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Home My WebLink About1503 Mellonville Ave 17-1577; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ L-A). 2L11 7 Job Address: - 150:: OZt;11Q"Ll , f Ve Historic District: YesEl No 0 Parcel ID: Type of Work: New;KAdditionD Description of Work: ResidentialEl CommercialEl Alteration 11 Repair El DemoEl Change ofUse l] MoveEl Plan Review Contact Person: Title: Phone. Fax: Email: Property Owner Information Name 12LIT reo) 6t'& Phone: Street: Resident of property? City, State Zip: Contractor Information Name n1_LLL1&) Phone: al7-77SS, Street: 30 5*0 Fax: City, State Zip- State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as.water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date St6aturc of ad&riAgent Date 4o Print Owner/Agent's Name Print Contractor/Agent's Name J Signature of Notary -State of Florida Date Signature of Date 0, cis 3 II Owner/Agent is Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID Type of ID ProducedlD_ Type oflD BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicalE] PlumbingE] Gas FJ Roof [] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No [_1 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7- 1-- I hereby name and appoint: V 'i'Lo j 1 a Y9 6r -,I an agent of, Fi i C Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9--"`—All permits and applications submitted by this contractor. or 0 The specific permit and application for work located Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: /!L'&3 State License Number: Signature of License H STATE OF UT DI A COUNTY OF The foregoing instrument was acknowledged before me this 3 ( day of- 201_7 _, by 1V Who is o persona known to me or who has produced EL- Lic t A as identification and who did (did not) take an oath. 4ureSiva: JACQUEUNE RIVERA MY COMMISSION # Fr Via XPIRom. =1r29'2018 Print or te name Notary Public - State of Commission No. My Commission Expires: Rev. 8/06/13) To: anner Advantage Plumbing, Inc. rN I toroperty Partners, LIP 1675 EE Williamson Road Sulte 1030 Longwood, FL 32779 pntpropertypartners@gmail,com We hereby submit specificatibns and estimates for -P—JP-1Af—G&—LA-80—R —on 2 Water Closets, owner provided. 3 Lavatories, owner provided. I N(chen Sink Owner provided. 2 Tubs, owner provided, 1 Hot Water Heater, owner provided. I Shower, owner provided. I Laundry box, owner provided, I Ice Maker box, owner provided. 2 Hose Bibbs, per print. I Disposal, Badger V, owner provided. Hookup owner provided dishwasher. Sewer and water service. CPVC water piping. Owner provided valves. Page No. 1 of I Page(s) I W3 Mellonville Avenue Sanford, FL 32771 We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of. Three _thousand nine hundred any nine -five rs 9,—,995,00 with payment to be made as follows: 45-!j —co_mAption of ro , h in - 0, of tub set. A0-/--4V0-QSPmp kfi_on oQrim. All material is guarani tcVbe e, specified, All work to be completed in a workmanlike manner according to standardPractices. This propos I subject to epta9tia within 30 days and is void thereafter at the option of the undersigned, i df Authorized Signature ACCEPTANCE 0 The above prices, specifications and conditions are hereby accepted. P8,n-*n1 above. ACCept D. 77 Signature Date —742hj You are authorized to do the work as specified, PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515 - F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM A 4 -9 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 17-1577 Application No: Documented Construction Value: $ $ 3995.00 Job Address: 1503 Mellonville Avenue Historic District: YesEl No Parcel ID: ResidentialEl CommerciaIF1 Type of Work: New 13 Addition El AlterationEl Repair Demo 0 Change of Use El Move Description of Work: Plumbing new residential construction Plan Review Contact Person: Phone: 407-323- 7515 Name Street: Marty Hal I PNT Property Partners City, State Zip: Advantage Plumbina, Inc. Name Fax: 407- 323- 8954 Title: Comptroller Email: advantageplui-nbing@cfl. rr.com Property Owner Information 407-490-8900 Phone: Resident of property? : Contractor Information Street: 10 Box I' V'f7' City, State Zip: Sanford, FL 32772 Phone: 407-323- 7515 Fax: State License No.: 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 FORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Application ishereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior totheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 cffcct 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the 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. Signatureof(aw;e Agent _. Date Signature ofNatary-StateofFloiida -' Elate Owner/Agent is Personally Known to Me or Produced ID Type of ID 7-28-17 Sigi ur Agent dtate A Thomas Smith Print Contractor/Agent's Name 7-28-17 Signature ofNotary-State of Florida Date NN MMA THA Y. HPAZLIL Cortnnis$ion # FF 90725 RR . , c ea a mr try February .o20 eaoaes7Q Conractor Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical © Mechanical Plumbing Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Gas n Roof [] Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes [) No UTILITIES: WASTE WATER: FIRE: _ BUILDING: Revisal. June 30, 2015 Permit Application r1i Advantage Plumbing, Inc. buDM[Ueo I o: Patricia Tanner K_am ePNT Prope`rtyPartn-ers, LP- 1675 EE Williamson Road Suite 1030 Longwood, FL 32779 pntpropertypartners@gmall.com v"J "I'MIDY $Wml sWftations and estimates 2 We* Closets, owner provided. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 2 Tubs, owner provided, I Not Water Heater, owner provided, I Shower, owner provided. I Laundry box, owner provided. I Ice maker box, owner provided. 2 Hose Bibbs, per print. I Disposal, Badger V, owner provided. Hookup owner Provided dishwasher. Sewer and water service. CPVC water piping. Owner provided valves, Pry} p Page No, 1 qsal of I Page(s) Job Name: 1503 Met n-ville A —venue Sanford, FL 32771 7t27/17 We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: with payment to be made as follows: lee co vilon com Loop of tam. All materialal is guarant to'be`s specif d All work to be WPractices. This pro completed in a workmanlike manner according to standardIsubjecttoeptar' within 30 days and is void thereafter at the option of the undersigned, Authorized Signature ACCEPTAKCIE QF,FROP'QSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment vW_11,berrdda)as outlined above, ACCEPUD: Signature Date _74j PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515 - F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM Job Address: 1503 Mellonville Avenue CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 17-1577 Application No: Documented Construction Value: S $ 3995.00 Historic District: Yes 0 No Parcel ID: tt— Residential Commercial n Type of Work: New 3 AdditionEl Alteration El Repair Demo I._I Change of Use Move Description of Work: Plumbing new residential construction Plan Review Contact Person: Marty Hall Phone: 407-323-751 S Fax: 407- 323-8954 Email: Title: Comptroller advantageplumbing@cfl. rr.com PNT Property Partners Property Owner Information 407- 490-8900 Name Phone: Street: Resident of property? : City, State Zip: Advantage Plumbing, Inc. Contractor Information Name 407-323-7515 Phone: Street SanfordFax: City, State Zip: , FL 32772 State License No.: 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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Applicationis 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 thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: S'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application August 25, 2017 City of Sanford Building and Fire Prevention Division 300 N. Park Ave. Sanford, FL 32771 Re: Residence Permit # 17-1577 1503 Mellonville Ave Sanford, FL 32771 lgrzamE! • This letter is to confirm that the foundation system was placed and was constructed at the address and permit number indicated) in conformance with the Residential -- Florida Building Code (Fifth Edition 2014) and the approved construction documents. If you have any questions, please contact me at (321) 228-4225, 07 CITY OF SANFORD BUILDING & FIRE PREVENTION V, PERMIT APPLICATION Application No: 5 rl Documented Construction Value- $ Job Address: ilonvil(c A-vfa(A&= Historic District: Yes [I No Parcel ID: 31. i 9 - 31 - 5o 1- (2 L-T n,2 -12L22--c Residential W Commercial Type of Work: New 14 Addition R Alteration El Repair El Demo El Change of Use El Move Description of Work:_ tienoflQmC.,- Doov d 2. f3y-au L-,c - PlanReviewContactPerson: Title: RQ1CCf I-)-e6lWCr a Phone: ' Fax: Email:c6b. c6q I C Ltqhoa 1- 10 L Name Phone: 221 - DL52-a Street: Resident of property? City, State Zip: FILL Contractor Information Name K iw R fl k A Street: Z4., !See 0"I City, State Zip: 54,-v 1 F1 Phone: ') 3 e 3 C) 9 6;1 &7 F Mi StateLicense No.:6,2 4 ? -17 4 ArchitectfEnginear Information Name: LoW Phone:S. - 43-aS Street: b-- yan 4- '413417-& e--+ Fax: City, St, Zip: Lon P71 -;5aq S C) E-mail: S y t 6A(ft-, Ivi lvj,v vq Bonding Company: / A Mortgage Leader: Address: ON /± Address: kff WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF' COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc- FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30,,2015 14 11 0> Permit Application NQILCE: 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. A, Signature of OwnW/Ajcnt to giinature of- Contractor/Agent Date r (k, p cr/Agen 's n r/Agent's f4arne C5 Si to 01 ;0 of tA TANNOW Signatu Ae (WAJWITANWW MY COMMISSION 0 FF967079 My COMMISSION# FF967079 EXPIRES Match 02.2()20 EXPIRES Match 02,2020 00t1 3Wo*aa 40Q 3",0 .0 Owner/ Agent is Persona mown to Me or Contractor/Agent i Personally Known to Me or Produced ID Ty Produced ID Typel'TM BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Z Electrical 21 Mechanical Ef PlumbingR[ GasR RoofF] Construction Type: Total Sq Ft of Bldg: FM Z- c>s 9 Occupancy Use: 7- Flood Zone: 5 r-T- Min. Occupancy Load: I I # of Stories- I New Construction: Electric - # of Amps I S0 Plumbing - # of Fixtures__L-I_ Fire Sprinkler Permit: YesE] No L9 `--'L` # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: (=,-14-1-7 UTILITIES: WASTE WATER: ENGINEERING: L - ZO - 1] V-Ilfk-cl FIRE: Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. Revised: June 30,2015 Permit Application THIS INSTRUMENTP E RED BY: Name Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: ifi""-tf'I I"It1f_4)`l` r :3'!'fil'I(IL.G Cl}Llhd f'1` GR.K 0f: Tf;:C:'.la: CLERK'S v 2017053907 Ftl:(:l'lftiliLli i,l.:J./31r2l=ll r 1i1 IZECCFIMEU BY ,jeJ.J !11ro Parcel ID Number: Iq-3i_5oi bC-7-00-LUci-p The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 3 L_5S S V i ST 4 6 ST-OT1 5 1'23:5 tq(42 GENERAL DESCRIPTION OF IMPROVEMENT: N e t"') i. o,.,s cC a CM OWNER INFORMATION: Address: Fee Simple Title Holder (if other than owner) Name:, Add k-- 41 u V—' rra Address: `" f , act q 't7-- ,rX /Jy Ci 7—%4 tmcX ! 4 v ,"c '' Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the t of my knowledge all lief. Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." if State of ( tXL county of The foregoing instrument was acknowledged before me this L11.,` day off 12017 qa u, by [:(L i t (J T Who is personally known to me;$ Name of person making statement k'A; OR who has produced identification type of identification produced: ' s7itwp r mw 21 PATRICIA TANNER t MY COMMISSION # FF967079 Notary Signature " EXPIRES March 02. 2020 1 < tAo/ 998.0•a3 P Senic+.oam C„a : x 4"; Blanton, Deborah From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Wednesday, May 31, 2017 11:59 AM To: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Cc: ptanner@multhai.com Subject: 1503 Mellonville Ave. single family demo/rebuild Good morning, This is to advise that there will not be any new Seminole County road impact fees for 1503 Mellonville Ave, single family residential demo/rebuild. Please let me know if you have any questions. Please note: Impact Fee applications require 5 to 7 business days to process, once a complete application is submitted. In order to avoid having your project delayed, please submit applications as early as possible in the development process. Best Regards, 1Ta4n1(_ Jomi Forte / Program Coordinator / Impact Fees & Concurrency Seminole County P&D / Business office / Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / 'orte(o)seminolecountvfl.aov 006 I We are paperlessl Please submit electronically.. ePlan Applicant User Guide Please share your thoughts, Customer Service Survey: http.,Ilai2ps.seminolecountyfl.govLcms application Dlaceholder.aspx?2age=CMSForm&Lormid=55 Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Ele ctive February 2017 - August 2017 BP# 17-1577 1503 Mellonville Ave Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 16491square feet I SQUARE FOOTAGE OF GARAGE ONLY: 410 1 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 20591square feet Dollar Valuation of Work: 1 $2065225.4 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 63.82 1 A3.5 25.00 618.6 2,191.088' Mi't—77-4t City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: David P. Brauer Firm: HK McKinnon Address: 2464 S. Sanford Avenue City: Sanford State: FL Zip Code: 32771 Phone: 321-663-1937 Fax: Email: dpb.odglC@yahoo.com Property Address: 1503 Mellonville Avenue Property Owner: Terrell HUnt Parcel identification Number: 31-19-31-501-OGOO-0020 Phone Number: 407-221-2522 Email: The reason for the flood plain determination is: W New structure Existing Structure (pre-2007 FIRM adoption) F-1 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) Ig \ gwgn n 22111 gg"-- IN IN. gkATIA, .777i0m IN INMOW- wgg Man 40, J Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070E Map Date: Sept. 28,2007 The referenced Flood Insurance Rate Map indicates the following: 0 The parcel is in the: 0 floodplain Ofloodway F-1 A portion of the parcel is in the: F-1 floodplain El floodway FEW The parcel is not in the: FEWfloodplain [::]floodway El The structure is in the: Elfloodplain F-Ifloodway El The structure is not in the: E] floodplain F-1 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-1577 Reviewed by: Michael Cash, CFM Date: June 20, 2017 REQUIRED INSPECTION SEQUENCE BP4 17-1577 Address: 1503 Mellonville Ave BUILDING PERMIT Min Max Ins ection Description 10 Foundation / Form Board Survey 20 Slab / Mono Slab Pre our 30 Lintel 40 Sheathing — Walls 40 Sheathing — Roof 50 80 Metal Lathe 50 Roof Dry In 60 Framing 60 1000 Final Roof 70 Insulation Rough In 80 Drywall 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspect on Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description REVISED: June 2014 FOUND 1/2-IRON ROD NO IDENTIFICATION FOUND 3/4" IRON PIPE NO IDENTIFICATION BACK OF WALK IS 8. 0' W. z SITE BENCHMAR X-CUT" IN WA! ELEVATION= 29 SCALE: -- j 30' — LLJ 0 Q 30 0 0 4C) 7.5'SETBACK 10 c; 1 00 jmui 0) NI L 13.7' Ln OL;ji 10 LU >I, Li C- FOUND 3/4" IRON PIPE NO IDENTIFICATION BACK OF WALK IS 7.5' W FENCE CORNER/ IS 1.2' S. (OFF, BOUNDARY SURVEY LOT 1, BLOCK G N8917'47*E 204,61'(M) N89*28'52"E 204.25'(c SINGLE: STORY STRUCTURE # 1503 FINISHED FLOOR ELEVATION = 30,19' 53,4* A/C 7.5* SETBACK ci 29 LOT 2, i PAD BLOCK G b 207,72*(p); 206.87'(c) T9$9, PORTION OF LOT 3, BLOCK GINCLUDED 5S69-2b 2 W 2Ub.44 C) 6' WF S89*28'52"W 208.44'(m) BASIS OF ROTATION REMAINDER OF LOT 3, BLOCK 0 NOT INCLUDED 211,51'(p); 209,49'(C) LOT 4, BLOCK G LOT 20, BLOCK G FOUND 112" IRON PIPE NO IDENTIFICATION FENCE LINE IS 3.0' E. Lx FENCE CORNER IS 1.7' IN & 0-1' W x - I ,E FOUND 3/4" IRON PIPE S, NO IDENTIFICATION FENCE CORNER IS 0.5' S. AND 2.2' E. o u o LOT 19, BLOCK G xm 00 C) p C) 0 C) o 0 b LOT 18, BLOCK G C/) FOUND 3/4" !RON PIPE NO IDENTIFICATION F-ENa CORNERS -ARE 4.0' S. AND 1.2' E. & 7.2' S. AND 0.2' E. LOT 17, BLOCK G PLEASE VISIT OUR WEBSJTE: WW`W.DSWSURVEYS.COM iT IS CERTIFIED T r' IfVEY REPRESENTED HEREON MEETS OREXCEEDSTHEST;bk R*Yl PRACTICE AS SET FORTH IN CHAPTER 5U lj FI,0RW,,ACl*Ajf,0jSTRATIVE CODE, 77w-w SUBJECT PARCEL CONTAINS PURSUANT ct 7.OQ7, FLORIDA STATUTES. PROFESSIONAL SURVEYORS AND MAPPERS 0.3789+— ACRES NOT-S: NOT VALID WT RE: AND THE ORICINAL RAISED4500ORANGEBOULEVARD, SUITE 1000 ELEVATIONS SHOWN HEREON ARE & I NA17matSEALOF :A R& I LASED-SURVEYORAND MAPPER SANFORD, FLORIDA 32771 116507.43± SQUARE FEET BASED ON SEMINOLE COUNTY RIDi—,ra v Phone: (352) 735-3796 BENCH, MARK: BM CPS 0280 S"rve-vi"g DRAWING: 16.2364 SURVEY DATE: 09/06/1 ELEVATION= 17.34' NAVD 88 Mapping, PLC' JOB NO 16.2364 Sheet 2 of 2 INTENDED DISPLAY SCALE: 1" = 30' DRAWN: HSY DOUGLAS S. WJLLlS,,-,'F7l' "Registration # 5984 FOR THEII E q , - FIRM: BOUNDARY SURVEY DESCRIPTION (As Furnished) LOTS 2 and 3 (LESS THE SOUTH 20 FEET OF LOT 3), BLOCK G, BUENA VISTA ESTATES, according to the plat thereof as recorded in Plat Book 3, Page 2 of the Public Records of Seminole County, Florida, NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK: BM GPS 0280 ELEVATION= 17.34' NAVD 88 CERTIFIED TO: PATRICIA TANNER BRISHAUN ENTERPRISES CORP. ROLAND H. ACOSTA & ASSOCIATES, P.A. Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mapping, PLC. per client's Instruction and makes no claims regarding ownership or rights of possession. 2• Bearings shown hereon are based on the EAST line of DESCRIPTION, Being S 00'00'00" E. ASSUMED DATUM. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not Included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10.000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping, PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM * * * * PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 S ll i V e r i Ng & Phone: (352) 735-3796 Mtlppillg, PLC JOB NO. 16,2364 Sheet 1 of 2 REVISIONS AND ADDITIONS 5/22/2017 PLOT PLAN 6/12/2017 SET SITE BENCHMARK & TOPOGRAPHICAL SURVEY 1/5/2018 IFINAL SURVEY & TOPOGRAPHICAL SURVEY LEGEND: 41y6 = Fire Hydrant Light Pole 1=1 DENOTES CONCRETE p = Delta (Intersection Angle) WF = Wood Fence R = Radius ( M) = Measured CBW = Concrete Block Wall U.E. = Utility Easement PI = Point of Intersection PT = Point of Tongency CNF = Corner Not Found PB = Plat Book OHUL = Overhead Utility Lines PG (S) = Page(s) POB = Point of Beginning PRC = Point of Reverse Curvature POC = Point of Commencement CLF = Chain Link Fence (D) = Per Description A/C = Air Conditioner BSL = Building Setback Line R/W = Right —Of —Way Denotes Utility Pole PCC = Point of Compound Curvature P) = Per Plat ® = Well q = Centerline pd = Water Meter TYP. = Typical ® = Covered RP = Radius Point R) = Radial CNA = Corner Not Accessible NR) = Non Radial (C) = Calculated BFE = Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.2364 SURVEY DATE: 09/06/16 INTENDED DISPLAY SCALE: 1" = 30' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THgT TH SURVEY REPRESENTED HEREON MEETS OR EXCEEDS THE STP ND/'R`C7fPRACTICE AS SET FORTH IN CHAPTER 5,1-13 FI,ORI A,,ADfN)NtSTRATIVE CODE, PURSUANT o 0:` fib" ,j71027, FLORIDA STATUTES. NOT VALID WFTHOL'r i$ E" AND THE ORIGINAL RAISED SEAL OF A 4LI)Rf fr iET N l SURVEYOR AND MAPPER RID DOUGLAS S. WILLI3,,„Flq kck o Registration # 5984 FOR THE FIRM: RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0517184 Builder Name: tLD/ NcStreet: 1503 Mellonvilie Ave Permit Office: City of Sanford City, State, Zip: Sanford , FL ; 32771 Permit Number#1 7 - 1 5 7 7 (SANFORD Owner. PNT Properties Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2ARTM 1. New construction or existing New (From Plans) 9. Wall Types (1464.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.2 1248.00 f[2 b. Frame - Wood, Adjacent R=11.0 216.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1613.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1613.00 ft2 6. Conditioned floor area above grade (ft2) 1613 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. NIA R= fig 11. Ducts R ft2 7. Windows(192.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 125 a. U-Factor: DbI, U=0.34 191.96 ft2 SHGC: SHGC=0.23 b. U-Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.2 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13. Heating systems k3tu/hr Efficiency d. U-Factor: NIA ft2 a. Electric Heat Pump 28.2 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.576 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems 8. Floor Types (1613.0 sq;i.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1613.00 ft2 b. Conservation features EF: 0.970 b. NIA R= ft2 None c. RIA R= ft2 15. Credits CF Total Proposed Modified Loads: 42.04 Glass/Floor Area: 0.119 Total Baseline Loads: 48.46 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. t pprrt PREPARED BY: Before construction is completed' DATE: 05-12-17 this building will be inspected for I compliance with Section 553.908 I herebycertify that this building, as designed, is in compliancefY99P Florida Statutes. with the Florida Energy Code. A OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: '1- I- - L'1 --- Compliance requires certification by the air handier unit manufacturer that the air handier 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. 