r -- GO o------ THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". ;o 0 OT --Lj- 61N (nLO no rn 12 Y 5/6" OVERALL 6 S )- SASH LOCK o rc THK. GLASS o it Lzz --1 kQO313TANNEALEDN3 Q. z AIR SPACE f` 0 f 17 3/3r ANNEALED o O n o i O D N Z U 0.5 GLASS O.OT - — SCM 11 N I I t = BITE O O scv e: N 1 S. 5 DWO BY KV m GL GLAZINGDETAII 3cHKBY. LFS ORAWNG N0 R T SASH PUII n S SASH HORRON AL RAIL L HORl, SUDER fRAME - Shle v Top d Bottom FL- 14994. 1 0 N SH[Er S Of S 2/15/2017 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map I Links Search I dbLo—% a Product Approval rr vv ttrrtt eeyyeess USER: Public User Lrt isauiqur+i Product Approval Menu > Product or Aoolicahon Search > Application List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. 7 Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCEpddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https://www.floridabuilding.org/pr/pr app_dtI.aspx?param=wGEVXQwtDgLLZRj59°/p2fDrx2300PLxr2KHVtY2g3rp/o2b1%2fkKQkbg8iy9GAA`/o3d*/o3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Equiv FL 14918 R3 Equiv of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 Pagel/ 2 Q FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.1.pdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.pdf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.pdf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 1I Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 I1 Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 1I Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https://www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300Ptxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 315 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14•odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 iI Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14918.19.adf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hUps://www.floridabuilding.orglprlpr_app_ctl.aspx?param=wGEVXQwtDquZRj59%2fDrx23O0PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 4/5 2/1512017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window13053/3953 I with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 I1 Inst 14918.20,Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page m 0 Pagel/ 2 O m 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 Flonda.:. 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 mall. If you have any questions, please contact 850.487.1395. -Pursuant to section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 515 Silveffl' :. = o n byAndersen z Zz rr : N z:o, o N•'•. r r7 c a n WINDOWS•DOORS=,,>''........•y,'; rl *111t ````` z n m Z N •• l`o =ozUEmo G 9 d [ W 2941 /2951 SERIES 2900/4900 -MODEL 4941 /4951 B a EXTRUDED PVC PICTURE WINDOW W 2 w/ NAILING FIN z oz W NON -IMPACT' W m x EdNWN a 72 o 0 a a a GENERAL NOTES I. This product has been evaluated and is in compliance with the Sth Edition )2014) Florida Building Code )FBC) structural requirements excluding the'Nigh Velocity Hurricane Zone" )HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base zz material shall be beyond wall dressing or stucco. W N x - 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. k 4. Site conditions that deviate from the details of this drowing require further engineering analysis by a Li a licensed engineer or registered architect. ' _ h w z O ] z U WIE: 11 09 11 : sCxE: N.T S. G uwc. er KV m cwc. BY: LFS 3 FL— 14918.2 n r srrcn I ru 5 p TABLE of CONTENTS components SHEET Y DESCRIi'TION I Typical elevation, design ensures d general notes 2 Hoizontal S vertical cross sections 3 Horizontal d vertical cross sections Buck E, home anchoring 5 Bill of materials, IazLlg details B, MAX. OVERALL FIN WIDTH j— MAX. OVERALL FRAME WIDTH w o 00 OVERALL • FIN DIMENSION OVERALL FRAME DIMENSION MAX. D.L.O. DIMENSION GLASS NPE • DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.0" 67.0" x 69.0" G1 Q,Q Q,Q 75.48" x 85.48 72.0" x 82.0" 7.0" x 77.0" G2 Q,Q Q,Q 99.48" x 57.48" 96.0" x 54.0" 91.0' x 49.0" G2 Q,Q Q,Q in 10 y:'ttim 0 7% i w m OPTIONAL) 16 f u i o m o 11111111''\ N c Z i 4 Z o Z U m o n V amaa 4 co d-- ' Zvi Z------------------- EXIERIOR INIERIOR a 2 j o 2 0 Q 1.1 /4- MIN. EMB. IYP. Q 9 • O V, LJ • n 11 W v, e V •` G1 G2 INTERIOR v •• Q V • QO • / O i O p W I O N L] oq 6 • 10 • ^ Z EXTERIOR a I1 09 11 = V ai[ o0 8 - `+ N.T.S. 1 HORIZONTAL CROSS SECTION O.G BY: KV m 2 e VERTICAL CROSS SECTION CND U,: LFS 3 OMWWC NO. ZFL- 14918.2 ^ io aNLEI 2 OF 5 v * = n m o 04 f a 0 Z U u UUUy EP m 9 \ a a mn V S2tm m u a 4 4 i 10 1a Gl G2 a z o z_ G w F 3Ccc O U EXTERIOR INTERIOR a N of _ aa Wro I 1° O a/ v 9 N N LOV G1 G2 INTERIOR U I o J n u z3 u° EXTERIOR— 0 N. T.S. HORIZONTAL CROSS SECTIONCROSS SECTIONONGBY: Kv m 3 22 VERTICAL CROSS SECTION f. LFS ; owwwc NO.: a 3 FL— 14918.2 0 nvan 3 or cJ 4"MAX. _ Si: p: J_i ° 14" MAX. _ O.C. (TYP.) O- I rO.C. (TYP.I I I -- (I % N'? 7TYP. i V' on 1 U V ': O r TYP. 10 h e' z_ o Z u 11 TYP.`o a 2X BUCK M n : aoz 02X BUCK LiofE MASONRY _ S 3a OPENING _ a MASONRY a z f OPENING i 4"MAX. _ _ Of 0 v d O.C. (TYP.( 2 o z vl r 111 Z • N T" I ° j amo < a a YP. 3 BUCK ANCHORING FRAME ANCHORING ' } 2X BUCK o, m a a' Y N VI n C. C1 f Occ WVh cc CONCRETE ANCHOR NOTES: a I. Corlcrafe anchor locations of the corners maybe adjusted to maintain the min. edge distance to monor joints. x u o 2. Concrete anchor locafiam noted as "MAX. ON CENTER" must be adjusted to : nlorlfoin the min. edge distance to nnoAarjoints, additional concrete anchors N m may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. - 3. Concrete anchor table: o n G FRAME ANCHORING z u 2X STUD o. m 11/09/ 11 z 2XAMWGTOBEDESIGNED Srxc' N.T.S. oNGINEER ORARCHITECT3BASED ON WIND TOADS owe BY- Ky m AND THE CLADDING BEING USED. cm. By. LFS ; cm i WOOD SCREW INSTALLATION NOTES: oBnwBlcr+ o I. Maintoln a ndnlmum 5/8"edge distance. 1"end distance, 6 1"o.c. spacing of FL- 14918 2 a wood screws to prevent the splitting of wood. a snca 4 or S V ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT 70 MASONRY TO ADJACENT EDGE ANCHOR ITW 1/ 4" Y 4" IAPCON ELCO 1/ 4' 1.1/1" 1" ULIRACON u 2 3/4'OVERALI 13 THK. GLASS W'•. L a r ll* a:,>.. o'im 14 5/37ANNEALEfl P 0 R m . U N AIR SPACE 01 Z ° E m nl a . p LO 9 [ W 6 5/37 ANNEALED J a m m a a e 1 /7 GLASS 4 E o z BITE Z c xi o° N: G1 GUTINGDETAII 2 U THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 3/4' OVERALL i' BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". THK. GLASS o u oQO 14 5/371EMPERED o3 m AIR SPACE 5/37 TEMPERED v a G n w a— E r0.75' 6 0I o m 1/7 GLASS a oIBILE t G2 G TING DETAIL v a o Lo fn 0o 16 STUCCOINSFRT o, LO Optimal ttvo k' u r- 1 W u~ o i O uz wre. 1 1 09 1 1O01 scut. ° N T.S. Q GUTING DEAD O.G er: KV m cwc, °r. LFS s 1 FIXED FRAME oa wwc xG; ° FL— 149182 0 s¢cr 5 or 5 V BILL OF MATERIALS REM DESCRIPTION MATERIAL 1 MAIN FRAME WITH NAILING FIN BY SILVERLINE N2902' VINYL 2 GLAZING BEAD BY SILVERLINE N2217' VINYL 3 H8 X 7' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK (SG >= 0.421>= 0.42 WOOD B MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/4"MAX. SHIM SPACE 10 fl8 X 1-1/2" PPH SMS STEEL I I I/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.42 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERLINE N2922' VINYL 211512017 Florida Building Code Online 1 r Professional Regulation r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida re Product Approval eyy USER Public User f`r72spaNi atm Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ] Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer A Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:/AAfww.floridabui lding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgLLZRj59p/o2fD rx23O0PLxr2KH VtY2g3rp/o2bl %2fkKQkbg8iygGAAp/o3d°/*3d 1/5 2/152017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Equiv FL 14918 R3 Equiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 00 Pagel/ 20 0, FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.odf https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2tDrx2300PLxr2KHVtY2g3r%2b1%2tkKQkbg8iy9GAA%3d%3d 215 2/15t2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.6.pdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.pdf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/ 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.3df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact' Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.10.3df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FU4918 R3 II Inst 14918.1i.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https:ltwww.floridabuilding.orgtpr/pr app_ol.aspx?param=wGEVXQwtDquZRj59%2fDrx2300P1xr2KHVtY2g3r%2bl%2fkKQkbg8iygGAA%3d%3d 3/5 2115t2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https:ltwww.foridabuilding.orglprlpr_app ol.aspx?param=wGEVXQwtDgLZRj59%2fDrx23O0PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%aid%3d 415 2/15/2017 Florida Building Code Online 14918.20 ht.053/3953 Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Go to Page Installation Instructions FL14918 R3 II Inst 14918.20.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R3 AE Eval 14918.20.Ddf Created by Independent Third Party: Yes Back Next 0 0 Pagel/ 2 0 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: eh Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 515 Silvefflhe"" r4lbYAndersen WINDOWS•DOORS SERIES 2900/4900 — MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014( Florida Building Code (FBC( structural requirements excluding the "High Velocity Huaicone Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. 4• For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5, Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET I DESCRIIFT10N I Typical elevation. design pressures S general notes 2 Horizontal d vertical cross sections 3 Horizontal a verlical cross sections 4 Buck d home anchwring 5 Bit of materials, glazing detail 1 components FLANGE WIDTH 12.0' MAX. OVERALL FRAME WIDTH 0 0 rM V, W z s LL O O O f a b n i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME- D.L.O. = POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION.. TYPE 72.98" x 74.98' 72.0" x 74.0" 67.0" x 69.0" G1 50.0 50.0 L. 11/09/11 LE; N. T. S. BY: KV L a,. LFS I*= .0, FL-149 78.8 a 1 OF 5 If,i o N 3 lllllll Z o n a v m 1 liiim, v i N z u z°uzmu 9oiavlhmo: aLi3 v O d 7 aEE e2--- Ad ct 08 2 3 4 EXTERIOR INTERIOR a o 2 3 3 0 aa a 1-1(4"MIN. rru EMB. TYP. L W O Q VI ct INTERIOR 2 v• o D v OD J ON f J oAIE: I 1 /09/ 11 = sc. N.T.S. i EXTERIOR owo. BY: hV m 1 HORIZONTAL CROSS SECTION 8 / 2 \ VERTICAL CROSS SECTION cwc. BY: LFS ; auwwc No: 2 2 FL-14918.8 0 SKECT _L 0/ 5 I•I/4' MIN. EMB. TYP. OHORIZONTAL CROSS SECTION 3 Shown w/IX sub -buck VERTICAL CROSS SECTION 3 Optional mosoruy sill NIERIOR QERIOR EXTERIOR I 2 VERTICAL CROSS SECTION 3 Shown w/IX sub -buck N EXTERIOR 11 11 INTERIOR 4% is gi o;J_Zn z Q':O ow Z oil E Em z m a u 96 oa mCia o E oz c .Lo 1 is LT -w g — r' 4 1 VERTICAL CROSS SECTION Optional masonry sill 0 A uN W a DATE. 1 1 09 1 1 SDALE: N T.S. DWG Ere: KV au or: LFS rowrwc NO. FL— 14918.8 91LEI 3 N 2 V 22.5" MAX. I r 2X BUC MASONRY OPENING BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge dislonce to mortar joints 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to moriarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW W TAPCON 1/4" 1.1/4" ELCO 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. )"end distance, d I" o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCK FRAME MASONRY OPENING IX BUC FRA MASONRY OPENING O.C. ITYP) 1I I . 6" I (IYP.) I I 3 TYP. o TB MASONRY SILL 19 MASONRY SILL I v FRAME ANCHORING MUCK I S' MAX. O.C. (TIP.) ---1-- __I r_ 6" TYP.) FRAME ANCHORING IX BUCK In iZ Mn N z o n m a H .. z m e O G z g t0 C W ur oa C 0oZ cW E. 1 1/09/1 1 = LE. N T S. By KV m e: LFS s r INC NO,: FL-14918.E o Er a of 5 V OF MATERIALS ITEM DESCRIPTION MATERIAL I MAIN FRAME BY SILVERLINE k52-2151• VINYL 2 GLAZING BEAD BY SILVERLINE N52-2217• VINYL 3 N 10 X 2-1 /2' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 2X BUCK SSG>=0.42) WOOD B MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/4" MAX. SHIM SPACE I 1 I/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 17 1X BUCK WOOD 18 1/4" X 3-I/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 19 I/4" X 2-I/4" HWH ELCO OR ITW CONCRETE SCREW STEEL N O N c n N: d Z`rm z 6aV-'• ,,j 3/4"OVERALL 'i N > 13 THK. GLASS '''lll * K1, P `• z c m d O 14 g 5/32' ANNEALED + E a z m u t0 C W iv [i u p oa Il^1 a N maa AIR SPACE 6 oz 5/32 ANNEALED ' 'c 1 I 3d 1/7' GLASS BITE z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GI GIAIING DETAIL z o "z O ^az a W m FU U t OaELt u o Jou m a a m 2.95' ti0o N O Fz a u c] W i 0 1 0 ] O F4 Z O O UZ WE: 1 I 09/ 11GLAZINGBEAD z srwu: N.1. Srj 5 owc BY: KV m cmx. er: LFS ? O MAIN FRAME ognwwc FL- 14918.8 0N s;- 5 . 5 0 BILL 2/15/2017 Florida Building Code Online rC :. . BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff I BCIS Site Map i Links I Search dba r Product Approval USER: Public User r lAfam Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail 1OFFICE OF THE FL # FL6067-R6 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/ Phone/Email One Sllverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp. com Authorized Signature Craig Calderone rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6067 R6 COI Certificate of R6COICertificateofIndependenceDddf 1710. 5.3 Product Approval Method Method 2 Option B https:// w.vw.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQqEY%3d 1/4 2/15/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 summary of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST Product Offerinq.pdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL6067 R6 AE EVAL Product Offering,pdf Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring FL6067 R6 AE Eval 6067.2.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring FL6067 R6 AE EVAL 6067.3.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring FL6067 R6 AE EVAL 6067.4.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact' non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%3d 2/4 2/15/2017 Florida Building Code Online wind-borne debris protection this product complies with FL6067 R6 AE EVAL 6067.5.odf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.6.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact' for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.7,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.7.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact' for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ' requiring FL6067 R6 AE EVAL 6067.8.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion "Impact' for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R6 II INST 6067.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in the "HVHZ' requiring wind-borne FL6067 R6 AE EVAL 6067.9.pdf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Back Next https.//www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQtjEY%3d 314 2/15/2017 Florida Building Code Online 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 https://www.floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98M UAeEljQq EY%3d 4/4 Silvefflne" byAndersen r4l WINDOWS •DOOR S 2724 STRUCTURAL BEAM MULLION IMPACT' GENERAL NOTES: I. This product has been evaluated and is in compliance with the 5th Edition (2014) Horido Budding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind borne debris protection, this product complies with Seciton 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2. 3. Wood bucks by others. must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to base material shag be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 6. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. B. Mullion design pressure rating, see load rating table sheets 2 and 3 of this droving. 9. The design pressure rating of the assembly shall be the lesser of the toad capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. TABLE OF CONTENTS SHEET/ DESCRIPTION 1 Typical elevations d genefcd notes 2 2724 mullion lood table for concrete screw anchas 3 2724 mullion load table for wood screw anchors 4 2724 mullion section dimensions & anchoring MAX. COMBINED DIMENSION IS 104" WI— {Ir W2 I MAX. COMBINED DIMENSION IS 104' Wl--ir W2 — GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT 0 L MAX. COMBINED _ DIMENSION IS 104" W I —i r— w2 MAX. COMBINED DIMENSION IS 104" —I WI--{r—W2--{ I I Z a z 0 If 1 GLAZING GLAZING PRODUCT PRODUCTIGLAZINGGLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval. 2/ 10 09 srxe N.T.S. m+c Br: DWS a1K BY: LFS FL-6067.4 1 or 4 SILVERL/NE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TG.s'- TRIBUTARY WIDTH 2•" 30" 37' 34" 36" 36'• Q.42" 44"46" 1.S0"67, 88.2 830 784 744 70.9 677 64.8 62.2 598 57.5 554 534 516 960 904 85.5 81 1 77.3 739 70.7 678 65 1 62.6 604 582 562 1000 987 934 887 84 5 807 77.2 74.1 71.1 684 659 636 61.4 100.0 100.0 1000 972 926 88 4 846 81.1 T7 9 74.9 72.1 696 67.2 66" 100 0 1000 1000 1000 1000 97 1 92.9 890 855 82.2 792 76.4 73.7 64" 1000 1000 1000 1000 100.0 100.0 999 965 933 902 87.1 840 61.1 67' 1000 100 0 1000 1000 100.0 1000 100 0 100 0 97 1 939 91.0 882 856 60" 1000 1000 1000 1000 100 0 10o.0 10o 0 1000 1000 97.8 9.47 91.8 891 56" 1000 1 1000 1000 100.0 100.0 100.0 100.0 1000 100 0 1000 988 957 928 56" 1000 1000 1000 100.0 100.0 1000 100.0 100.0 100 0 1000 100.0 999 969 64" 1000 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 1000 m 67' 100.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1 100.0 50" 1000 1000 1000 1000 1000 1000 1000 1000 100.0 1000 1000 1000 100 0 ZIZI N" 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 1000 1000 1000 1000 48" 1000 100.0 1 1000 100 0 Iwo 100.0 100.0 100 0 I w 0 1000 1000 100.0 1000 3F 44" 1000 1000 1000 1000 1000 1000 1000 1 100 0 100.0 100.0 1000 100.0 1000 47, 1000 100 0 1000 1000 1 1000 1000 100.0 1000 I W 0 1 1000 100 0 100 0 1000 W. 100.0 1000 1000 1000 100.0 10o 0 10o 0 100.0 1000 1000 1000 1000 1000 36'• 1000 100.0 100.0 1000 1000 1000 10o 0 1000 1000 1000 I00 0 1000 100 0 36" 1000 Iwo 1000 1000 1000 W0.0 100.0 1000 100.0 1000 100 0 1 100.0 100.0 U.. 100 0 1000 1000 100.0 100.0 1000 100.0 1000 100.0 1000 I w 0 1000 1 1000 37' 1000 100.0 100.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 100 0 30" 1000 100 0 1000 1000 1000 1000 1000 100 0 100 0 100 0 100.0 1000 100 0 26" 100.0 100.0 1000 1000 1000 100.0 100.0 1000 1000 1000 100.0 1000 100.0 261, 100 0 100 0 1000 100 0 100 0 10o o 100.0 1000 100 0 1000 1000 1000 1. 0 24" 150 0 1000 1000 100 0 100 0 1000 1000 1000 1000 1000 1000 1000 100 0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN REFERENCE TIIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF DIE TABLE, LOCATE IIIE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ IIIE MULLION LOAD RAZING GIVEN IN PSF THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE 0 0o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING. 0 I. SUBSTITUTE (I FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCTJoAPPROVAL. 0 2. SUBSTITUTE JB-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.0 MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE, A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIOA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF IHE MULLION BY SILVERIINE CAN BE USED IN THIS FASHION. i-- WI -J{- W2 II IIF- a I GLAZING GLAZING PRODUCT II PRODUCT au J XJQ IMuu 1. 1 W0. ci om 1111 11111 u H yv V V Z g oZmryctm c ug 960 m a 0, O i 0? WJa TRIBUTARY WIDTH = W 1 + W2 2 i-W1 _1I W2 I GLAZING GLAZING PRODUCT PRODUCT GLAZING z I PRODUCT o J 1 E N.T.S DWS e, LFS vwc NO FL-6067.4 2 or 4 S/LVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 2tl" 30" 32" 34" 36" 1.. 40'• 47• M.. W 'w. 1.. 67, 74" 882 830 784 744 709 67.7 64.8 62.2 598 575 564 53.4 51.6 7r 960 90.4 555 81.1 77 3 739 707 678 65 1 626 604 582 50 2 70'• 1000 9e 7 934 887 845 807 77.2 74.1 71.1 684 65.9 636 61.4 000 1000 1000 972 92.6 88.4 64.6 el 1 779 749 72 1 696 67.2 1000 1000 1000 1000 1000 97.1 929 590 855 822 79.2 764 737 µ" 100 0 1000 1000 1000 1000 1000 1000 980 94.1 905 87 1 840 e1.1 67' 100 0 100 0 100.0 1000 100 0 100.0 1000 1 1000 1000 1 982 94 I 1 90.3 866 69" 1000 1000 100.0 1000 1000 1000 1000 1000 1000 1000 1000 964 92.7 6r 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 992 f60• 1000 100.0 1000 1000 too 0 1000 100.0 1000 100.0 1000 100.0 1000 1000 54" too 0 1000 100.0 1000 1000 100 0 1000 100 0 1000 1000 1000 100.0 100 0 y674 too 0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 Z 60" 1000 100.0 100 0 100.0 1000 1000 100.0 100.0 1000 1000 1000 1000 1000 O w. 1000 1000 1000 1000 1000 100 0 100.0 100 0 100.0 1000 1000 1000 100.0 4P' 1000 100.0 1000 100.0 1000 100.0 100.0 1000 1000 1000 1000 100.0 1000 f 44" 1000 100.0 1000 1000 1000 1 1000 1000 1 100.0 100.0 1 1000 1000 100.0 1000 42" 1000 1000 1000 I00 0 1000 1000 1000 1000 1000 1000 1000 100 0 1000 40" 1000 1000 1000 100.0 1000 1000 100.0 100.0 100.0 1000 1000 1000 100.0 3w 1000 1000 100.0 1000 1000 100.0 1000 1000 1000 1000 1000 100 0 1000 7•" I m 0 100 0 1000 100 0 1000 100.0 1000 1000 1000 1000 1000 1000 1000 34" 100.0 100.0 1000 100.0 1000 100.0 100.0 1000 1000 1000 100 0 100.0 100 0 37' 100 0 1000 1000 1000 100.0 1000 100.0 100.0 1000 too 0 1000 1000 1000 30" 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 1000 1000 100.0 1566 20" 100 0 100.0 100.0 100 0 100.0 too 0 100.0 100.0 100 0 too 0 100 0 too 0 0 2r too 0 100 o too.o tao 0 100.0 100 0 100 0 100.o tao 0 100.o tao.a tm.o 1005 24" 100 0 loco 100.0 100 0 100.0 1000 1000 1 1000 1000 100 0 100.0 1000 100 0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE IHE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDIII, READ THE MULLION LOAD RA71NG GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: mam I I SUBSTITUTE (1 FOR 1) 1/4 "-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. a o 2 SUBSTITUTE y8- 18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION 7HRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: NOT • A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH IHE WALL OF THE MULLION BY SILVERLINE CAN BE USED IN THIS FASHION. I- WWII --i i-- WW2 --i II 19III III zz GLAZING GLAZING a n I PRODUCT II PRODUCT 2 IIO J X O 11ui i V '. In Z o0 J O O 111t0% O MUN • J1 po uo2° m 4 9 o0OL maa e cc O ccc c'3a TRIBUTARY WIDTH WI + W2 2 I- W1-1I W2 I GLAZING GLAZING Z . PRODUCT PRODUCT GLAZING z li PRODUCT o J h LL_' J C 2: L-j Dr 0 o wJ j m= Z Q Q •I w m m m Z w oLn o 3 K < N wse N.T.S. DWG 6Y- OWS CNK Dr: LFS DRAWING NO.: FL-6067.4 v to 3 of 4 18) NIOx 1-1 /?'WOOD SCREWS 2X FRAMING Ld W ANCHOR TO 2X STUD OR TO 2X BUCK 1.14 0.375' -- M o 0 O F o r`i L MULLION ANCHOR BRACKET 2722 16063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING y m N 0 IJ 1_ 2724 MULLION 606346 ALUM) CONCRETE ( 4) 3/16-0 CONCRETE ANCHORS SEE ANCHOR SCHEDULEI ANCHOR TO MASONRY 4) 3/16- 0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE( v CONCRETE a, I 1 z IX BUCK W i f ED U U w I ANCHOR TO MASONRY THROUGH 1 X BUCK 225' 22S 225' o h fn N L MULLION ANCHOR BRACKET 50-2722 16063-16 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) n J:u " N• ci O PPS1) oa m U n .. l' e z o=\jEpm a Ng 9dra nI r maa v ac d E o z . 3a HORIZONTAL TRANSOM MULLION 2724.2724 OR 2728 UNDER SEPARATE APPROVAL) 8) N 10 X 3/4-- SELF -DRILLING SMS I I a II II NB X 3/4' U U\ \ SELF -DRILLING SMS VERTICAL MULLION ANCHOR MULLION TO MULLION AwwoN ANciToe wCILETALicTEw saEnmE AMCHOe Su"mrF EMSFDeLE/rt EDGe D1STANCe CEM-TO-Cim—ff p1mi SPACING omi E 10 PFH WOOD SCREW WOOD 1-3/a I' 1-1/1'r 110-16SELF-DR"G AM OF THREADS SHEET METAL SCREW S1Hi 1' I-T/S 0 Tom- comet Tur THtax.M DIE STEEL SMIRAFE 3/16'OPFH HOLLOW BLOCK 1-1/4' 1-1/2, 7 HBO KWIKCON e. CONCRETE 1-1/e 1.1? 70,,mt WUw ERAMM IS,G. - 0 421 STEEL CONFORMING TO ASTM A4S3. 16 GA..0060' MIN THICKNESS (h' - 33.000 PSL I. = 45.000 PSI) SHEET METAL SCREWS (SAE GRADE 5 MIN 1: HILTI KWIK-FLEX a ELCO DRRfLEX CONCRETE CONFORMING TO ACT 301 (3.000 N MIN I OR HOLLOW BLOCK CONFORMING TO ASTM C90 U= z z< r o m W c j ^ z U O IL, O Ln a a Br. DWS Ir LFS NWG NO FL - 6067.4 ET 4 OF 4 W15/2017 r Florida Building Code Online Professional Regulation DB PR HO_E ABOUT OBPR Q11PR DI1'1716O9 CO3'JTACT OBPA a r Product ApprovaldbUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@Jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@Jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v] Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. fl Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indeoendence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Equiv ASTM C1186 Equivalency Sicined.Ddf https://www.floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnU u47ogxmaH RnH II D4CXwhKRgKDf7RrxW wZsbgA*lo3d%3d 1/3 2 15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 II Install CemPlank Siding.odf FL13192 R4 II NOA 15-0122.04.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL131.92 R4 II Install HardiePlank Siding.pdf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.5 1 Prevail Lap Siding Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL13192 R4 11 ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 II Install HardieShingle Siding.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R4 II ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 II Install HardieShingle Siding,odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 II Install Prevail Lac) Sidina,odf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMLI.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.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: hc Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnH IID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardiePlank, I >o Lap Siding rN JamesHardie EFFECTIVE SEPTEIMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS`e PRODUCTS VisitwAviameshardiecomfor the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONET"' PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'" APPLIES TO YOUR LOCATION, VISIT WtMN.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: L CUTTING INSTRUCTIONS OUTDOORS INDOORS Storeflatandkeepdryandcoveredpriorto installation. Installing siding wet or 1 Position curing station so that wind Will blow dust away from user I Cut only using score and snap, or shears (manual, electric or pneumatic) saturated may result in shrinkage at bun and others in work rig area. 2. Use one of he following methods 2. Position cutting station in well -ventilated area joints. Car planks on edge. Protect CarryP9a. Best: i. Scorree and snap edges and corners from breakage. James ii. Shears (manual, electric or pneumatic) NIEVER use a power saw indoors Hardie is not responsible for damage b. Better: i. Dust reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade' saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum of the product. c. Good: i. Dust reducing circular saw with a HardieSlade saw blade only use for low to moderate cutting) Important Note For maximum protection (lowest respirable dust production), James Hardie recommends always using 'Best' -level cutting methods where feasible. NIOSH- approved respirators an be used in conjunction with above cutting practices io further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate curung method for your;ob requirements. If concern still exists about exposure levels or you do not comply with the above practices. you should always consult a qualified industrial hygienist or contact James Hardee or further information. GENERAL REQUIREMENTS: HardiePlank" lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap'' Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie products, such that they may remain in contact with standing water. water-resisirre barrier let -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24" o c. max For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie' Siding Products" at www.JamesHardie.com. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. INSTALLATION: JOINT TREATMENT One or more of the following joint treatment options Figure 2 Nail fine(If nail line is not are required by code (as referenced 20091RC stud present place R703. 3.2) I Itl(I fastener J A. Joint FlashingJames Hardie recommended) _` between top t' from top water- B. Caulking' (Caulking Is not recommended resistive Nail from bonier of plank) for ColorPlus for aesthetic reasons as the edge of plank Caulking and ColorPlus will weather differently. For the same reason, tiashiny do not caulk nail heads on HardieZone""" ColorPlus products.) HamiePlank'srning C. ' 11" jointer cover Install planks in moderate contact at burl joints water- resistwe 00 barrier o rastener Install a 1 114" starter stno to ensure a consistent plank angle leave appropnale gap between planks and trim. then caulk."' Note: Field painting over caulking may produce 3 sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWrap' Weather Barrier. consult James Hardie at 1-866-aHardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Haruiea products contain respirable crystalline silica..vhicN is mown to the State or California to cause cancer and is considered by IARC and NIOSH to oe a cause of cancer from some occupational sources. Breathing excessive amounts at reseirable silica dust can also rause a uisabling and potentially ratal lung disease callea silicosis, and has been linked with other diseases. Some 3tuoies suggest smoking may increase these nsxs During installation or handling: (1) work in outdoor areas Milli ample ventilahon;12) use fiber cement shears [or cutting or, where not feasible, use a HardieeladeI saw blade ano dust -reducing circular saw attached to a HEPA vacuum. (3) -warn others in the immeoiate area: (11)'Near a prooerly-fitted. NIOSH-aobroved dust mask or resoiratcr (eq. 1`I-95) in accordance with adolicaole government regulations and manulacturer instructions to further limit reseirable silica exposures. During clean-uo. use HEPA vacuums or we( cleanuo methods - never my sweep For « inher information• rerer to our instailation Instructions and Maienel Saiety Data Sheet available it .w•nv.jaineshardie.coin or by, -ailing I.000.9HARDIE (1-300-9a2-73a3). FAILURE TO ADHERE TO OUR WARNINGS. NISOS. AND IN$ TALLAIRON INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJILRY OR DEATH. 'try» HSIII) 9-Pth1 6/13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing r As required byIRC code min4'x4" V rn Min. %4" Do not caulk . in. 1 "-2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Nlasonry Z-Fla hung Mi 2" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Recommended in HZ10) FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlankv lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221 " HD x 2" long) 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing F & F Panelfasti nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). Stud z4m Figure 15 1. O.C. max I I 5 Z7' N.,Line Blind Nan 1 — ` later P.esisuve 1 1la' min Bamer Overlap FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 114" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221 " HD x 1-1/2" long)' Figure 16 stud Minimum overlap for Both Face and Blind Nailing min Vp- t ov 24" — O C. max. 1 1l4" min. overlap I o, I o0 l face nail l I l water -resistive barner Laminate sheet to be removed immediately after installation of each course for ColorPlus,9 products. When face nailing to OSS. planks must be no greater than 9 1/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements, and when considering alternative fastening options refer to James Hardie's Fechnlcal Bulletin USTB 17 - Fastening Tips for Hardiel"lanO Lap Siding. HSIII19-P214 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie'3 products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Budding Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. y 12 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). MIN` r countersunk, 0t fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING IDO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiea Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTiNI C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTN1 C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus" Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank* lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk Color matched caulks are available from your ColorPlus" product dealer. Treat all other non -factor/ cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAtMES HARDIE'3 SIDING AND TRIM PRODUCTS WITH COLORPLUS9 TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dr/, and free of any dust, dirt, or mildew Reprimng is normally not necessar/ 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage. application methods. and application temperature DO NOT caulk nail neads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 6/13 COVERAGE CHARPESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK° LAP SIDING WIDTH Sa 5 1/4 6 114 7 1/4 7 1/2 8 8 1/4 9 1/4 9 V2 12 If SO = 10o sq.ft.) exposure) 4 5 6 6 114 6 3/4 7 8 8 1/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITION. In accordance with ICC-ES Evaluation Report ESR-2290. HardiePlank@ lap siding is recognized as a suitable alternate m that specified in. the 2006.200932012 International Residential Code for One - and Tiro -Family Dwellings, and the 2006, 2009, 3 2012International Building Code,. HardiePlank lap siding is also recognized for aoplicauon in the following, City of Las Angeles Research Report No 24862. State of Florida listing FL.;889. Dade County. Florida VOA No. 02-0729.02, U S Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019 These documents should also be consulted for additional information concerning the suitability of this product for specific applications. 2013 James Hardie Budding Products All rights reserved. Additional Installation Information, TM, SM. and @ denote trademarks or registered trademarks of JamesHardieTechnologyLimited.—"lisaregisteredtrademark Warranties, and Warnings are available at A JamesHardieofJamesHardieTechnologyLimited. www.jameshardie.com v / Panelfast is a registered trademark of ET3F Fastening Systems, Inc. HS11119-P414 6/13 2115f2017 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map I Links I Search I b a r 0Product Approval USER: Public User 6 notsor wam Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13265-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer A Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Eauiv ASTM C1186FL13265R2ASTMC1186EquivalencySioned.pdfSioned.Ddf https://www.Iloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 II ER RIO-2554-15 Soffit wood metal.Ddf Approved for use outside HVHZ: Yes FL13265 R2 II Install HardieSoffit Panel.odf Impact Resistant: N/A FL13265 R2 II NOA 15-0122.04.Ddf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 0122.04. Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.Ddf 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: Z_ Credit Card Safe https://www.Aoridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 2/2 Florida Product Approval HardieSoffito Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieShin le"I 10. Siding JamesHardie g g STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 IM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS Visit wrrrw.iameshardie com for the most recent version. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE® INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WtA/W.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation. Installing siding wet or 1. Position cutting station so that wind will blow dust away from user 1. Cut only using shears (manual, electric or pneumatic). saturated may result in shrinkage at butt and others in working area 2. Position cutting station in well -ventilated area joints. Carry planks on edge. Protect 2. a. Use one of the following methods Best i Shears (manual, edges and corners from breakage. James9 equipped wb. Better i. Dust reducing circular saw equipped with ab. incurelecsaw NP/ER use a power saw indoors Hardie is not responsible for damage HardieBlade' saw blade and HEPA vacuum extraction NFIER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling c. Good: i. Oust reducing circular saw with a Hard:eBlade saw blade NFIER dry sweep — Use wet suppression or HEPA Vacuum of the product. only Use for low to moderate cutting) Important Note For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best' -level cutting methods where feasible. NIOSH• approved respirators can be used in conjunction with above cutting practices io further reduce dust exposures. Additional exposure information is available at wwiw.jameshardie com to help you determine the most appropriate cutting method for your job requirements If concern sail exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. sdwara GENERAL REQUIREMENTS: HardieShingle' siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap, Weather Barrier, a non -woven non -perforated housewrapr, which complies with building code requirements. When Installing James Hardie- products all clearance details in figs. 1,2.3,4,5,6 V must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete foundation 6' mint starter course Nlaintain a minimum 1" - 2" clearance bebrleen James Hardie" products and paths, steps and driveways. Figure 2 on Harotewrao-vveatner darner, consult Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 3 water siding resistive 1 barrier deck material 1'- 2'mi roist Ilashmg ledger 91— — t 1.866 Hardie or ww wf hardiewrao.com At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum t" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST James Hardie 3 products contain respirable crystalline silica. which is known to the State of California to cause cancer inn is considered by IARC and NIOSH to be i cause of cancer from some occudational sources. Breathing excessive amounts of respirable silica oust can also cause 3 disabling and potentially, fatal lung disease called silicosis. and has been linked w1h other oiseases Some studies suggest smoking may increase these risks. During installation at handling: (1) work in outdoor areas with ample ventilation: (2) use fiber cement shears for cutting or, where not feasible, use a HamieBlane3 saw blade and dust -reducing circular saw attached to a HEPA vacuum: (3) :rarn others in the immediate area: W) wear a properly -fitted, NIOSH-3dbroved dust mask or resoirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further liimt respirable silica exposures. During clean-uo, use HEPA vacuums or wet cleanup methods -never dry sweep For further information, refer to our installation Instructions and Nlatenal Safety Data Sheet 3vadoote at mvw.jamesherdie ram or by calling i-80O.9HARDIE 6-800.9a2.73,Q. FAILURE TO ADHERE TO OUR WARNINGS, NISDS. AND INSTALLA 11CNINSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. -mrab HS11t212115 6/13 Maintain a 1/4" clearance between the bottom of James HardieO products and horizontal flashing. Do not caulk gap. Figure 5 siding Do not 114' gap Caulk Fflashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 6 i l i, r ' r/•• siding r 9 1 fascia gutter and end cap Figure 7 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing st'^a:nmg it , details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, Install a kickout to deflect water Self-r away from the siding. tnves memhrm. nmffq It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed onnedge in place, and then come back to Install the kickout. Map Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 . ".. flashing shall be a min, of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100* - 1 10* to maximize water deflection TRIM CONSIDERATION: Minimum 1 " trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). Fiaure aA Fiaure 8C BLOCKED PENETRATIONS Penetrations such as hose bibs and holes I Y2" or larger such as dryer vents should have a block of trim around point of penetration. GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16 to both the left and the right of the center line and snap a caulk line 3) Ibleasure up 2" if you are off a roof line or %" if you are starting above a band board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 /a" Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately YV above Key ways 5 per full panel Center Nail can be either one of the keyways. Stay by keyway to avoid shiners) (EX1) Blue Dots show nail placement 8) Measure up 7" with straight and 6" with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1/8" Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9 ftnocenter ofgaole: Figure 10 iy3' starterslnp- Figure 11 g snap a Cnalk one M,^ Ite sure to M11,1111 eetSnap Chalk fne Siup chalk line. i6' tram C' earalxG at rf une 15Y' Imm bona" center to the felt and right tuld7at han:alNl umr al starter course Y! Figure 12 Figure 13 Second row oegms'It Figure 14 First shmg!e goes on renter Mark fine snap Qtatk line i" far left ,'nol, 'ine snao 4131k :ute 7' anove lu,t con Ia anove sxato rmv, for ttu a my nn7ms at second rav at ,tvntpes tram row nl ;hmglus right rnalk'me 7 in I I I dr'+' starer course in line vnlh stoner strip use left user and nevi oteces, vmete necessam to sa in cooa;ue ride Panels can also be installed direct to stud up to 24"0C. Note: Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121_ P2/5 8/13 AZ >o. HARDIESHINGLE" STAGGERED EDGE PANELS INSTALLATION 1/8"min. 16"or24" Trim gap for o.c water -resistive Fastener Requirements Figure 15 caulk -1 ~I banner 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening Steps 1.4 HardieShingle' Staggered Edge Panels to both framing and to 7/16" thick APA I I 1 I I I rated sheathing. I I I HardieShingle• Staggered Edge Panel Installation I DO NOT NAIL THROUGH 6- Install HardieShinglem panels with joints butted in moderate contact. Due to15 _ _ overlapping of the joints, caulk is not required except where panels abut trim panes 3/8" boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlank"' lap siding -- starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or any horizontal surface. leave 1/4" gap between bottom of siding and flashing. second I3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course course position nails on nail line and secure into framing along the wall. Only when application is to minimum 7116" thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o c. Allow 3/8" from panel edges cavity (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). steps s a 6 This is to prevent pattern repetition. Repeat step 3 1/8' min. gap for caulk sheathing I II e trim first panel 8 114" 1 y, to hit center of HardiePlank' starter furthest stud lap siding strip 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third I 6„ I I course L_____ 1 I Note: For aesthetic purposes you may trim - - second I 6' I 1 the bottom of the panel to create a straight _ course edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) -- -- Figure 16 IF 1/4" gap Do not caulk. r band board HARDIESHINGLE° STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE° STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steos 1- 4 Figure 16 Sleos 5 3 6 Trim 1/8" min 16" or 24" yl water -resistive 1/8" min. gap for — O C. barrier gap for caulk I caulk I II II I II II I DO NOT HAIL THROUGH 7" THISAREA I + parts sheathing II11 I 15-1/4 panel; 1 A_ second / trim first panel 8Y." I course to hit center of HardiePlank' starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges HARDIESHINGLE STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 43, based on maximum 7" exposure HS11121_P315 6/13 HARDIESHINGLE"INDIVIDUAL SHINGLE INSTALLATION HardieShingleO Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick sheathing. Fastener Requirements 0 091 " x 0 221 " HD x 1 1/2" or 0. 