5/12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: R0517184 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1613 Loy. # Owner: PNT Properties Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angie: 0 Street: 1503 Mellonville Ave Permit Ofice: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City. State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AP 2 41 91 70 75 526 44 Medium BLOCKS rber Name Area Volume Entire House 16613 12904 SPACES rr Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated Dining 121 968 No 0 1 Yes Yes Yes Kitchen 114 912 Yes 0 1 Yes Yes Yes 3 Great Rm 327 2616 No 0 1 Yes Yes Yes 4 Master Suite 299 2392 No 2 1 1 Yes Yes Yes 5 Bedroom3 177 1416 Yes 1 1 1 Yes Yes Yes 6 Bath2 48 384 No 0 1 Yes Yes Yes 7 Bedroom2 146 1168 Yes 1 1 1 Yes Yes Yes 8 Mwic 88 705 No 0 1 Yes Yes Yes 9 Laundry 39 309 No 0 1 Yes Yes Yes 10 MBath 94 756 No 0 1 Yes Yes Yes 11 Foyer 141 1124 No 0 1 Yes Yes Yes 12 Ptry 19 148 No 0 1 No Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Dining 22 ft 0 121 ft2 ____ 0 0 1 2 Slab -On -Grade Edge Insulatio Kitchen 11.3 ft 0 114 ft2 __-_ 0 0 1 3 Slab -On -Grade Edge Insulatio Great Rm 14.3 ft 0 327 ft2 ___ 0 0 1 4 Slab -On -Grade Edge Insulatio Master Suite 35.3 ft 0 299 ft2 ____ 0 0 1 5 Slab -On -Grade Edge Insulatio Bedroom3 38.3 ft 0 177 ft2 0 0 1 5/12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 FLOORS y# Floor Type — Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Ca rpet 6 Slab -On -Grade Edge Insulatio Bath2 6 ft 0 48 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio Bedroom2 11 ft 0 146 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio Mwric 1 ft 0 88 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio Laundry 1 ft 0 39 ft2 0 0 1 10SIab-On-^-.rude Edge Insulatio MBath 11.3 ft 0 94 ' 0 0 i 118lab-On-Grade Edge Insulatio Foyer 6.3 ft 0 141 ft2 0 0 1 12SIab-On-Grade Edge Insulatio Ptry 1 ft 0 19 ft2 0 0 1 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 1700 ft2 268 ft2 Medium 0.65 No 0.9 No 0 18.4 ATTIC ti # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1613 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Veined) Dining 30 Blown 121 ft2 0.1 Wood 2 Under Attic (Vented) Kitchen 30 Blown 114 S:2 0.1 Wood 3 Under Attic (Vented) Great Rm 30 Blom 327 ft2 0.1 Wood 4 Under Attic (Vented) Master Suite 30 Blown 299 ft2 0.1 Wood 5 Under Attic (Vented) Bedroom3 30 Blown 177 f12 0.1 Wood 6 Under Attic (Vented) Bath2 30 Blown 48 ft2 0.1 Wood 7 Under Attic (Vented) Bedroom2 30 Blown 146 P2 0.1 Wood 8 Under Attic (Vented) Mwic 30 Blown 88 ft2 0.1 Wood 9 Under Attic (Vented) Laundry 30 Blown 39 ft2 0.1 Wood 10 Under Attic (Vented) MBath 30 Blown 94 ft2 0.1 Wood 11 Under Attic (Vented) Foyer 30 Blown 141 ft2 0.1 Wood 12 Under Attic (Vented) Ptry 30 Blown 19 ft2 0.1 Wood WALLS Adjacent Cavity Width Space Height Sheathing Framing Solar Below Aren R-ValtipAhSnr a 1 N Exterior Concrete Block Ext Insul Dining 4.2 10 4 8 0 82.7 ft2 0 0 0.3 0 2 E Exterior Concrete Block Ext Insul Dining 4.2 11 8 8 0 93.3 ft2 0 0 0.3 0 3 N Exterior Concrete Block Ext Insul Kitchen 4.2 11 4 8 0 90.7 ft2 0 0 0.3 0 4 E Exterior Concrete Block Ext InsuGreat Rm 4.2 14 4 8 0 114.7 ft2 0 0 0.3 0 5/12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WALLS f Adjacent Pl Space Cavity Width Height Sheathing Framing Solar Below m, Tn a'I Type P Vqh e Et In P" -in Ar-a Frattirm Absor rr rim 5 E Exterior Concrete Block - Ext Ins aster Suite 4.2 14 0 8 0 112.0 ft2 0 0 0.3 0 6 S Exterior Concrete Block - Ext Instdaster Suite 4.2 21 4 8 0 170.7 ft2 0 0 0.3 0 7 N Exterior Concrete Block - Ext InsdBedroom3 4.2 12 8 8 0 101.3 ft2 0 0 0.3 0 8 S Exterior Concrete Block - Ext InsLffledroom3 4.2 11 8 8 0 93.3 ft2 0 0 0.3 0 9 W Exterior Concrete Block - Ext insLSedroom3 4.2 14 0 8 0 112.0 ft2 0 0 0.3 0 10 N Exterior Concrete Block - Ext Insul Bath2 4.2 6 0 8 0 48.0 ft2 0 0 0.3 0 11 N Exterior Concrete Block - Ext InsL edroom2 4.2 11 0 8 0 88.0 ft2 0 0 0.3 0 12 S Exterior Concrete Block - Ext insul MBath 4.2 11 4 8 0 90.7 ft2 0 0 0.3 0 13 VV Exterior Concrete Block - Ext Insul Foyer 4.2 6 4 8 0 50.7 ft2 0 0 0.3 0 14 N Garage Frame - Wood Foyer 11 7 8 56.0 ft2 0.23 0.01 0 15 N Garage Frame - Wood Laundry 11 6 8 48.0 ft2 0.23 0.01 0 16 N Garage Frame - Wood Mwic 11 5 8 8 45.3 W 0.23 0.01 0 17 N Garage Frame - Wood MBath 11 8 4 8 66.7 ft2 0.23 0.01 0 DOORS 1 # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Foyer None 35 5 6 8 33.3 ft2 2 N Insulated Foyer None 35 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Om, ID Frame Panes NFRC U Factor SHGC Area Depth Separation Int Shade Screening 1 N 'i TIM Low-E Double Yes 0.34 0.23 20.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 2 E 2 TIM Low-E Double Yes 0.34 0.23 20.0 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 3 E 4 TIM Low-E Double Yes 0.34 0.23 40.2 ft' I ft 4 in 11 fit 0 in Drapes/blinds Exterior 5 4 E 5 TIM Low-E Double Yes 0.34 0.23 20.0 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 5 S 6 TIM Low-E Double Yes 0.34 0.23 30.0 ft2 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 6 W 9 TIM Low-E Double Yes 0.34 0.23 2 0. 8 ft2 1 ft 4 in 4 ft 6 in Drapes/blinds Exterior 5 7 N 11 TIM Low-E Double Yes 0.34 0.23 15.0 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 S 12 TIM Low-E Double Yes 0.34 0.23 16.0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 V11 13 TIM Low--E Double Yes 0.34 0.23 10.0 ft2 6 ft 0 in 0 ft 6 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wail Height Exposed Wall Insulation 1 394 ft2 384 ft2 64 ft 8 ft 1 5/12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 11 Scope ,riethod11 1 bVholehouse Proposed ACH(50) INFILTRATION' SL4 CFM 50 EILA EgLA 000356 1504.8 82.61 155.36 HEATING SYSTEM ACH 2596 ACH 50 7 i # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 28.2 kBtu,hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.5 30.2 kBtuJhr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM f FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None fr DUCTS 4/ Supply --- Location R-Value Area Ratum -- Location Area Leakage Type Air Handler CFM 25 CFM25 TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 125 ft2 Attic 50 ft2 Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N CoolingJan Feb Mar HeatinJan Feb Mar Ventin Jan [ j Feb Mar Ceiling Fans: Apr (' May Jun Jul Apr J May Jun ( Jul Apr j May Jun Jul AuSep rjAuge Aug E Se [ X] Oct Nov Oct Xj Nov Oct [ X] Nov Dec Dec Dec 5/ 12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling O;NJD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 73 78 78 78 78 78 78 Cooling (A/EH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PNI 80 80 80 80 78 78 78 78 78 78 78 78 Heating 0A/Dj AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heaving 0AIEHI AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/12/2017 1:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 87 The lower the EnergyPerformance Index, the more efficient the home. 1503 Mellonville Ave, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.2 1248.00 fie b. Frame - Wood; Adjacent R=11.0 216.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1613.00 ft2 6. Conditioned floor area (ft2) 1613 b. NIA P.= ft2 7. Windows` Description Area c. N/A R= ft2 a. U-Parlor. Dbl, U=0.34 191.96 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ft2 6 125 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 SHGC: 12. Coding systems kBtu/her Efficiency c. U-Factor N/A ft2 a. Central Unit 30.2 SEER:15.50 SHGC: d. U-Factor: NIA ft' 13. Heating systems kBtui`br EfficiencySHGC: a. Electric Heat Pump 28.2 HSPF:8.50 Area Weighted Average Overhang Depth: 1.576 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation - Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1613.00 ft2 a. Electric EF: 0.97 b. NIA R= ft2 c. NfA R= ft2 b. Conservation features None 15. Crediis CF 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: Address of New Home: Date: City/FL Zip: 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. 5/12/2017 1:03 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include M This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance soffiNare tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification.(usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) NA 11 Mandatory,, Requirements(three pages) Required prior to CO for the Performance Method: E9AA Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ESA A completed Envelope Leakage Test Report(usually one page) 03A If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRRPB v5.1 5/12/2017 1:03:12 PM Page 1 of 1 rigtasoduct System Summary Job: R0517184 Date: 05-10-17 Entire House By: TMN ODG Inc 1350 Park Dr, Casseltemy, FL 32707 Phone: 321-66- 1937 gg For: PNT Properties 1503 Mellonville Ave, Sanford: FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Healing 0.50 in H2O 0.17 in H2O 0.33 in H2O 0.184 / 0.146 in H2O 0.122 in/100ft 600 cfm 271 ft Cooling 0.50 in H2O 0.17 in H2O 0.33 in H2O 0.184 / 0.146 in H2O 0.122 in/100ft 1007 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x WN in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk eatn2 l h 576 20 16 0,205 4.0 Ox 0 ViFx 19.6 70.0 st2 seer^cr,,2 C 1630 41 76 0.203 0 Ox0 VlFx 20.7 70.0 st2 i =e'rc°r3 c 3157 125 148 0.186 7.0 Ox 0 VlFx 24.1 75.0 st2 Dining c 1919 79 90 0.123 7.0 Ox 0 VlFx 49.3 100.0 st4 Fcyer C 1666 45 78 0.199 6.0 Ox 0 VlFx 22.5 70.0 st2 i Great Rm C 20*61 32 OA 26 7.0 Ox 0 VlFx 41.2 105.0 st3 j Great RT-A C 2061 32 96 0,122 I 7.0 Ox 0 VlFx 41.0 110.0 st3 Kitchen C 23671 38 111 0.140 7.0 Ox 0 VlFx 41.8 90.0 st4 Laundry C 9191 7 43 0.168 5.0 Ox0 ViFx j 24.2 85.0 sit N]Rath h 1404 48 45 0.192 5.0 Ox0 VIFx 15.7 80.0 stl N--'aster suite C 1756 63 82 0.128 6.0 Ox 0 VlFx 38.6 105.0 st3 Master Suite -A C 1758 63 82 0.123 6.0 Ox0 VlFx 39.7 110.0 st3 Mwic C 317 8 15 0.193 4.0 Ox0 VlFx 15.1 80.0 stl Ptry C 596 1 28 0.134 4.0 Ox 0 VlFx 42.1 95.0 st4 Supp y " eu-r; K -LY ai[' Tale. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 117 229 0.123 517 9.0 0 x 0 VinlFlx st2 st3 Peak AVF 190 357 0.122 455 12.0 0 x 0 Vin)Flx stl stl Peak AVF 253 460 0.122 586 12.0 0 x 0 VinlFlx st2 Peak AVF 347 547 0.123 512 14.0 0 x 0 VinlFlx 2017-May-12 13:07:41i" t' .. Page 1 CCA C:\HVACMaWork FileiR0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E r Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb1 Ox0 418 783 119.9 0.122 561 1&0 Ox 0 V1Fx rt1 rb2 Ox 0 I 182 224 117.2 0.125 507 9.0 Ox 0 V Fx rt 1 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk I t1 Peak AVF 600 1007 0.122 570 18.0 0 x 0 ViniFlx t.a 2017-May-12 13:07:41 wrig its0 i Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 f§CCIi C:\HVAC\aVVark File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: R0517184 wr;ightsoW eporDate: 05-10-17 Entire House By. TMN ODG Inc 1350 Park Dr, Casselberry, FL 32707 Phone: 321-E83-1937 xs t .0XI. ' , } f Mrgro `' h n =o ..:. t ® 'v n ::'2 x c ` j'x r! ,. '..x` *.r 5`4 s '''f wsf > •y;i' For: PNT Properties 1503 Mellonville Ave, Sanford, FL 32771 l ye.-+3 3"rrv,,vrY uy.,;,,•:a - •:. t * 5 rt-sx""'a N a n c ri. rYi{ w e a 9'_ a } Design Conditions Outdoor design DB: 92.6°F Sensible gain: 21513 Btuh Entering coil DB: 78.0°F Outdoor design WB: 75.9°F Latent gain: 4951 Btuh Entering coil WB: 64.0'F Indoor design IDS: 75.0°F Total gain: 26463 Btuh Indoor RH: 50% Estimated airflow: 1007 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Spiit ASHP Manufacturer: Rheem or Eqv Model: RP1530AJ1NA+RH1T3617STANAA Actual airflow: 1007 cfm Sensible capacity: 22650 Btuh 105% of load Latent capacity: 7550 Btuh 153% of load Total capacity: 30200 Btuh 114% of load SHR: 75% PlI, z{r`" N"k -- .. 0.... q ..,; ?1'§u.,' i"';'c"s za''. roc-, nt ,s_...:,. s,... ,a .e'-w. ,:' r w-0..... F. . ,.._'A, - ...:..-, . r,.s - -•. w._ ._. a_ ._ "..,.x..ak S1s. `r' , x Design Conditions Outdoor design DB: 44.2°F Heat loss: 17654 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0`F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem or Eqv Model: RP1530AJ1NA+RH1T3617STANAA Actual airflow: 600 cfm Output capacity: 28200 Btuh 160% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 8.0 kW 155% of load Temp. rise: 25 °F Meets are all requirements of ACCA Manual S. Capacity balance: 33 °F Economic balance: -99 °F 2017- May-12 13:01:07 wrightsoft° Right -Suite® UnNersal 2017 17.0.10 RSU07440 Page 1 ACCA C:\HVAC\aWork File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E Project Summary Job: R0517184 wrightso to Date: 05-10-17 Entire House By: TWIN ODO Inc 1350 Park Dr. Casselhery, FL 32707 Phone: 321-e63-1937 r.;_x ^# az , For: PNT Properties 1503 Mellonville Ave, Sanford, FL 32771 Notes: Load calculation was obtained from a digital copy of the CAD drawing. i':"`''` OR . sv, 1i t, .:, Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 14051 Ducts 3604 Central vent (0 cfm) 0 Humidification 0 Piping 0 Equipment load 17654 Infiltration Method Construction quality Fireplaces Sensible Cooling Equipment Load Sizing Btuh Structure 14813 Btuh Btuh Ducts 6700 Btuh Btuh Central vent (0 cfm) 0 Btuh Btuh Blower 0 Btuh Btuh Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Equipment sensible load 21513 Btuh Simplified Average 0 Heabng Coolin gg Area (ft2) 1613 1613 Volume (ft') 12904 12904 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 82 43 Heating Equipment Summary Make Rheem or Eqv Trade Split HP Model RP1530AJlNA AH R I ref 7509100 Efficiency 8.5 HSPF Heating input Heating output 28200 Btuh @ 47°F Temperature rise 43 F Actual air flow 600 cfm Air flow factor 0.034 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 33 °F Backup: Aux. Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE Latent Cooling Equipment Loan Sizing Structure 3574 Btuh Ducts 1377 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4951 Btuh Equipment total load 26463 Stuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Rheem or Eqv Trade Split HP Cond RP1530AJlNA Coil RH1T3617STANAA AH R I ref 7509100 Efficiency 13.0 EER, 15.5 SEER Sensible cooling 22650 Stuh Latent cooling 7550 Btuh Total cooling 30200 Btuh Actual air flow 1007 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-May-12 13:01:07rFwrightsOft' Right -Suite® Universal 2017 17-0.10 RSUD7440 Page 1 A+CX C:\HVAC\aWork File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E wrightsoft' Right-J® Warksheet Entire House ODG Inc 1350 Park Dr. Casseiberrf• FL 32707 Phone: 321-C63-1937 lob: R0517184 Date: 05-10-17 By: TMN 1 2 3 Roan. Exposed viall Room height I Entire House I 156.0 ft 8.0 ft Dining ftI80 22.0 it h UCwI 4 5 Room dimensicns Room area 1613.0 ft' 11.7 x 10.3 ft 120.6 ft? Ty Construction U-value Or HTM Ara (ft Load Area (ft Load rlumber BtuhJii?' Fjl Btuh/ft1) or perimeter (ft) Stuh) or pErmEzer (ft) Stuh) H e,,et Cec1 Grams N/PrS Heat Ccci Gross N1P/S Heat CodI 6 th) .. G L—C 13A-400s 4n32oE• 4A3-2ob 0 1ib 0 340 d 340 n . n n 3.69 8 Ti 8.77 2 85I8.67 8,6, 411 15 20 376 0 0 138E 132 1.5 1072 130 173; Ebpl20 63 0 d 231 0 175. 179 0 173 I11 13A- 4ocs 4A3. 2ob 0. 143 0. 340 e e 3. 69 B. 285 22. 72 320 40 240 0 885 35116841 909 93 20 73 0 271 175 209 454 VW 4A3- 2obd i' ? A -flocs 4A3: 2rb I 0. 340 0 143 0. 340 I 0.143 a s s V 8. 7-7 3. 69 8. 77 B. 2. 2.72 2 85 8 67 40 355 t) 309 353 1139 14( 913 8a1 139 0 0 0 0 O. 0 0 0 0 0 0 0 e Vv3A-4'.cs 16 285 163 98 363- 81 Op Op Op 0 4< 1 3-2ob 433- 2fb 11N0 12B- 0sw 11 NO'. 0. 340 0. 340 0. 350 0. 097 0. 350 w w w n 8. 77 8. 77 9. 03 250 9. 03 22. 72 10. 79 10. 90 1. 78 7 w 21 10 34 221 18 0 10 34 203 18 182 8813031 5081 161 472 108 365 361 195 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 R __ o C F ' 1163-d 221 opl 0. 032 0. 989 0. 83 25: 52 1. 75 0. 00 1613 1613 1613 1 1332 3981< 2821( 0 121 121 121 22 100 561 211 0 6 c) AED excursion 0 22 Envelope loss/gain 11741 9763 1514 1205 12 a) Infiltration 2310 829 326 117 b) Room ventlation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appiiances/ other 33001 0 Subtotal pines 5 to 13) 14051 14813 1839 1322 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14051 14813 1839 1322 15 Duct loads 26% 45% MAJ 6700 26% 45% 472 598 Total room load 17654 21 51 3 2311 1919 Air required (cfm) 600 1007 79 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigihtoft• 2017-May-1213:01:07 Right - Suite® Universal 2017 17.0.10 RSU07440 Page 1 C:\ HVACkaWork File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E wrightsoft Right-.!O Worksheet Entire House ODG Inc 1330 Part Cr, Cassa!bemj. FL 32707 Pone: 321-6631937 Job: R0517184 Date: 05-10-17 By: TMN 1 Rom name Kitchen Great Rm 2 Exposed ,,rail 11.3 fi I 14.3 ft 3 P.ccm height 8.0 ft heaJcccl 8.0 ft heat/cccl 4 Rcem dimenzicns 1.0 x 113.7 ft 1.0 x 2-28.3 ft 5 Room are 113.7 ft2 328.3 ft' Ty Construction U-value Or HTM Area (ftq Load Area (ft9 Load numcer Btuh/ft? °F) 8tuh/ft') o; penmeter (ft) 8tuh) or perimeter (ft) Stuh) Heat Cool G css N/P/S Heat I Ccol Gross N/P/S Heat Cool 6 13Q 4ccs 0.143 7'n 3.69 285 91 91 33$ 259 0 0 0 0 E:G 4A.3-2 b 0.340 n 8 77 8.V. 0 0 0 0 0 0 0 0 G 4Az2eb, 0.340 n 8.T7 8.67. 0 0- 0 0 0 0 0 0 W 13A-4ocs 0.143 e 3.69 2.85 0 0 0' 0 115 74 275 212 11 4A 3-2ob 0.340 e 8.77 22.72 0 0 01 0 0 01 0 0 L--G 4A3-2ocd 0.340 a 8.77 a72 0 G 0 0 40 0 353 913 V'! i 1 A 4ccs 0 143 s 3.69 2.85 0 0 0 0 0 0 0 0 4A3 lob 0.340 s 8.77 8:67 0 0 0. 0 0 0 0 0 00V1413A-4ccs 0.14433 w 3. 9 2.85 0 OI 01 0 01 0 b u--D 11NO 0.350 w 9.03 0.90 0 0 0, 0 0 01 0 0 P 12B Osw 0 G97 1 2.50 1.78 0 01` 0 0 0• 0 Di 0 11Nb, O o.;0 n 9.03 10.90 0 0 0 0 0 0 0 0 168-30ad 0 032 0.83 1.75 114 114{ 1%_ 328 2711 574 FIC 22A-chi I I 0 989 1 i i - I 114 I I I j 28949' i If 1_ 11 I 1 f I 328 14 I 366 I I I 0 I i 11 6 c) AED excursion 88 162 Envelope loss/gain 718 370 1264 1862 12 a) Infiltration 168 60 212 76 b) Room ventilation 01 0 10 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appiiances/other 1200 900 Subtotal Qines 6 to 13) 885 1630 1476 2838 Less external load 0 0 0 0 Less transfer 0 D 0 0 Redstribution 0 0 0 0 14 Subtotal 885 1630 1476 2838 15 Duct loads 269/. 45% 2271 7371 261% 450/. 379 1284 Total room load1112 2367 1855 4122 Air required (cfm) 38 111 63 193 Calculations approved by ACCA to meet all requirements of Manual. J 8th Ed. W8'i !7$SOT't" 2017-May-1213:01:079Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2A9& C:IHVACIaWork File1R0517184 - PNT1R0517184.rup Calc = MJ8 Front Door faces: E wfrightsfl#i' Right-J@Worksheet Entire House ODG Inc 1350 Faek Or, Casselbem/, FL 32707 Phone: 321-683-1937 Job: R0517184 Date: 05-10-17 By: TMN 11 Room name Master Suite Bednbm3 21 Exposed wall 35.3 ft 38.3 ft 31 Roan, height 8.0 ft heat/ccel 8.0 ft Fe.''cccl 4 Room dimensions 14.0 x 21.3 f' 1.0 x 177.2 ft 5 Room area 298.7 ft' 177.2 f" Ty Construction U-valueI Or HTki Area (ft Lead Area (ft Load number Btutvft'-'F) 8tuh/ft`) or pc-n'meter (ft) Btuh) or perimeter (Ft) Btuh) Hecht I Cool Gross N/P/S Heat Cce{ Gross N/P/S Heat Cod 6 VU 13A40cs 0143 n 3.69 285 0 0 0' 6 101 101 374 289 G 4A&2cd 0:340 ri 8:7I, 8:67 0 0 G 0 G 0 0 0 C 4A 3-2c.b 0:340 n 6, 77 8.67 0 0 0 b 0 6 0. 0 41U 13A-4ccs 0.143I e 3.69 2.85 112 92 339 262 01 0 0 0 11 4A3-2co 0.340 e 8.77 2272 20 0 175 454 0l 0 01 0G L-C 4A3.2obd o 340 e 8.77 22.72 0 0 0 0 0 0 0 0 W 13A=,fts 0.1 t3 s - 3 69 285 171 141 519 401 93 93 344 266', I 4A3 lob 0 340 s B.T% 8.67 0 0 0 0 0 0 p 0 L=1^ 4A3-26b 0.:]k S 8.Tr 8.67 3b 30 263 260 0 0 0, 0; VU 13A-42 0.143 w 3.69 285 0) 0 0 0 1i2, 91 337 260 i 4A3-lob 0.340 w 8.77 22.72 0 0 0 0 21 0 182 472 L-D 1 1 B Oro 0.350 w 9.03 10.90 0 0 0 0 0 01 0 0 12Msw 0 097 2. 1 s0 1.78 0 0 0. 0 0 0 0 0 11N0 " 00 n I 9 G3 10.90 0 0 0 0 G 0I 0 0 C 16B-30ad 0.032 I 0 83 1.75 299 299 247 522 177 1771 146 310I I I F 1 I I i 2Z ¢ii I C.989 I L I 20.52 0.60 2S-9 I 1 I 35 1 I I I I 9021 I L 01 I I I I L I 1771 I I I 38I 9781;;' I I 0' i i I 6 c) AED excursion. 130 143 Envelope loss/gain 2445 1771 2361 1740 12 a) Infiltration 523 188 568 204 b) Roorn ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 2968 2418 2929 2174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2968 2418 2929 2174 15 Duct loads 26°/a 45% 761 1094 26% 45% 751 983 Total room load 3730 3512 3680 3157 Air required (cfm) 1 1127 164 125 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vVtiglftSOft• 2017-May-1213:01:07 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 3 I&k C:\HVAC\aWork File\R0517184 - PNT\R0517IB4.rup Calc = MJ8 Front Door faces: E rh vvrightsofi' Right-J@ Worksheet Entire House ODG Inc 1350 Par'< Dr, Casse!berrf, FL 32707 Prone: 321-663-1937 Job: R0517184 Data: 05-10-17 By: TMN l 1 I Rear name Bath2 Bedroom221Exposedwail6.0 ft 11.0 ft 3 Roan height 8.0 ft hVe-11cocl 8.0 ft h-t/ccd 4 P.o<m dirr--rsicrs 8.0 x 6.0 ft 1.0 x 146.3 ft 5 Roorn ama 43.0 ft' 148.3 ft' Ty Ccrlstructicn U-value Or HTM Area (ft Load Area (ft Load number Btuh1ft2-F)j Btuh/ft or pefimeter (ft) Btuh) or perimeter (R) Btuh) Heat Cod Gress N/P/S Heat I Cod Gross N/P/S HPat Cool 6 I 13A 4ccs 0.143 n " 3 69 285 48 48 17.7 137 6 73 269 2b8 r 4 2ob 0.340 n 8 7-7 8`67 0 0- 0 0 15 0 132 130 G 4A3-2cb 0.340 n 8.771. 8.67 0 0 Q' 0 0 0 0; o N/ 13A-4ccs 0.1431 e 3.69 2.85 0 0 0 0 0 0 0 0 11 G 4A32ob 0.3401 e 8.77 22.72 0 0 0 0 0 0 0 0 L-G 4A3-2obd 0.34C e 1177 22.72 0 0 0 0 0 0 0 0 VV 13A 4gcs O 143 s 3 69 285 0 0 0' 0 0 0 0. 0. 4A3 2 io p 340 s. Tl 8.67 C 0 p 0.' 1 "; L--G 4A 3 2Cb 0 340 s` 8.77 8.87, 0 0 0 0 0 0 0 13A-4ccs 0,143 w 3.69 2.85 0 0 0 0 0 0 0 0 4A3-2ob 0.340 w 8.77 22.72 0 0 0 01 0 0 0 0 b I-D 1 NO 0.350 w 9.03 10.90 0 0 0 0 0 0 0 0 R LSD 128-0sw 0.097 250 1.78 0 0 D 0 0 0 6 p 11 NO _ 0. 350 n 9.03 10:90 0 0 0 0 0 0 O 0 C 16B-Mad 0.32 0.83 1.75 481 48 40 e 6 1` 12 256F22AIa989 i I 25.52I 0.00 4-3 6 153 11 0 " II I j 14 I 6 1 I I I 6 c) AED excursion 13 60 Envelope loss/gain 370 20-8 802 534 12 a) Infiltration 89 32 163 58 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 101 300 Subtotal pines 6 to 13) 459 240 965 1122 Less external load 0 01 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 459 240 965 1122 15 Duct loads 26% 45% 118 108 MI.45% 248 508 Total room load 576 348 1213 1630 Air required (cfm) 20 16 41 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig17t50ft` 2017-May-12 13:01:07 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 4 C:\HVAC\aWork File\RO517184 - PNT\RO517184.rup Calc = MJ8 Front Door faces: E rFr wrightso t' Right-J@ Worksheet Job: R05171 Entire House Date: ob-10-17 By: TiWN ODG Inc 1350 Park Dr. Cass-ibem7, FL 32707 Phcne: 321-663-19 7 1 I Room name 8d'mc Laundry 0 0 ft 3 Ron heightRoan 8.0 ft haaJccol 8.0 ft heaJCCCA 4 Room dimensions 1.0 x 88.1 ft 1.0 x 38.7 ft 5 R=crn area 88.1 112 38.7 ft2 Ty Construction I Jvalue Or HTM Areea (fits) Load Area (ft2) Load number 8tuh/ft22F) Stuh/ft) or perirroeter (ft) Btuh) or perimeter (fit) 8tuh) Heat Ccol Gross NIPS Heat Cod G.. N/P/S Heat Cool 6 x 13A xs 0.143 n 9 69 285 D 0' OI 0 p 0 0 0 4A'32 ti 0.340 n 8 77 8 67 0 0 0 0 0 0 0 p t—G 4A3-2bb 0.3?10 n 8.77 8 67 G 0 0 A 0 0 0, 0 I w 13A-flocs 0.143 e 3.69 2.W 0 0 0 0 0 0 0 6 11 G 4A3-2cb 0.340 e 8.77 22.72 0 0 0! 0! 0! 0 0 0 4A 3-2obd 0.340 e 8.77 22.72 0 0 0 0 0 0 0 0 r,J _ 13A rocs 4A32obs 8 0 143 s 3 69 2-85 y8:67 0 0 0 0 0 0 0 0 IIr—GC 43A:ccs 77 8-77 285 0 p 0 0 0 0 0 0-0 0 0 0 0 IIJ0 W. 0.143l w 01 0 0 el 0 0 0 0 0 0) 433-2fb 0.340 w S.77 0.79 0.90 0 G 0 0 0 09 0 J_D! 250 43 4 ZGp a n 10.w1 0D!0 C 168-30ad 0.032 0.83 1.75 88 88 73 1541 39 39 321 681 I F 22Asol 0.989 25.52 0.00 0vl 0 0. I i39 I 0 0 0 I 6 c) AED excursion 12 34 Envelope loss/gain 180 218 171 132 12 a) Infiftraticn 0 0 0 0 b) Rwn ventilation 0 0 0 0 13 1ntemal,gains: Occupants Q 230 0 i 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 180 218 171 632 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 180 218 171 632 15 Duct bads 26% 45% 46 99 261% 4500 44 286 Total room load 226 317 215 919 Air required (cfm) 8 15 7 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WPigtftsOft` 2017-May-1213:01:07 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 5 I&k C:\HVAC\aWork File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E wrrightsoft, Right-J@ Worksheet Entire House ODG Inc 1350 Park Cr; Casselberry, FL 3?07 Phone: 321-6631937 Job: R0517184 Date: 05-10-17 By: TMN 1 Room name MBath Foyer 1 21 Exposed wall 11.3 ft 6.3 ft 3 Room height 8.0 ft heaJccol I 8.0 hz heauccci 4 Rcc m dirnensiors 8.3 x 11.3 ft 1.0 x 140.5 ft 5 Room area 94.4 ft' 140.5 ft' Ty Ccnstructicn U-vaue Or HTM Area (ft Lead Area (ft'1 Load number 3tuhiftz2F) 34, peri,nneter (ft) Btuh) or panmeter (fi) 3tuh) Heat Coed Gross NIP/S Heat I Coo! Gross N!P/S Heat Cool o VIU 1 A ocs, 0:143 n 369 2.85 b b b; LI 0 A 0 0 h--GG 4A32ob 0.340 6, 8 77 8.67 b 0 0 0 0 0 0 b 4h 3-2bb 0.340 n 8.77 8. 67 0 0 0 0 0 0 0, 0 V` 13A-4ccs 0.14.3 e 3.69 285 0 0 0 0 0 0 0 0 11 I— —G 4A3.2ob 0.340 a 8.77 22.72 0 G 01 0 0 0 0 0 I—{ 4A3-2ebd 0.340 e 8.77 22.72 0 0 0 0 0 0 0 0 VY. i3A`' s 0.1 48 s 369 2 85 Q1 75 275 213 0 0 0 p I 4A3lob 0340 s"" 77 8.67 6 76. 1'A 139 b Q 01 0 G 14A32ob 0.34b s--, 8.77• 3.67 0 coI b bl 0 0 01 0 4IY-- c_ 13A ccs 0,143 w 3,69 2.85 0 0 0 0 51 7 26 20 2fb 0.90I11N0.350 w 9.03 0 0 0 01 34 34 303 365 12B 0sN 0097 250 1.78 67 67 167 119 56 38 95 88 D 11NQ 0 3bb n ' 9:3` 10.90 G 0 CI Q 18 18 161 1'95 d 0032 1.75 94 1 78 100{ 146 116 246 II F 11 22A cpl i I I 0.889 I 1 l 25`52 I L L i o.0 94 1 I 28y1 I I i I I I 141 I I i I I I 162 11 I I I 6 c) AED excursion 36 112 Envelope loss/gain 950 600 951 1114 12 a) I nfiltration 168 60 94 34 b) Room ventilation 0 0 1 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appiiances/other 0 0 Subtotal Qines 6 to 13) 1118 660 1045 1147 Less external load 0 Ol 0 0 Less transfer 0 G 0 0 Redistribution 0 0 0 0 14 Subtotal 1118 660 1045 1147 15 Duct loads 26% 45% 287 299 26% 45% 268 519 Total morn Iced 1404 959 1 13131 1666 Air required (cfm) 48 45 45 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rigbtsoft• 2017-May-12 13:Ot 07 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 6lakC:IHVAC1aWork File1R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E wrightsoft° Right-J® Worksheet Entire House 013E Inc 1350 Park Dr, Casselbem/, Fl. 32707 Phone: 321-e63-1937 Job: R0517184 Date: 05-10-17 By: TMN 1 Room name P ; f i 2 Exposed wall 0 ft 3 Room height 8.0 ft hetccc! 4 5 Room dimensions Room area 1.0 x 18.6 ft 18.6 W Ty IConstructicri U-value Or HTM fir -_a (ft Load Area Load Humor 2tuh/ftrj or perimeter (ft) 3tuh) or perimeter Heat CCCI Gross N/P/S Heat Cool Gross N/P/S Heat Coel Stuh/t"F) 6 4y 13A4ocs 0143 n 3.69 285 0 0 0 0 4A32ob 0 340 n 77 8.67 0 0 0 0 4A3-26b 0:340 n 8.77 8.67 0' 0 0 0 11 mM j--; L--G 13P.-4ocs 4A'3-2ob 4A3-2cbd 0.143). 0.340 0.340 e e e 3.69 8.77 8 77 2.K 22 72 22.72 0 0 0 0 0 0 0 01 01 0 0 0 J N/ 13h4ccs 4A3 2 dA3-ic,b 0 143 0 340 0.3;0 s s s 3 69 8.77 a 7. 2.85 67 -8 8.67 0 0 0 0 0 o 0 x 0 G 0 0 0 1 t-G r/;V 1 G 13A4ocs aaz 0.143 0:340 w w 3.69 S.n 285 1o:7s 0 o 0 0 01 oI 0 o I D 11N0 128 0.350 w 9.03 2.50 10.90 1.78 0 0 0 0 0 b 0 0Fj t=D 11N0`". 0350 n 9.03 10.90 0 0 0. 0 C, 168 30ad 0.032II 0.83 1.75 19 1,9 15. III 32 F 22AL60 0:989f I 25.52 U.00 19 G C{' i 0 1 6 c) AED excursion 22 Envelope loss/gain 15 10 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 1ntemai gains: Occupants @ 230 0 0 Appliances/other 400 Subtotal Qines 6 to 13) 15 410 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 15 410 15 Duct loads 260% 45% 4 186 Total room load 19 596 Air required (cfm) 1 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrilghttsoft' 2017-May-12 13:01:071Right -Suite® Universal 2017 17.0.10 RSU07440 Page 7 C:\HVAC\aWork File\R0517184 - PNT\R0517184.rup Calc = MJ8 Front Door faces: E HVAC Layout G i eat R1j n Master Suite 11) x 10 12 x 6 5)6 chn 82 dpi 12 x 6 no din 7 Kilcl 11 12 x 0 III C-fin x 7 IQ x .1 f3 hT 9T fill 1 11 x 18E-*N 783 do- 43- 1 G 16 x 16 12 21. din 224 cfni 4 ph Y a X4i 1OX6 Bedroorn2 48 din 5 10 x 6 76 chn 11. 1 o x 80 cfl'n 7d 6cf1115 Or 10 x 6 12 2 13 din 81, 12 Wath Laundry 50 Orn 6 vtr x 4 11 C111 I 14 Seer Bath2 14 x 14 2.5 Ton 1 2 x 6 1118 Cfln 14 x 14 7 10" Garage Bedrooi113 Job M R0517184 ODG Inc Scale: 1 78 Performed by TMN for. Page I Pffr Properties 1350 Park Dr Right -Suite® Ui—.W 2017 1503 Mellonville Ave Casselbarry Fl. 32707 17.0.10RSU07440 Sanford, I- L 32771 Phone: 32 1 -663-1937 201 7-My-1213:02:17 FildRO517184 - PNT1R05171B4,,, p r BOUNDARY SURVEY DESCRIPTION (As Furnished) LOTS 2 and 3 (LESS THE SOUTH 20 FEET OF LOT 3), BLOCK G, BUENA VISTA ESTATES, according to the plat thereof as recorded in Plat Book 3, Page 2 of the Public Records of Seminole County, Florida, RECORD COPY NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK: BM GPS 0280 ELEVATION= 17.34' NAVD 88 CERTIFIED TO: PATRICIA TANNER BRISHAUN ENTERPRISES CORP. ROLAND H. ACOSTA & ASSOCIATES, P.A. Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mapping. PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based an the EAST line of DESCRIPTION, Being S 00'00'00" E, ASSUMED DATUM. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included In the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is In excess of i Foot in 10.000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer Flies, field notes or data, other documents and Instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping. PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM * * * * MPROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 Surveying & Phone: (352) 735-3796 Mapping, PLC JOB NO. 16.2364 Sheet 1 of 2 REVISIONS AND ADDITIONS 5/22/2017 PLOT PLAN 6/12/20171 SET SITE BENCHMARK & TOPOGRAPHICAL SURVEY LEGEND: = Fire Hydrant c = Light Pole DENOTES CONCRETE p = Delta (Intersection Angle) WF = Wood Fence R = Radius ( M) = Measured CBW = Concrete Block Wall U.E. = Utility Easement PI = Point of Intersection PT = Point of Tangency CNF = Corner Not Found PB = Plat Book OHUL = Overhead Utility Lines PG (S) = Page(s) POB = Point of Beginning PRC = Point of Reverse Curvature POC = Point of Commencement CLF = Chain Link Fence (D) = Per Description A/C = Air Conditioner BSL = Building Setback Line R/W = Right —Of —Way = Denotes Utility Pole PCC = Point of Compound Curvature OP) = Per Plat ® = Well 1; = Centerline pd = Water Meter T RP= Radi sl Point ®= Covered R) = Radial CNA = Corner Not Accessible NR) = Non Radial (C) = Calculated BFE = Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.2364 SURVEY DATE: 09/06/16 INTENDED DISPLAY SCALE: 1" = 30' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THgT 7t SJ 112Y REPRESENTED HEREON MEETS OR EXCEEDS THE ST/JNDARA`OF PRACTICE AS SET FORTH IN CHAPTER 5,1 13 F(,OR11IA-,,4DMJNISTRATIVE CODE, PURSUANT6L" TION{'s}'Y2,027, FLORIDA STATUTES. NOT VALID WFTHOIEf URE-AND THE ORIGINAL RAISED SEAL OF A L Rf tr, 1 NS''ED- SURVEYOR AND MAPPER 9 P R1aDOUGLAS S. WILLI'3,,,,.rq(? tdo" Registration # 5984 FOR THE FIRM: FOUND 1/2" IRON ROD 4 NO IDENTIFICATION BOUNDARY SURVEY uc'a FOUND 3/4" IRON PIPE 4 h >LOT 20, BLOCK G NO IDENTIFICATION LOT 1, BLOCK G 29.67' BACK OF WALK IS 8.0' W. z FOUND 1 /2" IRON PIPE 2e > 11 NO IDENTIFICATION N89`IT47"E 204.61'(M) LINE IS'3.O' E. 29 FENCE 28.62'+2_5y N89'2852"E 204.25'(c)2a3.94' — 29.09,: 7.T SETBACK SITE BENCHMARK U a ( FOUND 3/4 IRON PIPE X—CUT" IN WALK +28,49 I NO #DENTIFI ATION j ELEVATION= 29.06','. o ass 53.333' FENCE CORNER IS 0 37.6' 57.3" 914,4' 0.5' S. AND 2.2' E, a,... Lzl' + 2s 7a z 6 . v 11.7' f r 4 E'T , BLOCK GPROPOSED z£S} w Sn e n pp G RBLOCKt3unzoaSINGLESTORY9LVi\ 0 E SCALE: _{'- p ( a 13.7 STRUCTURE 1503 0 oSi t' `E ¢ o I FINISHED FLOOR n 03O3 . II 267.72'ip}: 2a6.{`7'(0}. ,cct2$ Z'> IY . - - 9.42• ELEVATION is TO 9E A MINIMUM - n 16ABOVE CROWN aFROA63DOt Ljp:. (MELLONViELE AVENUE) er Q. L Q114aQ. .. w - ' 4a.a' O$ Qw { A/C PORTION OF LOT 31 o00aQ LL1 a + 2$.89 BLOCK G INCLUDED O s3.33 L v b LOT 18, BLOCK G n "iP 29. L- . o. 7.5' SETBACK. b o u. 29.14, S ,2852" & 44 — 6 zs.ssLjD_ + 28.9r S89-28'52'W 208.44'{ln} BASIS OF ROTATION 28.t.FOUND 3 4 IRON PIPEFENCECORNERREMAINDEROFLOT3, BLOCK / 66' I NO IDENTIFICATION IS 1.2' S. (OFF) NOT INCLUDED I FOUND 3/4" IRON PIPE FFNa C tERS_ABE — NO IDENTIFICATION 21t.51'(p), 209.49'(c) 4.0' S. AND 1..2' E. & BACK OF WALKIS 7.5' Ws 1. 2' S . AND 0.2' E . I LOT 4-, BLOCK G LOT 17, BLOCK G PLEASE VISIT OUR WEBSITE: WWW,DSWSUR VEYS.COM * * * * IT IS CERTIFIED THH TH J V@Y REPRESENTED HEREON MEETS OR rEXCEEDS THE ST R ° f'R&TICE AS SET: FORTH IN CHAPTER. p t' !' # -F t R t StJBJEGTPARCELCONTAINS5,1 t'kF. A,.;C>i;1 NISTRATIVE CODE, SUBJECTPROFESSIONAL SURVEYORS AND MAPPERS NOTES: PURSUANT db 4 27 OR7> FLORIDA STATUTES, 4500 ORANGE BOULEVARD, SUITE 1000 0.3789± ACRES ELEVATIONS SHOWN HEREON ARE NOT VALID WFTHbtfT j 1 URE'AND THE ORIGINAL RAISED SEAL OF :A 47;.,0R NSED• SURVEYOR :AND MAPPER DswSANFORD, FLORIDA 32771 16507.43± SQUARE FEET BASED ON SEMINOLE COUNTY Phone: ( 352) 735-3796 BENCH MARK: BM GPS 0280 { Rto , j'"" Surveyingt DRAWING: 16.2364 SURVEY DATE: 09/06/16 ELEVATION= 17.34' NAVD 88 Mapping, PLC JOB NO. 16,2364 Sheet 2 Of 2 ° ' FOR THE lINTENDEDDISPLAYSCALE: 1 = 30' DRAWN: HSY DOUGLfiS S. Wf LtS">„F4q d8` Regisfratiar 5984 FIR* FOUND 1/2-IRON ROO NO IDENTIFICATION BOUNDARY SURVEY j f LOT 20, BLOCK G FOUND 3j4 IRON PIPE NO IDENTIFICATION LOT 1, BLOCK G FOUND 1%2" IRON PIPEBACKOFWALKIS8.0` W. NO IDENTIFICATION NWW47 E4.61*(M) 20204.25(c) FENCE LINE IS 3.0 E. N89'28552„E 2D3.94` p! 7.5` SETBACK _ w E FOUND 3/4 IKON PIPEaX NO IDENTIFICATION Ljj FENCE CORNER IS 104.4' 0.5 S. AND 2.2' E. Do3 # m sc ... LOTT 2, LOT 19, BLOCK GPROP(?SED SINGLE STORY ppC3 L Q C rK M SCALE. 1 " = 30;cctozt37STRUCTURE # 1503' C3 Z2 {y G? C) t I`I FLOOR ELEVATION IS TO BE A 207.7t(p) 2tIB T8ABDVE gtUWN CY£ R4AI3 3 30 {} IM MELLDNVILLE AVed)E) IOa.o' 9 (5 9S3.s' PORTION OF LOT 3, BLOCK G INCLUDED 0 LOT 18, BLOCK G 7.51 SETBACK i C 5 wF SW-&S2"W M&44x(m) FOUND 3/4- IRON PIPE " FOUND 31e IRON PIPE )a FENCE CORN BASIS OFROTAN014 REMAINDER OF LOT 3, BLOCK G NO IDENTIFICATION FENCE CORNERS ;ARE NO IDENTIFICATION IS 1.2- S. (OFF) BACK OF WALK IS 7.5' W. NOT INCLUDED T — 4.0• S. AND -1.2' F t_2' S. AND 0.2" E. I 211.3T'(g 2.4s'(c) Lei Ok to construct Single Family house as shown can plan, Meets area and dimension regulations for the LOT 4, BLOCK G LOT 17, BLOCK G zoning district. Per Schedule J, at least one {1} tree shall be located In the required front yard. PLEASE VISIT OUR t BSITE DSWSIIRVEYS.COM +*+* IT IS C£RilE3ED i#I 7 VeY REPRESENTED HEREON MEETS OR EXCEEDS THE STA PRdcCTTCE AS SET` FORTH W CHAPTER p + t C Cp * PARCELSUBJECTPARCELi tII IJ PilRSilAti3a Ax'i} OAT FLK RtOCAS ATUTESlt%c-xX 7'PROFESSIONAL' SURVEYORS AND MAPPERS 0.3789± ACRES NOT VALID WFTHf7l>'C AND TTiE tiRIGiNAL RAISED 4500 ORANGE BOULEVARD, SUITE 1000 SEAL ( :A I37R SEa StiRVEYOR AND MAPPER SANFORD. FLORIDA 32771 Phone. (352) 735-3796 16507.43f SQUARE FEET xxxxxxxx' Surveying tPL DRAVANG. 16.2364 SURVEY DATE. 09/06/16 li t tli7t,+* + JOB NO. 1C.23fi4' Sheet 2 of 2 INTENDED DISPLAY SCALE. 1" = 30` DRAWN; FISY ; OOUGLAS S.+FiILL143xxx c1[cc10`Registrotlon 5984 f'OR THE THIS DNS PREPARED FROM CDUPVTER:INPUT (LOADS & D1*XSIDNS} SUNITTED BY TRUSS NFR. 16315-l1503 rtlEf_LofdvlLlE -PftiT Properties -- 15t33 ikel lonvi l fe Ave SANFCiR©, FL - A44) Value Set: 138 (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISE{ CAT It, EXP B,: wind TC DL=4.0 psf, wind BC' Top chord 2x4 SP #2 Dense OL=S.O psf. GCpi(+/-)=4.18 Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on #FRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSO design. Gable end supports 8" max rake overhang. Top chord must See DWGS A14015ENC101014 Al GBLLETIN1014 for gable wind bracing not be cut or notched. requirements. Deflection meets LI240 lice and L1180 total load. Creep increase Bottom chord checked for 10.00 psf non -concurrent live load. factor for dead food is 1;50. 5X6 3X4 3X4 r 5X6 % F # 5M 8 10-4-3 t 11-4 0 I I # ,' -4 0 jE 3X4 - 3X6 qi 5X6 = 5X6 = 3X8 = 5X63X6(A1} - 3X6A1 13-4-0 e 6-9-8 1 -4_0 ' -- —p 20-0-0 20-0-0 13-3-4 7-5-8 19-3_4 40-0-0 Over 4 Supports R=516 U=71 W=8" R=142 PLF U=24 PLF W -9-8 ' J R-666 U=97 W=8" RL=229/-229 R=1232 U=171 fit= s+,+` • +t Note: All Plates Are 2X4 Except As Shown. #'"+ .``+*'Y• Design rit: FBC2014Res/TPI-2007(STD) PLT TYP. gave FT/RT=O%(O%)/0(O 15. 1<0 `, 1; F-/5/-/-/R/- Scale =.1875"/Ft. 9Aiit11MG6-< RR/ MUM ALL WM or THIS 01k W#41 L 2O.0 PSF REF R408- - 73526nWaaMT-- H ItSt THIS tm,Wt«a xo ,uL IR0.Wtt . Wtu. M, Taaaaa r ant — ra 2.. icaK„ g. Iwndt IN,' t t , f aKat t. I and -a, " ScsltSdi Sa< ey y W, .4 WrA) TC L 7.0 PSF BATE t}5/12/17 Kx,a s:rase adak . httIefWaWLlpo. Rror roe R torte M xhese r.K. 4 t.fsKettars mitt Pra.w y su-aa+hp px SCSI. ;untesa .w eenarae + Kapx chord sAal1 Iu G"aP++rfy aKeaClxod 4krucKnraG i{fj e<fd {3aKKM 'chord sh t' I -a VW-0-ty aKt:iEhad { r,yYd tI .'. t.oK >s++awr T * K tsa + era +fc as reus It h+>-a _—Iny ehrzax:rca ve+ '"0 *iJIDL 10.0 PSF DRW KuSR408 17132465 xacC 83 87 Btil as. east caht : tk6V 4 gtas+s each T r Kress axW iws Kidf s show; atsava and + KMp 1 ne t3ev[I toss ,wtad oYY.ar>ri Rater d afgs: fStY{ Z for #Kaf+dard ¢taKa pos+K4nas. 'i ,`() 100' LL 0 0 P HC ENG KM i` na d + ar Inr lixt td,rr,E C.wo San o #nc, nhaYt / yf V . U 3 a7F 3lV CIYS+z NW ofW afry dawtaeionfroaKh ++ t was scq y f zt w xwr id Kha crvtix .cm..rasnc¢ aech ,Vts#['IYt t. o+- T.or ha.wt¢rfg, ahfpy+tad}, ' , C ++++++* `' OT. L6, 37 .O PSF QN 8 0 Aiv ITW CfSN+t414NY enswtt I Sur ag ar trusses Lt)i- SEQ1_ 831 OLt k q— Rit th#s: -1.1fq t— th. d 19. Itstiap TN, 1F/IWY3I I ESM7TCaGM a66gkMQt W i PifNtONSI Mq{YMhfFl+p j resµsnsrtil' my. of a rer tha lkmlg swan, it r w{a n7-2 +[ w. er chts erslna rw n+r +cruecyrs is f.ake0r e[ x 5uitclSn *atn{ttxyorzr owl tat.ymstyew p.r I/ra{ I sr.zr. DUR.FAC. 1.25 FROM RC ta moo, FL) 3Y837 ror mod. r r.ae.a; — n.fs j- a gonarst ,aaecs cases ;„.a cnasa iNt, tms; FLCOA*6278 rtRt, aaa.alp}na,Ka ,ra., 7Dt: aaa.Kp:nsr..arg; ;;scar: aaa 5befaduaKry.caa; tCt. wn. iscsare l I F€elltln Lrc %lumber: ti6648 SPACING 24.0'' JREF- 11NOR408_Z31 THIS M PREPARED FROM MWWER. INPUT (LOAM 4 DIMEUSI M) SUMMO SY TRUSS VFR i315- l15ti3 AdELLitNUtLLE -PNT Properties -- 15C13 Adel Ivnvl I le Ave SANFO#D, FL - A03} value Set. 13B (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10,'CLOSED bidg, not located within 13.00 ft from roof edge, RISK 'CAT It, EXP B, wind TC DL=4.0 Top chord 2x4 SP #2 Dense T2 2x4 SP #1 Dense: psf, wind BC DL=5.0 psf. GCpi(tt-)=0 18 got chord 2x4 SP #2 Dense 82 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3f W5 2x4 SP #2 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 Calculated horizontal deflection is 0.23" due to live load and 0.28" a) Continuous lateral restraint equally spaced on member. due to dead load. Truss passed check for 20 psf additional; bottom chord live load in Bottom chord checked for 10.00 psf non -concurrent live load. areas with 42"-high x 24'i-wide clearance. Deflection meets L/240=live and L/180 total 'load. Creep increase ITPLATELATERALCHORDfactorfordeadloadis1,50.: No SIZE SHIFT BITE 91 W4X4 2.50 R 1,25 WFRS loads based on trusses located at least 15.00 ft. 25) W4X6 2.75 R 1.25 2X4 itl from roof edge. 6X6 2X4# 3X8 ' 5X6 T i W 5 X 6 10- 4-3 66I ;j a) f B2 W 4 0 3X6( A1) 4X4[9] 7X8 ^ 5X8 =-- 4X6[25] 5X6 = 3X6( A1) 2X4t 2X4 Ni 1 1 Lr 20-0-0 20-0-0 4U- u-u aver Z supports R= 1635 U=O W=8 1 R=1630 U=O W =8';` RL= 229/-229 !%611- Desi n Crit. FBC2014Res/TPI-2007 S 9 { TO)PLTTYP. Dave FT/RT-O 046 /0(0 15. 1.TY,-/5/-/-/R/'- Scale =.1875'"/Ft. r, 4N6f" MD E4GLd4t fit MOPES 00 INIS 0 W M f a trvu AW' c MiMesT} T}}}s m}ev t to f}tCOWMWtM }MU M}aMG TW tASMU RS. it; : T, L 20.0 PSF REF R408-- 73527 F usscs racpsa raoa Cara iiv taW Tswg, irxad#,ng. #ripp arg= insTaf i"g mad MeeEng, Saw Ys s+w f V f YasT , t SCsf i t S r Y #,,.. }. tq TPI. t T) cat —f—Y P—i,:»fn . TC L 7.0 PSF DATE ' 05/12/17 to: pertarsi iroese t ixartx }a tzaf s star} pr da iaegrbrery braotmg I— SCSI, Se} ..rtoied atiso-rwr cfaor' d sirai. >tt ptgasrrty kTiaChaY STrucifu'at Shc¢iJntag af.Yd pat-lx}e cimtd s'!Wf} #toys a praf+a+ty Oi S rigia f e ' to_ sheen r _ t.zam r iisam t wabx ;<•.i ' ha aracf+s cnfam zwr' ac rf E DL 10.0 PSF I)RW ficusmil 17132467 LIM r $ 3 Si 810 as xryrp caPlo,: fppfy prai Tu Eeach f— M Vaaca m"d }ws t pe sbore< abavo mW + f} t. T 3o 0— k uttr x bo ad oCHc,'wt #6fi T dr tnpa. t$OA 2 tar EtaFufs d pl.- W'ziY art%. ## *# jIErip , a digit as at }» S rYdt g spa mT ap f . —If — be ram ,5bte 1_ „y da aataae .ram. T ? ,r¢+'. ( OR\'' ** LL 0.0 PSF HC-ENG K /DF ari, g, mxy tstrura iu iw#Fd tf,a tiles% in—f°orwmnea fiiih Aftt/tPf f, ar iar isandr tesg, ahfp}sia. R*' f.{ j `.' { ry 37.0 yw[: (jj [} }. J ANMWcoMiYsP37i+"5ia5 taT ion & b—ieg of tr"seas. l .ry jf iyi41 ** y.} 1t:E . Lil: J . PSF a3 4(}$— C} 1+7.3 I DIY thii: =fng # Gowr pig0 }$itfilg to}i drw} fMffcrtas 8f p/tifJ1t#MN} M$}pMt}eg '+{ 3' + i s ro. pan.}af}tty. so}e}y Toe the dabxgn ri}}arr. TM fu}tast liFy #M irw K ttr}f dt+}ng W nu'fY >kLeitetws }s Y {. } { p t(t'x (y( t penes}y}}fty aY tltt 8"ftdfiq Say}f- par AMSi"Tol T Sda.i.. DUR. FAC..: 1.25 FROM RC 3aGr)La#:e ik.Suve tStr t µt 3. 1917F cba usz2a ,} . • efpr miiw isa. Tp}' .. ts'7 g<t o"P.m SPACING g:I 240 REF- 1WOR408 Z31iwnE: . 5011212017 16315-/1503 MELU Value Set: 138 (E THIS INN PREPARED FROM COMPUTER INPUT (LOAD$ & DIMENSIONS) SMITTED BY TRUSS #FR. RD, FL - A02) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP 8, wind TC DL=4.0 psf, wind 8C DL=5.O psf. GCpi(+/-)-0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on WFRS with additional C&C member Lumber value set "138" uses design values approved 1/30/2013 by ALSC design. Truss passed check for 20 psf additional bottom chord live load in ( a) Continuous lateral restraint equally spaced on member, areas with 2"-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, 5X6 T 3 X 4 3X4 5X6 5 X 6 ti a) 10-3 6 (a) (a) —16 3X6 (Al 5X6 5X8 5X6 3X6(A1) 1W 11 20-0-0 .1_ 20-0-0 ve rorile-viij se 40-0-0 Over 2 Supports R=1731 U-181 W=8" RL=229/-229 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. _n SAWNGI.. READ AM FOLUX ALL XMIM ON 'WIS M01061 T, a-- — l. 'o6r-'-il9' Aejg' Rat— — x,la ta'a t-t 0 1 tow, Idi-4 raap safety jnr i I by TPI A-i MICA) t aaroly P-*tva wa" CS, TC JDL joWANT.. FM SH vl$ Mama To ALL cwmwpas 1INXIMIX6 7K IWALIM. I IteMf—t — teat.l I—. eel I - d. toope,71; b1-9 pal SIMI, U.1— —ted tIA-i pr—"Y attached tt—- -ea"i,,9 4Ad be.— ~d ~. #,A— A p1*p_IY 11 DL 4— $3, V — 010, A. ap,l tabl- Apply plat te—el. 1-1 _ an,,ealtj_ 1— ottlil., —I— _d "-- R.— — _-g16DA-Z '- ata-Ill'. 0— P-4-1 ZAIp f.i- .1 ITS 6.1 Iim ceaoe-,. I- ~ f tat — I- _'y eae, fansLL Y rat, Car bat td tflt truss i, —ro—a -to, Anf/TPI 1, AN 7PW co r T.LD. zy and Imal ar aLglz aevat"s yor arIy atl—tia I* taI Al-N2=0--lb I:tl .1 DUR.FAC. 2*0D Lz=ee Dr soe 150 -Y FL J2$37 "- — paw Itaa: FL COA #0 11* wrc-.. — --y— I— we.l—BlougI4 Flemipj Lic Number, 66648 SPACING r 181 Scale =. 1875"/Ft. SF REF R408-- 73528 SF DATE 05/12/17 SF DRW RCUSR408 17132468 SF HC-ENG KM/DF SF SEQN- 831035 FROM RC JREF- 1W0R408_Z31 16315-/1503 M1IELLONVILLE' T Properties -- 1503 Cdefionviiie Ave SANFORO, FL - A01) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective b 1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located aanywhere in r000f, RISK CART It, EXP 8 wind TC DL=4.0 psf, wind BC Top chord 2x4 SP #2 Dense P P f_ 50Botchord2x4SP #2 Dense' Webs 2x4 SP #3 bind 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 See DWGS'A14015ENC101014 & GBLLETIN1014 for gable wind bracing and a) Continuous lateral restraint equally spaced on member. other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead; load is 1.50.;' 5X6 5 r 5 5X6 5X6 10- -3 a) A j 3X6(A1) 5X6 5X6 3X6(A1) 1Q 11-0-p 1_ 20-0-0 I 20-0-0 E 40-0-0 Over Continuous Support R=76 PLF +U=9 PLF W=40-0-0."r'y RL=6/-6 PLF 00 ' *., Note: All P 1 ates Are 2X4 Except As Shown. ;*•.`•• Design Crit? FBC2014Res/TP1-2007(STD) 3 PLT TYP. Wave FTIRi=O°lo(t3 !C}((7) 15. 