121 " x 0.371 " HD x 1 114"long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing HardieShingle° Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels --tabouttrimboards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 19). 15- 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank° shirr siding starter course. l 2) Install first shingle from the end abutting trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course, leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. Figure 18 Trim 1/8' min. I 16" or 24" ,,,rater -resistive o.c. ..,e, HARDIESHINGLEE'INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sldewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 HARDIESHINGLEIIHALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShinglea Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShinglea panels with joints butted in moderate contact. Due to 15-1 /4" shingle1 f - 7" max exposure Figure 20 overlapping of the joints, caulk is not required except where panels abutt 1/8 gap trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. caulk 1) Install a 1- 1/4" starter strip, then install a 8-1/4" wide HardiePlank lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as 15 1/4" needed. Butt the cut end into trim as shown (figs 20). When Installing shingles over a band board or any horizontal surface, leave 1/4" gap between Lbottomofsidingandflashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. a) Start the second course, by removing the equivalent of one full stud cavity 16" or 24" OC), again abutting the cut end into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3 5) Start the third coarse, by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired "height is reached. HARDIESHINGLE HALF -ROUND PANEL COVERAGE postion nails on nail line a 8%" 1 Y- minimum 3/8" from edge HardiePlank' starter lap siding strip AInstall with the widest part of the shingle placed downwards tnm board position nails into framing througn previous courses t Only when application is to minimum 7/16" thick APA rated sheathing, position nails spaced a maximum 13 314" o c. Allow 318" from panel edges Panels for sldewall applications are available in 48" lengths Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' space shingles max 1/4" apart eave a min. lap f 1-1/2" between lints in succesrve ourse 1 1/4" starter strip 8-1/4" HardiePlank' lap siding HS11t2t_P4/5 6/13 A/ >O, CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced Inside corner. minimum (1 ") thick trim WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetr installation instructions and local building codes. Where windows or doors are in opening and using the resulting piece may throw off the spacing above the break Figure GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardieo products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie' products must be painted within 180 days for primed product and 90 countersunk, days for unprimed. In addition non ColorPlus' product versions of HardieShingle' Siding fill & add nail require a field applied prime coat. 100% acrylic primers and topcoats are snug flush DO NOT DO NOT recommended. Do not paint when wet. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. ations shall be installed in accordance with the component manufacturer's written stalled, continue the application of siding as if the wall is complete. Triming for the PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING COLORPLUS9 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle" siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIER SIDING AND TRIM PRODUCTS WITH COLORPLUS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie° Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOGNMON: In accordance with ICC-ES Evaluation Report ESR-2290, HardieShingle lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 Intemauonal Residential Code for One- and Two -Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardieShingle lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729 02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223.93-M. and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applicafions v 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.lameshardie.com for Additional a TM, SM. and denote trademarks or registered trademarks of Product Information and Availability, J a mes Ha rd ie James Hardie Technology Limited. u is a registered Installation Information, Warnings, and Warranties trademark of James Hardie Technology Limited.91 HS11121 _P5/5 6/13 2/15/2017 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats d Facts Publications I FBC Staff BCIS Site Map I Links I Search dbapr Product Approval IUSER Public User LRr o Y pY m Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail SECRETARY FL # FL12194 R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC Q4 T4 Soffits.pdf Standard AAMA 1402 Year 1986 https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf 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. Copvnoht 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 ofnce 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: LRWAI Credit Card Safe https:IANww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2fiCXzYpyxA%3d%3d 2(2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Aluminum Coils, Inc. Evaluation Report A13360.02.09-R2 5001 West Knox Street FL12194-112 Tampa, FL 33634 Date of Issuance: 02/26/2009 Revision 2: 06/23/2015 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. The product described herein has been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. 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. TrinityJERD 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a 16-page Appendix. Prepared by: 0,t111trtr",— g—. : OF zrif -' The facsimile seal appearing was authorized by Robert Niemmen, Robert J.M. Nieminen, P.E.%s'• vim:; P E on 06/23/2015. This does not serve as an electronically signed 6`y :^„;,.• document Signed, sealed hardcopies have been transmitted to the Florida Registration No. 59166, Florida DCA ANE1983 Product Approval Administrator and to the named client. n,r,s CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I 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. QOTRINITYIERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: Ent Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections. The reported net free ventilation areas are 22.3 inZ/ft for the 16-inch 'full vent' configuration, 11.1 inZ/ft for the 16-inch 'center vent' configuration, 12.5 inZ/ft for the 12-inch 'full vent' configuration or 4.2 inZ/ft for the 12-inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD 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 FBC HVHZ jurisdictions. 5.3 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7- 10. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GCp, = ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (KZ, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report A13360.02.09-112 Certificate of Authorization #9503 FL12194-R2 Revision 2: 06/23/2015 Page 2 of 3 TRINITYJERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. H. MANUFACTURING PLANTS: Contact the noted CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09-R2 Certificate of Authorization #9503 FL12194-R2 Revision 2: 06/23/2015 Page 3 of 3 238" T- CHANNEL (3/8"1 ALUMINUM 0.01651, nominal thickness Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 18" BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. TRINITYJERD 2.625 REF. 50 TYP. 000000 00000 000000 00000 000000 00000 WID [HNFR PAiIFRN ( 41 C i Fl LOUVERS FORMED W SAME OIRECnoN AS RIBS) Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Niemmen, PE-59166 I TRINITY I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 QOTRINITYIERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2-3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4-5 A-3 4 12 J-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11-12 B-4 8 16 1-Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13-14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GCp, _ + 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to "NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height. whichever is smaller. but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7-10. 6 7. For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-112 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 QOTRINITYIERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & fascia Cap . Wall Side Eave Side F-Channel Soffit Fascia Cap System Max. Span MDP Max. Max. Max. No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. 1Y.-inch 3/8-inch head One (1) min. long x 0.072-inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8-inch 16" o c. diameter x min. 36" o.c 40.0 min. 1.25-inch crown staple 3/16-inch head embedment diameter trim nail One (1) Min. One (1) min. 1%-inch Concrete 0.097-inch One min. 1 Ion x0.072-inchg 2. 12 or CMU diameter T-nail 24" o.c. Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o c. 40.0 block or stub -nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedment Min. 3/3" head dia. nail with min. 1W' engagement(for wood subacrace) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagemenc(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood, Conc.... or Block W FASCIA LIP* 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization a9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 2 of 14 QOTRINITYIERD Table A -la: System No. 1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 O<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30<h<40 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50<h<60 5 OK OK OK NO NO NO NO Table A-1b: System No. 1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO 5 OK OK NO NO NO ' 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A-1c: System No. 1 & 2 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO I NO Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 3 of 14 TRINITY I ERD TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap System Max. Span MOP Max. Max. Max. No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) Three (3) min. One (1) min. I%- Y x Y-inch One (1) min. % x inch long x 0.072- 48.0 3. 12 Wood crown staples 24" o.c. Wood Y.-inch crown 8" o.c. inch diameter x 48" o.c. 64.2 in a diamond staple min. A -inch head pattern I I diameter trim nail SOFFIT STAPLE 3/4' x 1/4' OPEN RAFTER 1II I DIAMOND PATTERN DETAI CROWN STAPLES mmI I USING A DIAMOND srwa.cs i PATTERN FACIA BOARD i i FASCIA CAP 3/4- x 1 /4- CROWN 1 _3/4' TRIM NNL FACIA BOARD Er STAPLE 'a' ON CENTER PAINTED S.S. 1-3/4- TRIM NAIL CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE NAILING FLANGE UP OR O.C. 3/4' x 1/4- DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFFTT suasTRATE SOFFIT FASCIA D ETAI L Table A-2a: System No. 3 - Exposure B Eave Height(ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 1 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK I OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 49503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 4 of 14 QOTRINITYIERD Table A-2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 0<h<15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20<h<30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK OK OK NO NO 30<h<40 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO I NO NO Table A-2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK 0<h<15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15<h<20 5 OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO .. 4 OK OK OK OK OK OK NO 40<h<50 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50<h<60 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 5 of 14 TRINITY I ERD TABLE A-3: 12-inch Span,1-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to 1-Channel Soffit Fascia Cap Max. Max. Max. Max. Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) One (1) One (1) min. 1Y.- Three (3) min. k8 x One (1) inch long x min. %x Y- A -inch min. %x 0.072-inch 48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood Y.-inch 8" o.c. diameter x min. 48" o.c. 64.2staplesina3/8-inch crown Y-inch head diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER 31n, MM SOFFIT STAPLE olsT DIAMOND PATTERN I 1DETAIL 11 U LCROWNFACIABOARDsz4 T sr 3/ 4- E -24-ON CND PATTERN I FASCIA CAP CHANNEL 3/ 4- X 1 /4- CROWN PAIN STAPLE - 8- ON CENTER PAINTED S.S. TRIM NAIL FACIA BOARD 1- 3/4- TRIM NAIL aerewea co so(Cic wI th one(11 MB x PANTED S.S. 48' FASCIA CAP 1/ 2• x l/9- head O.C. 3/ 4• X 1/4• diameter screw, CROWN STAPLE 16- O.C. SOFFIT — max. 12-inch span SOFFIT SOFFIT & FASCIA WOOD OR BLOCK SUBSTRATE D ETAI L Table A-3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 200 0< h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30< h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40< h<50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50< h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK I OK NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 6 of 14 TRINITY I ERD Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 0<h<15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 0<h<15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15<h<20 5 OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 7 of 14 TRINITY I ERD TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap System No. Max. Span inch) Substrate Substrate MDP psf) Fastener Max. Spacing Fastener Max. Spacing Fastener Max. Spacing One (1) min. 1%- 5. 16 Wood One (1) min. 3/8-inch head diameter nail, min. 1.25-inch 24" o.c. Wood One (1) min. 3/8 x 3/8-inch crown staple 16" o.c. inch long x 0.072- inch diameter x min. 3/16-inch head diameter 36" o.c. 25.6 embedment trim nail Min 3/8" heed dia. nail with min. 1!(" engagemonc(°or wood aubstraca) or min 0 097" din T-nail or stub nail with m:n. 5/8" engagemenc([or concrete or block aubacracr.), spaced ea no—d above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood. cone—r- or Block w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. IL -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Table B-la: System No. 5 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 4 OK OK OK 0 < h < 30 5 OK OK NO 30 < h < 40 4 OK OK OK 5 OK NO NO 40<h<50 4 OK OK NO 5 OK NO NO 50 < h < 60 4 OK OK NO 5 OK NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL32194-R2 Certificate of Authorization d9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 8 of 14 TRINITY I ERD TABLE B-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Fastener Max. Spacing Fastener Max. Spacing System Span MDP psf) No. inch) Substrate Fastener Spacing Substrate One (1) min. One (1) min. I%- Concrete 0.097-inch One (1) min. 3/8 inch long x 0.072- 6 16 or CMU diameter T-nail 24" o.c. Wood x 3/8-inch crown 16" o.c. inch diameter x inch 36" o c. 33.3 block or stub -nail, min. 5/8-inch staplemin. head diameter embedment trim nail tIin. 3/8" head dia. nail with min. 114" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" angagamenc([or concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrer.a or Block W FASCIA LIP 1/4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360 02.09-112 for FL32194-112 Revision 2: 06/23/2015 Appendix 2, Page 9 of 14 TRINITY I ERD Table 6-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0<h<30 4 OK OK OK OK OK 5 OK OK OK OK NO 30<h<40 4 OK OK OK OK NO 5 OK OK OK NO NO 40<h<50 4 OK OK OK OK NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK OK NO 5 OK OK NO NO NO Table B-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 4 OK OK NO NO 30<h<40 g OK NO NO NO 4 OK OK NO NO 40<h<50 5 OK NO NO NO 4 OK OK NO NO 50<h<60 5 NO NO NO NO Table B-2c: System No. 6 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 0<h<15 4 OK OK 5 OK NO 15<h<20 4 OK OK 5 OK NO 20<h<30 4 OK OK 5 NO NO 30<h<40 4 OK NO 5 NO NO 40<h<50 4 OK NO 5 NO NO 50<h<60 4 OK NO 5 NO NO Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization U9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-112 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 10 of 14 QOTRINITYIERD TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) Three (3) min. One (1) min. 1Y.- x %-inch One (1) min. % x inch long x 0.072- 27.0 7. 16 Wood crown staples 24" o.c. Wood Y.-inch crown 8" o.c. inch diameter x 48" o.c. 36.1 In a diamond staple min. Y-Inch head pattern diameter trim nail OPEN RAFTER 1 3/W sc M `, SOFFIT STAPLE DIAMOND PATTERN 3/4" X 1/4" i DETAIL11 CROWN STAPLES L-'.'IErvm.I USING A DIAMOND ion PATTERN I FACIA BOARD i r—n WAT Z— 3/4' X 1/4" CROWN 8" ON CENTER FACIA BOARD 1-3/4- TRIM NAIL STAPLE PAINTED S.S. 1-3/4' TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE NAILING FLANGE UP OR O.C. 3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT- 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT FASCIA D ETAI L Table B-3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 0<h<30 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 4 OK OK OK OK NO NO 50<h<60 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2- 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 11 of 14 QOTRINITYIERD Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK OK NO 15<h<20 4 OK OK OK OK 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK OK NO NO 30<h<40 4 OK OK OK NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Table 8-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15<h<20 4 OK OK OK 5 OK NO NO 4 OK OK NO 20<h<30 5 OK NO NO 4 OK OK NO 30<h<40 5 OK NO NO ' 40<h<50 4 OK OK NO 5 NO NO NO 50<h<60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 12 of 14 TRINITYJERD TABLE B-4: 16-inch Span, J-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side 1-Channel Soffit Fascia Cap Max. MDPMax. System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Fastener Spacing psf) Three (3) min. One (1) min. 1Y- Y.. x %-inch One (1) min.'/. x inch long x 0.072- 23.5 8. 16 Wood crown staples 24" o.c. Wood Y-inch crown 8" o.c. inch diameter x 48" o.c. 31.4 in a diamond staple min. Y.-inch head diameter trim nail pattern I I I I OPEN RAFTER 3/4' X 1/4" CROWN STAPLE '24' ON CENTER USINC A DIAMOND PATTERN CHANNEL 1 _3/4' TRIM NAILJ PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE FIT STAPLE r,: , SOFFIT I DIAMOND PATTERN 1 DETAIL FACIA BOARD 11 H VcT` M STAftCS A FASCIA CAP4S.S. 3/4- X 1/4- CROWNCIA BOARD STAPLE '8' ON CENTER 1PFASCIA CAP X 1/4- WN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table B-4a: System No. 8 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1s0 4 OK OK OK OK OK 0 < h < 30 5 OK OK OK NO NO 4 OK OK OK OK NO 30 < h < 40 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK OK NO 5 OK OK NO NO NO 4 OK OK OK NO NO 50<h<60 5 OK OK NO NO N Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization a9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 13 of 14 QOTRINITYIERD Table B-4b: System No. 8 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15 < h < 20 4 OK OK OK 5 OK NO NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO Table B-4c: System No. 8 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 5 OK NO0<h<15 4 OK OK 5 NO NO15<h<20 4 OK NO 5 NO NO20 < h < 30 4 OK NO 5 NO NO30 < h < 40 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50 < h < 60 Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 For FL12194-112 Revision 2: 06/23/2015 Appendix 2, Page 14 of 14 2/15/2017 Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map I Links Search I b a r 1 1!i USER:uub Approval a 11+/USER: Public Userd Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail P OFFICE OF THE FL # FL10124-1119 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.