3.0` (}6 Scale =.1875"/Ft. mn"ISH ,tour era M TO w Aar rlslN DRWfW"OtHit ivatrlurt.. rsx mttswrxc xn xu comRxcrons txctwt>us trarrLteRs. r"i L 20.0 PSF REF R FOS-- 73529 m » a ,b fabrlmatlmg. h.fo,x $. swl b l, ) for 4 f x' tcsc mJi[5 scsxl {a.,i sesrxy congrmna 1 r t, by )pI: iJIM f racy practices x < ! TTCC L 7.0 PSF DATE 05112/17ISofoeyP_ to po f srsg vbh. fs'o as i hoxC mhalI p rh ceopo y br m4 pm B.S Sirssass mataiS mcharr # Io Cop crm J shasi }, p apariy —hod aA sbcaib vqd bac c!ro # sfx i M1s praparYq aCt s rasa slmy. taa t Shaw. f per am atu i v i t f ambm mtras ha x: 19 a Plod j— , O • TE ,yt + L B3 6) 10.0 PSF DRW HCUSR408 17132469 J ool s ppC b! Mpty plat a W a f r e m t po i shuMn apmx+m mraY : i R t rtAltData,V 1 ma rs tat azh¢ra. cresi9s »g..T6Q+5 2 f stamdara pFacm pas4C. mms is Alp m f rbo ,x{,ram Cmpaaors Gra„p xam ba ra ro,lbla far amy aa„fatiaa , m. w.:itiy, „ a OROt* LL 0.0 PSF tlC—ENG KMIDF e irwcoxewwv o M „ ore nl rsy fail m to bti iGt tMx cross in caafwawrq atrtm AN54ltV4 T, or Tor hnbas tmg, amfppfmgy 1 `Vf s xx t.am : rac.mR ar tr.mmam +.,...s u OT. LD. 37.0 PSF qa} am xh#a Arwrimp K count WCa tistlnp tbra;6 17t im tow; a •auVtana ar Vfoq I_I rrpimrrrTmprofpwsalbtiity, ab3Riy Ior Caaryn Dfa SEQN— 831037 FROM RC t +thaws. wit(it Y + of i%ia dfattq fax` any step . toNAL ra=pa.wsbxngr'ar uw e+n ralrro aeato_ Arsiirnx DUR.FAC.1.25slt7Ctiakttktti>l;.e .. Suite 1 7 vat I sm.z.: a o .FL JiK 7 FL COA 40278 tea as a f aatlam mkt .m „m m gmwrax morn, pm m :aa tmma. m° tam: IRS, .nips m+lxta.am, rp,; .tplamC.ar9• rret: awa.ao-c,maa,:mtry..a : itL ...,.. i—re w 1 Fleming Lie Number: 66648 SPACING 24.01, JREF- 1WOR40E Z31 05/12/2017 THIS M PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SIMITTED BY TRUSS JAW 1fi35-t15£i3 lkELLI MVlLLE -PNT Properties -- 15i13 Me! lonvi I le Ave SANFfIRDt FL - StJ6); Value Set: 138 (Effective 6/1/2013) 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK GAT 11, EXP B, wind TC DL=4.0-psf, Top chord 2x4 SP #2 Densewind BC DL=5.0_psf. GCpi(+/-)=OA8 Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Mind loads and reactions based on WFRS with additional C&C member Rt Slider 2x4 SP #3: BLOCK LENGTH = 1:500' design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chard 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( R1) T. 8 i f i 6 i_ 3 X 4 3-1_3 a 0. 8-15 s 8- D-0 2X4 tit 3X6(E5) tit 2X4( A) L_ 1 -0-,D-j L 7-0-0 i 6-2-8 i 13- 2-8 Over 2 Supports If R= 564 U=69'W=8" R=491 U=53 RL= 74/-75 + * •wi{ Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%0'% /0 0 15. /-/5/-/-/R/'- scale =.5"/Ft. 11AMINGI— READ AW FMILMI Au. MOTES 011 VIS DMIN&I tNPW, NM IMISti 'MIS MINI" TO ALL 0W 110CM04 TIN IIISTALURS, i TCILL 20.0 PSF 17REF R408-- 73530 T rogak ertraaa as ra rahr.Yutrng, haadf vag, shfyfiiexg, iastat-0 a f iNVG{ag, Rar Lo — f # ' Ya2: Y aariran of WSJ (8-11. w rnaaaaaat Safoty tarnrwttnh. y Vi aaa wfcA) rnr fnaty P,::. as t R C L 7.0 PSF DATE 05/12/17 o Va rai-a.ay thaw farecirOrts faaYs tt s 4i O{ det Cgitlf ary b"a i" Vac' WSJ, 0.f, s Lbtad akfiaiw' * +^ tas c*a*a xeras h Prw+rr y vohetr n.rae owing aria c+ltar ctrara a+utt rwx6o a w tv Ta rigid milinR 4 Gans shop. eaVaif nr sM1a{i takVn bract,y iaatatlad Vat i IDL 10.0 PSF DRW 14CUSR408 17132470 r t B3, BT OtR, az pp.—J.,' AtW {Y V tas w each r of trans sad twsittan sic ahoan aWve ern! • sot`' t{rrt d t Dotaf i fans Ltataa .there: R r r. ataainga :tbAA-Z ror spa Vra ttipr i } i tt LL 0.0 PSF jj+ t(+ HC—E G I/DF AIJ " V COMPANY I— A1RMyf. t nr tA- Ro Vafng Cl,- Grata I ahal# +rat Ae Lasyonsfbie for any s6avfatiar era. ti+ f +U Ibdya n9 y fe ewn W bps id Yna <rns. rz eorsfornanaa aivr ARSfIti+{ t, of far^ aanaf{ny, shfapttat, i y( t I} s'"Rt•t l•4 L OT. xtttY41ci,rg of treason. :. : , f LD. 37.0 PSF iyaf m tttfr'dfat"a i twarar Pogo ttattwp V tlraatnQ. tadttacaa lL+CbptNPtt'a of Woraaataaaf tifgliwftrp SEQN- 831020 rospatistDt ttty: aatafy if»- 0. d-IV, III— 7tu +wttasttity dnd tw of tbG dfatf#!qt fart pay atrtittara is a. Raaa{tr{city of tt,a out-i.0 R.at A"t„pt t S-2. 1 DiIR FAC. 1, 25 FROM RC 29X)L .Yoi;r%eDr_.S f 150 P_ Orhr4DFL 32937 FLCOA* GY78 Par ante in€oraat Foh — this jah',I of notes i ago acre! imso rts;v srYas' Af. Pft aaaafPih iTata.:TPt.,..a.tai,.sY,ar wrm,:.».—y— S—,.,a..-r*Do1 1 Flemm LicNumber:66648 SPACING 24.0" JREF- 1 0R408. Z31 0511212017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. 16315-J15fJ3 VECLEIRiUILLE -txNT Properties -- 1503 Mel lonvi I ie Ave SANFURII, FL - 803} Value Set: 138 (Effective 6/1/2013) 139 mph wind, 15,00 ft mean hgt, ASCE 7-10,;CLOSED bldg, not located within 9.00 ft From roof edge,. RISK GAT It, EXP 8, wind TC DL=4.0 psf, Top chord 2x4 SP #2 Dense wind BC OL=5.0 psf. GCpi(+/-)=0.18 got chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on ANFRS with additional C&G member Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase l FRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X4 8 2X4 2X4 111 5-4' 3 3X4 1 0-8-15 3X6(E5) N 3X4 = 5X6 W(Al) U;L I 9-2-8 sir- 10-0-0 i 19-2-8 Over 2 Supports R=719 U=79 i` R=790 U=94 W=8" RL=104/-103 Design Crit: FBC2014Res/TPI-2007(STD) PLT'TYP. Wave FT/RT-O%(O%)/O(0) 15 1.O 0fs ;3 /-/5/-/-/R/- Scale =.375"/Ft. 1'I1RNINGI'* we ow foaft Atl Im WS t tMst T LL 20.0 "PSF REF R4O8-- 735 1tM?wtTA6t[ar rum,08 'MIS ORW140 TO ALL CONM "Oft ttA%wt#r 7#w'tt TA"fR5• Trsispas ragx,xra axYrpan a #n rpt#'x Yxpp, bmiaF#,tty, t+i EPP n8. x,nYeti,,.q seat brac#iiy, F+¢#ar Ya mn Y p taYrosY ap}Y,Pn at 8CSI (Rai 10 9 sftf Yy f"rp t-1 br TPI eae ITCA) rpr sa#aYy A pct.tax DL 7.0 PSF DATE 05/1 2/1 7 Ca tx,rrarptFxg CpaSp Yi»erY z }wniaF s fiirpFt Gra="idb t6+yarnYY bl'#ex„ FTec BtiF. {b4Fasa no<R+# OYhbrt ;Il COP Ytmrd pbat; 1raW Pr'Wm ly pt pYriztOrai: sftaaYlei,q :anC bvtYW enprQ siiaFF iepvp ttropee"Py a2 i ii w w y 'a E #a DL 10.0 PSF D I NCUSR400 17132471 aps gs. st 9t1} as aAPF #Yob#a, APAxy #ssaYpp ra eaa+ Baca r vim .,ar wacYz: pa sFaOptiabOva ans + Yha 10 Data f pSY naTOd ae#eprrxaa kpfar. YYt d,'pWiepN tS6A._i Yar peanuara PFSYp POsiYroP3. i tTs saiWl p crow. 1 Vi,ii4 #ie . ibFe rnr «.Y iFa..{atip+. tr4i st: a ! `;s LL 0' .0 PSF } D-%I1I's I{I IDFyLI s74rpsnganY ! iF ku iw atpUw# ewirorpxnre r4tti litSF /TPE t. Or Rtr henp{#rg, ab#priOq, *'r ; tv trcot,t3atrr x pYpt# A ssr Y sb t+rtspurti ' TO LD. 37.0 PSF SEQN- 831014 1 an thl w"f.p pT pa+nr YW ilimtnp tut.:*r Ift+ t-01"t—*".VtA oT iiptiwrtrxp re"_1bt t#tg patty :29ip GppF02 pwlipei. Tart iY4tab#itty +opt iFsp-pT tfitp etrwtnp Y pcTis'ait+ tp ai jj{[/ j{,. t{y (( +/ C ['((y #'}+ Atx# L to Df.. $t1ffG I # rapp of i tty aT slip &iF FCtnY bestptcr Apr AkSt/Wt t Sat.t.. ' a" "" DUR . FAC .: i . 25 FROM RC Orbak. FL 32837 gar par,;. x t rpaY;aes xap Y#ixs lob's senprel.. naves FLC•"`° p` SPACING 24.0" .REF- 11OR408_231tSAtf2'7R AIPiME. vprr.a2PixwiY*Yan: rv: ppp.YAFtiat.pr; trrcA. pp. pacF,weFpYry.eap; tcC: ww,FaYssre[I FletifiII LIc UtitbCr: S 05/12/2017 1 Value Set: 138 (Effective 6/VN13) 139 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP 8, wind TC DL=4.0 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 Lumber value set '138" uses design values approved 1/30/2013 by ALSO design. Deflection meets L/240 live and L/180 total load. Creep increase Bettom chord checked for MOD psf non -concurrent live load, factor for dead load is 1,50. 4X4(Rl) 6 3-19-3 iB 2X4 2X4 (Al 2X4(A L-1 -0-0::J 1-0-0 iL 7-0-0 J— 7-0-0 14-0-0 Over 2 Supports R=586 U=71 W=8" R=586 U=71 W=8" RL=88/-88 Design Crit: FBC2014Res/TPI-2007(STD) Ir Irvo M_ .- Z-1 - — A. _'#T -T X 16315-/1503 NI Value Set: 13B Tap chard 2x4 '. Bat chord 2x4 Webs 2x4: Lumber value s Deflection mee, factor for dea+ THIS OK PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUNITT€D BY TRUSS MPR. ILLS -PNT Properties -- 1503 lVellonville Ave SANFORD, FL - 802). active 6/112013) 139 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.0 psf, wind BC: Dense UL=5.0 psf. GCpi(+1-)=0.18 Dense Wind loads and reactions based on MWFRS with additional C&C member IS" uses design values approved 1/30/2013 by ALSO design. 140 lice and L1180 fatal land. Creep increase Bottom chard checked for 10.00 psf non -concurrent hive load. i is 150. 4X4 = 2X4 I, 2X4 i' 6 i — 6 5-4 3 F 3X4 = 5X6 = 22X4(A1) X4(A1) C_ 10-0-0 _i, 10-0-0 20-0-0 Over 2 Supports R=821 U=98 W=8„ t' =96 W=8" RL=119/-119 }'y `" * ++'* '` Design Crit; FBC2014Res/TP1-2007(STD) `* * PIT TYP Wn%i,- PT IQT-nk tnOLN In f n I I9 i nni* n ttzl_rQ_ e fin zrt=fcf I000* 7 F11WM THIS MWING TO ALL CONTRACTORS f11CLOOi1m 1K 1HSTXk.(.M.. i T 11r11 L ILI LV CJr Ktl* K4U6-- IJb_1_1 Trus54-> F '`OIW +`%m%rbea eels to fa&Y kcaYYng, hartdi xrvg. sri ipp,9, twsxeli ing m6 DeOcrP9. fBrP :cp bsd Ik r r fz e, (a.'idi g t., Inlo rrxlo . 1p# r,y F DL 7.0 PSF DATE 0I12117 bPTurwl, j tbesn iv+ne:LfWFs fn'sCat tors skdti P+'w,tl9 tcl f+ _Y b"i q P' MS11 0-fess — d otYwsrw 1 f up chord aMa.:1 wo FrM'+c iy xtseM1etl xtrlrctur3i s1wrYMlig srrd bsYzos c d aMrf 1 h.— +. yrop-ly of Ej}, d co,u.:.O. tore ,oar :.,rho o ro. frdrrenonc feu a. rrscnlM or .ms rtr.n 1.rvo w.r artx xnsca#tee aw y ATE * DL 10.0 PSF DRW HCUSR408 17132473 f re stet Ot OfO. es appJ trxrllr; + fifrtos f f truss aaW po5i{toM rs stxt and >• yp f3 Li CMo A fed O" p de f 1 OditerWf,gs: ]60A 2 [M aiswdBYd A{fiio fWSEttrNK. } #'F j 0 0 [` LLV .ii PSF y, C ` NG L; iiV 'CfY:T K119a DF jIAN "" Ci)iv PAW i 1 ly C-se 0': Yo a o di- F {71 44 Id,aeg CosperanLs C`i[wp #nc. f" be FesR+os #bF0 Fdi anY dvviaEiB+f fv'a+e LM1 ) : tirf +• B sny F ffure ixs but td t#w Truss ear M#tM "Sum T, oz for k<n331. MG i 6. ` is ( # lastot lriaou i txecxerO of :trusses. FA T+9. /# it f. { Ol'.LD. 37.0 PSF Nnf1 rn kflty _#.115q re erwrr 1»ae 1frt1n)e f411r. tlrbfll0. fallertrr sereo'arl.er et flYpTisrJrMf MpilWffny SEQtd- 831010 rarpansff111fcy rrfrfy rrr eiw derlyn ru w Tim Wftibf f Jty me a. u Tfifr a4h_l'q rde DItR OfGssfyrre1.25 FROM RC 2.4(oLA'e Dr_ Soft m' el p—ifliffty rt for 1,{fft PW AT511M1 I Sr 2.. .FAG . 0f11j3do. FL 's'„ 7 FL 0DA040 iR For , rery r flat .w.ee Trcr.ra. s gee.eraf:+uszes ego nerd Ysa-sc rmsr sFtes. XiYfNE° rr..rf a r,tr.e, TF1 . . . sz, g:.TC :.r.. > r < y .; t ., l 1 Fleming Lie Number: 66648 SPAC { NG MG" REF- 1 YtlR4t}8 Z31 05112/ 2017 at: 1;% ttffective 6/1/Z£113j d 2x4 SP #2 Dense d 2x4 SP #2 Dense Is 2x4 SP #3 Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 T11S DWG PREPARED FROM COW%ffER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4) 139 mph wind, 15,00 €t'mean hgt, ASCE 7-10, CLOSET} bide, Looted anywhere in roof, RISK CAT It, E P B, wind TC DL=4.0 Psf, wind BC RL=5.0 psf. GCp (+/-)=0 18 Mind loads and reactions based on IFRS with additional C&C member design. See DWGS A1401SENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. i 6 ; 6 3-1-3 s I j i j } 8 I 0 2X 1 } t,-1-°-°::j 7-0-0 t....- 4 A PLT TYP . gave l AN tTW COMPANY 2u L rx.. Ise LCOA.#027% 2X4(A1) L--' -0 0° :j 7-0-0 _I inuous Support LST1D 15 1.O4.Ofr 0 *1 /-/5/-/-/R/- Scale-.5"/Ft, T LL 20.0 iPSF I FIEF R408-- 73534 w{r it IV.0 tzw UKW HCUSR408 17132474 0.0 PSF HC-ENG KM/DF D. 37.0 PSF SEQN- 831016 4C. 1.25 FROM RC IG 24.0" JREF- 1WOR4O$ Z31 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 0 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 10-0-0 Note: All Plates Are 2X4 Except As Shown. WARNING! AM AND FOLEW ALL, NOTES ON THIS VWiM d-i Id THIS DWG PREPARED FROM COMPUTER IWUT (LOADS & DIMENSINS) SUBMITTED BY TRUSS MFR. 39 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located nywhere in roof, RISK CAT It, EXP 8, wind TC DL=4.0 psf, wind BC Ind loads and reactions based on MWFRS with additional C&C member ther requirements. 5 Support Rk 05/12/2017 THIS OVID PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 16315-/1503 MELLONVILLE -PNT Properties -- 1503 Mellonville Ave SANFORD, FL - 807)' Value Set: 138 (Effective 8/1/2013) 139 mph wind, 15.00 ft'mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK SCAT It, EXP 8,'wind TC 0L=4.0 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+l-)= .18 got chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on IAWFRS with additional C&C member Lumber value set "138" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and l/180 total toad. Creep increase factor for dead load is 1 50. WFRS loads based on trusses located at least 30,00 ft. from roof edge.' 4X4 tt. i {{ t 2-2-3 i Fi 11-4-0 2X4 I2X4(A1) 2 4(A1 L--' -0-°:J L__' -0_0 I 3-8-0 J- 3-8-0 I i re 7-4-0 Over 2 Supports R=334 U=1w=8" R-334 U=1 Design Crit. FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O (O%)/0(t}) 15 1.0A.06 * /-/5/-/-/R/'- Scale .5"/Ft. ARRING! RW Am FCLLIN ALL NOTES RN THIS: 6NN tMGI IW WAMT• nMfSt THIS ORWIV. TO ALL tc1NTRASUURS ISKx.00* 1W IRSTA M, T LL 2(). it PSF REF R408-- 7353fr t *=+ q.+F roar ,»g, »rear ,.q snsppi g Fm ee r+area sna wac s$ #er xo maf t u_ . u._.-...__.,.... _a w-, ... ,.., ......._._.,._..-. _x___ e .... .a.. _ ...,..k __ ...._ __ _, _ _. *Ant 7 !1 iSCC` I tlR7E RE l4'3 Jt 7 E3L 10.0 PSF urarir AN FiW CC}MW4hiY irizcx A * ara aW2dtYl LaleOraigeDr..Snuc iSl3 F 32837 FLCOAIa279 USR/{ 4Anf8 17132476 KM GD 83102 RC 1WOR408_ Z31 r S110- Oh # Speed's F Mean ,Ht, E f-,,—ec = z l r "? u V;,,d pveck, " 'own t ccs''t Portoit r Fez :se' ' -x as'e C, gat = 2u iJ*t V'-trd' ,rc €e wee, :lam s i r t 100 Vii'4 :" spas'*. 15' me :f3 c = ,m f ftet%aiiy ocioi sP4<: Expczsure Kzt tc:e (lx 2>14 ax ,42 ..a i-b r a`o." , Ag 'f2v«:r vr`S3 A k. Cif-oa. gES"J's ,,"* : *.c. %, r-*: d :ca"" s:..* f , '.,-xf., #, 424 5 7' .#` f°. i3' f ,..,_ 3` r 1'- ,.r., R i # r * ms t m s 14* i r u ; a r 1 14` ^v 4 n 4 s 12" 1* ' 14` 0* § 4 s 8 fi r 41 1 c — c a 11` 10' 12` 4' : 4' 14` 14 4 sus° * Ir Ei : 2` 14, 0* 14` 11 34. v" wl y4 7` 4` IQ, 2' it 42` 1' 14' €3' 14' II 14- ` 1 *4 0' aess r s e t> u r 3 4 9' 2* !]` 3' 12, 1* 13, 6* 14' 14 s 4 r s rt e v y r z.r. 1:11' S` 1` *4, u` 14` 0- a.$ is s4 t Si 12` 9* i , a` 14, V, ..4, u' 14 0' `E'' s e4v a-tFaeLt r cy.ze+.- + x 4 3`4a V14 L o«• "b P 0 1$ 1. E2viih £ t g `k, i s` 4` 13' {# 3 fit' t *.° u*: 14:u. g 14 V O r»Oz4 1. M2rr i 7° 3f s ice` i* 12` S3' 3" 4` i r4` 14' Z.` 4 r u *^ Atuo" 4ra.`.05 a1- 14 Oc x" s pn2s ZcveS 2r+ ki a• xze rrap are ,; ac iz oee C x1 F1, 1141, erg z the D ,r-rkcarEt"`f e ,r t rr a s nruss r a t r#fr t r c a' tii s lr*rr p a. siz, a4 iv vH. 4 ^` ;2: ee 2' t s w2 c> . , ` y r a vt t* i.. sr a Syr 4;s 4A t er@#tr to crccrt tkmve r x 4e. v e-t "e" c twts tv ttt,at taws asx 1w, tut .. . ii. . AS i N to s 6 ,ox t+hr test r es v t ,t S*f*ty „ oy *3*. « & S + aK t* a yy,,. 1 e ",y-"-"-'`"E `3 €"g r.=; + r„. v4++tr+v.tt3 rrx* iac$ ww#e #mrs`AFcar[eJ'c2t6sa^`wYsp rtsapaaY#taer.t€ Y+ cKaswr ka53 s¢ icc akinuz3a,ts 70. odoert '. on S3 , #* 74 : trrazes o uar b.LW*" - Otn atr"ctoo eum ft— rs3y 4ttac agm'rom Saok0 s q,a _ E_t,> c" d $ -14 3cs +#y ttat kl." 414s1** Gt 201"d. oQl%i t" OtQ.,,.. pests c+ s'` • • s*4* & £zne"^ts tiu-as.cs E*x- s!sia rs5z ar resxc+ z'do+e ? ta' Zvi gars &r*, J A'+r T{At C,C'Sh+tr-A!s.3` t, ,.s d+a g. w:Y Fa"w,r tc n,ruxx e+ zzi..arrxircr ^#b+ A Is34* 2.srr'q rs y " ' tt 4 * F . s->.-g y t 'ter xtroaaxm ttvice *ft ` .* + ' MAX : _. 43723 Riveryod Odve r..*,a"` "c tlrsrMr v u o w Witt ysyfi'". ( *c`ars+r* suite 2tm rar +urr"strr.+:; .eaet, *r tr* > or wt+` u4gtttPt t ser, " mmylarad Heoft, mo 6" 43 Car ,.tee ;" sxr.+, x trdat `s E rust arzms e t ttew : MAX, , .:s y`t' t ?' "'\e=r C, 45{12/2017 Detail Fcr Let -in Verticats Gable Tr-,ss Ptote Sizes z'.z." + Re;er to approp,iote Atpt,e gabie cleto For minimum plate sizes For ve'ticot stucis, DReFe, to E,Gimeered t,uss design For peok, tes' Plice, web, and reel Pic, j)IF gable erticol plates overlap, use a single plate that covers the total area OF the overtoppel;i plates to sp n the web, 2* 2- X 4 X8 T' Pei-iForcemet-t Attachment Detrl T' Reirforcing 'T' Peirfo'cirig 4- Toe-hoit J To convert from 'L' to 'T' reinforcing members, muttipty 'T' increase by lergtn (based ohprovidecarnectionsforupiFtspeciriedontheengineeredtrussdesign, appropriate Alpine gabte 6etcR), Attack) eacfi 'T' reinforcing member with ' i Erd D,,er, NaRS ma.imu alto able 'T' reinfo'ced Goble ve'ticoi i i106Common (0148'x 3,%min> Naits at 4' o,c plus tergtii s '7 From top to bottom cho,ci, its the top and bottom chords4rdTh T' member moteriai rust ratch size, I Toenaited Noiis specie, and gro'Je of tre reinforcing nC,rbZr' 10d Common (0,148'x3,min) Toenails at 4' o,c, ptus 4 NoAs 14) toennits in -the top and bottom chords. 'Web Length Increr-se wl "T' Drace T' Peinf 'T' Tnis deta;i to be used with the appropriate Alpine gable cietail For ASCET Mbr, Size I'lc'ease wind toad, Merber 2.4 3 2.8ASCE7-05 Goble Detoil Drawiigs A13015051014, A]20150510 4, A11015051W;4, A10015051014, A14015051014, ASCE 7-10 Wini Spee6 120 mpm A13030351014, A12030051014 411330051014, A1003005 014, A1403ID051014 sp Mean Roof HeGht = 30 ft, Kzt 1-00 Truss oced At ASCE 7-10 Gable Detail Draw,ngs Gabie Vertical = 24'o.c SP 43 4 c,c A11515ENCIOID14, A12015ENC101014, A14C,15ENCIOIGIA, A16015ENC G]C]4, 'T' Peinforctrg member Size = 2x4 A18015ENC101014, A23015ENC101014 A200I57_NDI0I(ij4, A2001SPED101014, 'T' Brace Incleore (F,om Above 30% 1,30I A1153GENCIDIC14, A12030ENCM014, A140307ENCIOIC14, A1603GENC101014, 2x4 'L* Brace Lerg-h = 8' 7, A180301ENC101014, A20030ENCJ01014, A200313END101014, A2003OPMD1014 Maximur, 'T' Reinforced Gable Verticai Length S11515ENC100815, SIPOISENC'=815, S14015ENCI00815. t16015ENC100815, 1,30 . 8, 7' = 11' 21' S18015ENC1008 5 S2015ENC100815, S,10015ENDIDC815 S20015P - --------- ---- - --- ------ - -------- --- .... .. I SI 153GENC100815, S1203fENC100815, S14030ENCIOCS15, S 01 4* 4 Noilf S1803GENC100815, S20030ENC!00815 S2003GEND16381- ne go e e Q or maxalk4m Un VARNIW,4 READ AND FML13V ALL MTES ON TNJS DRAVIKII E F V ER TRLET -INFURNISHTHISDRAWINGTOALLCUNTRACIMSINCLLMIW. THE INSTALLERS, T- -t- - v, -d RoF- 'to 4 i.1-t oitmr of SCSI G.Xdl q TPI -4 SBCA) Por ..ri,t Or R.W"t DATE 10/01/14 0-t*'.fS prior to t*- f-ti- srft ;-VW. t-o-'y or- Per REV, Urtfs te$ o hoe'lse' top d-rd shoif K-e property attoahed st-t 41 sKeothl% 4rd btt- C 1-11'k-ve - P-P-ly ttacP bl 1"9;4 .W 9, Laa*t;-. Sr.- fo, pe-r-t t.t-.1 .. t-iiit of .. V DRWG OKLETIN1314 i k.- be-rg -tt4d P' BCSI SeCti- S3, V or E10, 4S OpPU-tle, Apply pl*teS to eaoi, f- - ------ or t-- -d 0-tior - h- bt. .'d - V-. joirt r t.'A.' _I#S t.d Z_=d LP fW to 4row4,g. 16OA-7 For t.roa,d Plot. p.sitio- f 17V Bvilokng Co,00r-ts G,o I- siioll t be respbrsible for o%'nlotjam f'orANf7WCOMPANYt "ol"' ' o`*`4- - Oa d-Wirl). OnY fog re to buld the t-S in tonFC- with ANSI/TPI 1, or for horot , shRPtrg, V. i-t.A.tj.r & b-i g f t ....... AX. TOT, LD, 60 PSF A -t br Vws drowing or co,,er PGar Usti,%o this drowltv. inacates acepU- of professkwt 13723 Riverport 06ve repo-."ity sotely for tf dsig s.- Tf,. $A+.blity nd V of thl. dl.wIV DUR. FAC, ANY Suite 2W for -Y Str t- i- th- IfSP-raity or t. "dkV '041S414er De, ANSI/TPI I S Z Wrilland Wqhts, MO 63"3 F _* irr-ti- .. 'tK. job,. 5-41 rot.. ;'.S. rd th... _b A v TPT, .-tp-t-g; Sl CA' .1w.bov1d-t1"1qi ICC' Lion I MAX. SPACING 24,0' 05/12/2017 CLR Rein-orcing Member Subs ti-Itition T-Reinforcernent This detail s to be used when 0 Continkiot s Loterat Restraint (CLR) or is soec;Fied on, 0 truss d'-sign but an atternative web L-Reinforcernent: or reir-0Forcement met)oci s desired - Apply to either side of web narrow Face. At-tach with 10d (0,128x3.0%min) nails at 6' 0 c Reinforcing member is Notes: a minimum 807 of web member lengtK 7,,)s detail is only applic4 ble for charging the specified CLP shown on single oty sealed designs to 7-reinforcement or L-reinforecement or scab reinforcement, Aiternative reinforcement speci-Fied n Chart iaetow rnay toe conservative. -7F'o?- minimom alternative reinforcement, re-rL4n design with appropriate reinforcement type. L-Rein, Web, Member Specified CLR Alternative ReinForecement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 I row 2x4 1-2x4 2x3 or C-x4 2 rows 2X6 2-2)<4 2XG 1 row 2x4 1-2X6 2X6 2 rows 2X6 2-2x400 2X6 1 row 2X6 1-2xa 2)<8 2 rows 2X6 2-2x6(*) Scab Rein-Porcementl Appty scab(s) to wide face oF web, No more than (1) scab per Face, AttGch with 10d M128-)(10',min) nails Dt 6' o,c, Reinforcing member is c minimum 80% of web member length. Sriab Peinf, T-rein47orcern,ent, L-re n4 orcerient, or scaiD reinforcement to be same srperic s and rjra-,,Je or- better than wpb nember _ss speciFiedune OtherwiSc- 0- Engineer's seoied ciesign. X) Center sccLb on wide Foce of web, Apply (1) scao to each A. WMN04GM. READ ANO FU.L0V M L NMS ON IRM B~Wj JWWTMT.- FURMSH IMS IWAVM M ALL VWTR4CT= t4mmW. THE PMT*AAXRS. T LL PSF REF CLR Subst, T—ssea req,&-e exte care fcl—ktt rv. i-4C' shivpw'q i"stati*g 4.6 b-A ra r— t#V it t ea6ti f, SCSI C-0—t safety I'W--ti..' by TP] DL PSF' DATE 10101114 aM +.— tt..#Wd ' y P`%.'y 1y CeO- sK— fo, pe—^t t*te,,t 'es vt of weas TEsj,.It B DL PST RWG '1014DBRCLESUP FE t oes ove .6"q Pe, BCS1 —ti.— B7 or 110, as tWkotle. AppVy4pt.t each race Of 't—ss 014 r—it as st— *)—# ard ti'e 40 t lietaZs, -Aess ted 4S, LL PSF Z- Re re- to des"s 16DA-Z fo, SU vad PWtv posit—, Akp— 0 of ITW R KOOV cc"V—t- G'0'o I— ..0 —It be 'esvc-'Su. f— p4 T AX fTW COMPANY t aS —Y f.A—e tO t Ad ie* t,asS C—F ea—# .6t*1 ANS1,nPI 1. a, fa, -A ORX'P*t*' i-t.d.ti— & '.Colg r trusses, A —1 — 04. *-..jng fttj,* tj-jj% *-4.0Q. LD psr- 13723 Pliverpad Drive page -V4- f p I or Vi. DUP, FAC. SLRO 200 V === y= 1 S.Z' MaryW d H04ft. MO 63041 ALPI F— — i f—t se. *Ks jW. t Wd tk— —b sd- 11E —tP4 st'cg sBck XV -f ARD011ElemingL.ir-bhunbcx A6 SPACING 05/12/2017 City of Sanford Building and Fire Prevention Product Approv Permit # # 1 7 1 5 7 7 Project Location Address 160 3M cification Form tv;"Ay ,:,l 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 Descrietion Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding hwaicaa Lrat L.Mobq dn&O 6 1 t* d 14 g59,1 Sectional Roll Up Automatic Devcs EL-J 501,,2 Other A kvtw fx I emp'l 154 2. Windows Single Hung b4A di6on bL&-;! Horizontal Slider Casement Double Hung Fixed hy e"UA Mff 4m4n h4 ArC4O-.