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 J 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 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 2016 01 COI Nieminen.pdf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 https://www.floridabuilding.orglprlpr_app_dtI.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 2/15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r- I Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL * Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.pdf 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. Copvnght 2007-2013 State of Florida.:: Pnvacy 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 Approva l Accepts: Credit Card Safe https.//www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 2/2 I TRINITY EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 49503 353 CHRISTIAN STREET, UNIT R13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-R17 FL10124-RlS Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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) ERD 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 IERD 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 tsnt,tr,,,r, Ji o—S?I'9S • tr' The facsimile Baal appearing was authorized by 4obert Nlemmen, i 110 N1,is;t• P.E.on03/31/2015 This dons not some a sin electronically signed document. Signed, sealed hvdcoples hive been transmitted to the atodua approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither TrinitylERO 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. J TRINITY i ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and 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. 2. STANDARDS: Section Propertv Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM 03462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507 2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: inw GAF (PDM 1915) PRI(T5T 5878) PRI (TST 5878) PRI(TST 5878) UL (TST 1740) UL [TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (T5T 1740) UL(TST 1740) UL (TST 1740) UL(TST 1740) U L (TST 1740) U L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U L (TST 1740) Exterior Research and Design,LLC. Certificate of Authorization #9503 Examination Letter of Equivalency ASTM 03462 ASTM D3462 Wind Driven Main ASTM 03462 ASTM D3462 TAS 107 ASTM 03462 ASTM 03161, TAS 107 ASTM D3161 ASTM 03462 ASTM 03161, TAS 107 ASTM D3161, TAS 107 ASTM D3161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM D3161 ASTM 03462 ASTM D3161 ASTM D3462 ASTM D3161 ASTM D3161, D3462 ASTM 03161, D3462 ASTM 03161, 03462 ASTM D3462 ASTM D3161, D3462 ASTM D3161 ASTM D3161 ASTM D3161 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM 03161, 03462 ASTM D3161, D3462 ASTM 03161, 03462 ASTM D3161, D7158, D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7158, D3462 ASTM 03161, 07158, D3462 ASTM 03462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7' 58, D3462 ASTM D3161, D7158, D3462 Reference Seal -A -Ridge Impact Resistant IR GAF-059-02-01 GAF-080-02-01 GAF-407-02-01 93NK6295 99NK43835 94NK9632 01NK06632 01NK9226 OINK37122 01NK37122 02NK12980 02NK30871 03CA5367 03NK26444 04NK13850 04NK13850 04NK30546 04 N K22009 04NK22OC9 05NK27924 05NK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 OBCA06100 07CAS5908 09CA10592 09CA06856 09NK06647 09CA27281 IOCA35554 10CA13686 10CA07264 10CA11953 1ONK11951 1ONK12070 OSCA06100 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/200D 03/29/2000 02/02/20C1 05/21/2001 12/18/20C1 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12/01/2006 12/27/2006 03/13/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2009 04/01/2008 03/26/2009 05/15/2CO9 08/01/2C09 08/27/2009 03/05/2010 05/15/2010 05/27/2010 10/29/2010 10/30/2010 11/04/2010 01/30/2010 Evaluation Report 01506.01.08-R17 FL10124-1115 Revision 17: 03/31/201S Page 2 of 5 J TRINITY I ERD Entity Examinatlon Reference Date UL (TST 1740) ASTM D3161,D7158,03462 1CCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM 03161,D7158,03462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161,D7158,03462 11CA48725 12/09/2011 UL, U.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013 UL, LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, L.I.C. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 9625) Quality Control Inspection Repor,, R21, Myerstown, PA 02/C6/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 96251 Quality Control Inspection Repor., R21, Michigan Cty, IN O2/19/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA O1/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, lVinneapolis, MN 02/16/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 UL, I.L.C. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 U4 LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis° WeatherMax°, Royal Sovereign-' and Sentinel° are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot°, Camelot* ll, Country Mansion' II, Grand Canyon', Grand Sequoia°, Grand Sequoia® IR, Monaco", Sienna*, Timberline American Harvest-', Timberline' ArmorShield'" II, Timberline° Natural Shadow", Timberline H01, Timberline° Cool Series, Timberline Ultra HDI and Woodland° are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline° Is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge' Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles and Timbertex° Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start° Starter Strip Shingles and Weather8locker" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, 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 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R9O5.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„a =150 mph (V,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V„a = 150 mph V t =194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R17 Certificate of Authorhation N95O3 FL10124-R15 Revision 17: 03/31/201S Page 3 of 5 TRINITYi ERD i 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. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF 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. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle In accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 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. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-Inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5- Sealant 17(292 inm) 1' Sollante 25 min) (25 min} Enduit cf6lancheit6 P<i •. N` `'I • :iidl !iiiy llliu',i71f__;=i a!; ` f...:.In Nail ( 305 mm) Ctavo 6 5//8" - 7 5/8' Clouor 160. 194 mm) 12- 305 nim) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R17 Certificate of Authorhation p9503 FL10124-RIS Revision 17: 03/31/2015 Page 4 of 5 TRINITY i ERD 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPl Gun Grade Polyurethane Sealant or Henkel Pl. Roofing and Flashing Sealant. 115. s ruam T• 1'152 25 corny ti:m €rduitd1dtcrchete t•i!Iary,q.-:;;r;:;.• r-r:.;,arti:i;Eis:;:iii i :.. NOR amt 1P guar y CS irxn) or 122a irrp tz gWS Inng 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements 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. B. 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 OA entity for information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1117 Certificate of Authorization #9503 FL10124-RlS Revision 17: 03/31/2015 Page S of 5 2/4512017 , Florida Building Code Online r BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts Publications FBC Staff BCIS Site Map I Links Search I Florida r USER Product Approval q rtp yY s Public User d LL o irn Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216- R2 , Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer InterWrap, Inc. Address/Phone/ Email 32923 Mission Way Mission, NON - US 00000 551) 574- 2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/ Email 32923 Mission Way Mission, NON - US 00000 778) 945- 2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/ Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminenpdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2. 3 1507.5. 3 1507.8. 3 1507.9. 3 https://www. floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 1/2 21,1512017 , Florida Building Code Online 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products f FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 fI 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2, Ddf 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 mall. If you have any questions, please contact 850.487. 1395. -Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W_i® Credit Card Safe https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhy12u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 212 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 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: RhinoRoof Underlayments LABELING: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 I ERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 tttr.tr,. The facsimile zeal appearing was authorized by Robert Nieminen, r - • ^ -•.' P E. on 04/2712015. This does not serve as an electronically signedJnr,n,i,rr.s document. 5itjned, sealed hardcopms have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: in!LN Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 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 or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoofU20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization N9503 FL35216-112 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-112 Revision 2: 04/27/2015 Page 3 of 3 2/15/2017 Florida Building Code Online rr BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff BCIS Site Map I Links I Search I db a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail I, OFFICE OF THE FL # FL16568-R1 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived j Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature lames Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COIR1COI CertOflndeopdf 1709.2 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFti4vGKu5UrT5vMEPb8ldbgiEG9GRM%2fuw%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL # Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 01 MMI-2 OffRidgeVent-ASTME330- Steel EVALREPORT.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 01 MMI-2 OffRidgeVent-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 02 MMI-2B OffRidgeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.Ddf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 02 MMI-2B OffRidgeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda 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 Approva l Accepts: 1-1 Credit Card Safe https://www.floridabui ldi ng.orglprlpr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU Ftl4vGKu5U rT5vM EPb8idbgi EG9GRM %2fuw%3d%3d 212 CBUCK Engineering Spencla",W Structurdl EngInek=rInq CBUCK, Inc. Certificote of Authorization a8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 S.— S..11.. El.--S.M L. SUc No 31242 * J v * r= cu_ STATE of oig,tift Signutl by 4mBs L. Bucknc,. i E. CBUCK, Inc. 2015.03.02 10:57:51-05-00- 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CSUCK Engtneerj^C) Ragpe rt No.: 15-1 MM2-St0RV-ER_14 Specldlty Structural E=j glri[erinq CBUCK, Inc. Certificate of Authorization a8064 Manufacturer: Product Name: Product Category Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CSUCK Engineering FL ti: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Spc2Gdlfiy Structural EnglneaerfnQ CBUCK, Inc. Certificate of Authorization a8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for aoolication outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization 4: QUA 1824). CBUCK E=ng1ne=er1nq FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials by Manufacturer): Ridge Vent: Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 CSUC G Eng1ne=ering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5tORV-ER_14 Page 5 of 7 SpPclaity Structural EngineL=rinq CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # AN 1916) CSUCK Engineering FL #: FL 16568.11111 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Speclaity Structural Engine erinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 5-1/2" Profile Drawings 18-1 /4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Y Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBCK EnglnserinC; Report No.: 15-1 -MM2-StORV-ER_14 of SpPcIa" Li St'rLJCftXc5l Engln6+erlr1Q CBUCK, Inc. Certificate of Authorization #80644 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. e dap\ e Ile 6 Ft. 8 Ft. \e 10 Ft. • 24" • Q i2~ Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws L FIELD REPORT PROJECT NAME: Ei96-+912 Pci,q CLIENT: PROJECT NO.: DATE: k7- LASS CONTRACTOR: . - i ODES WEATHER: zc's Q -slos e-'&' Se f -ff Cam; g er-, e- , a der- XX e ..v- 6)r- PL Gf las es Zv -7 x e-c-,(' 7 RTEG'S REPRESENTATIVE: THE RAAD - TANNOUS ENGINEERING GROUP, INC. 210 N. Goldenrod Road, • Suite B10 • Orlando, Florida 32807 Phone: (407) 382-2415 Fax: (407) 382-9625 FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 29, REAGAN POINTE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW FEMA.GOV THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007 CERTIFIED TO: DAVID WEEKLEY HOMES 33 G' 22" Oq 32 'P 23 Q• '` 4(1P(' 31ACT 30 0 37 25 t isTRACT B 2e 27 4 cay 9 2e 2 TRACT E 2802 GIPPER CIRCLE SANFORD, FLORIDA 32773 Site Benchmark Information- Benchmark Information- -Q #2 P.T. located on Lot 27 1 Set %a• Reber Seminole County Datum Elevation: 45.35' 8 Cap •LE1 7623' Fnd. Nail 8 Disk "LB 2108". Seminole County Control Point GPS name 0117, Elevation: 45.30' designation number 488120117. `i Elevations are based upon NAVD 88 Datum) 6$03 i Ii- # 2 635" C23 Fnd. Nail &Disk "LB 2108". Elevation: 45.91' taGti,, 1 2, tG a\ esl QQ sJa T rj' A (>-) 01 N. R. - Non -Radial m WV -Water Valve r WM - Water Meter OCO - Sanitary Stub Out Field Date: 1/31/2017 Date Completed: 2/1/2017 Drawn By: R S. File Number:IS-34188 FO Legend C Caltslated PC - Point of Qavetrae Centeline Fig- Pegs B Concrete Block PI • Point of Intersection CM Concrete Monument! P.O.B. - Point of Beginning Cones CannaeEe P.O.L. • Point on Una D Description PP - Power Poo DE Drainage Ecemerd PRM • Permanent Reference EsmL Easement Monument F. E.MA - Federal Ertwrpercy PT • Point of Tangency Menegement Agency R • Redkis FIFE Finished Floor Elevation Red. • Radial Fnd. Found RdC • Rebar & Cap IP Iron Pipe Rec. • Recovered L Length (Arc) Rfd • Roofed M Measured Sal • Set 'A" Reber d NISD Nall A Disk Reber Cap'LB 7623' N. R. Non -Racket Typ. - Typical ORB Official Remrtls Book UE • Utility Easement P Plat WM - Water Meter P B. Piet Book G • Delta (Central Angle) a Wood Fenoa 40- • Chain Link Fence 5a R=15.00 (P) L= 24.41'(P) A= 93° 13'44"(P) Chord Bearing= N 11029'43" E 21.80'(P)(M) C26 R= 2228.48'(P) tp L= 50.45'(P) ro'. Lp A=01017'49"(P) s Chord Bearing= S 56024'37" W 50.44'(P) o O y u'v), 0 2 Lot 28 o„ . p AO- ( 01 Witness Corner Comer Not Set zl Falls in Wall e A6• l G\ oyJ J Set '/ a• Reber Tract "I" ap " LB 7623" Landscape Buffer Common Area) L1 Graphic Scale N 58006'35" E 39.17'(P)(M) 10' z ' 40' Scale: 1 "=20' NOTES - Survey Is Based upon the Legal Description Supplied by Client Abutting Properties Deeds law NOT been Researched for Gaps, Overlaps and/or Hiatus Subject to any Easements and/or Restrictions of Record IBearing hash shown hereon. Is Assumed and Based upon the Une Denoted with a -BB-. Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership Is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Oralnfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Suiwy for Purposes other than Intended, Without Written Verification, Will at the Uset's Sole Risk and Without Liability to the Surveyor Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - NONE EPDoeuSlgned by: yu k IntAA4 B10ED63FCAE64EB. us and Correll to the Bast of my Knowledge and Belief as recently Sum der my Direction on the Onto Shown. Based on Information furnished to i Noted end Conforms to the Standards Of Practice for Lend Sure the State of Florida In acocdonce with Chapter 5J•17.052 Florida fminlstrative Codes. Purauent talon 472,027 Florida Stables. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. frelandsurveying.com Office- 407.678.3366 Fax407.320.8165 7 j APR 1 1 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ . 5774529'0o Job Address: (r/%P' C'iic l6 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Corr W__e G % E.a l r/l/% `jo/e /SO Gtz22/J 5,,ye e Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name )c l •G Z/G Phone: 7 — J'j— %%-7 Street: /1/:2 '/i S Fax: City, State Zip: CG 3el7 V State License No.: Gl''G'a f Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NO T i CE: 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 nmg. Signature of owner/Agent Date Sign ure of Con for/Agent Date Print D ne Agent's Name L/ ///'/' x Si of Notary-S f Florida Date/ Print Co 6r/Agent's Nani azure of Notary" -State of Florid D e R;;.1- CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES A it 2 . 20 0Owner/Agent is Personally Known t ,sa Mori 'a., C or/ ent is Personally Known to Me or Produced ID Type of 1D rroa - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUEST FOR TUG & PRE, POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: D P-1 aQ Project Name: RourIan5 Pot' c te Project Address: A1570 C5iPDr-r- c d-e- Building Permit #: 7 SAS Eledtrical-Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the j urisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the j urisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for Stich access to electrical panels to prevent energizing circuits other than those that are safe. G. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 9. TUG approval is for service and outside GFCY outlets only. 9. Check with the local jurisdiction for fees associated with tugs. ecuoe TdbufPrint L' aine of 0 erfrenant tgnatt o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: e Print N me- of Ge . Contractor Signat a of Gen. ontractor t151g3g1 Gen. Contractor License # CALLED INTO: c Progress Energy Rev. 02/10/15) riot Name =frttractor ignature of El. Contractor ECiruo mq :q El. Contractor License 4 Florida Power and Light on / / CITY OF SANFORD BUILDING & FIRE PREVENTION t PERMIT APPLICATION N " Application No: - q6q tt Documented Construction Value: S U _ Job OC 0Address:>_j_nWlf0_JApC Historic District: Yes No Parcel ID: ResidentiaLo Commercial Type of Work: New-0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: VX V1 U _l i IM PY , Title: Phone: 4U1-4S 5-3001 Fax:O-333.385.3 Email: YIV C`E'X;QJ,V. coy). \ Property Owner Information Name Phone: Street: _ ... Resident of property? City, State Zip: Cont'ractor Information / f Name L-k ' G Ar -Phone, `-t O -7- g rJ ' J Oct Street: (!)s 1 Cod tsco 13 ( Q )a" Fax: go-7- City, State Zip:5UA d f7k- State License No--0ACp3pLPJK Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. ! Signature of Owner/Agent Print Owner/Agent's Name Date of Contractor/Agent 6.J' --h9A1'0-:RL'-SSe) Print Contractor/Agent's Name Signature.of Notary -State of Florida Date Signature of No ry-State of Florida Date i"''•"%4 : CHERYL D AKERS it 1?4MY COMMISSION # FF998962 tndi- EXPIRES June 05, 2020 j99-0153 FloridallolarySemcexom Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 8 DEL -AIR1-888-831-2665 HEATING • AIR CONDITIONING David Weekley Homes 225 S. Westmonte Drive, Suite 3300 Altamonte Springs, FL 32714 Job Name: Lot 29 Reagan Pointe Sales Office (7510 plan) State Cert CAC032448 Date: February 14, 2017 Phone: 407-865-8210 Page 1 of 2 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-30 / R-38 — Vented Under Attic R- 7.0 - Block Walls R-19 / R-11 — Frame Wood, Exterior Windows —Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 ; U-Value = 0.55 SHGC = 0.43 Water Heater — 40 gallon Electric Eff: 0.94 FANS/FAN- LIGHT BASE PRICE ADD PRICE FOR PLAN NAME TONNAGE SEER COMBOS 75101 SALES OFFICE Lot 29 Reagan Pointe 7510) 3.0 14.00 4/0 6,850.00 Base House) Lot 29 Reagan Pointe 1.5 14.00 3,533.00SalesModel) TOTAL CONTRACT PRICE INCLUDING TAX -----> $10,383.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) month Equipment to be Carrier 14 SEER Heat Pump (F134 / CH 14NB) Pricing includes bath duct with (4) standard bath fans, (1) dryer vent box, (1) dryer venting through roof, (1) 7" range vent, (2) programmable thermostats (TH6320U1000DAG), and a 2- Zone Damper System. For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm — Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan greater than 1500cfm — Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials m".u' STATE 5.11 Cf )UIS('0 WAY Sanford. PI_ 32771 Ig117-1 3114-001. STATEWIDE 1-888-831-2665 4DEL-AIR State Cert CAC032448 HEATING • AIR CONDITIONING Job Name: Lot 29 Reagan Pointe Sales Office (7510 plan) Page 2 of 2 Ducting to be fiberglass flex system. Supply air outlets to be Metal Adjustable Grilles. Del -Air to provide supplies and returns per the hvac duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Platform by Builder. Warranty: Includes one year labor service by DEL -AIR. Parts & components warranty per manufacturer's limited warranty. Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. THIS PROPOSAL is made by Del -Air. to the party named herein only and is void if not accepted within _30_ days of the date hereof and, is further void, if after accepted, the party to which this proposal is made fails to pay any consideration in money or monies worth for the work proposed herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning and heating work set forth herein or any other air conditioning or heating work without the express written consent of an authorized representative of Del -Air. In the event Del -Air shall sustain any damages including attorney's fees for the unauthorized use of this Proposal, HVAC Load Analysis or the drawing contained herein, the party named herein agrees to pay any and all such damages and attorney's fees to Del -Air. Installation carries a one year labor warranty against defects in workmanship and materials, plus parts & components warranty per manufacturer's limited warranty. Warranty begins on date of equipment start up. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Our workers are fully covered by workman's compensation insurance. Harley Aldrich DEL AIR REPRESENTATIVE SIGNATURE AUTHORIZED SIGNER (print name) n\ u S 1' \"I'I. 1'I•:I( I. I I(' N l' \l'(17_'JJN 511 ( ()I)l4('0 %%AY tianlurd. PI..42771 4071 i(}.('OM. SIGNATURE DATE N.: A PR 19 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ®3 ODocumentedConstructionValue: $ / -7 0 Job Address: //C,2 Historic District: Yes NoR Parcel ID: Type of Work: NewO Addition r Description of Work: v -vc Residential Commercial 07 Alteration Repair Demo Change of Use Move v74_ 4 411 AS Plan Review Contact Person: 40 I/O10 V Title: Phone• 31/- 6'6. - *4/ 7 Fax: Name Street: City, State Zip: Email: gives Property Owner Information Phone: Resident of property? : Contractor Information Name Street: <- P_.SSG`ST.eAV City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: 07-341G -- 7 Fax: 4107 - 6i'S A06 7 State License No.: DS i6 -7 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. 1 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: 51h Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. e Ole I Z/-f / 7 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name Signature of DEBBIE BLANTON MY COMMISSION i F 178M EXPIRES: February 25. 2019 Bonded Thru Notary Public Underwriters 17 Owner/Agent is Personally Known to Me or Contractor/Agent is Personal) own to Me or Produced ID Type of ID Produced ID Type of ID / //, e r BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbin9K GasX1 Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of es: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbin - txtures Fi ermit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Subcontract Agreement This agreement is made on: 3/21 /2017 Contractor: Elfrink Custom Construction. Inc. 650 Kane Court Oviedo. FL 32 765 brand benreen and Subcontractor: All About Plumbing of Greater Orlando, Inc. 825 E. SR 434 Winter Springs, FL 32708 Subcontractor agrees to fiu•nish: skills. labor. materials. supplies and equipment to cornplete subcontracted work- at proiect: Bahama Breeze at 1540 Rinehart Road, Sanford. FL 32771 This work is to be pe{•jorrned in accordance n-ith all plans and specificarions, terms and conditions c?f arner's : IgreenrenttCorrtr•act dated: ht• and benreen Contractor and Owner: The following work is to be completed by: A. SCOPE OF WORK: Provide all labor and materials per your proposal dated 2/15/17 and per the construction drawings dated 1/6/17 ($138,450). Provide & install (5) grease traps ($35,000). Install Site Sanitary Sewer from curb -in ($4,200). Water Service from curb -in ($7,200). Dumpster PAYMENT: Drains ($2,600). All site gas piping to be included. Contractor hereby agrees to pay Subcontractor for full, faithful and prompt performance of this subcontract. the sum of; .. $187,450 One Hundred Eighty Seven Thousand, Four Hundred Fifty Dollars. 001100 Upon Contractor's receipt of all items required of Subcontractor. Contractor will pay Subcontractor within (30) days of receipt of Owner's payment. A signed and notarized lien waiver will be mailed by the Subcontractor to the Contractor: immediately upon receipt of payment. C. CO\'TRACT CHA\GES: Any changes to this contract amount or the scope of the work. must be agreed to in writing. Verbal change order(s) by either party are expressly forbidden. D. OWNER'S CONDITION& Subcontractor agrees to be bound by the same contract terms and conditions as the Contractor is obligated to the owner as far as they relate to performance by the Subcontractor. E. INSURAINCE: Subcontractor aL_rees to provide general liability and workmen's comp. certificates of insurance. with no subsidence exclusions, to Contractor, directly from their carrier. prior to any work or payment. F. LIEN RELEASE: Subcontractor agrees to certify to Contractor that all work completed with this agreement is free and clear of all claims. encumbrances and liens for labor. services or materials furnished. G. INDEMNIFICATION: Subcontractor shall indemnify and save harmless the Contractor and its officers and employees, from all claims. loss. damage, injury: costs and expenses of whatsoever kind or nature. (including attorneys fees). howsoever the same may be caused resulting directly or indirectly from the nature of the work covered by the Subcontractor and %vithOut limiting the generality of the forgoing, the same shall include injury or death to any person or persons and damage to any property, including. but not limited to. the Owner. It is hereby acknole t ti pa t rstand and agree to all the provisions of this agreement stated above. Signed: Signed: 4?G- dame:' a Name: Todd Faiello _ Date: 3 _4k % % Date: 3/21/2017 License/] 0571/,-/ 7 EN, laillJl.i lt ,i}u f lUf/1 r OrllM "'@ Wl/b' WI/r i 215 16 All About Plumbing of Greater Orlando, Inc 825 E SR 434 Winter Springs. FL 32708 407) 366-0067 allaboutplumbingodando@gmaii.com AIIAboutPlumbingof 0dando.com ADDRESS Elfrink Custom Construction 650 Kane Court Oviedo. FI 32765 ALL ABOUT SHIP TO Elfrink Custom Construction 650 Kane Court Oviedo. FI 32765 ESTIMATE # 1078 DATE 02/15/2017 Commercial Plumbing Estfmate:Scope of Work 1 0.00 All About Plumbing of Orlando agrees to provide all labor. materials and equipment in accordance with the specifications depicted in the plans provided by contractor to construct a complete and properly operating plumbing system for Bahama Breeze _, located in Sanford Commercial Plumbing Estimate:Materials t 0.00 Fixtures and appurtenances as scheduled in plans provided by the customer. MATERIALS: Water piping Type (L) copper Insulation as specified. Underground Sanitary and Grease piping Sch. 40 PVC Above ground waste and vent piping in Coex Cellular Core Sch 40 PVC-DWV. Gas piping in Type Black Iron painted where specified. PE Plastic gas lines to torches and fire oil unit. Type (M) Copper piping for all condensate drains located in cooler. 0.00 0.00 Disclaimer - 1 hereby authorize the work described above and agree to the terms and conditions as stated on this form. I recognize that aged and deteriorated plumbing, fixtures, piping and appurtenances may no longer be serviceable, and I agree to hold All About Plumbing of Orfando,blameless to: any damage or destruction to those items as a result of these conventional repair efforts. Commercial Plumbing Estfmate:Professional Practices ALL ABOUT PLUMBING WILL: Provide necessary permits. licences and insurance as needed. Start and finish a complete new plumbing system. Scheduling work to be completed will be coordinated with contractors project manager and performed in a prompt professional manner. We do our best to coordinate with other trades as not to interfere so we all may complete our tasks in the time frame allotted. Complete water distribution system as per specifications in building and terminate 5' outside building for others to connect. Complete Grease and Sanitary system as per specifications. Run grease line into grease tank. Run Sanitary line 5' outside building for others to connect. Grease Tanks to be installed by others Run (1) 8" and (2) 6" sodalbeer chase Install (2) roof drains as per specifications and pipe out of building (2) leader drains. Install new gas lines to (11) Teki torches and (1) fire place unit. Pipe gas lines to equipment in kitchen and (4) roof top units Install fixtures we provide and listed fixtures provided by Owner/Contractor as depicted in plans provided by contractor. Provided Owners manuals and other paper work as requested. Commercial Plumbing Estimate Site Work Addendum We will provide and install 5) 1250 gallon grease tanks (1) inspection tank Price excludes well points for dewatering if necessary Connect sewer lines to existing 6" lateral. Continue waterline from curb line to building. t;f Run approx. 300' 2.5 pipe to building This price is for Domestic water and sewer/grease lines rough graded. Accepted By A na® S=-iq1111" i.,24grf' 40F TOTAL Accepted Date 1 138.450. 00 1 49.000.0 0 i 138.450.00 138,450.00 Disclaimer - I hereby authorize the work described above and agree to the terms and conditions as stated on this form. I recognize that aged and deteriorated plumbing. fixtures, piping and appurtenances may no longer be serviceable, and I agree to hold All About Plumbing of Odando,blameless for any damage or destruction to those items as a result of these conventional repair efforts. p JUN 1 2017 By,_PD___ rrx t t 2t l7 Y5-y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1pc) dw— Documented Construction Value: $ Job Address: 80P' 6JkC 1. (,14_,AVYHistoric District: Yes No L Parcel ID: Residential Commercial Tvne of Work: New DKAdditionEl Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: r Property Owner Information Name ` t C nn` C Phone: Street: t f'> '`t/- Resident of property? City, State Zip: CQ char y Contractor Information Name S/'7 / OGrS Phone: "27 04*5 3; - Zi d 3 Street: - 5./d_lttC'.G t_ p Fax: - 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. 0 01 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 ' Permit Application 1 \ n NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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 consttvction 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 informado is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. Signature ofOwner/Agent Date Si arc of Contractor/Agent Datc 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 Name. PAIGFCLEMENT- Commission M GG 27068 My Commission Expires September 06. 2020 Contractor/Agent is (/Personally Known to Me or Produced-lD'--. Typeof ID ------ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas0C Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 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: '3`4.'5 ` t % Revised: June 30, 2015 Permit Application 1 SAMSFax407) 851 1297 GAP.O: Box k4S 593641 8222 S. Orange Ave. Orlando, Florida 32859-3641 OFFICE (407) 855-1903 WWW.SAMSGAS'.COM 2'0wER 4F.AT,I,pE Y Date: ) Z' I; -Randal Sams of Sams L.P. Gas Compan doy, hereby give my permission for1 to pull permits in the at anytime until further notice. License Holder Name; ,>f andal am State -License Number; 1 Signature of License Holder: STATE OF FLORIDA) COUNTY OF ORANGETheforgoing, instrument was acl(nowledged before me thisf ! orto - —(— day 20__ Z by 1 . 0ersnnall.. i, __ who is identification and who did/did not take an oath. s PAIGE CLEMENT Commission M GG 27068 MY Commission Expires n ' Se,piember 06. 2020 Notary Sea]) Notary public -State of Florida Commission No. G 6 o My Commission Expires,L Residential - Commercial - Industrial Since 1964 N cnz O 4— u1 p RECORD COPY O Vl AF,VIEWED POR CODE COMPLIANCE PLANS EXAMINER 1 DATE SANFORD BUILDINr DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERPLANS, jREOUIRINGACORRECTIONOFERRORSIN CONSTRUCTION OR VIOLATIONS OF THIS CODE lL Underground LP Gas Tank Placement or e 9el W. ss I / Note 1: The relief valve, filling connection, and fixed maximum liquid level Nearest line of adjoining gauge vent connection at the container must be at least 10 ft from any exterior property that can be / source of Ignition, openings Into dlrect-vent appliances, or mechanical built upon -/- ventilation air Intakes. Refer to 6.3.10. For SI units, 1 ft = 0.3048 m / Note 2: No part of an underground container can be less than 10 ft from an important building or line of adjoining property that can be built upon. Refer to 6.3.4.2. LEGAL DESCRIPTION: LOT 28 AND 29, REAGAN POINTE OF THE PUBLIC RECORDS OF 1 NX FLOOD INFORMATION: LoovEaNTir15 Pu BY PERFORMING ASEARCH WITHPROPERTYAPPEARSTOBEO 1TEOArOO 9128r 7 SANFORD, COMMUNITY NUMBER CERTIFIEDTO: f DAVID WEEKLEY HOMES —_ L WWW.FEMA.GOV, UND IN CITY OF e / O lPl P.T. located on Lot 27 S,n fpid, FL 32773 / CalaArea +VWO, a (100%) Lots 28 a 29 Are n+p sd 06/ Tool Lot AAA 0t 04 rt (64%) Ne / :.y Graphic scale IrnPervlou 258W A (36%) //'' N 44 parvious Area - On ` V a Q,91 eat , 2 4 E grading Pl+ •\Q e J 0 ® Scale: ,•= 20' Q/ a o A Grading Plan V p t t •$ G Lot Is Type • • O L1 Q: 9 G1 • t d . N 58-06.35" E 39.17 P rL;',. t1 N 58°06'35" E 40.00'(P) ry- •.., , / . ' Lot 28. - c<` Lot 2 / i'':.i.• . 10y .• ^ •. da . ° % • yv : l•. tia s loo- N' ' ` • " .. • •! • ... ate' N4. pa b.\ :.2"::. sue':::::::. •o Landee.W i ^ N.do. - a• awl4 codb L1t \ `` \ ' ' Ir mod' G' j::::: Q Q C23 s. •.'•:.. R=15.00'(P) 0 ' \ s \'':::` :::;' sa Lot 29 04 L=24.41'(P) 7. . A=93°13'44"(P) Chord Bearing= C' o 6'p9' ,• \ \'4a CO N 11'29'43" E 21.80'(P) 9 1b ` Tract "I" C26 y '; : •.\ `" Landscape Buffer N ( Common Area) R 2228.48'(P) L= 50.45 A= 01 ° 17'49"(P) C25 Chord Bearing= R= 2 0. 00'('(P) S 56*24*37" W 50.44'(P) s t J Chord Bearing= N. R. -Non•Radial S 57°34'23" W 40.00'(P) T. O.W. - Top of Wall B. O.W. - Bottom of Wall Proposed Elevation Revision: Added Parking Lot 28-219/17 This Is NOT a Boundary Survey Field late: rneaor 7 Date COnplated: Nrneu Drawn BY• M.C. FileNumber.IS-341 PP runs s..aNreeace... a n.r.°y c.uy u"e ur eoNna..y ar.../ d U. 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L y, M R. Ow a R. e .R.cprAe RID, . R0W C"'" iew R eNMMTS Of OnuEST. OrOSED DRIVEWAY CROSSES Thb NDT VALID IAi vid EmCoastl Wh SNfEI oq• ll /k n /) ,Ir1/ AssociatesSll.l Inc. ITQlWIYWeNK • N.1 l OY aM 9.t K' Pb.e{ u S'UTIUTV EASEMENT. Oft o ms eoo. PTa r r C'0 7eb• ee... e U, ( 1SSOU NLtQS VG1I (,'y9e J1301 Parkway eS. Intefnational Suite 2001 a . 0.11. r Lake Mary, Florkla 32746 o- . Cn.., 11.i www.imlandeurveykXl.com Office- 407.678.3366 Fax-107.320.8165 REQUIRED INSPECTION SEQUENCE lBP# 1 '] - L4 4:--9 Address: 28oz C T BUILDING PERMIT I'bl[in Max Ins ection Descri tionn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall 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 Final Building Other IELEC_ 'TRICA L .PERMIT Min Max Ins ectllon Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ALurKsltva lA© ._ Min Max Ins ection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection DescrIl tion Gas Underground Gas Rough Gas Final R.EVISEID: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 7— ys J Documented Construction Value: $ (0(000 , 06 Job Address: G Vpec, C; nrc,I P Historic District: Yes No Parcel ID: aJ a0 30 5aO 0000 Oa0l6 Residential Q' Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: G Plan Review Contact Person: -0,114AG, Lnyt}er Title: PME44,, Phone: a52- Fax: Email: ctoC, C.aAA II''`` Property Owner Information Name C'e—k- He Street: Phone: 4l1'- li(05 - 4r9zo Resident of property? : City, State Zip: 616 w,5rye Contractor Information Name &((rSwl' j6 C44 c TAC JTaw103 atnlpt` Phone: 67-°133 -_? 71 Street: 19-I Q e a a SA, Fax: q 6 7- R 35- 7 5 9,4 City, State Zip: ; 5s ; MINI ee 'rl o v : la 34M State License No.: f'cdw aq V-9 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: 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. d FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Buildi Code ©/ Revised: June 30, 2015 Permit Application < o NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 05 30. /7 Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION a F 178648 EXPIRES: February25, 2019 Bonded Thru Notary Public Under mters Contractor/ Agent is Personall Known to Me or Produced ID Type of ID eo- p • BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 7UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: o '* Ak': le vu ral- r Ant A *A-2. PLOL o vx ads a c evt+ aFeyvvle, p o 000 MOG-+ b,4 0Aa oia"Med Revised: June 30, 2015 BUILDING: S F C --? - Vl SVlOL,1,7 (JJ4i o, 25 Ie_ c S if c V12t J LoAr Z5. rai vna. sec -4. Permit Application MAILG SMTP:WEEKLEYJJ@AOL.COM Subject "PO#18133983 OS 3002 2802 Gipper Circle Sanford FL 32773" REFX 2802GIPPERCIRCLE-29470029-18133983OS User- KDUKES David Weekley Homes P U R C H A S E O R D E R Ship To - DWH - Reagan Pointe 40' (IM) 2802 Gipper Circle Sanford FL 32773 Vendor - JEFF & JERRYS ELECTRIC, INC. 1157881 dba: J & J ELECTRIC 1219 CLAY STREET KISSIMMEE FL 34741 Comments - MODEL HOME -Discount May Apply Print Date - 05/11/17 Order: **REF 18133983 OS Date - 05/09/17 Change: Date - 05/09/17 Time - 12:30:06 Page No. - 1 Plan/Elevation/Swing - 7510 A S Legal Description - 29// Permit No. - 17-459 Project Name - Reagan Pointe 40' Gardens Project/Job/Cost Code - 29470029.1610.3002 Ordered By - POST Builder - 09911013 Dukes,Keith Cell#: - 407 6871836 SPECIAL INSTRUCTIONS: 1. We reserve the right to cancel if not filled as specified 2. Place Purchase Order Number on all shipments, invoices, and correspondence. 3. A copy of delivery ticket signed by Weekley Homes, Inc personnel as a full shipment only must accompany each invoice submitted for payment. 4. Partial shipments may be accepted, however, only full shipments will be approved for payment. 5. No liability will be assumed for materials placed on the job in excess of the amount specified on the purchase order. 6. This purchase order is applicable only to the jobs indicated. 7. Receipt of this order is binding on supplier for material at prices specified unless notice of inability to comply is given to purchaser within five (5) working days. 8. Duplicate shipments on the same purchase order will be the responsibility of the supplier. Quantity . . . . Item Code Var Description UM Unit Price Amount 1.0000 A NSQ:GENERATOR 6,600.00 6,600.00 Z2947021 Room: 200 - Whole Home .................... ............. Qnty of 1.0000 MAILG SMTP:WEEKLEYJJ@AOL.COM Subject "PO$18133983 OS 3002 2802 Gipper Circle Sanford FL 32773" REFX 2802GIPPERCIRCLE-29970029-181339830S User- KDUKES David Weekley Homes P U R C H A S E O R D E R Total Quantity 1.0000 Print Order: REF 18133983 OS Change: Date - 05/09/17 Page No. - 2 Date - 05/11/17 Date - 05/09/17 Time - 12:30:06 Total Amount before Pymt Term Discount 6,600.00 MAILG SMTP:WEEKLEYJJ@AOL.COM Subject "PO#18133983 OS 3002 2802 Gipper Circle Sanford FL 32773" REFX 2802GIPPERCIRCLE-29470029-181339830S User- KDUKES David Weekley Homes Print Date 05/11/17 P U R C H A S E O R D E R Order: REF 18133983 OS Date 05/09/17 Change: Date - 05/09/17 Time 12:30:06 Page No. 3 Quantity . . . . Item Code Var Description UM Unit Price Amount Option Description: .................... Z2947021 Electrical/Whole Home/Generator - 20 KW air cooled generator & 3 load shed devices END RECORD COPY BRIGGS&STRATTON FORTRESSTM Installation and Operation Manual 17kW 20kW Single Phase Air -Cooled Standby Generator System REVIEWED POR CODE COMPLIANCE SAI A PERMIT JFQRQ BL IL ISSUED SHA L LICENSE TO PROCEED IT AUTHO 1ITY TO VIOLATE, ASIDE AP Y OF THE PRO VISI CODES, N R SHALL ISS AN THE i IUILDING OFFI IA REQUIR NG A CORREC TIOI CONS RUCTION OR 10 ING DIVISION E CONSTRUED TO BE A THE WORK AND NOT AS ANCEL. ALTER OR SET DNS OF THE TECHNICAL E OF A PERMIT PREVENT FROM THEREAFTER J OF ERRORS IN PLANS, ATIONS OF THIS CODE 1J111) ING S I=--= I ANFOR) N1 7 - 459 C US This generator is rated in accordance with UL (Underwriters Laboratories) 2200 (stationary engine generator assemblies) and CSA (Canadian Standards Association) standard C22.2 No.100-4 (motors and generators). LISTED Copyright © Briggs & Stratton 800201000SCN Milwaukee, WI, USA. Revision (C ) Thank you for purchasing this quality -built Briggs & Stratton® standby generator. We are pleased that you've placed your confidence in the Briggs & Stratton brand. When operated and maintained according to the instructions in the operator's manual, your standby generator will provide many years of dependable service. This manual contains safety information to make you aware of the hazards and risks associated with residential generator systems and how to avoid them. This generator system is designed and intended only for use as an optional home standby system that provides an alternate source of electric power and to serve loads such as heating, refrigeration systems, and communication systems that, when stopped during any power outage, could cause discomfort or inconvenience. Save these original instructions for future reference. This generator system requires professional Installation before use. The installer should follow the instructions completely. Where to Find Us You never have to look far to find support and service for your generator. Consult your Yellow Pages. There are many Briggs & Stratton authorized service dealers worldwide who provide quality service. You can also contact Briggs & Stratton Customer Service by phone at 800 732-2989 between 8:00 AM and 5:00 PM CT., or click on Find a Dealer at BRIGGSandSTRATTON.COM, which provides a list of authorized dealers. For Future Reference Please fill out the information below and keep with your receipt to assist in unit identification for future purchase issues. DATE OF PURCHASE M GENERATOR Model Number EJE]E= Model Revision Serial Number ENGINE Table Of Contents Important Safety Instructions ........................ 