&,1 t:a d Awning I Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category! Subcategory Manufacturer Product Description Florida Approval # Lncluding decimal 3. Panel Walls Siding Soffits ry t Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles s Z Underla menu 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 Roofin S stems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Jane 2014 qq. Category Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skyllqhts Other 7. Structural Gam po ients Wood Connectors Anchors Truss Plates C14— Engineered Lumber uknbev' La-tv-,OW Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) 1 June 2014 GLAZED FIBERGLASS DOOR w/wo SIDELITES INSWING / OIITSWING NON -IMPACT' 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 "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 some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering onalvsis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET_# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details - flush glazing 3 Door panel details - lip lite glazing 4 Sidelite panel details 5 Sidelite panel details 6 Elevations 7 Hodzontal cross sections 8 Vertical cross sections 9 1 Vertical cross sections 10 Buck anchoring I I Frame anchoring 12 Astragal details 13 Components 14 Bill of materials 74,09' MAX. O.A. FRAME WIDTH Lljo 105.0" MAX. O.A. FRAME WIDTH -- — 15.5a' MAX. 74.0" MAX. FRAME WIDTH --- -- -- FRAME WIDTH I S = w z < N m i0 I FP O X a X O U Li Lt z I•I rtrrrrl 0 O m Z m U N 0v a V o U p LoEmzmm ti U a ro W dZtNo- m a a m opz 9 CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF): ALUMINUM ASTRAGAL DESIGN PRESSURE (PSF) PVC ASTRAGAL POSITIVE NEGATIVE POSITIVE NEGATIVE xX 74.0" x 81.88" 55.0 55.0 47.0 47.0 OXXO 105.0" x 81.88" 55.0 55.0 1 + 47.0 47.0 DATE: 1 / 18/12 ME N.T.S. DWG. ar: JK CHK BY: LFS DRAVNG NO.: FL--15129.8 SHEET 1 OF 14 PVC STILE CAP — 1 1.58" N o DOOR SKIN LVL STILE ri — 0.10' FOAM CORE 35.75" MAX. PANEL WIDTH 21D MAX. D.Lcu- xrd O a f N a 1 I 40 FIBERGLASS DOOR withFLUSHGLAZINGFIBERGLASS DOOR SKIN: MIN. 0.070"THK. FOAM CORE MATERIAL: POLYURETHANE NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2-3/4' from comers & equally spaced thereafter (4 total) Sides: 2-3/4" from comers & equally spaced thereafter (8 total) EXTERIOR LOCK BLOCK — PVC STILE CAP INTERIOR SEE NOTE 2 LVL STILE -J 0. 10" 1 HORIZONTAL CROSS SECTION __. 0.19„ 2 HOT MELT SEALANT — 5" GLASS BITE A. HK LAS SILICONE \ 1/ 8"GLASS 1. 5" GLASS AIR SPACE A2 FLUSH GLAZED FRAME i ABS or PC/ASA . A 4 1/ 8"TEMPERED _ GLASS G 8 X 1-1 /8" SELF — / j \ ALUMINUM BUTYL r THREADING SCREW OR STAINLESS STEEL1J OBZMAHOGANYLfIF FRAME SPACERSYSTEMGLAZING DETAIL ABS or PC/ASA C' 1 Flush Lit. Frame B2 -- . S" GLASS BYTE HOT MELT SEALANT \ - --- 1" O.A. THK GLASS SILICONE 1- TEMPERED DETAIL 1 DETAIL 1 PIZ GLASS AIR SPACE 1/ 8"TEMPERED GLASS 8X1- 1/8"SELF ALUMINUM BUTYL THREADING SCREW OR STAINLESS STEEL SPACER SYSTEM G3 GLAZING DETAIL flushLiteFrameHARDWARE CHART MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) KNOB & DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) SCHLAGE KNOB: F SERIES DEADBOLT: B60 SERIES PVC COMPOSITE ' : '•• J / TOP RAIL 0 d zO Y'•. z 0 6 n a o m m m o o o N m U N o a g o z4 a E m Q m o 0 o u6 V DOORSKIN Y vz c ui EXTERIOR INTERIOR SEE NOTE 1 PVC COMPOSITE BOTTOM RAIL 2 VERTICAL CROSS SECTION 2 DATE: 1118112 SCALE. N. T.S. DWG. BY: JK CHK. Bn LFS DRAWING NO.: FL-15129. 8 I SHEET 2 of 14 PVC STILE CAP 0.32- DOOR SKIN L LVL STILE 0.10" --,I -- FOAM CORE — 0.31" -- 21.0" - MAX. D.L.O. 35.75" MAX. PANEL WIDTH i i I x T 0 0 w p hvy a < Q o i SEE / z HARDWARE 1ICHART I l N r1 I OFIBERGLASS DOOR PANEL with LIP LITE GLAZING FIBERGLASS DOOR SKIN: MIN. 0.070" THK. FOAM CORE MATERIAL: POLYURETHANE SEE DETAIL I EXTERIOR LOCK BLOCK T PVC STILE CAP 2.48 - 1.58" - i PVC TOP RAI 11I SE[ NOTE 1 LVL STILE — - INTERIOR 1 HORIZONTAL CROSS SECTION 11 3 DETAIL 1 HOT MELT SEALANT k8 X I-1/7 PPH SMS' SEE NOTE 1( 1.51" -- t A3 LIP LITE FRAME ABS or PC/ASA 1--- 1 /2" GLASS BYTE I" O.A. THK GLASS t 1/8"TEMPERED GLASS AIRSPACE G2 GLAZING DETAIL Lip Lile Frame 1/8"TEMPERED GLASS ALUMINUM BUTYL OR STAINLESS STEEL SPACER SYSTEM HARDWARE CHART MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) KNOB R DEADBOLT: KWIKSET SIGNATURE SERIES COMBO PACK (991) KNOB: F SERIES SCHLAGE DEADBOLT: B60 SERIES NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each corner and at centerline (3 Iota[) Sides: 7' from each corner and equally spaced thereafter (8 total( PVC B, DOOR SKIN EXTERIOR t a p&&•J aM j'•. Z o m 0 < 0 m v o C9 o Z 19 o Em QmOo o u d o aa a maam 8 o 1 0 Gw INTERIOR v I 2 VERTICAL CROSS SECTION 3 E: IZ18112 LE: N. T. S. I. BY: JK BY: LFS WING No.: FL-15129.8 Er 3 of 14 13.88" PANEL WIDTH MAX. D.L.O. SIDELI, LVL) EXTERIOR SIDELITE STILE LVL) 1^ NTERIOR 1 HORIZONTAL CROSS SECTION 4 HOT MELT SEALANT BYTE1/ 21 OA THKGLASSOAqI -- 1.24" i 1/8"TEMPERED GLASS AIR SPACE 11 1 --- 1/8"TEMPERED GLASS - R 8 X 1-1/8" SELF ALUMINUM BUTYL EFLUSHGLAZEDFRAME Jp THREADING SCREW OR STAINLESS STEEL A4 ABS or PC/ASAA j SPACER SYSTEM Z O GI GLAZING DETAIL Flush Lite Frame N n 42 FIBERGLASS SIDELITENon -Impact" Flush Lite Frame DOOR SKIN: 0,070" MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM SIDELITE LVL) FOAM CORE 5" GLASS BYTE FIBERGI HOT MELT SEALANT I" O.A. THK GLASS SILICONE - 1 /8" TEMPERED 1.5" GLASS I— I AIR SPACE I 1(8"TEMPERED GLASS jI SELF -/ ALUMINUM TYL THREADING SCREW OR STAINLESSAINLESS EEL SPACER SYSTEM MAHOGANY LITE FRAME J ABS or PC/ASA G31 GLAZING DETAILPlushLieFrame SIDELITE LVL) NOTE: 1. Spacing for lite frame screw is as follows: Sides: 0.5" from each corner and 9.5" max, spacing thereafter (8 total) 1.56' -- 2 VERTICAL CROSS SECTION 4 NV40 2:z` a3 os J_u n 2! z F Q v V'• o m r7 z °O1 n m z6 o v t z° 4 p Ern z m° Uo o c;_ v a m aa rL o E oz vG IJ IvC1' o 3'a h N W N Q M N o u DATE: 1118112 SCM.E: N.T.S. r DWG. BY: JK u CHK. BY: LFS 5 DRAWING No.: Q FL-15129.8 n SHEET 4 OF 14 c J TOP R. SIDELITE - EXTERIOR LVL STILE - LVL) SKIN LVLSTILE.,/ SIDELITE SKIN INTERIOR POLYURETHANE - 0.75" FOAM CORE 13.87"MAX. PANEL WIDTH 6.84" MAX. D.L.O. x IG M Ci x p G ¢ O° 2 N 1 LLI FIBERGLASS SIDELITE 41 "NoMmpact" Lit. Frame DOOR SKIN: 0.07(Y" MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM 1 HORIZONTAL CROSS SECTION 5 1.56" --1 EXTERIOR INTERIOR A, rn Za N, oZ 0` Fi01% o m Z of n5J-n•- m i/YY,rrr f a0 ZoOn l m o ZOZU mf\ o r O o w mhNMm maa aW o E vZ w o JTd z n HOT MELT SEALANT 1 /2" GLASS BYTE -i N A5 \\ 1" O.A. THK GLASS 1 TEMPERED GLASS w 8" 1 F AIR SPACE 0 oU) 5 1/ 8" TEMPERED GLASS a a x r 8 X I -I /2" PPFI SMS I : ` ALUMINUM BUTYL J J 4 SEE NOTE 1) — OR STAINLESS STEEL / Q, SPACER SYSTEM GLAZING DETAIL G2 POLYURETHANE — LipLifeFrameFOAM CORE o r F n I I T A5 LIP LITE FRAME ABSorPC/ASA NOTE: 1. Spacing for lite frame screw is as follows: Top and Bottom: 2" from each corner (2 total) Sides: 7' from each corner and equally spaced thereafter (8 total) BOTTOM RAIL--- 1. 72" - 2 VERTICAL CROSS SECTION 5 v 1/18112 ILE: N.T.S. BY: JK BY: LFS SWING NO.: FL- 15129.8 cr 5 of 14 p&_j UZ ha: 2= m 1Yj fi r `Nn O 1) Z 57 U N v V 2 o Z U o m p m CJ 0L m a maaa y a 2 8 8 9 9 W 0° d tiz o m Z w 41 v i 17 7 o G Q r J J} m UT 3O Z omp O O Q a Of 3 4 5 3 4 5 3 4 5 FJ oS Q D p 8 8 A,8 8 8 8 9 9 9 h N N n Y O N DATE: 7 18/12 - Sc : N.T.S. ` DWG. BY: JK a GHK, ©r: LFS 3 DRAWING FL-15129.8 c SHEET 6 OF 14 41 7 O r C SEEi I 'I 1 I 12 40 V t l iNTERIOR \ INTERIOR( I v I I EXTERIOR SEE NOTE 1 63 L 1 266 EXTERIOR 62 I 18 see NOTe 1 63 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION7Outswingshown - Inswing also approved Outswing/shown 3 HORIZONTAL CROSS SECTION Shown w/ wood jambs 7J g shown -Inswing also approved ] Shown w1lX sub -buck NOTE: Shown w/ PVC lambs (Fiberglass/Comp. jamb similar) 1-1/4" MIN. EMB. (TYP.) I. Item #63located 6" from each end L and 3 more equally spaced (5 total). C 0.15" C'SINK TYP.) 1 HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved INTERIOR EXTERIOR ENDURA, TRC OR PVC ASTRAGAL 4 HORIZONTAL CROSS. SECTION 7 Outswing shown - Inswing also approved INTERIOF EXTERID 1-114' MIN. JA, EMB. (TYP.) Q;' y% N cn•. oZ c ni,' yam`. a n n* i'1s ss o N m zm a v 0 Z Q m F"` o u d c Woa v om< m a ma 6 oZ w 5 HORIZONTAL CROSS SECTION 7 Outswing shown - Inswing also approved 1-1 /4" MIN. TYP.) DATE: 1118112 sue; N.T.S. DWG. BY: JK u DHK. IN: LFS DRAWING NO.: D FL-15129.8 sHEE-r 7 Or 14 J " n W 10/7 2 N Z INTERIOR 1 2 34FXTFRinRii,(r/, EXTERIOR EXTERIOR — INTERIOR O INTERIOR ri-' VERTICAL CROSS SECTION Z. m O N I O OZ iZErnmu M M a- L m a maa1, 4 O V Z vo w z 0 z cn 0 r_ U L Q U j m0 Ka O W e > QK z 2 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION z Outswing sill - high dam g Inswing sill w IN i Z C E. 1/15 12 e LE: N.T.S. 111': JK d BY: LFS WINO NO.: a FL-15129.8 n c E'r 3 OF 14 FF 1 I NOTE: -.__.... - - . -... -- ` I. Screws thru head and sill jamb located 3" from each end and on center line. = (3: G 2, m / A - v V ° SEE NOTE 1 63 _ - - _ .- —% i• ` o m m0 m 11 111 OO o7Z Ir 602w o zo SEE 63 % O j % / \ \ \ 1 1 a o `o a NOTEI C -w 42 41 // j 1 2 3 4 I x4 maa4 oi =Z EXTERIOR INTERIOR 42 41 \ i jj z EXTERIOR INTERIOR o VERTICAL CROSS SECTION Shown w/IX sub -buck EXTERIOR ;/ INTERIOR 1 2 3 4 63 SEE NOTE I 5ii > o q1 VERTICAL CROSS SECTION o i o e rE Ji / ` f EXTERIOR INTERIOR a Y } EXTERIOR " INTERIOR w U SEE j NOTE I u 3 VERTICAL CROSS SECTION 9 Outswing sill - high dam VERTICAL CROSS SECTION l 9 Outswing sill O VERTICAL CROSS SECTION 9 Inswing sill E: 1118112 E: N.T.S. s. BY: JK C BY: LFS WING FL-15129.8 IT 9 OF 14 f_— 3" P UO BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners 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 BUILDER TAFCON 1/4" 1-1/4" 7' 4" ELCO , 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. vv AT U T r O'Q_z n 3" -- -- 4" ' U) z° tit 0 N rn tb U N 0o U' Z LO O m 9 W II TYP. HEAD II II' 6 ANDJAMBS oz \ CC 41 I) III FOR lil REF. ONLY mrn o x O D z m an ill I I z w jN O I!I 0 BUCK ANCHORING DATE: 1118112 SCALE: N.T.S. DWG. BY: JK CHK. 9Y: LFS DRAWING NO.: FL-15129.8 SHEET 110 OF 14 SEE HINGE DETAIL 2 , SEE HINGE DETAIL I 2X BUCK DOOR FRAME MASONRY OPENING HINGE JAMB T, FRAME ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to morfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, 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 BUILDER 3/16" 1-1/4" 3" 1-1/2" TAPCON® 1/4" 1-114" 2" 4" ELCO ® ULTRACON 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 6" (TYP.) 2X BU( DOOF SIDEL FRAA Q Ub MASC OPEN c T' __"A A" l I, I I l 1 11 II 1 I I 2X BUCK -- " A -A.. —._. gLF I I IXBUCK u TYP. HEAD— K -/ JAMBS II 14 I 63 ug 65 E - III i II `_ ASTRAGAL SHOWN II IRY NG FOR REF. ONLY D III If TYPnSILL IN / o i i II I II 11 Il I I Imo— 3., O; -. J2 uO1i u. N ; o z d ro d o n z 1 U Nm o D z U Ern m • n g 9 cw o. N s°mae. B LL o xa I va~ 1 w o° 3- rL v U i 7 z 0 N U U J Z iw U O U F 4 FRAME ANCHORING ASTRAGAL STRIKE JAMB m a 3 H 1 X BUCK 1 OUTSWING — \ — a 2X BUCK 56 H INSWING cn pwma 1 .. N K o g STRIKE PLATE DETAIL o 0 0 VIEW A -A VIEW B-B gal Astragalke 6 head Astragal slri @ sill N Ic w N Q H 1X BUCK { IXBUCK o n Q MN z L 2X BUCK / U 2X BUCK Z DATE: 1118172 26 26 ` ` - __ ^4 SCALE N.T.S. Mr. DY: JK CHK. BY: LFS DRAMNG W.: FI_- 15129.8 HINGE DETAIL I HINGE DETAIL 2 SHEET 1 I of 14 TOP A_A 1 1 1 1.63" — c3C3 m --- -' BOLT RETAINER N Aluminum (9-3/4" Langi 0.32" — I 1 I DEAD BOLT IFIRU HOLE) in P h O L u 1 Y SLIDEBOLT ROD Steel LATCH BLIND HOLE) T N rn N I I u? I SCREW LOCATIONS 14.... (TYP.) IBOLT RETAINERS BOTTOM I d SLIDE BOLT ROD ALUMINUM ASTRAGAL t.7$" `- VIEW A -A Aluminum Astragal Assembly ENDURA ASTRAGAL 68 Aluminum Astragal by Endura Products j TOP I3-B BOTTOM LATCH Ru HOLr_) 63" - —1 :_-- 19' _.- j I r Im i 1 O 1 FLUSHBOLT_BAR Steel ASTR_AG_AL CHANNEL rSCREW LOCATIONS TYP-) P.STI:AGnL I CHANNEL - FLUSH60LT BAR I Al UMIN! IM ASTRAGAL 1.44"-- VIEW B-B Aluminum Astragal Assembly TRC ASTRAGAL 68 Aluminum Astragal by Trinity DEAD BOLT THRU HOLE) LATCH TITRU HOLE) I 0 c6 I 1\111111111! tiv N V, C. _ n z56' y1p. o; n y o m 1} a 9 a Z Q u C, to0 m a w a` N4 aomvmaa. o t zOJwa FLUSHBOLTBAR Die Cast Zinc 0 n o N 1 7 a oo o O Y J J m N FLUSHBOLT o < z Die Cast Zinc m o O SCREW LOCATIONS TYPj BOTTOM rLUSHBOLIILL- N CTn o •- M N O 17LUSI-I BOLI BAR GATE 1/18 12 scuE-E: N.T.S. PVC uwc. BY: JK ASIRAGAI j 1.44" — CHK. BY: LFS IIRAMNG NO.: PVC ASTRAGAL IAEWC-C FL-15129.8 68 PVC Astragal by Trinity PVC Astragal Assembly SHEET 12 OF 14 4.56" ro 4.56" 2.38" MIAD AND JAMBS ad 4.56" — - 2.44" HEAD AND I.AM11 5.62' INSWING THRESHOLD OUTS High-dam 0WING THREIHQ LD 2.44" -- --- AND1AM11 Composite PVC se wl Fiberglass Wrap 4.57" 019-1 80 0 0:.) o H 1IL.EY, RIGHT EYSILLKLEFT SCALE.' NONE SCALE: NONE 4. 56" 1. 22" 4. 56" Z44" 1 4 0 0 0 log 1111,fEY0E1Al1-1 2.01 2. 29" nal 60 IDEII(,,IPA CEI Al!IDELITE SPACER O, t,." () Inswing 18 2 N T T.S. BY rDWG. BY: JK L 3 CHX. BY: LFS FL- 15129. 8 SHEET 13 OF-14 y BB, T Z hllil V n J Z M nQ-_ 0` o mm , U N e o O Z oEm zmvo n t O C w a w tm ma0.v 0 w S a z cn 3 U C V OO a w o GO O K a Y N NJJ DOm mo w= N d o z ooul moo 3 a Y J G c a 0 Nzp Ln h Mo N N 0 n N Z tM1E: 1118112 SCALE: N.T.S. DWG. BY: JK CHN. BY: LFS DRAWING NO.: FL-15129.8 SHEET 14 OF 14 BILL OF MATERIALS REM 6 DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD_____ B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE p 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL H 3l16" X 3-i/4" PFH ITW CONCRETE SCREW STEEL I 3/ib" X 1-1/4" PFH ITW CONCRETE SCREW STEEL J 9 X 2-1 /4"PFHSTEEL L 8 X 2-1/2"PFH WS STEEL P 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW_ STEEL 1 HEAD &JAMB (FINGER -JOINT PINE - SG >= 0.42 WOOD 2 HEAD &JAMB FIBERGLASS/COMP-- 3— HEAD &JAMB PVC 4 HEAD&JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM _ b DOOR BOTTOM SWEEP PVC 8 6 X 1-1/4 PFH DRYWALL SCREW STEEL__ 12 WEATHERSTRIP QEBD650 Q-LON 18 3.983" X 4.0"HINGE MIN 0.098"THICK STEEL 19 SILLKEY PC/ASA___ 22 DEADBOLT STRIKE PLATE STEEL 23 LATCH STRIKE PLATE STEEL 24 9 X 5/8" PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 26 9 X 1.0" PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTR_ATE___ ALUM./ COMP. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 41 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 42 SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 53 8 X I-3/4" PFH SMS STEEL __ 54 ASTRAGAL STRIKE @HEAD STEEL___ 56 ASTRAGAL STRIKE @SILL STEEL 60 SIDELITE SPACER - OUTSWING PVC___ 61 SIDELITE SPACER -INSWING PVC 62 QUARTER ROUND WOOD 63 8 X 2-1 /4"PFH WOOD SCREW_STEEL 64 82" PFH WOOD SCREW STEEL 65 X 10 X 7' PFH WOOD SCREW STEEL eyi cap f s. SflverLine b1, d• r • a..,. WIN D ,!' 'i SERIES 5500 / 5700 MODEL 5502 / 5702 EXTRUDED VINYL SLIDING PATIO DOOR NON - IMPACT" 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 bome 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 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 # DESCRIPTION I Typical elevation, design pressures & general notes 2 Horizontal cross section 3 Vertical crass sections 4 Buck & frame anchoring_ 5 Bill of materials, components & g!azing detoil ID. 0 MAR. JVtKALL tKAMt MUM ---------------•- X 0 i i OVERALL FRAME DIMENSION MAX. PANEL DIMENSION OVERALL DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGAPIVE.. 71. 50" X 95.50" 35.37" X 93.62" 31.0" X 89.0" 20.0 20.0 71. 43" X 80.0" 35.75" X 77.63" 31.12" X 73.0" 35.0 35.0 76. 0" X 82.0" 37.5" X 79.5" 33.0" x 75.25" 20.0 20.0 NO I L-: Max. frame width and height occur an separate units. v P; J=o z J N ' 7 z O t m a ZZOy J a mda o ZEa WE: 11 / 16/ 1 1 SCALE: N.T.S. nwc. BY: KV env. er: LFS DRAWING NO.. FI_- 14998.1 nerr 1 of 5 i i a NOTES: :`. `: ••. 1. The fixed meeting stile is secured at each end with a rigid Ap m vinyl clip into the head and sill using (2) #8 x I" long PH SMS o o ;; d through the clip into the panel and (2)#8 x ii' PH SMS through the clip into the head and sill N: d °' Z- m z rcip_ o M 2. Reinforcement in meeting stiles always required. '•., Y'; Gj o z 3. Additional reinforcement required for D.P. > 20 PSF or i P for widths >75.5" ( rurt rpis m colNZ z ozJ m 2 v ° so ° a cw n ton rm y m ftRti 4 0 a U C (il a a p co - w' t V G 1/ 4" MAX.ShIIM 1/4" MAX. SHIM SPACE (TYP.J a a a 4 4" MIN, Yyr SPACE ( TYP.) g - i-- 1-1/ 4" MIN. See Note 2 EMB. (TYP.) I m EMB. (TYP,) 22 I 30^- I / It) INTERIOR \ J 12 1, / N IU, LLI W 00El El G2 r1 - -' / 24 1 See Note 3 q ._ m C 1 j See Note 1 C21 d S 1 22) / unIF: 1 1 / 16 1 7 z 26 B EXTERIOR See Note 2 See Note 3Cl B I' s u_ N.T S. _ i __ _ CCHK. 8Y: LFS 3 E 1 HORIZONTAL CROSS SECTION owwf^' "o- u FL- 14998, 1 0 sftEEr GF i Y J it I i I t a X o CF)-- Mt z pis z C;; On z 0 0 = 0 UE3 0z,330Eg, 26 n5- ' CJ16D CnZ7. CC) C6, VwiqV EXTERIOR INTERIOR C) j( DF A, 102 0, T- 05 z U 0( zti WC-1 076Z 6) D U II 03 I I ( 7, D00,30 z 102 :LLI GI u CCI) % DATE: 11/16/17 EXTERIOR YL INTERIOR SCAIX: N.T.S. LIM, BY', KV C11K. BY, LFS VERTICAL CROSS SECTION VERTICAL CROSS SECTION WWNG _M0.. buckShownwlIXsub U Sill FL-14998.1 SHEET .3 0, 05 2X BUCK 4" (TYP.) -- BUCK ANCHORING MASONRY 4" (TYP.) CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners 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 ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. ,. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT:` TOO MASONRY i0 ADJACENT EDGE ANCHOR TAPCON ELCO 6 T/Q, 1. 1/4 V, 4 ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. BUCK - MASONRY OPENING - 1 c I - )----- 24" ('rYP.) r.i4" (TYP.1 1 F _ A: W. 6 r OM Z II U Na o 26 2X BUCK' I p E oe z0 u oa C7)IX13UCK,imaa TYP. HEAD I r o E zJAMBSn° I\ U w 83`d N MEETING SFLE 2 SHOWN FOR CY YO REF. ONLY q 2O CJ D, as O E FRAME ANCHORING DA'•E: 11/16/11 SCALE: N.T.S. DWG.BY:-- KV CHK SY: LFS DRAWING NO.: FL--14998. 1 SHEET OF 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG z-0.55 WOOD B 2X BUCK SG z 0.55 WOOD C MAX. 1/4' SHIM SPACE WOOD E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1 EXTRUDED PVC .090" MAIN FRAME #5501 BY SILVERLINE* PVC EXTRUDED PVC .090" SILL #5523 BY SILVERLINE* PVC 4 EXTRUDED PVC .035" GLAZING BEAD #5517 BY SILVERLINE" _ PVC 5 EXTRUDED PVC .UY0" PANEL RAIL / STILE #5504 BY SILVERLINE" PVC 8 EXTRUDED PVC .090" PANEL INTERLOCK #5508 BY SILVERLINE* PVC 9 SLIDING PATIO DOOR HANDLE LOCK SET, HANDLE 10 SLIDING PATIO DOOR ROLLER ASSEMBLY #11-1935-687.6 12 ROLLING PATIO DOOR SCREEN 13 SILL TRACK #5524 8Y SILVERLINE ALUMINUM 14 GLAZING COMPOUND — SILICONE 16 WEATHERSTRIP PILE .270 x .220, PANEL STILES & RAILS (ULTRAFAB) i PILE _ 20 INTERCEPT SPACER STEEL_ _ 21 SETTING BLOCK —__ 22 STEEL STILE REINFORCEMENT .125" #5516 BY SILVERLINE STEEL 24 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 26 10 X 2-1 /4" PPH WOOD SCREW STEEL 27 1 /4" x 3-1 /4" H.H ITW CONCRETE SCREW STEEL_ _ 30 CAULK SILICONE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.44" GLASS BITE ---1 1 — G I GLAZING DETAIL 8" 0ci 5 RAIL / STILE O J I —L l 13 SILL TRACK 3" TEMPERED SPACE i L_.1 1C]o-1© n O C t7Op 3"TEMPERED 7 I II I II m I FRAME -__ Head & lama I O 0 0.. .. 4 GLAZING BEAD 22 _STILE REINFORCEMENT v n 0 l o- ou F3 o O SILL rn nJ Q 2.14 OLOCKSTILE OINTERLOCK scaE: N.T.S. Fixed and active No. Rv: KV 1,HK, Ay: LFS A.- 14998.1 u 5 oa 5 en cam, Grafts , SERIES 5800 - MODEL 5810 EXTRUDED PVC FIXED WINDOW/SIDELITE w/ FLANGE 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". 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 must be protected with 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. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for2x buck masonry construction. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations^general notes & design pressures 2 Horizontal and vertical_ cross sections 3 V_ertical cross sections_ 4 Buck & frame anchoring 5 Bill of materials, glazing detail and components 49.03" MAX. O.A. FLANGE WIDTH -- — 47.67'MAX. FRAME WIDTH --f I tE ui L S ( C x s 0Q Q LLK. O x Xs o v m I MAX. MAX. MAX. GLASS DESIGN: PRESSURE (PSF). FLANGE FRAME p,L,O_ TYPE DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE 49.03" x 97.41" 47.62" x 96.0" 43.75" x 88.12" Gl 50.0 50.0 rare, 11/09/77 SC.LE: N.T.S. CWC. OY: KV CHK. OY: FL-14918.12 E'f 7 OF J z- X-A in.. 6z oD— - . ...... Z 0 so "o z 0, z 0 0- m F A Ell 9rN CoEXTERIORINTERIOR o D0 1-1/4"MIN. 9F 1-1/4!"MIN. EMB. PP.) - - - - - - - mCF) E 10, O a 11 I INTERIOR r -- I1, x > GI z0 OAIE: I uz 30 1 SCALE: N.T.S. EXTERIOR D.C. BY Kv OD ---- i. 86 C11K. BY LFS VERTICAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWING NO.: OE FL- 14918.12 Sl+FEr 2 or N 4 OE 25 dz 0 Z- ur 5z0 Al- r2 -T 0 n z 0 x 0 z Q'O 61 VERTICAL R SECTION h— CROSS k X- C, G-' GI CO 30— 02 LDUil Z, O T-PI z DATE: 1 1/09/1 SCALE: N.I.S. Ci KVzDWG, M VERTICAL CROSS SECTION EE Direct to masonry CHK BY: L FS DRI.ING NO, 74918.72 N SHEEP _3_ Of 2X BUCK MASONRY OPENING BUCK ANCHORING 2X BUCK) WINAM:i I I V n FRAME wU' MASONRY 1 OPENING I I v i CONCRETE ANCHOR NOTES: 1.. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjoinfs. 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.CCEARANCE TYRE SIZE EMBEDMENT TO MASONRY EDGE. TO ADJACENT ; ANCHOR " ITW a 1/4" 1-1/4"2" 4" TAPCON ELCO 1/4" 1-1/4" V. 4" ULTRACON WOOD SCREW INSTALLATION NOTES: i. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 7 FRAME ANCHORING 2X BUCK) 12.5' MAX. O.C. (TYP.) e . P 4 O TYP. HEAD ea C' AND JAMB FRAME I II TYP. c2o SILL - C 1XBUCK MASONRY - ; K TYP. Q SILL — 5OPENING DIRECT TO V MASONRY ^_ O FRAME ANCHORING 1X BUCK) o` O, v M1 m U N •• o v o Z p Z UEmpm o,or a n 4 C DZ j Oa LLI w liJ z rei V 5 z S W l+- U, U DATE. 17 09111 SCALE: N.T.S. DWG, er. KV ChK. BY: LFS DIMING No.: FL- i 4918.12 SHEET _ OF _ BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0,55 WOOD B 2X BUCK SG >= 0.55 C 1/4" MAX. SHIM SPACE WOOD_ D 1 /4 X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL E MASONRY 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 10 x 2-1/2" PPH WOOD SCREW G 1/4" X 3-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL STEEL_ K 1/4" X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL 1 FRAME #5851 * PVC 2 SASH #5811 * PVC 3 1 GLAZING BEAD #BV38 * PVC 4 1 GLAZING COMPOUND SILICONE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1 /2" GLASS 2 BITE r 3/4" GLASS THK. AIR SPACE 1/8"TEMPERED u I iGI GLAZING DETAIL r--- I L o GLAZING BEAD r 437' 1FRAME M) d:: z m Q'O; o m N OM.Z m U N •• 0zm weGpJ On 6Z w lime DAT, F: SCALE:_ Owr,, BY: KV CHK. BY: LI S DRAWING NO.: FL-14918.12 GHEE( _5 OF 5 . SERIES 290014900 - MODEL 2901 /4901 EXTRUDED VINYL SINGLE HUNG 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 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 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 4 DESCRIPTION Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck & frame anchoring 5 Bill of materials, glazing details & components 0" MAX. OVERALL FRAME WIDTH' O z 6 w 0 t r v I OVERALL FRAME DIMENSION ' MAX, D.L.O. DIMENSION GLASS TYPE, DESIGN PRESSURE (PSF).' POSITIVE i NEGATIVE' 44.0" x 62.0" 39.0" x 28.0" G2 50.0 50.0 38.0" x 66.0" 33.0" x 30.0" G1 50.0 50.0 38.0" x 74.0" 33.0" x 34.0" G2 50.0 50.0 NOTE: Max. overall frame height and width occur on separate units z M LEN.T.S. KV BY. LFS ANG NO.: FL- 14911.6 Er 1 OF 5 i i i d 3 a c n r2 6% OE O-z— zo 41.70zu) 00 m z0 n z lq z 0 z oma 6 0 (L Inn D OC E 01 z 0 NOTE: 1. LOCATE OPERATING SASH LOCKS 8" FROM EACH END OF THE ACTIVE M EEH NG RAIL. FASTEN WITH (2) H 8 x 3/4" SELF TAPPING SCREWS, 2. LOCATE SASH KEEPER TO ALIGN WITH SASH LOCK, FASTEN WITH (2) W6 x 3/4" SCREWS. 105 Z m 4 3. SASH REINFORCEMENT (ITEM 12) REQUIRED FOR WINDOW Of FRAME HEIGHTS > 66" ONLY. C3_ EXTLPIOY 10 1 ~ INTERIOR c 0 103 F SEE NOTE 3 12 O 4 z z 2 G; V) INTERIOR wZa 3 o: cY Q v) cL z rD 7 EXTERIO RUD OE 10124111 1- 1 /4" MIN. B N.T.S. EMB. TYP. Dft. 13y: KV HORIZONTAL CROSS SECTION ;;w —sy.LFS 2 2'VERTICAL CROSS SECTION DRAYANG NO.: 2 FL-14911.6 SHEEr _2 OF_5_ h• A, W O mNi z° ' 0+ N o mll :y. zomn 1 1' I l l%\ o o m z° Gl UN.. INTERIOR a i g m c W I oo \ N a uy O o`a a a a ao C z w 3 EXTERIOR Gl z A EXTERIOR INTERIOR 3o 1 /4"MIN. -- c Ad EMB. TYP. Z m HORIZONTAL CROSS SECTION ! \ VERTICAL CROSS SECTION =N Shown w/1Xsub-buck 3 Shown w/1Xsub-buck rn Na 0 a a Co EXTERIOR nG1 INTERIOR EXTERIOR & G2 INTERIOR V) Z 14 n>z lJ [Y a -' p Q boo C3 (3 a n v h o 2 wh 1 24 tZ1 2 SCALE' N.T.S. 4 1 VERTICAL CROSS SECTION MG. By.. T 3 Optional masonry sill CHIC BY.. LFS 3 3 VERTICAL CROSS SECTION oAYOHc NO.: p 3 Optional masonry sill FL-14911.6 SHEEr _L or 5 g: 2X BUCK MASONR OPENIN( BUCK ANCHORING MASONRY CQNCFLlj AM20?NUTS 1. Concrete anchor locations at the corners may be adjusted to mainlain the min. edge distance to me, tarjoints. 2. Concrete anchor locations noted as "MAX. O.C. (TYP.)"must be adjusted to mairrain the nun. edge distance to modarjotnts, additional concrete a —hors may be required to ensure the "MAX. O.C. (TYP.)" dimensions are not exceeded. 3. Concrete anchor table: ANCHOR AIJCHOR MIN. MIN CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT` TO MASONRY TO ADJACENT - EDGE ANCHOR ITW TAPCON' 114" 1.1/4" 2" 4" ELCO ULTRACON 1/4" 1 1/4" 1" 4" WOOD SCRFW INSIALLAPON NOTES: 1. Mainlain a minimum 5/8" edge distance, I' end distance, 6 1"o.c. spacing of wood screws to prevent the splitting of wood. y hJ_Z M y @t0 F- om U i( P TII11'II1L z r; oZUN 2X BUCK F S 46 0 x z IXBUCK G ri o Em r—o'mm0 w a4a Maamj BUCK — TYP. E o 0 JAMBS o .i N FRAME MASONRY m os OPENING w N Q I z 00 O 1 i a FRAME ANCHORING R BY: KV LFS NG NO.: F911.6 SHEET 4 of 5 Of MATERIALS ITEM # DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WO_O_D_ C___ 1/4" MAX. SHIM SPACE D i/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCRENJ STEEL E MA NRY - 3000 PSI MIN. CONCRETE CONFORMING 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 10 x 1-3/d" PH SCREW STEEL G_ 114 " X 2-3/d" ELCO OR ITW HIi CONCRETE SCREW 1 PVC HEAD #52-2902* STEEL PVCEXTRUDED 2 EXTRUDED PVC JAMB #52-2901 * PVC 3 EXTRUDED PVC SILL tt52-2903* PVC 4 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949* PVC 5 PVC SASH #5?_-2905* PVCEXTRUDED b EXTRUDED PVC GLAZING BEAD #52-1227* PVC 7 EXTRUDED PVC MEETING RAIL #52-2907* PVC 8 EXTRUDED PVC LOCK RAIL (TOP) #52-2908* PVC 9 EXTRUDED PVC KEEPER GLAZING BEAD IP52-2317* PVC___ 10 MEETING RAIL REINFORCEMENT #51-2919 11 LOCK RAIL REINFORCEMENT #51-2821 STEEL STEEL 12 SASH REINFORCEMENT 6061-T61k2938 ALUM 13 EXTRUDED PVC INTERLOCK GLAZING BEAD #52-1257* PVC 15 OPERABLE SASH LOCK 1 G GLAZING COMPOUND (DOW lk i 199) SILICONE 17 INTERCEPT SPACER STEEL 5/8"OVERALL `.`.t r THK. GLASS O:' n a 17J 3/32'ANNFALED Q:z 7 z rt*t O 0 a AIR SPACE 'i .` L \ `,. - 3/32' ANNEALED r i/ ITT I I * p \ io\\``` o °n z t 6 o 1/2"GLASS 1 0 o a z aotmzmcU BITE -- ----. v°i a 56 t m J G I GLAZING DETAIL \lJ `p Y a m a a v 518" OVERALL v E o z° THK. GLASS w p 1/8"ANNEALED - --- 0.84" O 0.05' o W AIRSPACE z .o f=] i ` 1 /8" ANNEALED n EXTRUDED PVC GLAZING BEAD o 16 m wCj 1/2"GLASS I I- 0.78" y y BITE G2 GLAZINGDETAIC r I' N o oomo N v a w o a a THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED o 0 BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". EXTRUDED PVC GLAZING BEAD m Interlock 0.68" m f r- _ w 0.36" -"-i Imo- o ti i'n-' z0.8" L w O 0.06Z' s >_ rnIGi1I -- x w w - o I----- 0.036' d U 1_ n z z i 0.05" 0.455" ci W LJ f EXTRUDED PVC MEETING RAIL MEETING RAIL LOCK RAIL SASH Q ^ ^ 2.95" ----, Iw—. 3• — T 10 Reinforcement 11 Reinforcement 12 Reinforcement a2.95" --i n r 3 ommlw- r Do --^- 1.1-- -0.91" -- I narnO m n w I N -- 0.065' U 1_ I N % I o' Z o 0.07" Cam( 4 j I wre 10124111 z u rr 0.065" - zo 0 O.Q65' sryc• N.T.S. ff - 0.91" _ I I _, I I avc. er: KV m c"K BY. LFSIx3 PVC _HEADER I PVC JAMB 3 PVC SILL CB EXTRUDED PVC LOCK RAIL (TOP _ O EXTRUDED PVC BOTTOM LIFT RAIL S EXTRUDED PVC STILE ° N^ No` a FL-14911.6 p N SHEET 5 of 5 g BILL FZ4-16-01315 CH.i. 0il EAD Di Higher-wind-pressures and -larger -doors -require -additional reinfo, reement.---==-- Premature failure of door system may result from improper application. CAUTION See chart in lower left corner of drawing sheet one for the approved wind s, Pressures and door"s* es. These supplemental instructions do not contain basic door installation steps and related safety information. r p- - Failure -to follow basic installation steps -and related safety-information_ V V A I G may result in injury or death. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. s The correct selection of door and framing materials, in adherence with local building code directives, is the responsibility of the building owner/designer. Use of a reinforced garage door does not constitute automatic compliance with any building code. Local building code officials determine compliance criteria. The percentages charted below, reduce exposure B wind speeds from the lower left corner of page one of each drawing to approximate mph for mean roof heights Hand exposures B, C, & D. rq 0 0 b H. B C: D 15' 100% 90% 82% 20' 100% 88% 80% 25' 100% 86% 78% 30' 1005 84% 77% 35' 97% 83% 76% 40' 95% 81% 75% 45' 94% 80% 74% 50' 92% 80% 74% 55' 91% 79% 73% 60' 90% 78% 73%- 0 a 1/- _ y 51737 a." Digitally signed byJohn E. Scates, P.E. 2 STATE .,`_ Date: 2015.04.06;1 T-03:17 05'00` AN. `-,PftOR%oo/ - John E. Scales, P.) 3121 raugate Drive Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 5008, F-2203 l of 2Copyright20L5_C.H.I.OverlieadDoots page Strut placement options hinges shown with six screws, see drawing for actual screw quantity requirements) single hinges shown, see drawing for double end hinge requirements) Stut Strut End Hinge or top bracket Strut above top fixture above hinge Top Fixture Strut End Hinge Nuxillary arrier lottom Fixture . Strut above auxiliary carrier see below for optional location) Strut above bottom fixture Strut on top half of hinge Strut may Strut be installed on top half of hinge instead of Hinge above hinge to avoid door components. Strut in center of section trot Fixture S below hinge Strut may be installed on bottom half of hinge instead of below hinge to avoid door End Hinge or rottom bracket tinge Strut see below for optional location) id Hinge components. Strut on bottom half of hinge A locking system must be installed if the door is not electrically operated. See drawing for stop molding requirements, on doors not more than 1" wider than opening. When using stop molding, secure molding with minimum 8d nails or 2-1/2" long screws. A track bracket should be installed at a distance not exceed 10 inches from the bottom of the track. Another track bracket may be required at a distance not exceed 5 inches from the bottom of the track. Local t a k b k t ' d (— Strut 4W 4W e r c rac e s as require to avoid otherfasteneis or defects in wood. Add track brackets as required until the specified quantity is achieved. The distance between track brackets should not exceed 28 +/-1 inches. S" SCgIF/ The distance from the top track bracket to the flag angle should not exceed 38 +/-1 inches. ; • ;'\GEMBF`.p X g Push nut detail Push nut shown, see drawing for push nut requirements) Push Nut Detail (use on all rollers, if depicted on drawing) use 3/8" 1. D. on bottom fixture roller stem use 7/16" I. D. on end hinge and top fixture roller stems Push nut: Slide roller into fixture and tap push nut onto roller stem using a 1/2" socket and hammer. Leave an No. M737 4: L 0 STATE OF . tt1. 0. John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 1/ 8 to 114space between push nut and fixture. Florida P.E. # 51737 U S O, 2 R 2 T_XPE 56308, F 2203 Coppight2015 C. H.I. Overhead Doors page 2 of 2 For Use With Drawing Number FZ4-16-01315 Strut Placement Door Height Section Number 6'-6" to 74' 7-6" to 8'-0''-- 8'-3" to-8'-9'- 9'-0" to 10'-6'-'- 10'-9-' to 12'-3" 12'-6'-' to 14'-0" 14'-3" to 15'-9" 16'-0" to 171-99-to-19'-3='- 19'-6" to-20°-0" 12 N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 11 N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 10 N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 9 .. N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 8 N/A N/A N/A N/A N/A 1 at Detail A— 1 at Detail B 1. at Detail B I at Detail B 1 at Detail B 7 N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 6 N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 5 N/A 1 at Detail A 1 at Detail A I at Detail B 1_at Detail B 1 at Detail B I at Detail B I at Detail B 1 at Detail B. 1 at Detail B 4 1 at Detail A 1 at Detail B 1 at Detail B l at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 3 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B 2 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B I at Detail B I at Detail B I at Detail B 1 at Detail B 1 1 at Detail B 1 at Detail'C 1 at Detail B 1 at Detail C 1 at Detail B 1 at Detail C I at Detail B I at Detail C 1 at Detail B 1 at Detail C 1 at Detail B 1 at Detail C 1 at Detail B I at Detail C 1 at Detail B 1 at Detail C I at Detail B 1 at Detail C I at Detail B 1 at Detail C Push Nut Detail (use on all rollers) use 3/8" I. D. on bottom fixture roller stem use 7/16" I. D. on end hinge and top fixture roller stems Push nut: Slide roller into fixture and tap push nut onto roller stem using a 1/2" socket and hammer. Leave an 1/8" to 1/4" space between push nut and fixture. Track Bracket Spacing Track bracket spacing shown for doors up to four sections high. Additional door sections, may be added for maximum door height depicted online . drawing. Track brackets must be added (per track) for each section and spaced at a distance not greater than the corresponding section height (see line drawing for required quantities). Do Nc Excee, D 10,E C 28" B 28 For Use With. Drawing Number FZ4-16-01315 40V x Strut Placement Detail Strut Cop Fixture Strut above top fixture Detail A id Hinge 000 Strut J Residential Strut Bottom Fixture Strut on bottom half of hinge Strut above bottom fixture Detail B Detail C Strut Strut Strut Strut Strut 5 Struts 3 Window Options: l/8" DSB 1/4" Tempered Glass 16'-0 (see notes for other widths) — I/4" Polycarbonate D 7/16" Insulated Glass l Optional Liles 2B Irttentiate Hinge 7/16" Tempered Insulated Glass 4D (see window options) 2 1C blax daylight opening 39-3/8 x 12-L/2" 2 2 Top Fixture Fla g I Bracket OE]t jPP o 4D / f N c' hxdoorheight $ 7, i'',r exile - ..0 m c LB 7 6-6"_ _66-6"to _0, 4 5 3 2 C 7, a t Track 7._6" to 8'-0" 5 6 4 3B r 2 f- i Bracket... 8'_3,, to 8'_9., 5 6 4 End Iiutge 9'-0" to 10'-6" 6 7 5 t 4AO 2 t0140 8 9 71'6 Bottom Fixture 14'-3" to IS'_9.' 9 10 8 1 G-0' to 17-6" 1.0 11 9 I i 3A 2A 17-9" to 19'-3' 11 12 10 2 19'-6" to 20'-0" 12 13 11 B Strut Strut T?ack bracket uantities shown are for I This door has been evaluated in accordance with ASTM E 330-02 and ANSIMASUk 108-02 and 108-05. Attachment q Supporting structural elements to be designed by registered professional engineer for specified wind loads. use with grade 2 or better spruce -pine -fir SPF) or southern pine jambs. If door is not electrically operated, a lock must be installed. j Maximum door height: 20'-0" Maximum section height: 2.1" Per ASCE 7-10 Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. `\\\ aa\ 1I 11llfl 1he.e rxposw e:'B" wind speedsare for 7' high doors on 30' t ll buildings: ` 0% *V' Cqr / fo SpeInstructionsntal d doois uco 20'-0highTtiese details n A Width Design Pressure Wind Speed Windows Center Stiles 24''-00' 10 5 ( sl) /- 11 7 ( sf) _. 108 (mph) YES 9 22 00' 12.5(_ psf) /- 13.9 (psf) 118 (mph) YES 9 21 00' A3 7 ( sf) / - 15.3 (psf) 124 (m hj YES 9 20 00" 1 15 1 (sf) /6.8 (s 130 (mph) ES 9 19-00" 16.8 ( psf) /- 18.7 (psf) 136 (mph) YES 9 1. 8 -00" 18. 7 ( s 0 / - 20.8 (psf) 1.44 (nn . h) YES 7 1 T-00" 19. 7 ( st) / 21.9 (psf) 147 (mph) YES 5 I6'-06" 20.9 ( sf / 23.2 (psf),, _: 151 (mph) YES 5 16'-00" 22.2 ( psf) /- 24.7 (psf) 156 (mph) YES 5 15-00" 23.7 (' s / 26.3 (,s 160 (mph) YES 4 14'-02" 25.1 (' sf) /- 27.9 (s 164 (mph) YES 4 dB, addition to this drawing for installation. Always No. 51737 use supplemental instructions in addition to this Joint E. Scares, P. E. drawing during door installation. 3121 Fairgate Drive* r STATE OF+.41` 7 00O wv nts Carrollton, Texas 75007 Florida P.E. # 51737 i'•,R ORIQP' p#` o® h 04-09- 2015 V;; 4/0N' (a\ Model's:4250, 4251, 5240, 5241, 52 0, 5257 E F L O Digitally signed by -John E. P.E. 25.1 (psf) /- 27. 9 (psf) at 14'-02" through 10.5 (psi) ! 11. 7 (psf) at 24 00° u ! " " Date: 201 0 . 11414:4854 -05 00' CHI D Center stile quantity is minimum per section. rawing. FZ4 16-07315 Professional Engineer's seal provided only for verification of Windload,consttuction details page L_of_2 2 4 3 1 Sh-ut.(if applicable) not slice for clatitv. T`. 1 Details on some views may have been omitted for clarity. 059) galvatized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. (.086) galvanized steel See jamb attachment details for more information about attaching jambs to structure. flag bracket fastened to D .. Y fixture. Each fixture attached 6004 m with four 1/4" x 3/4" screws. 2" x 7/16" (nominal) stop molding to be secure5/16" x 1-5l8" wood ]a dwithwood lamb with three minimum 8d nail or 2-1/2" long screw on 8" spacing,, screws. push nut Stop molding not required when door is more than 1' wider than opening. "= nominal (. 0185) galvanized steel tninimum 034) end stile Flag bracket attached to horizontal track. - Z7 4 with two 1/4" x 5/8"_m7 track bolts and nuts. 109) galvanized steel top fixture. Each fixture attached (034 center stile Wit], two, x 3/4" screws. ' ) 2" (min) x .045 ( Flag bracket attached to Cgalvanizedsteed [rack vertical track with two 1/4" Il x 5/8" track bolts and nuts. r push nut Or: two 1/4" x 11/32" rivets. 102) galvanized steel track 0- 14) end stile V End Hinge 0 Intermediate Hinge " bracket astened to wood jamb galvanized steel fastened (.058) alvanized steel with onc-5/16" x 1-5/8" wood Q to section with Q fastened to section with lag%screw per bracket., four 1/4" x 3/4" screws, four 1/4" x`3/4" screws. ° Optional 1 r head room top bracket - 8 r push nut . 2- 3/4" Each track bracketattached with 2" ( max. for .058 tltick)y _. . 2-3/4" one 1/4" x 5/8" track bolt and nut. 4" ( max. for .109 thick) Or two I/4" x 1.1/32" rivets. nominal 0 2" (min.) - / I. 0 (min.) ball roller A-1/2" (mii.) stem John E. Scates P.E. with nylon or steel tread. 3121 Fairgate Drive Pushnut3" Carrollton Texas 75007 00 1 7/8" ```,``11 Florida P:E. # 51737 M 000 nts 102) galvanized steel bottom ID - 1/2" O, GENd v 000kNI, No. 51737 000 04-09-2015 bracketEachbracketattached - _ * * = -- 051. 50 ksi galvanized steel * ; t with four red 1/4" x' 3/4' screws. - . j' - Models: 2240, 2241, 2256, 2251 4240, 4241, 3" strut attached with two 1/4" x 3/4" y STATE f .tt 4250, 4251 5240, 52a1 5250, 5251 screws per stile or hinge late. 109) galvanized steel twttom p g p j ` ° OR Q. SIR \ 25.1 (psf) /- 27.9 (ps1) at 14' 02' through pushnut /i/FSg " E bracketEachbracketattached //e 10NA1 \ 10.5 (psf)/- ] t.7 (pst)at 24'-00" uminumextrusion with four red 1/4 x 3/4 screws. //111111lti weatherstrip C. H.I. Drawing: FL4-16-013 t5 Optional low head room bottom bracket Professional Engineer's sea] provided only for verification of windload construction details page_2_of 2 4 3 Amerirnax Home Products, Inc. www.amerimax.com 800) 347-2586 Lancaster, PA 17604 MATERIAL SELECTION GUIDE AND INSTALLATION INSTRUCTIONS Note — When product is installed in Florida see Approval k FL 5896 for installation instructions with specific adherence to the 2004 Florida Building Code. http://www.floridabuilding.org/pr/pr—detl. asp? I PT=5896& RV=O&fm=ROSrch Attractive: Easy To Work With: The Permanent Outdoor Material: COMPONENTS Aluminum won't split, rot, or warp. Baked on finish resists peeling, cracking, chipping, and blistering. Aluminum can be cut with a sharp blade, metal snips, or circular saw. Fasten it with a hammer and (aluminum) nails. It's lightweight but strong. Proven over the past 50 years in siding, storm, and screen doors and many other applications. PANEL SUPPORTS twelve foot lengths) Used to support the overhang panels. J-channel (Decorative) Frieze Moulding OVERHANG PANELS (SOFFIT) twelve foot lengths) These lengths are cut into individual panels to match the depth of your overhang. They come either solid or vented. 