4 Installation ... .............................. 7 Owner Responsibilities ......................................... 7 Installing Dealer/Contractor Responsibilities ........................ 7 Unpacking Precautions........................................8 Delivery Inspection............................................8 Shipment Contents ............................................ 8 Generator Placement..........................................9 REDUCE THE RISK OF CARBON MONOXIDE POISONING.............10 Other General Location Guidelines...............................11 REDUCE THE RISK OF FIRE....................................12 Electrical and Fuel Inlet Locations...............................14 Lifting the Generator.........................................15 Concrete Anchoring of Unit....................................15 Access Ports...............................................16 The Gaseous Fuel System.....................................18 Fuel Consumption...........................................19 Fuel Pressure...............................................19 Power Loss................................................19 Fuel Pipe Sizing.............................................19 Fuel Conversion.............................................20 System Connectors..........................................21 Communication Connections ................................... 22 Generator AC Connection System ............................... 22 Grounding the Generator......................................23 Utility Circuit Connection ...................................... 23 Generator Power Connection...................................23 Transfer Switch Communication ................................ 23 System Control Panel ......................................... 24 Final Installation Considerations ................................ 29 Initial Start-up (No Load)......................................30 Electronic Governor System ................................... 31 Operation . ............................... 32 Automatic Operation Sequence ................................. 32 Setting Exercise Timer ........................................ 32 Installation Inspection ........................................ 32 Schematic / Wiring Diagrams ...................... 34 Operator's Section .............................. 38 Controls. ................................ 38 Access Panels..............................................40 Operation . .................................. 42 Engine Oil..................................................42 Battery....................................................42 15 Amp Fuse...............................................42 Automatic Operation Sequence ................................. 42 Maintenance .................................. 43 Service Code Detection System ................................. 43 Generator Maintenance .......................... 46 Engine Maintenance..........................................48 Adjust Valve Lash............................................48 Service Air Cleaner...........................................50 Service Spark Plugs..........................................51 Troubleshooting ................................ 52 Generator Specifications .......................... 53 Engine Specifications ............................ 53 Common Service Parts ........................... 53 9 Save These Instructions Important Safety Instructions SAVE THESE INSTRUCTIONS - This manual contains important instructions that should be followed during installation and maintenance of the generator and batteries. Safety Symbols and Meanings Explosion Fire Electrical Shock Toxic Fumes Rotating Parts Hot Surface Auto Start Explosive Pressure Chemical Burn 9 Lift Hazard Read Manual The safety alert symbol indicates a potential personal injury hazard. A signal word (DANGER, WARNING, or CAUTION) is used with the alert symbol to designate a degree or level of hazard seriousness. A safety symbol may be used to represent the type of hazard. The signal word NOTICE is used to address practices not related to personal injury. DANGER indicates a hazard which, if not avoided, will result in death or serious injury. WARNING indicates a hazard which, if not avoided, could result in death or serious injury. CAUTION indicates a hazard which, if not avoided, could result in minor or moderate injury. NOTICE addresses practices not related to personal injury. The manufacturer cannot possibly anticipate every possible circumstance that might involve a hazard. The warnings in this manual, and the tags and decals affixed to the unit are, therefore, not all-inclusive. If you use a procedure, work method or operating technique that the manufacturer does not specifically recommend, you must satisfy yourself that it is safe for you and others. You must also make sure that the procedure, work method or operating technique that you choose does not render the generator system unsafe. WARNING Running engine gives off carbon monoxide, an odorless, colorless, poison gas. Breathing carbon monoxide could result in death, serious injury, headache, fatigue, dizziness, vomiting, confusion, seizures, nausea or fainting. Operate this product ONLY outdoors in an area that will not accumulate deadly exhaust gas. Keep exhaust gas away from any windows, doors, ventilation intakes, soffit vents, crawl spaces, open garage doors or other openings that can allow exhaust gas to enter inside or be drawn into a potentially occupied building or structure. Carbon monoxide detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/recommendations. Smoke alarms cannot detect carbon monoxide gas. WARNING The engine exhaust from this product contains chemicals known to the State of California to cause cancer, birth defects, or other reproductive harm. WARNING Certain components in this product and related accessories contain chemicals known to the State of California to cause cancer, birth defects, or other reproductive harm. Wash hands after handling. WARNING Storage batteries give off explosive hydrogen gas during recharging. Slightest spark will ignite hydrogen and cause explosion, resulting in death, serious injury and/or property damage. Battery electrolyte fluid contains acid and is extremely caustic. Contact with battery contents could cause severe chemical bums. A battery presents a risk of electrical shock and high short circuit current. DO NOT dispose of battery in a fire. Recycle battery. DO NOT allow any open flame, spark, heat, or lit cigarette during and for several minutes after charging a battery. DO NOT open or mutilate the battery. Wear protective goggles, rubber apron, rubber boots and rubber gloves. Remove watches, rings, or other metal objects. Use tools having insulated handles. m WARNING Propane and Natural Gas are extremely Q Q flammable and explosive, which could cause bums, fire or explosion resulting in death, serious injury and/or property damage. Install the fuel supply system according to NFPA 37 and other applicable fuel -gas codes. Before placing the generator into service, the fuel system lines must be properly purged and leak tested. After the generator is installed, you should inspect the fuel system periodically. NO leakage is permitted. DO NOT operate engine if smell of fuel is present or other explosive conditions exist. DO NOT smoke around the generator. Wipe up any oil spills immediately. Ensure that no combustible materials are left in the generator compartment. Keep the area near the generator clean and free of debris. WARNING Hazardous Voltage - Contact with power lines could cause electric shock or burns, resulting in death or serious injury.Lifting Hazard / Heavy Object - Could result in serious injury. If lifting or hoisting equipment is used, DO NOT contact any power lines. DO NOT lift or move generator without assistance. Use lifting pipes as described in Lifting the Generator DO NOT lift unit by roof as damage to generator will occur. WARNING Generator produces hazardous voltage. Failure to properly ground generator could result in electrocution. Failure to isolate generator from utility power could result in death or serious injury to electric utility workers due to backfeed of electrical energy. When using generator for backup power, notify utility company. DO NOT touch bare wires or bare receptacles. DO NOT use generator with electrical cords which are worn, frayed, bare or otherwise damaged. DO NOT handle generator or electrical cords while standing in water, while barefoot, or while hands or feet are wet. If you must work around a unit while it is operating, stand on an insulated dry surface to reduce the risk of a shock hazard. DO NOT allow unqualified persons or children to operate or service generator. In case of an accident caused by electrical shock, immediately shut down the source of electrical power and contact the local authorities. Avoid direct contact with the victim. Despite the safe design of the generator, operating this equipment imprudently, neglecting its maintenance or being careless could cause possible injury or death. Remain alert at all times while working on this equipment. Never work on the equipment when you are physically or mentally fatigued. Before performing any maintenance on the generator, disconnect the battery cable indicated by a NEGATIVE, NEG or (-) first. When finished, reconnect that cable last. After your system is installed, the generator may crank and start without warning any time there is a power failure. To prevent possible injury, always set the generator's system switch to OFF, remove the service disconnect from the disconnect box AND remove the 15 Amp fuse BEFORE working on the equipment. WARNING Exhaust heat/gases could ignite combustibles or structures resulting in death, serious injury and/or property damage. Contact with muffler area could cause burns resulting in serious injury. DO NOT touch hot parts and AVOID hot exhaust gases. Allow equipment to cool before touching. Exhaust outlet side of weatherproof enclosure must have at least 5 ft. (1.5 m) minimum clearance from any structure, shurbs, trees or any kind of vegetation. Standby generator weatherproof enclosure must be at least 5 ft. (1.5 m) from windows, doors, any wall opening, shrubs or vegetation over 12 inches (30.5 cm) in height. Standby generator weatherproof enclosure must have a minimum of 5 ft. (1.5 m) overhead clearance from any structure, overhang or trees. DO NOT place weatherproof enclosure under a deck or other type of structure that may confine airflow. Use only flexible fuel line provided. Connect provided fuel line to generator, DO NOT use with or substitute any other flexible fuel line. Smoke detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/recommendations. Carbon monoxide alarms cannot detect smoke. Keep at least minimum distances shown in General Location Guidelines to insure for proper generator cooling and maintenance clearances. It is a violation of California Public Resource Code, Section 4442, to use or operate the engine on any forest -covered, brush -covered, or grass -covered land unless the exhaust system is equipped with a spark arrester, as defined in Section 4442, maintained in effective working order. Other states or federal jurisdictions may have similar laws Contact the original equipment manufacturer, retailer, or dealer to obtain a spark arrester designed for the exhaust system installed on this engine. Replacement parts must be the same and installed in the same position as the original parts. 0 WARNING Starter and other rotating parts could Aentangle hands, hair, clothing, or accessories resulting in serious injury. NEVER operate generator without protective housings, covers, or guards in place. DO NOT wear loose clothing, jewelry or anything that could be caught in the starter or other rotating parts. Tie up long hair and remove jewelry. Before servicing, remove 15 Amp fuse from control panel and disconnect Negative (NEG or -) battery cable. 6 6 CAUTION Installing the 15A fuse could cause the engine to start at any time without warning resulting in minor or moderate injury. Observe that the 15 Amp fuse has been removed from the control panel for shipping. DO NOT install this fuse until all plumbing and wiring has been completed and inspected. CAUTION Excessively high operating speeds could result in minor injury and/or equipment damage. Excessively low speeds impose a heavy load on generator. DO NOT tamper with governed speed. Generator supplies correct rated frequency and voltage when running at governed speed. DO NOT modify generator in any way. NOTICE Improper treatment of generator could damage it and shorten its life. Use generator only for intended uses. If you have questions about intended use, contact your authorized dealer. Operate generator only on level surfaces. Adequate, unobstructed flow of cooling and ventilating air is critical to correct generator operation. The access panels/doors must be installed whenever the unit is running. DO NOT expose generator to excessive moisture, dust, dirt, or corrosive vapors. Remain alert at all times while working on this equipment. Never work on the equipment when you are physically or mentally fatigued. DO NOT start engine with air cleaner or air cleaner cover removed. DO NOT insert any objects through cooling slots. DO NOT use the generator or any of its parts as a step. Stepping on the unit could cause stress and break parts. This may result in dangerous operating conditions from leaking exhaust gases, fuel leakage, oil leakage, etc. If connected devices overheat, turn them off and disconnect them from generator. Shut off generator and contact an authorized deaker if electrical output is lost; equipment sparks, smokes, or emits flames; unit vibrates excessively; unit makes unusual noises. PLOT PLAN LEGAL DESCRIPTION: LOT 28 AND 29, REAGAN POINT E OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES III\..•, 2802 GIPPER CIRCLE SANFORD, FLORIDA 32773 2802 Gipper Circle ,, `Ql • Sanford, FL 32773 P.T. located on Lot 27 0j Lots 28 & 29 Area Calculations Total Lot Area (2 Lots) = 7240 sq ft (100%) / a06 Impervious Area = 4656 sq ft (64%) G\ e / =' r\ 5 Gra hie Scale Pervious Area = 2584 sq ft (36%) G\ Elevations are based on e fat Peal , 0' 10' 2 - 40' civil grading plans. {\/ Scale: 1'=20' V vt • Lot is Type "A" Grading Plan \grt0 lGo d2c L1e N 58°06'35" E 39.17'(P) tea • a\ / •. Q oa :' o "' N 58°06'35" E 40.00'(P) 01, Lot 2$ •. ° d • a f(\ n o. . ° 4. IS Lot 27o' o. O Ojd d q d a 'o a n ......... , lo • .• a' ,Lo . .. • o. 190 Landscape tp 2 -'d .. Hedge rs O,• \ Q \ .. 0' 0 0 • •..... \ _ v ° , a iTYP) BSA OHO y pp'. \ALP \ T 7L1 0- 0 3 pP a-f . 00 ... :IS .. 10 5 e d' : • • Sao 00 ..:.. Co'. \ : \ ..:.. tea..... C23 e, O Lot 29 ;° ' a 0G-d r rt J \ 9 A=93 13 44 (P) moo- i b is °°` \ a Chord Bearing= 0 6i ' :. / , N 11 °29'43" E 21.80'(P) ZONIN on y \\ Tract "I" N \ d Landscape Buffer C26 k b FYI Sta S nei yJ J Is,, (Common Area) R=2228.48'(P) y L=50.45(P) genecoctor In 6Cc_tk OYl C25 A=01 ° 17'49"(P) Chord Bearing= Sq ekz 1 W II u (o • 2 S a R= 40.00 (P) S 56°24'37" W 50.44'(P) Sicke ay-J samba k. Screeln ; VY) us -4- b e_ s Chord Bearing= 4 C4 to S" `-1 IN.R. -Nan-Radial S 57°34'23" W 40.00'(P) PrbV 4 c T.O.W. - Top of Wall is B.O.W. - Bottom of Wall f = Proposed Elevation Revision: Added Parking Lot 28 - 2/9/17 This is NOT a Boundary Survey view t r AV_Q e t(1 r2il-aY Field Date: 1/31/2D77 Date Completed: 2ni2017 -NOTES. I nomby Comity treat tree Bpundarysu, °I tree nbovo o°_zcr b°o yr°r rI is a a «11+ Lo+ 2S Survryh eased upon the Legal Description Supplied by Client. True and Coned :o the Best of my Knowlydgo and B°IICI as recency Surveyed DrawnBy: M.C. g File Number:IS-34188 PP>AbullingProperties Deeds have NOTbcrnResearched for Gam OverCpsand/or Hiatus. under myDirection °nthe Onto Shown,Based onInformation lumishcdtoMn ^_; e ve Sublect to any Easements and/or Restrict. —cif Record, as Noted and Conforms to the Standards of Practice for Land Surveying r /•s /L_p n Legend- >:caring basis shown hereon, isAssumedandeasedupontheLineDenotedwitha-65. In the Slate of Florida n accordance with Chapter 5J•17.052 Florida KLVl1 C 1r C - Calculated PC • Point of Curvature >euilding Ties arc NOT to be used to reconstruct Property Lines Administrative Codes. Pursuant tp Ibn A72 27 Florida Statutes. {(J ockvi ffConcrte Pp. •Pepe >FrneOverhags, UdOgrounmined. ,K•1/,• m s+ CB • Concrete E31taG PI - Page ofIntersectionF1CMConcreteMonument >Rrewisercited. UndergroundUtlllbesand/ arEootershaveNOTbeenlowtedUNLESSrEwirP.O.B.• Point of Beginningotherwisenoted. Q•O `e'?G Cone. • concrete P.O.L •PointanIJne - FOR D Description pp Power Pde >Septic Tanks and/or0,alnneld locations arrapproaimateand MUST be verified by ,tt +r THE DC • Drainage Enactment PRM • Permanent Reference appropriate Utility Location Companies. FIRM Esmt. •Easemam Monument >Usc of This Survey for Purposes other than Intended, Without Written verification, NRll be Patrick K. Irelan e>,'..1roatoRS 6637 LB 7623 f1CV F.E.MA. - Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hetconshallbe This Surve s intende r.II Y // it use of Said Certified Parties. Management Agency R - Radw Construed IngiveANYRlghrsorecncfhstoAny-c Other than those CcrrdW. Y} "^ `Jp FFE • Finished Floor Elevation Rad. • Radial m15 SIIIV! IVVT VALIO Crt aid Embossed with Surveyors Seal. ( F nd.-Fourta R&C -Rebar&Cap- PiMNT, Cl; r,;*; -LT• / / ,fit/' n/c/ q 7y ,rye r/ O L •Iron Pipe Rid. - Roofed d PROPOSED DRIVEWAY CROSSES 5' UTILITY EASEMENT. Ireland lJL Associates SILL veyi u9 irco. L - Length (Arc) Rid. • Roofed f M • Measured Sol • Sat 'A- Robar & _ N&O - Nan & Disk Rebar Cap -LB 76Zi- 1301 S. International Parkway Suite 2001 n N.R. . Non -Racial TYp L,ypicalORB - Official Records Book UE • Udldy Easement - Lake Mary, Florida 32746 O P -Plat BoWM •Water Matter P.B. • Plat Book A • ONta (Came www. irelandsurveying.com Angle) r. Wood Fence -0- • Chain Link FenceOffice-407. 678.3366 Fax-407.320.8165 Installation Equipment Description This product is only for use as an optional generator system which provides an alternate source of electric power and to serve loads such as heating, refrigeration systems, and communication systems that, when stopped during any power outage, could cause discomfort or inconvenience. NOTICE This product does NOT qualify for either an emergency standby or legally required standby system as defined by NFPA 70 (NEC). Emergency generator systems are intended to automatically supply illumination, power, or both, to designated areas and equipment in the event of failure of the normal supply. Emergency systems may also provide power for such functions as ventilation where essential to maintain fife, where current interruption of the normal supply would produce serious Irfe safety or health hazards. Legally Required standby generator systems are intended to automatically supply power to selected loads in the event of failure of the normal source which could create hazards or hamper rescue or fire -fighting operations. Every effort has been made to ensure that information in this manual is accurate and current. However, we reserve the right to change, alter, or otherwise improve the product and this document at any time without prior notice. Only current licensed electrical and plumbing professionals should attempt standby generator system installations. Installations must strictly comply with all applicable codes, industry standards, laws and regulations. Owner Responsibilities Read and follow the instructions given in the operator's manual. Follow a regular schedule in maintaining, caring for and using your generator, as specified in the operator's manual. Carbon monoxide detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/recommendations. Smoke alarms cannot detect carbon monoxide gas. Smoke detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/ recommendations. Carbon monoxide alarms cannot detect smoke. If you have questions about intended use, ask your installer or dealer or call 800 732-2989 between 8:00 AM and 5:00 PM CT. Installing Dealer/Contractor Responsibilities Read and observe the safety rules. Install only an UL approved transfer switch that is compatible with the generator. Read and follow the instructions given in this installation and start-up manual. Installation must strictly comply with all applicable codes, industry standards, laws, and regulations. Allow sufficient room on all sides of the generator for maintenance and servicing. Cold Weather Kit If operating the generator below 30OF (-1 °C), it is HIGHLY RECOMMENDED that a Model 6404 Cold Weather Kit be installed. These items are available at your local servicing dealer. For cold weather areas (below 0°F (-18°C)) it is also recommended that a BCI, Size 75, wet lead -acid battery be used of 630 CCA minimum. If you need more information on this matter, please call 800 732-2989 between 8:00 AM and 5:00 PM CT. 7 Unpacking Precautions The unit is shipped ready for installation. Avoid damage from dropping, bumping, collision, etc. Store and unpack carton with the proper side up, as noted on the shipping carton. Delivery Inspection After removing the carton, carefully inspect the generator for any damage that may have occurred during shipment. If loss or damage is noted at time of delivery, have the person(s) making delivery note all damage on the freight bill and affix his signature under the consignor's memo of loss or damage. If loss or damage is noted after delivery, separate the damaged materials and contact the carrier for claim procedures. Parts damaged in shipping are not warranted. 