12" wide Panels FRONT TRIM twelve foot lengths) Used to cover the wood trim to which your gutter is attached. Now is a good time to decide on replacing your old gutters with an AMERIMAX RAIN CARRYING SYSTEM. The front trim may be slipped under the Fascia 4", existing gutter if it is not removed. If front trim is not 6", 8", 10" 1" Fascia used, additional panel supports are required. heights Runner available 1'/4" TRIM DOUBLE CHANNEL RUNNER NAILS twelve foot lengths) ..., May be used instead of butting J channels at mitred corners. A WORD ABOUT VENTED OVERHANG PANELS Amerimax vented panels allow outside air to pass through the roof rafters into your attic. Your attic exhaust system completes this important air circulation loop. Adequate ventilation is required to prevent: Energy losses in summer from a super -heated attic _ Energy losses in winter caused by attic insulation - that has soaked up condensation and moisture. Peeling paint and rotting wood caused by condensation buildup inside the framework of the house. A solid wooden overhang allows none of this vital air circulation. For adequateventilation, Amerimax recommends that a minimum of '/, of the aluminum overhang panels be vented panels. MEASURING FOR YOUR PROJECT A. TOTAL OVERHANG LENGTH (feet) Measure the length (L) of overhang on all sides of your house. Add all these measurements to get the total overhang length, in feet. B. OVERHANG DEPTH (inches) Identify your project from the illustrations below and measure the overhang depth, 0 El inches, to the nearest 1/8 of an inch. L7 L2 INSTALLING A INSTALLING AN HORIZONTAL OVERHANG INCLINED OVERHANG l TF777 Overhang Overhang n I Depth d. Depth O e"nangI I O DePang 11 Project I using Project II not Project III using Project IV not Front Trim using Front Trim Front Trim using Front Trim MATERIAL SELECTION GUIDE PANEL SUPPORTS: J-CHANNEL OR FRIEZE MOULDING (twelve foot lengths) For projects I and III Divide total overhang length (in feet) by 12 and round up to the nearest whole number. If not using double channel at mitred corners, add one additional length if overhang turns a corner. Example: Total Overhang Length = 80 feet 80 _ 12 = 68/12 lengths You need 7 twelve foot lengths plus one length if overhang turns a corner and you are not using a double channel runner at mitred corner. For projects II and IV Divide total overhang length ( in feet) by 6 and proceed as above. Example: Total Overhang Length = 80 feet 80 _ 6 = 132/e lengths You need 14 twelve foot lengths plus one length if overhang turns a corner and you are not using double channel runner at mitred corner. OVERHANG PANELS: SOFFIT (12" x twelve foot lengths) LOCATE YOUR OVERHANG DEPTH From 7" to 8'/e" Divide total overhang length (in feet) by 18 and round up to nearest whole number. Example: total overhang length = 80 feet 80 _ 18 = 486e lengths You need 5 twelve foot lengths. Over 8'/2" to 91/4" Divide total overhang length (in feet) by 15 and proceed as above. Over 91/4" to 121/8" Divide total overhang length (in feet) by 12 and proceed as above. Over 121/8" to 161/1," Divide total overhang length (in feet) by 9 and proceed as above. Over 1614" to 24'/e" Divide total overhang length (in feet) by 6 and proceed as above. Over 241/8" to 481/e" Divide total overhang length (in feet) by 3 and proceed as above. Remember: Decide on how many solid and how many vented panels you want. The answers you get above are the total number of panels you need. FRONT TRIM: Fascia or 1" Fascia Runner (twelve foot lengths) Divide total overhang length (in feet) by 12 and round up to nearest whole number. Example: total overhang length = 80 feet 80 _ 12 = 6 e/12 lengths You need 7 twelve foot lengths. NAILS: Only aluminum nails should be used. One box (1/4 pound) of Amerimax 1'/4" aluminum trim nails should be sufficient for your entire project. TOOLS Circular saw REQUIRED with fine ",IX Carpenter's square tooth blade Measuring tape for cutting metal _ D Chalkline - Hammer Sharp knife Metal snips o Qpo QQo mo Level CAUTION: When nailing aluminum, hammer only until nail head touches aluminum surface. Further hammering may prevent normal expansion and cause buckling. Remove Any Exisling Trim Before You Begin Remove an existing trim. Consider possible obstructions such as utility lines. Panels may be cut to fit around them or contact your utility company for removal or replacement. STEP 1. INSTALL PANEL SUPPORTS J-CHANNEL or FRIEZE MOULDING) Always start at one end of the house. No overlap is needed where lengths meet. Nail on approximate 16" centers. FOR PROJECTS I AND III, WHERE NEW OVERHANG WILL BE ON THE SAME ANGLE AS EXISTING OVERHANG OR RAFTERS Install along wall of house by nailing through long leg into existing wooden overhang or rafters. Fig. A lr - • L J 1 j— A Project I Project It FOR PROJECT I, WHERE YOU ARE CHANGING FROM AN INCLINED OVERHANG TO A HORIZONTAL OVERHANG Mark point on wall level with bottom edge of wooden front trim at both corners (A). Strike a chalkline between the two points. Make 1" wide nailing flanges on long edge of panel o--_-= supports by notching with metal snips and bending up. Fasten panel supports to wall with long side up and top horizontal edge even with A chalkline, nailing through flanges. Fig. B FOR PROJECTS 11 AND IV WHERE NEW OVERHANG WILL BE ON THE SAME ANGLE AS EXISTING OVERHANG RAFTERS Install along inside of wooden front trim by nailing through long leg or into existing overhang or rafters. At one end of house, install only one length along the wall by nailing through long leg into existing wooden overhang or rafters (see Fig. A). Successive lengths will be installed along the wall after the overhang panels have been installed into the previous lengths. FOR PROJECT II, WHERE YOU ARE CHANGING FROM AN INCLINED OVERHANG TO A HORIZONTAL OVERHANG Install along inside of wooden front trim (see Fig. D). Follow procedure illustrated in Fig. B to strike a chalkline on wall. Chalkline should be level with bottom leg of panel support. At one end of house, install only one length along the wall by forming 1" wide nailing flanges and nailing to wall with bottom horizontal edge even with chalkline. Successive lengths will be installed along the wall after the overhang panels have been installed into the previous lengths. STEP 2. INSTALL OVERHANG PANELS (Soffit) FOR ALL PROJECTS: Subtract'/a inch (for clearance) from your measured overhang depth. Using this new dimension, cut the twelve foot lengths into individual panels, using your circular saw with fine tooth metal cutting blade. Always start at one end of the house. The first panel Overhang Panel Interlocking Panel Support - _ __ Nailing Square Edge must be installed with interlocking -nailing edge square with the wall and positioned to receive the next panel. Important: Decide on the solid vs. vented pattern you wish to use. If you are covering an existing overhang you should cut a hole in the old overhang (to the approximate panel size) at each vented panel in order to achieve the desired air circulation. FOR PROJECTS I AND III Insert each panel into support and approximately even with outside edge of wooden front trim. Install each successive panel, pushing it up against the previous panel until it interlocks, before nailing into the bottom of the wooden front trim. FOR PROJECTS If AND IV Install the panel by sliding it into the tracked formed by the two panel supports. Install each successive panel, pushing it against the previous panel until it interlocks. Proceed until panel support against wall is filled. Install one additional length of panel support against the wall, as before. Proceed with installation of panels and panel supports. Going Around Corners If inside or outside corners are involved, make a mitre joint by butting two J-channels back to back as shown, or use Double Channel Runner. Cut the soffit panels at the proper angle to fit. STEP 3: INSTALL FRONT TRIM Fascia or 1" Fascia Runner) Note: If you are removing your existing gutter, mark the locations of the rafters so you can remount your gutter by fastening into the rafters, which is preferred over fastening to the wooden front trim. When turning a corner Wrap -around should be about 2". Cut out the bottom lip with metal snips and blend front trim as shown. The first piece used after turning the corner should overlap and come completely to the corner. Starting at one end, place front trim with bottom lip snug against the overhang panels. The top edge may be slipped under box style guttering it if it has not been removed. Nail as shown on approximate 16" centers. Do not overdrive nails. When installing the next length, overlap the first by 1/2" to 1" and nail through the overlap joint. ROOF GABLE BOARDS Amerimax Fascia can also be used to cover Gable Boards. Follow, the same procedure as above, mitre cutting the panels at the peak. CLEANING INSTRUCTIONS Aluminum can be cleaned by using a mild soap and water solution. You should never use abrasive cleaners or pads. Imeriemax n Home Products, Inc. www.amerimax.com 800) 347-2586 Lancaster, PA 17604 Florida Building Code Online Page 1 of 3 S. 4 BCIS Home [ Log In yUser Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map L Busri nes ;, 3 P} on fre[] rr {: M, Product Approval Clltl55 I1jUSER: Public Usergt Product Aooroval Menu > Product or Aetication Search > A,ppiicztien List > Application Detail s FL # FL15067 R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Mid -States Asphalt & Cant Strip, Inc. 1637 51st Avenue Tuscaloosa, AL 35401 205)345-6634 eric@msaroof.com Eric Bailey eric@msaroof.com Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Eric Bailey 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/28/2018 Locke Bowden Validation Checklist - Hardcopy Received FL15067 R3 COI MSA14002.2 2014 FBC Evaluation Re ort ME Underlavments- FINAL..odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3909 1997 ASTM D 6757 2007 ASTM D226 2006 ASTM D2626 2004 ASTM D3909 2004 l xt+reo•//Anznzr finri ahiiilr inn nrrrinr/nr or.r. rltl .,,.,%»nrnm=girl=TVII.,,+Tl t t /t /ant e Florida Building Code Online Page 2 of 3 ASTM D4869 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/28/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 5ummary of Products FL # Model, Number or Name Description 15067.1 Arrow 43# Organic Base Sheet ASTM D 2626 Organic Base Sheet Limits of Use Installation Instructions Approved for use in HVHZ: No FL15067 R3 II MSA14002.2 2014 FBC Evaluation Approved for use outside HVHZ: Yes Underlayments- FINALpdf Impact Resistant: N/A Verified By: PRI Construction Materials Technologie: Design Pressure: N/A Created by Independent Third Party: No Other: See evaluation report for limits of use. Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINALpdf Created by Independent Third Party: Yes 15067.2 MSA ASTM D-226 15# ASTM D 226 Type I Saturated Organic Felt Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: See evaluation report for limits of use. FLIS067 R3 II MSA14002.2 2014 FBC Evaluation_' Underlayments- FINALpdf Verified By: PRI Construction Materials Technologie: Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINALpdf Created by Independent Third Party: Yes MSA ASTM D 226 30# - a15067.3 ASTM D 226 Type II Saturated Organic Felt Limits of Use `- " _ Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL15067 R3 IL MSA14002.2_2014 FBC Evaluation Underlayments- FINALpdf Verified By: PRI Construction Materials Technologie; Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINALpdf Created by Independent Third Party: Yes 15067.4 MSA MSR ASTM D 3909 Asphalt Roll Roofing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL15067 R3 II MSA14002.2 2014 FBC Evaluation Underlayments-..FINALpdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINAL.pdf Created by Independent Third Party: Yes 15067.5 MSA The Grid ASTM D 6757 Saturated Felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FLIS067 R3 II MSA14002.2 2014 FBC Evaluation Underlayments- FINAL.odf Verified By: PRI Construction Materials Technologie: Created by Independent Third Party: Yes 1, +—,-/Axnxnxr flnririnhiiildina nro/nr/nr nnn dtl.ncnx?naram=wGrEVXOwtD... 11 /13/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: See evaluation report for limits of use, Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINAL Ddf Created by Independent Third Party: Yes 15067.6 MSA UL 15# ASTM D 226 Type I Saturated Organic Felt Limits of Use I Installation InstructionsApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL15067 R3 II MSA14002_2 2014 FBC Evaluation 1 Underlayments- FINAL odf Verified By: PRI Construction Materials Technologic! Created by Independent Third Party: NoIEvaluationReports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINAL.Ddf Created by Independent Third Party: Yes 15067.7 MSA UL 30# ASTM D 226 Type II Saturated Organic Felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL15067 R3 II MSA14002,2 2014 FBC Evaluation_; Underlayments- FINAL odf Verified By: PRI Construction Materials Technologie: Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINAL Ddf Created by Independent Third Party: Yes 15067.8 MSA Z30 ASTM D4869 Type II Saturated Organic Felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes IimpactResistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL1.5067 R3 II MSA14002,2 2014 FBC Evaluation Underlayments- FINAL odf Verified By: PRI Construction Materials Technologie: Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlayments- FINAL.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 22399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refun Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.13E Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public ri not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To do are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: htfne•/AznznzT i FnrMQ1iitllri;,ia nrrr/nr/nr ann r1f] onvrinnrnm=t,.(I~TVll t Tl 1 1 /t 7 /11A1 c TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Ft 33647 813) 48G-3421 2014 FLORIDA BUILDING CODE Manufacturer: MiD-STATES ASPHALT AND CANT STRIP, INC. Issued August 27, 2015 1637 51 s Street Tuscaloosa, AL 35401 800) 489-2391 http:Ilwww. m idstatesasphalt.corn Manufacturing Plants: Tuscaloosa; AL Quality Assurance:: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undetlayments Code Sections: 1507.2.3, 1507.2.8, 1507.2.9.2, 1.507.3.3, 1507,4.5; 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507:6.3, 1507,&3,2, 1307.6.5, 1507.7,3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, T1507.8, 150T9.3, 1507.9.3.2, 1507.9.5 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) BWR-502-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) BWR-503-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) 13WR-504-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) BWR-509-02-01 ASTM D 2626 2004 PRI Construction Materials Technologies (TST6049) BWR-539-02-01 ASTM D 3909 1997b (2004)E' PRI Construction Materials Technologies (TST6049) MSA-009-02-01 ASTM D 6757 2007 PRODUCT DESCRIPTION AND APPLICATION RASA MSR MSA MSR is an ASTM D 3909 asphalt roll roofing product surfaced with mineral granules for use as a valley liner in asphalt shingle roof systems. MSA ASTM D 226 15# MSA ASTM D-226 #15 is an ASTM D 226, Type 1 asphalt saturated organic felt undedayment. MSA UL 15# MSA UL #15 is an ASTM D 226, Type I asphalt saturated organic felt underlayment, MSA ASTM D 226 30# MSA ASTM D-226 #i30 is an ASTM D 226, Type 11 asphalt Saturated organic felt underlayment. MSA UL 30# MSA UL #30 is an ASTM D 226, Type 11 asphalt saturated organic felt underlayment MSA Z-30 MSA Z-30 is an ASTM D 4869, Type II asphalt saturated organic felt undedayment Arrow 43# Organic Arrow 43# Organic Base Sheet is an ASTM D 2626 asphalt saturated and coated, Base Sheet non:.perforated, organic felt underlayment used in loW- slop applications, MSA The Grid MSA The Grid is an ASTM D 6757 saturated felt underlayment with woven glass fiber reinforcement. MSg14002.2 FL15067-53 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Mule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKMID-STATES ASPHALT AND CANT STRIA, INC. Underlayments TECHNICAL SERVICES, LLC Deck Type: The roof deck shall be constructed of closely fitted sheathing for new or existing construction. The deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than '/8" gap at abutting joints. Min. slope: In accordance with the applicable FBC section. Attachment method: In accordance with the requirements of applicable FBC sections and the current published manufacturing instructions. Allowable Roof Coverings: Metal Rood Mineral- Woad Clay and Asphalt Panels and Surfaced Shingles Slate Concrete Shingles Shingles Roll Roofing and Shakes Shingle Tile MSA MSR Y' N Y N N N MSA ASTIVI D Y Y Y Y Y N22615# MSA UL t 5# Y Y Y Y Y N MSA ASTM D Y Y Y Y Y Y22630# RASA UL 30# Y Y Y Y Y Y MSA Z-30 Y Y Y Y Y N Arrow 43# Organic Base N N N N N Y Sheet RASA The Grid Y Y Y N Y N Notes: 1) Open valley applications per 1507.2.9.2 LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Ah underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the. deck. End laps. shall be staggered between courses in accordance with the manufacturer's application instructions. 7) Underlayments may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlaymert. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3, MSA14062.2 FL15067-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is. valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. rt' CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT MID -STATES ASPHALT AND CANT STRIP, INC. Underlayments The products evaluated by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. 0Yii rP jiff s s r No 74021 STATE OF :• a'o CERTIFICATION OF INDEPENDENCE fnf 20 5.08.27 a..... M4by 13tl-#Y R. F—( — 0 ' 0 0' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have. nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation_ Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor writ acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT MSA14002.2 FL15067-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Iry ,' =-, J R905.2.7 Underlayment application. Underlayment shall be installed using one of the following methods: 1. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), and less than four units vertical in 12 units horizontal (33-percent slope). Underlayment shall comply with ASTM D 226, Type I or Type 11 or ASTM D 4869, Type II or Type IV or ASTM D 6757 and shall be two layers applied in the following manner. Apply a 19-inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch-wide 914 mm) sheets of underlayment, overlapping successive sheets 19 inches (483 mm), and fastened with a 1-inch (25 mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable deck with one row in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c., and one row at the overlaps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be fastened in accordance with this section and the manufacturer's recommendations. 2. For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater. Underlayment shall comply with ASTM D 226, Type II or ASTM D 4869, Type IV or ASTM D 6757 and shall be one layer applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened with 1-inch (25 mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable deck with two staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c., and one row at the overlaps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be fastened in accordance with this section and the manufacturer's recommendations End laps shall be offset by 6 feet (1829 mm). 3. As an alternative, the entire roof deck shall be covered with an approved self -adhering polymer modified bitumen sheet meeting ASTM D 1970 or an approved self -adhering synthetic underlayment installed in accordance with the manufacturer's installation instructions. Florida Building Code Online Page 1 of 2 t fx''' a",i at`. ; t; sg3+ga ,,„, s•^:t bs a s_ u. f` . BCIS Home Log In User Registration Hot Tonics Submit Surcharge Stats & Facts Publications FBC Staff .` BCIS Site Map Links Product Approval USER: Public User Product._Approvai f?2nt a u > Frgcucr A_ppiication_Sar_r._h > AlicazionLis t: > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MILLENNIUM METALS INC. 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877)358-7663 tmccogan@aol.com James Buckner jimmy@cbuckinc. net Tonya Steele 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer V Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK, Inc. 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 FL7.6568 R1 COi CertOfindeo. 1709.2 https :// www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvq... 2/ 16/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnrinrtc Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL # Model, Number or Name Description 16568.1 "MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attach Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use i Installation Instructions Approved for use in HVHZ: No FL1;65G8R_,_11 01,.._hi_13_2__nFfiiida yent_ASTI_E;3Q_. Approved for use outside HVHZ: Yes 5* del EVALPEPORT._pdf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 Created by Independent Third Party: Yes Other: Refer to evaluation repot for conditions and limitations I Evaluation Reports of use. Refer to manufacturer's installation instructions as a File 568, R1_F E_.O1_MMI_2 supplemental guide. OffRid_geV2nt.ASThIE'13( Steel EVALFEPORT Ddf - Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent I Steel or Aluminum Off Ridge vent with Detachable Baffle shingle roofs mechanically attached to Plywood Deck. 4% 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 02 MM 2B OffRidoeyent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT,pdf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A I Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations 1 Evaluation Reports of use. Refer to manufacturer's installation instructions as a FLi6568 R1 AE 02 MMI-20, OffRidgeVent-TAS supplemental guide. 1100 EVALREPORT.pdf Created by Independent Third Party: Yes Eack Reif 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 Ste 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 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. *1 Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To deterrr are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: aij go KH am rxw x rfiz i6YfiF https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDovn___ ?/i 6/?n17 Speclalty Structural Englne3*=rinq CBUCK, Inc. Certificate cf Authorization #8064 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 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., SECB 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 N'.cwe [iecMank. Styi f[rt Ete!baiu[ Suifn+Jl:di s No 311242 STATE OF r l/ONM-"- v\,- 1 i.,:isa,tr:tcf br: sar<rs i. 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 O<. Engineering Report No.: 15-104-MM2-St0RV-ER_14 Page 2 of 7 Sppclalt-Lj Structural Engineaerinq CBUCK, Inc. Certificate of Authorization #8054 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: a 15/32 (min.) or greater plywood, 0 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. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 er Page Report No 3 of 7 1S-104-MM2 StORV-ER_14 SpecldltW Structural Englnemering CBUCK, Inc. Certificate of Authorization #8064 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. G 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 o 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'. o Option for application 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. o Design of support system is outside the scope of this report. o 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 #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 4 of 7 Specic lty Structural Englne:4_=rinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: a ASTM A792 coated, or o ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : 410 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 5 of 7 SpPCicj1W Structural Englnek=rinq CBUCK, Inc. Certificate of Authorization #8054 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.) a 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. c 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, ReportDate: 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 # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14jCKEngineeringPage6of7 SpeNclali'y Structural Snginemering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 112 in. Profile Drawings r-1IT' 1 /8"1 18-1 /4" I 3" 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. V1bod Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) F R FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ESUCK Engineering Page Report 15-104- 7 MM2-StORV-ER_14 7 of Speclaltlj Structural Englnek-ring CBUCK, Inc. Certificate of Authorization #8064 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 I Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 11 Gauge Ring Shank Roofing Nail OR A #10 min. Wood Screws N" 7i2, Typical Ridge Vent Assembly Isometric View (Not To Scale) t. 1/16/2017 Florida Building Code Online r $ P > tse+. ra+ •e-+t T ` Y 4 l 3, ",. yp7 y. •i1 '" -.' y' 1 a .