8 Shipment Contents The standby generator system Is supplied with: Oil (5W30 Synthetic) Flexible steel fuel line Installation/Operation manual Product and emissions warranty booklet Spare access roof keys Spare 15 Amp ATO-type fuse Tamper proof plug Not Included: Carbon monoxide detector(s) Smoke detector(s) Starting battery Connecting wire and conduit Fuel supply valves/plumbing Crane, lifting straps, chains or cables Two 60" lengths of 3/4" nominal minimum scheduled 40 steel pipe (NOT conduit) Torque screwdriver, 5 to 50 inch -pound range Voltagetfrequency meter Generator Placement Before installing generator, consult with home owner and convey the following requirements, which must be satisfied before the installation is complete. There are two equally important safety concerns in regards to carbon monoxide poisoning and fire. There are also several general location guidelines that must be met before the installation in considered complete. WARNING Running engine gives off carbon monoxide, an odorless, colorless, poison gas. Breathing carbon monoxide could result in death serious injury, headache, fatigue, dizziness, vomiting, confusion, seizures, nausea or fainting. Operate this product ONLY outdoors in an area that wil not accumulate deadly exhaust gas. Keep exhaust gas away from any windows, doors, ventilation intakes, soffit vents, crawl spaces, open garage doors or other openings that can allow exhaust gas to enter inside or be drawn into a potentially occupied building or structure. Carbon monoxide detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/recommendations. Smoke alarms cannot detect carbon monoxide gas. Exhaust Side of the Generator A - Exhaust outlet side of weatherproof enclosure B - Air inlet side of weatherproof enclosure 9 Placement of Standby Generator to REDUCE THE RISK OF CARBON MONOXIDE POISONING The arrows In the figure below point to POTENTIAL points of entry for Carbon Monoxide Gas. All fossil fuel burning equipment, such as standby generators, contains carbon monoxide (CO) gas in the engine exhaust. CO gas is odorless, colorless and tasteless and is unlikely to be noticed until a person is overcome. CO gas can kill you so it is required that the following is included as part of the installation: Install generator outdoors in an area that will not accumulate deadly exhaust gas. DO NOT install generator where exhaust gas could accumulate and enter inside or be drawn into a potentially occupied building or structure. By law it is required in many states to have a Carbon Monoxide (CO) detector in operating condition in your home. Carbon monoxide detector(s) (A) MUST be installed and maintained indoors according to the manufacturer's instructions recommendations. A CO monitor is an electric device that detects hazardous levels of CO. When there is a buildup of CO, the monitor will alert the occupants by flashing visual indicator light and alarm. Smoke alarms cannot detect CO gas. Your neighbor(s) home may be exposed to the engine exhaust from your standby generator and must be considered when installing your standby generator. Ensure exhaust gas is kept away from: B - windows C - doors D - ventilation intakes E - soffit vents F - garage doors G - crawl spaces or other openings that can allow exhaust gas to enter inside or be drawn into a potentially occupied building or structure. 10 Direct the standby generator exhaust away from or parallel to the building or structure. DO NOT direct the generator exhaust towards a potentially occupied building, structure, windows, doors, ventilation intakes, soffit vents, crawl spaces, open garage doors or other openings where exhaust gas could accumulate and enter inside or be drawn into potentially occupied building or structure. DO NOT place standby generator in any area where leaves or debris normally accumulates. Position standby generator in an area where winds will carry the exhaust gas away from any potentially occupied building or structure. Other General Location Guidelines Place the standby generator in a prepared location that is flat and has provisions for water drainage. Install the standby generator in a location where sump pump discharge, rain gutter downspouts, roof run-off, landscape irrigation, or water sprinklers will not flood the unit or spray the enclosure and enter any air inlet or outlet openings. Install the standby generator where it will not affect or obstruct and services including covered, concealed and underground, such as telephone, electric, fuel (natural gas/ LPG vapor), irrigation, air conditioning, cable, septic, sewer, well and so forth. Install the standby generator where leaves, grass, snow, etc. will not obstruct air inlet and outlet openings. If prevailing winds will cause blowing or drifting, you may need to construct a windbreak to protect the unit. 11 Placement of Standby Generator to REDUCE THE RISK OF FIRE Requirements: NFPA 37 2010, section 4.1.4, Engines Located Outdoors. Engines, and their weatherproof housings if provided, that are installed outdoors shall be located at least 1.5m (5 ft) from openings in walls and at least 1.5 m (5 ft) from structures having combustible walls. A minimum separation shall not be required where either of the following conditions exist: 1. The adjacent wall of the structure has a fire resistance rating of at least 1 hour. 2. The weatherproof enclosure is constructed of noncombustible materials and it has been demonstrated that a fire within the enclosure will not ignite combustible materials outside the enclosure.' Annex A Explanatory Material A.4.1.4 (2) Means of demonstrating compliance are by means of full-scale fire tests or by calculation procedures, such as those given in NFPA 555, Guide on Methods for Evaluating Potential for Room Flashover. To comply with condition 2 above the weatherproof enclosure has been constructed completely of non- combustible materials and full-scale fire tests have been conducted to demonstrate that a fire within the enclosure will not ignite combustible materials outside the enclosure. O i le Legend for Generator Locations to reduce the risk of fire. A Standby weatherproof enclosure must be at least 5 ft 1.5 m) from windows, doors, any wall opening, shrubs or vegetation over 12 inches (30.5 cm) in height B Exhaust outlet side of weatherproof enclosure must have at least 5 ft (1.5 m) minimum clearance from any structure, shrubs, trees or any land of vegetation. WARNING Exhaust heat/gases could ignite combustibles or structures resulting in death, serious injury and/or property damage. Exhaust outlet side of weatherproof enclosure must have at least 5 ft. (1.5 m) minimum clearance from any structure, shrubs, trees or any kind of vegetation. Standby generator weatherproof enclosure must be at least 5 ft. (1.5 m) from windows, doors, any wall opening, shrubs or vegetation over 12 inches (30.5 cm) in height. Standby generator weatherproof enclosure must have a minimum of 5 ft. (1.5 m) overhead clearance from any structure, overhang or trees. DO NOT place weatherproof enclosure under a deck or other type of structure that may confine airflow. Use only flexible fuel line provided. Connect provided fuel line to generator, DO NOT use with or substitute any other flexible fuel line. Smoke detector(s) MUST be installed and maintained indoors according to the manufacturer's instructions/ recommendations. Carbon monoxide alarms cannot detect smoke. DO NOT place weatherproof enclosure in manner other than shown in illustrations. NOTICE The figures below demonstrate the minimum installation distances allowed to structures and items shown in legend. n 1 A Exhaust \ Direction \ 5ft(1.5m) t A Standby O L_ C Standby weatherproof enclosure must have a minimum of 5 feet (1.5 m) overhead clearance from any structure, overhang or trees. D Standby Weatherproof enclosure must have a minimum of 18 inches (45.7 cm) clearance from any structures with or without a fire rating. NOTICE DO NOT place weatherproof enclosure under a deck or other type of covered structure that may confine airflow. 12 Electrical and Fuel Inlet Locations The 3/4 inch N.P.T. fuel inlet connector (A) and electrical inlet location (B) is shown below. A'/z inch knock -out is provided for the electrical inlet. This inlet may be enlarged or supplemented to accommodate a maximum conduit size of 1 1/2 inches. Ensure that the installed conduit(s) enter the unit in the zone (C) shown in the drawing such that they properly enter the electrical box and do not interfere with the fully opened roof. The standby generator is supplied with a base that, unless mandated by local code, does not require a concrete slab. 13 Lifting the Generator WARFJjNG Hazardous Voltage - Contact with power lines could cause electric shock or burns, resulting in death or serious injury.Lifting Hazard / Heavy Object - Could result in serious injury. If lifting or hoisting equipment is used, DO NOT contact any power lines. DO NOT lift or move generator without assistance. Use lifting pipes as described in Lifting the Generator. DO NOT lift unit by roof as damage to generator will occur. The generator weighs more than 500 pounds (227 kg). Proper tools, equipment and qualified personnel should be used in all phases of handling and moving the generator. Two 60" lengths of 3/4"' nominal minimum scheduled 40 steel pipe (A), supplied by the installer, are required to lift the generator manually. Insert pipes through the lifting holes (B) located near the unit's base. You may also lift the unit using a "hook and hoist' method attached to the lifting pipes, provided that you use a spreader bar to ensure that the chains or cables DO NOT touch the generator's roof. Concrete Anchoring of Unit In areas determined to be hurricane prone, it is recommended to anchor the standby generator to concrete. The concrete anchors must be rated to hold 800 Ibs ( kg). There are four (C) 7/16 inch hole locations around the base of generator in which to anchor the unit. NOTICE Unless mandated by local or state code, a concrete slab is not required. 710 mm 28" A B 1181 mm 46.5" --------------------------- 14 Access Ports The generator is equipped with an enclosure that has several access panels, as shown. The access panels and the components located behind them are listed below: A -Roof (Control Panel, air filter, oil dipstick, and circuit breaker) B -Front Access Panel (oil drain and oil filter) C -Battery Panel (battery and generator data label) D -Rear Access Panel (fuel regulator, fuel selector, and engine starter) E -Control Panel Cover (field wiring and control wires) Each generator is shipped with a set of identical keys. These keys fit in the lock on the front removable panel. The roof must be unlocked in order for it to open. 15 To open roof: 1. Insert key into lock (A) of front panel. Gently push down on roof above the lock to aid in turning the key. Turn key one quarter turn clockwise. 2. Lift roof to the open position. To remove front panel: 1. Remove the two bolts (B) that secure the panel to the unit 2. Lift panel to remove from unit. To secure front panel: 1. Place panel in unit. 2. Secure the panel with two bolts. To remove rear panel: 1. Ensure the roof is in the open position. 2. Remove the two bolts (C) that secure the panel to the unit. 3. Lift panel to remove from unit. To secure rear panel: 1. Slide panel into place on unit. 2. Secure the panel with two bolts. To remove battery panel: 1. Ensure the roof is in the open position. 2. Remove the two bolts (D) that secure the panel to the unit. 3. Lift up on panel and remove. To secure battery panel: 1. Place panel in unit. 2. Secure the panel with two bolts. 16 The Gaseous Fuel System The information below is provided to assist gaseous fuel system technicians in planning installations. In no way should this information be interpreted to override applicable fuel gas codes. Consult with your local fuel supplier or Fire Marshall if questions or problems arise. WARNING Propane and Natural Gas are extremely flammable and explosive, which could cause f 1 bums, fire or explosion resulting in death, serious injury and/or property damage. LP gas is heavier than air and will settle in low areas. Natural gas is lighter than air and will collect in high areas. The slightest spark could ignite these fuels and cause an explosion. DO NOT light a cigarette or smoke. TO THE INSTALLER: Consult with the generator owner(s) and convey any technical considerations that might affect their installation plans before applying these general guidelines. The following general rules apply to gaseous fuel system piping: 0 WARNING Propane and Natural Gas are extremely flammable and explosive, which could cause burns, fire or explosion resulting in death, serious injury and/or property damage. Before placing the generator into service, the fuel system lines must be properly purged and leak tested. No leakage is permitted. NOTICE The supplied flexible steel fuel line is not to be installed underground or in contact with the ground. The entire flexible steel fuel line must be visible for periodic inspection and must not be concealed within nor contact nor run through any wall, floor, or partition. The piping should be of a material that conforms to federal and local codes, rigidly mounted and protected against vibration. Piping should be protected from physical damage where it passes through flower beds, shrub beds, and other cultivated areas where damage could occur. NOTICE The illustration is representative of a typical installation. Your installation may differ. Install the flexible steel fuel line (B) (supplied) between the generator fuel inlet port (A) and rigid piping to prevent thermal expansion, contraction, or any standby movement from causing excessive stress on the piping material. A union (C) or flanged connection shall be provided downstream to permit removal of standby generator. A manometer port should be provided (D). A digital manometer, P/N 19495, is available at your Briggs & Stratton service center. When the initial test runs are completed, the manometer is removed and the port is plugged. The manometer port permits temporary installation of a manometer to ensure that the engine receives the correct fuel pressure to operate efficiently throughout its operating range. Where the formation of hydrates or ice is known to occur, piping should be protected against freezing. The termination of hard piping should include a sediment trap (F) where condensate is not likely to freeze. A minimum of one accessible, approved manual shutoff valve (E) shall be installed in the fuel supply line within 6 ft. (180 cm) of the standby generator. A manual fuel shut-off valve should be installed in the interior of the building. Where local conditions include earthquake, tornado, unstable ground, or flood hazards, special consideration shall be given to increase strength and flexibility of piping supports and connections Piping must be of the correct size to maintain the required supply pressures and volume flow under varying generator load conditions with all gas appliances connected to the fuel system turned on and operating. Use a pipe sealant or joint compound approved for use with NG/LPG on all threaded fittings to reduce the possibility of leakage. Installed piping must be properly purged and leak tested, in accordance with applicable codes and standards. 17 Fuel Consumption Estimated fuel supply requirements at half and full load for natural gas and LP vapor fuels are shown below. LP Vapor (Propane) 20kW 17kW Full Load Cu Ft/Hr 135 118 Gal/Hr liquid) 3.75 3.28 BTU/Hr 337500 295000 3/4 Load Cu Ft/Hr 109 99 Gal/Hr liquid) 3.03 2.75 BTU/Hr 272500 247500 1/2 Load Cu Ft/Hr 83 74 Gal/Hr liquid) 2.31 2.06 BTU/Hr 207500 185000 1/4 Load Cu Ft/Hr 56 54 Gal/Hr liquid) 1.56 1.5 BTU/Hr 140000 135000 Exercise Cu Ft/Hr 40 40 Gal/Hr liquid) 111 1.11 BTU/Hr 1 100000 100000 Natural Gas 20 kW 18 kW) 17 kW 15.3 kW) Full Load Cu Ft/ Hr 260 248 BTU/Hr 260000 248000 3/4 Load Cu Ft/ Hr 240 218 BTU / Hr 240000 218000 1/2 Load Cu Ft/ Hr 187 170 BTU/Hr 187000 170000 1/4 Load Cu Ft/ Hr 135 128 BTU / Hr 135000 128000 Exercise Cu Ft/ Hr 99 99 BTU / Hr 99000 99000 Recommended LP Vapor Natural Energy Content of Gas Fuel Heating Value: BTU per gallon (gross") 91,547 Cubic feet (gas) 2,500 1,000 Fuel Pressure Both LP vapor and natural gas fuel supply pressure at the generator's fuel inlet port should be between the following levels at full load with all gas appliances turned on and operating. NG is 3.5-7" LP is 11-14" W.C. Ensure that all gas line shutoff valves are OPEN and that adequate fuel pressure is available whenever automatic operation is desired. For natural gas fuel pressure levels of 3.5-5" W.C., replace regulator assembly with service kit 6331-00. Power Loss Air density is less at high altitudes, resulting in less available engine power. Specifically, engine power will decrease 3.5% for each 1,000 feet (300 meters) above sea level and 1 % for each 100 F (5.6°C) above 77T (25°C). Make sure you and your installer consider these factors when determining total generator load. Fuel Pipe Sizing There are numerous on-line or otherwise -published references for fuel pip sizing. For example, NFPA 54-Natural Fuel Gas Code, 2006 (Item #: 320-6031-06) is a common resource. The installer should consider the specific gravity of gas and compensate for a nominal amount of restriction from bends, fittings, etc. If an unusual number of fittings, bends, or other restrictions are used, refer to federal and local codes for guidance. 18 Fuel Conversion 7. Install tamper proof plug supplied with The engine of your generator system is factory calibrated unit. Plug fits over fuel selector switch with convex side facing out. Secure plug withtorunonnaturalgas (NG) or on liquefied petroleum (LP) drop of cyanoacrylate (super) glue. vapor. To convert to either fuel, follow these steps: NOTICE Units are set to NG at the factory. S. Reinstall the rear panel. 1. Insert key into lock of front panel. Gently push 9. Reinstall 15 Amp fuse in control panel. down on roof above the lock to aid in turning the 10. Press the control board AUTO button. key. Turn key one quarter turn clockwise. 2. Lift roof to the open position. 3. Press the control board OFF button. 4. Remove 15 Amp fuse from control panel. 5. Remove the rear panel. 6. Locate the fuel selector switch (A). located on top of the fuel regulator (B). Using a 5 mm Allen wrench, turn the selector switch to either LP or NG. r 19 System Connectors Low Voltage connections to signal fault contacts, transfer switch communication and auxiliary 12VDC power are made via a field connection terminal block in control board area. Compare this illustration with your generator to familiarize yourself with the location of these connections. 0 - Two Pin Terminal Block — Used to connect utility 240 VAC from fuse block in ATS to the control board. Connect only one wire per terminal. Use #14 AWG [2.5 mm2] minimum 300 volt wire. 0 - Fault Contacts — Use NO, COM and NC to hook up a siren, light, etc. to alert you in case of a fault. Contacts reverse state (NO goes to NC and vice versa) upon a fault condition. 0-Transfer Switch Communication (TxRx and TxRx GND) — Connect to transfer switch control board for communication interface using 18AWG [1 mm2] twisted pair wire. LED and GND Connection — Not required for wireless monitor included with unit. Available for optional hardwired remote system status panel accessory, #6154. Eight Pin Terminal Block — Used to connect signal wires to the control board. Connect only one wire per terminal. 0 - Power Connection (Line 1 and Line 2) — Power connection to transfer switch. Ground Connection — Connect to transfer switch ground Neutral Connection — Connect to transfer switch neutral For power output connection (Line 1, Line 2, Neutral, and Ground), refer to the following table: z 300V, 75°C 17 kW 20 kW 4AWG [21 mm2] Cu 4AWG [21 mm2] Cu 3AWG [27 mm2] Al 2AWG [34 mm2] Al Reference NEC 2014 table 310.15 (B) (16) • Use National Electric Code for correction factors and wire size calculations Metric system rounded for simplicity. For transfer switch communication use #18 AWG [1 mm2] twisted pair conductors, no greater than 200 ft in length, 300 volt 90°C wire. When connecting to the terminal block, fasten only one wire to each connector screw. Torque terminal block screws to 4.4 in -lb [0.49 Newton meter]. Torque circuit breaker connections to 45 in -lb [5 Newton meter]. 20 Communication Connections Connect the applicable communication leads to the automatic transfer switch as shown in the table below. Pin Number Description Wire Type Connect To Notes 18 AWG [1 mm2] twisted pair conductors no longer than1NormallyOpen61m, 300V, 900 C copper wire For Optional Alarm 18 AWG [1 mm2] twisted pair conductors no longer than2Common 61 m, 300V, 900 C copper wire For Optional Alarm 18 AWG [1 mm2] twisted pair conductors no longer than3NormallyClosed61m, 300V, 900 C copper wire For Optional Alarm 4 Transfer Switch 18 AWG [1 mm2] twisted pair conductors no longer than 4 (T/R) on transfer Must Connect Communication 61 m, 300V, 900 C copper wire switch board Transfer Switch 18 AWG [1 mm2] twisted pair conductors no longer than 5 (GND) Ground on 5 Communication 61 m, 300V, 900 C copper wire transfer switch board Must Connect Ground 18 AWG [1 mm2] twisted pair conductors no longer than Red wire on fault For Optional Fault 6 LED 61 m, 300V, 900 C copper wire indicator plate Indication 18 AWG [1 mm2] twisted pair conductors no longer than Black wire on fault For Optional Fault 7 Ground 61 m, 300V, 900 C copper wire indicator plate Indication Ground 8 Not Used N/A N/A N/A 25 Utility 14 AWG [2.5 mm2] minimum 300V wire Transfer Switch Must Connect Utility 26 Utility 14 AWG [2.5 mm2] minimum 300V wire Transfer Switch Must Connect Utility Generator AC Connection System A single-phase, three -wire AC connection system is used in the standby generator. The stator assembly consists of a pair of stationary windings with two leads brought out of each winding. The junction of leads 22 and 33 forms the neutral lead, as shown schematically and as a wiring diagram. A complete schematic and wiring diagram can be found later in this manual. NOTICE Neutral is not bonded to ground at generator. NOTICE Generator must be used with only an UL approved transfer switch that is compatible with the generator. 33 Neutral 2 120V m 0 a 120V Circuit Breaker 11-0 0— 240V 44 0 0— From Alternator Power Windings 0 22 44 11 Circuit i Breaker 1 I I i I I I I 1 1 I 1 I 1 I 1 1 1 I I O L2 L1 To TransfJ Switch 21 Grounding the Generator The standby generator must be installed as part of a system that includes a listed transfer switch, with neutral to ground bonding at the transfer switch in accordance with installation instructions. Unless mandated by local code, additional grounding to earth at the generator is not required. Any grounding at generator must use metal piercing lock washers or equal), UL listed terminals installed per terminal supplier's instructions, and comply with national electrical codes and local requirements. Utility Circuit Connection 240V Utility" leads must be routed in conduit. The 240V Utility" leads deliver power to the generator's circuit board, optional battery warmer and optional oil warmer. This power also charges the battery. When power on these leads is lost, the generator will start. Using installer -supplied minimum 300V, 14 AWG [2.5 mm2) wire, connect each control circuit terminal in the generator (25 and 26) to the fuse block in the automatic transfer switch. Use National Electric Code for correction factors and wire size calculations. A Generator Power Connection Using installer supplied minimum 300V wires and the table located on page 21, connect generator power output Line 1, Line 2, neutral and ground to the corresponding Line 1, Line 2, neutral and ground in the transfer switch. When making connections, obey wire type and torque specifications printed on the circuit breaker and neutral/ground connectors. Transfer Switch Communication Using installer supplied #18 AWG [1 mmg twisted pair conductors, no greater than 200 ft in length, connect 4(Tx Rx) and 5(Tx Rx GND) from the generator terminal block to 4(T/R) and 5(GND) on the transfer switch control board. 0 S(GND) 4CUR) O O 00 J9 V. GNDUR NO C NC O O/ 22 System Control Panel The generator control panel, located inside the generator housing, is shown below. Brief descriptions of the controls used during installation are: The generator control board, located inside the generator, under the roof, is shown below. Brief descriptions of the controls used during installation are A - Menu/Programming Navigation Buttons — See Menu section for details B - Mini USB Port — Authorized Dealer Service Use Only C - Generator Operation Control Buttons — AUTO" Normal operating position. Press and hold button to put unit into Automatic mode. If an utility power outage is sensed, the system will start the generator. When utility power is restored, auto lets the engine stabilize internal temperatures, shuts off the generator, and waits for the next utility outage. OFF" Turns off running generator, prevents unit from starting, and resets any detected faults. OFF must be pressed and held for more than 5 seconds in order to reset service codes. MANUAL" Used to manually start the generator. AUTO" LED — LED will light when unit is placed into Auto mode. LED will blink if exercise cycle is not set or set to OFF. D -15 Amp Fuse — Protects the standby generator DC control circuits. If the fuse has 'blown' (melted open) or was removed, the engine cannot crank or start. Replace the fuse using only an identical ATO 15A fuse. One spare fuse is supplied with the unit. E - Cover — This protective cover must be opened to access the fuse and the USB port. F - Digital Display — Displays generator mode, menu options, service codes, and service engine indicators More information may be found in Controls in the operator's manual. 23 Menu The following chart shows the icons for the buttons that control the system control panel. MENU ENTER THE MENU (VIEW SETTINGS) PRESS TO CONFIRM SELECTION WHEN PROGRAMMING. ESCAPE (EXIT) RETURN TO LAST MENU ITEM a RIGHT ARROW TOGGLE THROUGH MENU OPTIONS SETTING SYSTEM PARAMETERS LEFT ARROW TOGGLE THROUGH MENU OPTIONS SETTING SYSTEM PARAMETERS O MANUAL MODE USED TO MANUALLY START THE GENERATOR. PRESS AND HOLD BUTTON TO START THE GENERATOR. OFF TURNS OFF RUNNING GENERATOR, PREVENTS UNIT FROM STARTING, AND RESETS ANY DETECTED FAULTS. NORMAL OPERATING POSITION. PRESS AND HOLD BUTTON TO n PUT UNIT INTO AUTOMATIC MODE. IF A UTILITY POWER OUTAGE0 ! IS SENSED, THE AUTOMATIC MODE SYSTEM WILL START THE GENERATOR. WHEN UTILITY POWER IS RESTORED, AUTO LETS THE ENGINE STABILIZE INTERNAL TEMPERATURES, SHUTS OFF THE GENERATOR, AND WAITS FOR THE NEXT UTILITY POWER OUTAGE. The following chart describes key sequences for accessing different programming modes; GENERAL SET-UP PRESS AND HOLD [ARROW LEFT AND ARROW RIGHT] FOR THREE SECONDS TO ENTER THE PROGRAM MODE. 71KF> ADVANCED SETTINGS PRESS AND HOLD [ARROW LEFT, ARROW RIGHT AND ESC] FOR THREE SECONDS TO ENTER THE ADVANCED SETTINGS MODE. WIRELESS LINK MODE PRESS AND HOLD [MENU AND ESC] FOR THREE SECONDS TO ENTER THE WIRELESS LINKING MODE. 24 General Set Up Screen For general set up, press and hold the left arrow and right arrow © . for 3 seconds. Follow the prompts as outlined below. MEE SET DATE YEAR MONTH DAY## FLASHING B FLASHING FLASHING ®CS or 2 © or a © or a or SET TIME HOURS MINUTES AM/PM FLASHING a FLASHING FLASHING C or or or If set to OFF, display will read: [ExEXERCISECYCLEOFFE °f or SET EXERCISE CYCLE a DAY OF WEEK a HOURS ® MINUTES FLASHING CFLASHINGFLASHINGFLASHING4"S or © or . © or . © or EVENT LOG Display will scroll last service code event, date, time, El and temperature of when the event occurred. ER or IF NO BUTTONS ARE PRESSED FOR 30 SECONDS DURING PROGRAMMING, THE CONTROL PANEL WILL AUTOMATICALLY EXIT THE PROGRAM MODE. 25 Control Panel Prompts Automatic Mode In Automatic Mode, the display screen will display via scrolling text: GENERATOR READY - if the unit is in standby and utility power is present. GENERATOR ON - if the unit is running and utility power is not present. SERVICE CODE - if a system fault has been detected. General System Parameters To view general system parameters, press the MENU button. The following will scroll across the digital display and then move to the next item: Run time Date Time Exercise Cycle date and start time The user can press the LEFT ARROW or RIGHT ARROW at any time to move to the next item. The user can press ESCAPE to go back to GENERATOR READY. If no user inputs are made for 10 seconds after all the items have been displayed, the control board will reset to GENERATOR READY. AUTOMATIC MODE GENERATOR READY or SERVICE CODE DESCRIPTION When Generator NOT Running - Auto Mode) GENERATOR ON When Generator Running - Auto Mode) oc 11 (MENU) RUN TIME E OR i OR R F511 OR F]j 26 Advanced Screen Settings Advanced setting parameters are preset at the factory for a typical installation. To view Advanced Settings items and/or to change items, follow the instructions listed below. NOTICE Advanced settings are critical to the operation of the unit. Careful consideration should be taken when working in the Advanced Settings menu. Exercise caution when selecting and verifying parameters for the generator and region where the generator is being operated. Confirm all settings before operating the generator for the first time. For advanced menu items, press and hold the left arrow, right arrow, and escape key O O 0 for 3 seconds or see pg. 29 for additional key sequence. Follow the prompts as outlined below. NOTICE In the Advanced Setting menu, a three button access code (left arrow, right arrow, and escape key QOD must be pressed once to enter the menu and again to change any setting. After each confirmation of a setting, t e selection will display solid for 2 seconds before moving to the next program item. nM KW . O O OO — 1110. SINGLE THREE moo - FLASHING VOLTS © VOLTS FLASHING CAN BUS TEST moo01 ON FLASHING i r © FI- or SOFTWARE VERSION DISPLAYED 27 Service Code Detection System The generator may have to run for long periods of time with no operator present. For that reason, the system is equipped with sensors that automatically shut down the generator in the event of potentially damaging conditions, such as low oil pressure, high temperature, over speed, and other conditions. Refer to Service Code Detection System in the operator's manual for more detailed information. Final Installation Considerations Engine Oil NOTICE Any attempt to crank or start the engine before it has been properly serviced with the recommended oil will result in equipment failure. Refer to Maintenance in the operator's manual for oil fill information. Damage to equipment resulting from failure to follow this instruction will void engine and generator warranty. The engine is shipped from the factory pre -run and filled with synthetic oil (API SJ/CF 5W-30). This allows for system operation in a wide range of temperature and climate conditions. Before starting the engine, check oil level and ensure that engine is serviced as described in Maintenance of the Operator's Manual. The use of synthetic oil does not alter the required oil change intervals described in the Operator's Manual. For operation of temperatures below 30OF (-1 °C), the use of fully synthetic oil (minimum API SJ) of viscosity 5W30 is required. Battery WARNING Battery posts, terminals and related accessories contain lead and lead compounds, chemicals known to the State of California to cause cancer and reproductive harm. Wash hands after handling. The installer must supply and install a 12 Volt DC rechargeable starting battery. The starting battery MUST conform to the specifications shown below in the chart. Battery Standard Cold Start Specifications less than 30°F) Volts 12 Volt DC 12 Volt DC Amps (MIN) 540 CCA (cold 630 CCA cranking amps) cold cranking amps) Construction Wet lead acid Wet lead acid Terminal Type Top post type Top post type battery battery Dimensions BCI size 26 BCI size 75 MAX): Install the battery as described in Servicing the Battery in the Maintenance section of the Operator's Manual. Always make sure the NEGATIVE cable is connected last. WARNING Storage batteries give off explosive hydrogen gas during recharging. Slightest spark will ignite hydrogen and cause explosion, resulting in death, serious injury and/or property damage. Battery electrolyte fluid contains acid and is extremely caustic. Contact with battery contents could cause severe chemical bums. A battery presents a risk of electrical shock and high short circuit current. DO NOT dispose of battery in a fire. Recycle battery. DO NOT allow any open flame, spark, heat, or lit cigarette during and for several minutes after charging a battery. DO NOT open or mutilate the battery. Wear protective goggles, rubber apron, rubber boots and rubber gloves. Remove watches, rings, or other metal objects. Use tools having insulated handles. 28 Initial Start-up (No Load) The unit has been set-up for NG operation at the factory. Fuel conversion, if needed, must be completed prior to performing these steps. See Fuel Conversion. Before operating the standby generator or placing it into service, inspect the entire installation carefully. Then begin testing the system without any electrical loads connected, as follows: 1. Remove three screws (A) that secure control box cover to enclosure to expose unit's circuit breaker. 2. Connect an accurate frequency meter to line side of generator's main circuit breaker. 3. Set generator's main circuit breaker to ON closed) position. 4. Install 15 Amp fuse in control board. 5. Press and hold MANUAL button on control board for 3 seconds. Engine will start. When the generator is started for the very first time, it will require that air in the gaseous fuel lines be purged. This may take a few minutes. 6. Listen for unusual noises, vibration or other indications of abnormal operation. Check for oil leaks while engine runs. 7. Let engine warm up for about 5 minutes to allow internal temperatures to stabilize. 8. Check generator output at load side of circuit breaker. Voltage should be 225 - 250 Volts, frequency should be 59.0 - 61.0 Hz. 9. Check generator output between one generator connection lug and neutral lug, then between other generator connection lug and neutral lug. In both cases, voltage reading should be between 112 and 125 Volts. 10. Push and hold OFF BUTTON on control board until engine stops. 11. Reinstall control box cover. 29 Electronic Governor System The engine electronic governor system allows for improved control and increased generator performance compared to mechanically governed systems. The result is smooth steady-state operation without the hunting" common to many mechanical governors. The system also reduces speed variations under engine loading and unloading and significantly reduces frequency fluctuation experienced when the engine is under higher loads. The electronic governor system is composed of a stepper motor (B), stepper motor throttle control linkages (C), and throttle side linkage (A). The control board contains a digital controller that processes engine speed information and sends appropriate commands to the stepper motor to control the position of the engine throttle. Since the electronic governing system controls the engine throttle demand based upon generator load, the following service codes and/or conditions may be related to an electronic governing system issue: Engine Does Not Start Over Speed Under Frequency Unstable No Load Engine Control While trouble shooting any of these conditions, a verification of the electronic governor system can be initiated through the control panel — advanced menu options — Electronic Governor Check. Electronic Governing Check: The generator has an electronic governing check feature that will turn on the stepper motor and move the throttle linkage clockwise and counterclockwise within the throttle limits. The test will rotate the stepper motor and move the throttle arm between the wide open throttle and dead idle limits 4 times with a 2 second delay between each throttle sweep. This will allow visual verification that the stepper motor is functioning properly and the control linkages are connected. The engine will not attempt to start during this test. If the stepper motor does not move, or if a linkage binds, then service may be required. NOTICE If stepper motor does not move, please make sure the stepper motor connector is attached. 0 C•] 0 30 Operation Automatic Operation Sequence The generator's control board constantly monitors utility voltage. Should utility voltage drop below a preset level, the control board will signal the engine to crank and start. When utility voltage is restored above a preset voltage level, the engine is signaled to shut down. The actual system operation is not adjustable and is sequenced by sensors and timers on the control board, as follows: Utility Voltage Dropout Sensor This sensor monitors utility source voltage. If utility source voltage drops below about 70 percent of the nominal supply voltage, the sensor energizes a 3 second timer. The timer is used to 'sense' brown -outs. Once the timer has expired, the engine will crank and start. Utility Voltage Pickup Sensor This sensor monitors utility power voltage. When utility voltage is restored above 80 percent of the nominal source voltage, a time delay starts timing and the engine will go to engine cool -down. Engine Cool -down Timer When utility power is sensed and the load transfers to the utility source, the engine will go into a cool down period as described below: If the generator has run for MORE than 5 minutes, once the utility transfer occurs, the engine will continue to run for about 1 minute before shutting down. If the generator has run for LESS than 5 minutes, once the utility transfer occurs, the engine will continue to run until 5 minutes has elapsed before shutting down. Setting Exercise Timer The generator is equipped with an exercise timer. During the exercise period, the unit runs for approximately 20 minutes and then shuts down. Electrical load transfer DOES NOT occur during the exercise cycle (unless an utility power outage occurs). The generator will only enter the exercise cycle if the unit is in the AUTO mode and this exact procedure is followed. To set the exercise timer: NOTICE The generator is set with a default exercise cycle setting of Tuesday at 2:00 P.M, Central Time. To change the cycle setting, proceed to the following steps: 1. Choose the day and time you want your generator to exercise. 2. Press and hold the left arrow and right arrow simultaneously for 3 seconds to enter the General Set -Up program mode. See General Set -Up flow chart in Menu Section. 3. Verify and/or set the time and date on the unit. 4. Go to the SET EXERCISE prompt and hit the "OK" button. NOTICE Items will flash until they are selected. SELECT DAY: Use the left or right arrow to toggle through the days of the week, Once the day is selected, hit the "OK" button. SELECT HOUR: Use the left or right arrow to toggle through between 1 and 12. Choose the hour of day you want the generator to exercise then hit the "OK" button. SELECT MINUTE: Use the left of right arrow to toggle between :00 and :59. Choose the minute of the day you want the generator to exercise then hit the "OK' button. SELECT AM/PM: Use the left of right arrow to toggle between AM and PM. Once chosen, hit the OK" button. NOTICE During the weekly exercise cycle, the generator will run for 20 minutes, but it will not supply power to the home. During the exercise cycle, the in -home monitor will continue blinking the GENERATOR READY green LED. If you want to change the day and time the unit exercises, simply perform the procedure again. To turn off the generator exercise cycle, go to the OFF selection within the day of the week menu and press OK. The display will then scroll: EXERCISE CYCLE OFF. Installation Inspection Before placing the generator system into service, inspect the entire installation carefully. This completes the installation and start-up instructions. The operator's manual provides full details on Operation, Maintenance and Troubleshooting for this generator system. 31 Schematic / Wiring Diagrams Schematic Diagram 1 N.O. CHANGES STATE 2 COM ON FAULT 3 N.C. TO TRANSFE 4 o TxRx SWITCH 5 o TxRx GND 6 +LED TO OPTIONAL f RED,/l I - 7 GND MONITOR ' -> WHT ; - SYSTEM _ _ _ I 8 0 GENERATOR CONTROLLER J5 UTILITY OPTIONAL FROM — — — 25 240V WIRELESS TRANSFE J7 J4 GSWITCH - - - 26 240V UTILITY TO OPTIONAL ANTENNA F EXTER WIRIP E1 92 93 E2 BW 2X EW R N-------------------------- {--I - - - - - - - CB E1- - - - - - - - - - - - - - - - - - - 0 I E2------------------- 9 ----------------------------------- 32