- `.1 L.4s .. t >tjx 'fF S^`k '" -) s i •^WF -"rs ? 1,05' CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications FBC Staff BCIS Site Map Links r Search' 30M Product Approval USER: Public User Product Approval Menu > Product or Application Search > Appligtior List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL18355-R2 Revision 2014 Approved TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shingles 0 Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Sections from the Code https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK%2fwzvJ5jeSATGIJHAHmKgOw%3d%3d 1/2 1/16/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Summer of Products l-...._........_...._........._._............._....._._....._..._..._i......._...._.._..__......_....._._.. - __.... .._._....- ..._.......__. 1 FL # i Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles I L___...._.._._........... _-....... _._._..._....... _... _............ i....___.---.__- Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL18355 R2 II TBP15001 2 FBC 2014 Product Evaluation Report Shingles.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation Report Shinoles.pdf Created by Independent Third Party: Yes 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 dick here . Product Approval Accepts: Et E Credit Card Safe https://www.fl on dabuildi ng.orglprlpr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW 83M PT3uofK%2fwzvJ5jeSATGIJ HAH m KgOw%3d%3d 2/2 d Florida wilding Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Method 1 Option D 12/16/2015 12/18/2015 12/19/2015 02/10/2016 FL # Model, Dumber or Name Description 18355.1 Glass. air,'—,. GY9B8= d1; ASTM D 3462 asp Bit shingles and hi and ridge shin less Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVKZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions fL18355 R2 II-TBP15001 2 FBC 2014 Product Evaluation Report Shin es. df Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL18355 R2 AE T8PI5001 2 FBC 2014 Product Evaluation a In le . f Created by Inde endent Third Party: Yes Bsdc Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl 32399 phont; a5 7-t a eae The State of Florida is an AVEEO employer, Coovrioht 2007-2013 State of Florida.:: Prhfacy Sbtemerft :: AI iDility Stat•m•M :; Refund ctx.m•m Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do notsendelectronicmailtothisentity. Instead, contact the office try phone or by traditional mall. N you have any questions, please con Ct $50.487.1395. ePursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Departmentwithanemailaddressiftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are publicrecord. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the publicTodetermineItyouarealicenseeunderChapter455, F.S., Please dick here . Product Approve( Accepts: . httDs://floridabuildinL-.org/nr/nr ann titl CR Cenfflrcttf AutioizaWn No. 2 524 A 17S20 Edirbuto DrEEr iarrtps; ft 3354"i TEciiNtcAL SERVfCE:S, LLC 813)48)-3421 r=vALUATION, REPORT FLOAMA idUiLOiNG CODE Sr" Et)MOM. (28.1jL) F6 tsu r TAhMKO BUILDING PRODUCTS Issued Decenftr 14, 2015 220 West 4`" Street Joplin, MO 64801 417)624-6544 Manufacturing Maw: Jopiin, Ni0 PhMpsburg, KS Fredfarlelc, MD Callas, TX Tuscaioow, AL faetatiityr Assuramm, UL LLC (OUA962fl SCOPE coftsmyc . Ra *Q ft9orY: Asphalt. Stir VMs Code Sectians: 1.507.2.5y 1567.2.i.1, 1523A&1 farm rHH Phyakai prcrpari es, Wind Resistance, Wind Driven Rain SkENCES yew PM consln"M MaterMs T (TSTS878) TAP 1 T f" CpAS fi Materials T88firro(oples aSM71) TAP-M-t 22 01 TAS )IlU 1995 PFU Consbuetion Materials Techno iTST5876) TAP:054.OUI TAS 140 1i1r95 PFU owlsbixam Materidis Uehnaidptes (rMIMM TAP414-M•01 TAS 100 Pal o3r>sfitlm*)" id orw TactpWlOgfes (TST4J§78) TAP-117-02-01 TAS 10 PFU Conetrucd m Matetiait Tedma%gim (1ST5878) TAP-13©-i62-04 TAS M T TAP=t3101 IS 11Q f!)5PPRRIIwTTAP-1654)2 01 TA310i! low PRI Cw16trUQtlori Vials T ) TAP-280-02-01 TAS 160 PRI CQnsLmotion iiAaU&I$. Uchnda ies ) TAP403-t 2-01 1'A5 1W Ptii Coni tr Materials TwAt"Ok g es (T5T5878) TAP-M-t#i Ql TAS 10 1295 PRI. Const iut6n Materials Techroo g 0as (T5T5t378) TAP.M. 4-0s2-01 Ray 2 TAS 11w 1946 PRI Const ucWn Materials Ta*ndogift (TST5td79) TAP-316-02M ASTM 06381 2RWZ131el PFU Coaat uc Wtetiais Techfr*gWs.{TSTtt878) TAP-317-02-M TAS 100 1985 UL LLD (TST ZI 02 7 A64 d3161 20 Ut_ LLC (T5TlaE328) W4 24306 ASM Dam 2009 QL LLC (TSTVM) 05R1iC2MM ASTM D 6w1 200B(2018)e1 tJl. 2380. ASTM D1158 20M UL LLC (TlSTIMS) 06NK03898 ASTM D3i61 2009 ASTM D W82 200ULLLb (r5T m) OBCAS9132 ASTM 0 3161 200 UL LLC tmT19d* OWMM96 ASTM- D 3161 1p08 AS*M b 3i%2 UL LLC (TST>1628) 10CAS0498 ASTM D M2 2009 UL LLr• (TSTS628) IWAS4882 ASTM D SIM 2009 uL LLC (iST m) 11NK1d014 ASTM D 3181 2.M9 ASTM D 3462 2009 Ui. LLC (TST96M) 12CA2051 ASTM. p 3'161 2MQ UL LLC (TSTB62$) 4786110543 ASTM DWI 209(2013)s1 UL U C (rST9m) 4787043752 ASTM D 3161 2w UL LLC (TST96A.) 4787148748 ASTM D 7%8 2008d AST-M D 3t61 2009 ASTIR D 302 2M9 T81715WI-2 FL18355-R2 Page 1 of 11 This evaluation report is prodded for State of Floridadproduct approval under We 61C20-3, ilia manukCiumer shall np4iiy CRI . Teri+ nicat Services, LLC of any product changes or quarrty assurance changes throughout the dmMon for % •us report is y ba. This evaluation report does nt tl express nor irnply warranty, installation, recommended use, or other product attributes that are not specifcafty addressed herein. CMREEKTAMKOBIJING PRODUCTS IZ49v TiCHNICAL SERVICES, LLC AspMItShingles PROWCTIJIMM"ON Elite Gbse-SeeM 2.I /4" x 86" ASTM D 3161, Class F and WM D li%, Class fiFinederick, Jqpfin asphalt shingle with ftelass mat coated on both sides with asphalt and surfaced withTuscaloosa) ceramic granules complying with ASTM 0 3462 Glass -seal 0:*darfj* & Tusmicass) easps-seal POW 1") f4rhageo Malles, Fred'aft+ japon, Ow"burig Tubmwes) HerftapS Frewftm dgpji, Fmdad&, M!Mpsburg & TUB"10059) Hedtqp@ PrernIum Fr"erick) HQM&$0 VIMR906 : MlpsbiArv) ' Ned bae&Wbodvate Dalwo a preftlick) wafflavowdoclot" Ftsckirwk) Hip ithd R10p ShIn9W Freftrick & JqMn) 12-114"x 36", ASTM 0 3161, Class F and ASTM 0 7f5a, Gass H self -waling. 3-tabasphalt -shingle with fiberglass mat cOaW oA both sides with asphalt and surfaced with marnic granules complying whit ASTM 1) 3462, 12-I1t' x W, ASTM 0 7158, Class H selfVeaffng, 8-tab aphak shingle vwth fib".16" mat coated on both sides with asphalt and surfaced vAh COMMIc grawles complyingwithASTMD3462. Shin0as. shaft to used in.ft r_wn-HVHZ qq. 13-1/4. x 319-311i", ASTM 0 3161, class F and ASTM D 7158, Gass fiberglass roInforced, larnInated architectural 83P . haft shingle "rf#ced With tninwal granulescomplyingwithAS7MD3462. 13-114" x 3"/81, ASTM D 3161, Class F and ASTM D .7158, Chm N fiberglass reinfi rced. laminathd atddbu*jral g0haft shingle surfaced wM MkwW gramdesnPhAngwithASTMD3462. 12" j( 36, ASTM D 3161. Class F and ASTM D 7-158, Chas H fte4ass Mk*Med, lambMted arefiftctmt asphalt shingle4surfaced with ft*ml gWiftS C AHM03462. OTM44% with 174/ TX 41r, ASTM D 3101, MOST and ASTM D 7150, Qaft Jj fA*j&= Mh&rcad, laminatedamhiteckuwasomitgMnuks0oMpWM.WM ASTM034OZX W30. ASTM D 3161, 1 lass F and ASTM 0 7 rekdorwo. lafthated arOiftecturW sqolalt storl* - 1$ 0' Cla" H Mkoed WNW nikww as COMPIYUVWithASTMD3462. granift 12' X 3.6-W, ASTM 0 3161. Class F fberglass reWomed, WMkwW asphaftshinglesurfacedwfthalmh4eawral NnefBI grsnWOS COFIVYM WM ASTM t).34624 Shki&s shallbeusedkiftnmWVHZQ*. 12- 114* x 12'. AS D 31M, Class F.VaNDIMTSinkned, hip and granules Co ridge Mattd"esurfacedwithmineralwithASTM1) 3402- VIntW8 HIP Vitt RV90 Ir x 1.2, AG-W () 3161, (3aft' F fiberglass reintemed, hip .and fidae gq%A shingle PhIfflosturg) surfaced vft mineral granules ton %o ASTM D 3402. - Page 2of 11 ThisevaluationreportisPmvJdOdforStateOfFloridaproductapproval .under Rule di Manufaclurer sWi N TechnicalSemices, LLC of any product cMnges or quality amurence changes. v ate—wthro4hoLd the dtraW lor Mich Ws mpw is vain. ThisawtuationreportdriesWexpressnorlrnpJyvMrIWnIY, insiallation. rworrvnended use, crater ' Spedftally addressed herein. PMd= aldbWes that are hot CREEK MCHMCAL SERVICIES, LLC INSTALLATM Bug Gkes4safa Beale Wind Speed W"ky Frederic*, Joplin A Basic Wind Speed (Vrd). Tuscaloosa) Deck (HVHZ)-. Fred6itk Justin (Non-. HVHZ) & Tuscaloosa) Deck (Non-W-Hz): Un&qlayment- min. slope; Installation (HVHZ)-. Installation (Non-HVHZ): TAMW BVWNr ,. PRDDUCTS AsPlaftShIngles MaX, 194 mph Max. 150 mph In accordance with FEE fequhwnerb; Solidly sheatted m4n. 19)32 in.. pVw6ad or wood plank fGr Osw construction; tAn. 15132 in, P40*00d eidsting emnstructlon. In accordance with FBC requivenwnts; Solidly sheathed rath- 16/3 1 2 In. PWmd Of Wood plank for now construction; Min. 7/16 K 0813 e"no consbudJon. In accordance with FBC reqWremerft. 212 and in accordance ** FBC "quimmenfs. Refer to the manufacturer's app(Icalbn instructions when Installing shingles at Slopes ~ "n 21 AZ . I Installeq WHA s-1/a hah eVasm. in 40=4ance with RAS 114 and manufacturer's pApOW installation instructions, 8MR91es shall be attached Oft -6 Nall Pattern- detabed bekw Installed with 5-1Awnch exposure in acoofdanob- faith FBC requirements and. marmuftrees puWbhed installation instructions. Shingles shall be attached using either -4 WI Pattern' or `6 NOR Pattem'debilod below, 19 Figum 1. Enw awos,%al a %wo4wo 4 Nall Pom Wan4Ma Ow 4V Mn" Figure 2. Mite GWs4ea[ & 6 matt, Paftem. UPI50OI. 2 FL18356-R2 Page 3 of 11 This evaluation report Is provided for State of Fi;jijsi piodud approval under Rule 01 G204. The mmumcuw dWl rAW TechnicalServices, LLC of any product d,*8 ' nges or qualityassuranceauranoe changes tbra-Vhots the duration tar which report is VaUd. This evaluation report doed not e.Vressnor imply warranty., installation, moomm. ended use, Or Ogler Product attributes that are riot spectficalty.addressed herein, CREEK TECHNICAL SfERVICES, LLC Haritageo Basic Wind Speed Va,), Dallas. Frader)ck, Joplin, Basic WTV Speed (Vasa): phoupsburg & Tuscaloosa:) Do& (HVHZ), HedtapS Promfum Daflw, Frederick Phillipsburg 9 Tuscaloosa) Dock (Non-HVHZ), Hisiftagef) Weaftats Dallas Frederick) Vndeftyrnehl: Mln. slope: Installation (H.VKZ): Installation (Non-HVW): TAN,* 13UtUXNG PRODUCTS AspMft Shingles Max. 194 mph Max 1 F)O mph In accordance with F13C -requirements; Solidly sheaffied min. ISM In. plywood or wood plank for new construction, Min. 1fi132 in. plywood vftgng comiruc tion. in accordance with F13C- requireamnis, Solidly sheathed nun. 15M in. plyvvood ar wood plank for new construction; On. 7/16 in- OSB existing Construction, in accordance with FBC requirements. . 212 and in accordance wfth FOC reqUirements. Rater to the manufacturiWa applicsom instructions vAwn installing shingles at slopes greater than 211.2. Installed with 5-6M in. exposure In accordance with RAS 115 and manufactuter's puNishad hStallatiOn instm. coons. Shfrok,,s Stoll be attached using 6 Nill! Patten" detalW below. Installed Wb 5-01 in. exposuile in lk'GOWIance wft FBC mquirernervIs and marmfiectumr*s pubfi*ad installation instnictions. "Shingles shag be attached uskV O*W &4 Nall Pattern' or *6 NAB Pattern' detailed NNL ZONE E RE 6-W 12-1/2u Figure 3. HerftageA Heritage@ Prenalum and Heriftwo w0aftaft (Dafto 4 Msfl Patiern (non-HVHZ only) FASTENERS I4RL*-74re-*- 7. EVMURE 64- 74re-*- 7-1ff%q —I' Figure 4. HvIltagag & Herittgoo Premium 6 man FROM TOP15001. 2 FL18355-R2 Page 4 of 11 this evaluation; report is provided for State of Florida product approval under lire mmurecturershall notify OZIEM Technical Se m-ices, LC of anyproduct changes br quality assurance changes throughout the dumfim for which this rqxxt is vaw. This evaluation report do" not express not imply warranty, installation, recornmend6d use, Or other product attributes that are. not addressedherein. CREEK TIMMMAL 96RViCeS., LLB Ram S.. Ifelftase Wooduaft 6 Raff Peftem TAMKO OUILDING PRODUCTS Aeptmk thh9hs MIF Figure T. Hedtageo%(ruscafaciev) Expanded Nall Zone ff'elf POft'Orm-s frGm Rgurse 3, 4. ETcr 6 may be plamd in, the no -it mne as dwcr&ed above TONS001.2 F08356-R2 Page sot 11 T* evaluation report is provided for Stste of F4orida product approval under Rule 61 fwm* Technical Services, U-C Of anY Product changes or cipality muranoe changes throWtum the dumfiDn for mhIch this mpon is valid. This evaluation fsport does not express "M ifTVY wZmonty, installation, recommended use, or other prodwA adbAm that are riotsliedfically'addrested herein. CREEK HeriftV90 Prernfurn Basic Wind Speed (Vh): Frederick) 139sic Wind Speed (V)-, Dot* (HVHZ)- Deck (Non-HVHZ)- Underfayment I'Ah. slope, InstafMon (HVH7-)- Ifistaflaflon {Plop-t4VHZ). TAWO BLAMING PRODUCTS AsPhA Shingles Max. 1:94 mph Max. 150 mph In accordance with F13C requitemnts; Solidly sheathed min. tQ/31 in. PkIwOod or wood pbnk for new construction,; Min. 15f32 in. PhvmW existing constaxtion. In wmalaince with FIBC req0virrients; Solk:lty sheathed min. 16M in. plywood or wood plank for new consftmbon; Min. 7/16 in. CO Se ejdstlng.c0rSMjCftn. In a=rdanoo with FBC requirements, 2:12 and in accordance wK FBC requieTnents. Refer to the manuf9cM. rers application Inowcfiohs when hswhg shingles at slopes greater than 21:12, , lmta[W with 5 in, exposure In accordance with RAs m and manufacturees putifted inotallation Instno- ions. gftlet shaft bd 'attached Whg 16 NwI Paftm* detailed below. Installed with 6 in. eVOS" in accordance with FBC requirements and man uAghmer's published h) . 8 . tagation tristructiorts. Shingles shall be attached use eithet -4 Nap PatteW or '6 Nag Pattern" detailed below. Figure & HerftageO Premium (Frederick) 4 Nall Peftm (non.HVHZ only) I Figurt 9. HerftgL* Premlia ' m (Frederick) I NO pattem NAIL ZOWJ . bommm sm so TRN50012 FL18355-R2 Pegg 8 Of 11 This evaluation repart is provided for State of FkMa product approval under IRLft ej The mnufacwtwshall -Iii CREEK Technics! Services, LLC of any product changes or quality 2ssmrm changes throughout the dumfim fOr vAlch this 1VPWt Is valid. This evaluation report does W express not imply varranty, installation, reoommended use, or oftr product amwtes that are not specifkagly addressed herein. CREEK TECHNICAL SERVICES, ILLC HodtagoO Woodgaft Basic Wind Speed (V.Q: Frederick) Basic Wind Speed (V4md). Deck (Non-HVHZj IL Ll Undedayment: Mm slope: Installation (Hon-HVHZ): TAMW BUILDING PRODUCTS A Owft sfiftTles Max, 194 mph Max. 150 mph In accordance wft.h FOC requirements; Solidly sheallied min, 16132 in. plywood or wood plank for new construction; fAn. 7/16 in. OW eadsiin@ consbuctlom In accordance vft FBC requirements. 2-12 and in accordance with F13C requirements. Refer to the manufacturer's application insta"Ons wizen hStalling shingles at slopes greater than 21:12- Installed with 5 in, e)pmuho in aw=lan(* with FBC Mquit"Ients 8nd. m8nulbdurer's Published instoblion instructions. Shingles shad be attached using either Wi Pattern' or *6 Net Oattierndoalled below, ROM 110. Hwftga Wboftaft (Fre&Ack) 4 NPJ1 Pattern (non ~.'or%M FiquM 11. HeritageS Woodeab (Fnideflck) 6 MaP Pattern 1=1 TBPI5001,2 FI-18355-R2. Pace 7 of 11 Ttils eyaltration Mort Is provided for Slate of Florida product approval under Rule 0 M-S. The mwnd fw dW notify CREEK Techniwf Services, LLC of any product changes or qp4lify assuranoe changes throughout the duration for which this report is vend. This evaluation report does not express nor imply warranty, installation, remumended uso, or cOmr produ* attributes that are not specifically addressed herein. TB.Pi I `ate K TEC-mmcAL SERVICES, LLC h-edtar'se Vintagoo Basic Wind Speed (V.tj)- Phillipsburg) Basic Wind Speed (V.,d). Dock (HVHZ): D96 (Non-HVHZ)- Underlayment: min. $j0pe" Installation (HVHZ): Installation. (Non-HVHZ.). TAMP* BtALDING PRODUCTS Asphaft Shingles Max. 194 mph Max, ism mph In accordance with FBC mquirements, Solidly sheafted min. 1"2 in. Plywood or wood plank for new construction, Min. 15132 in. plywood e)dsting construction. In accordance W& FBC reqwremnts; Solidly sheathed Min. %W.1n. p4ft000 or wood plank for new constniction; Min. 7/16 kv. Oss'ejdaft conch ion. In accordance with FW reqWmments, 212 and in accordance VA Fac ' reqUltOments. Refer to the manufacturer*s 9*1catkn instnictlons when installingribinglesatslopesgreaterthan21:12, Installed with 6 In. exposure in goWd&,= With RAS I lb and Manufacturer's publW*d installalk)n jinstructbn.s. swales suit bi6 aftAched WA- '"6 N911 PS' below, Ourn" oiled Ing0led Wth 6 in. eVOWIB in acomd.dqoe With FBC requitements and manufkWmrls Pubfidw lnstalla6on instructions. SWrigi.es stiall be attached rising either *6 NallPattern" or *6 NaV Paftm4 dela" 1W Wow. Rpm 1.2. Hwkegag Vhogge 5 Ptah P9ftem (non-HVHZ only) Figure I& Nwitageo jFjnft&0 is 1" Paftem FL a-9.1 This evaluation report is -provided for Sla* of 6jis produclappraval under Rule eIG20-3. 11urnanubmwreghgTechrfirmlServices;L-C of anotify (3 C nyprodut ,mrXjes or 4,afity assurance chamw ftmQh" the duratim for Mich this report is valid. Thitqvaiu0onreportdoesnotexpressnorimplyWarta* irwW10tiora, remnmended use, or oftr prodM aftftttes that are not spedficeilyaddressedherein. CREEK TECHNiCAL SERVMES, LLC Hip i Ridge Basic Wind Speed (Vh): Frederick & Joplin) Basic Wind Speed (V2sd): Deck (HVHZ)-, rnl Deck (Non-HVHZ): Underfaymont- Min. dlopw. Installation: 5-1&" exposure Figure I Figure 2 TAMKO BuiwiNQ pRoDurTE Asphdt Shingles Max. 194 mph Max. i!ib mph In accordance vAth FBC reWirernents; Solidly sheathed min. 19132 in. plywbiod or wood plat* w new construction; Min. IW2 in. plyymod OAS" construction. In accordance with r8G requirements: Sollidly sheathed min. IV32 in. Oirvvond or Vidw plank for new construction; Min. 7/16 In. OSB eldsting construction. In accordance with FBC re4viremertts. 212 and In accordance with Me n3qVkVMents, Installed with 5-1/8 inch GADOSM In aocordance Wth the FBC and manufacturer's published InstaWon instructions. The direction of the e;qmed end shall be away bwn the Prevailing vAnd. Figure UL Hip A Ridge (Fredeii*, 9, Joplin) TBP16001.2 FL18356-R2 Page 9 Of 11 This evaluation rep ort is provided for State of Fiorida product approval under Rule 61 G20-3. The marAdacturer Shall nowy CREW TechnWl Services, LLC Of any product changes or quailly assurance changes throughout the dumfiGn for Mich this MPW Is valid, This evaluation report dew nbt express tl(X Imply warranty, installation, recommended use, or Oftr produa attributes that are not spec tfically addrossed herein. CREEK TECHWCZAL SERVICES, LLC krintagge "IF t pjdg.e Basic Wind Speed (V,,O: Phillipsburg,) Basic Wind Speed (Vwd): Deck (HVHZ): Deck ((ion-H.VHZ). Underlayrnent: Min- slope: installation: TA*AKO Bu"ING pRODUrTs AsphallthiftgJas Max, 194 mph Max, 15D mph In accordance with FOCraqufremerft; Solidly sheathed min. 10/32 in. pVwood of VMW piar.4j,, for new constudw-, Min. 15W in, plyvgod exist)ng construction. In accordance wilh FBC requirements; Solidly shead*d min. 15/32 in. plywwd or mood plank for new corlshuction; Hn. VIS h- OSB existing construdim In ac=dance with FBG reQuireffleift, 2--12 and. in accordance with FBC reqok;arWnts,' Installed with 5 inch exposure in ac=4ance vft the Fj3C and manufacturees published instmuMon Instructions. The direction of the exposed end shall be Oway from the prevailing wind. of ;of Provatting vAnd M Rgure I Figure 2 ftum IS. VInftgeO Hip & Ridge (Phiftsburg) PL1.8355-R2 4 t7iT-qF1T;1 10 of 1.1 This evaluation report is provided fbr Stale of Florida product approval under We 61 G203- Tice rnanufactum " "OWy OjEWTechnir.al Services, LLO of any product chances or quality assurarwe dwV" throughout the duration far which this mpal is VOW. This evaluation report does no express nor Imply vMtrignty, hslallabor rew m-.nwxJed use, or Other produm aftbUtft that are trot specifically AWregsed herein. CREEK TtCMNlCM- SERVICES, LLC LWfTA71ONS TAMKO BUILDING PROMCTS Aq*aft Shingles I ) Fire Classification Is not within the scope of this evaluation. 2) The roof dark and the rod dock attachment shall be designed by others to meet ft minimum do -sign loads established for componentsand c4adding and in accoMence with FEIC requirements, 3) The mean toof beight shall be restricted to a maximum 33 fit in the HVHZ. 4) Gf4esification to AM P 7158 applies to exposure B & C with a building mean roof height of 33-ft or less, 5) D" substrates Shall be clean, dry, and free from any irregularities and debris. AM fasteners In the deckshallbecheckedforprotrusionandcorrectedpriortoundeflayvientapplication. 6) Silm9fas shag be installed starting at the eave in horizontal layers SMh that the taps shed water from thedeck, 7) Installation of the evaluated products shall comph, with this report, the FBC, and the manUfa. cturees published application instructions. Where discrepancies exist between these sources, the more restrictiveAndcodecompliantdetailshallprevail, 8) All pmductg listed In this ridpbrt shaft be manufactured under a quality assurewe program in cornpliance withRiuleISIG203. COMPLIANIC15 STATEMMT The products evaluated here* by Zachary R. Priest P.E.have demonstrated compliance vAth the . Fioride BuildingCc & e Editiari (2014) as evinced in the referenced documents submitted by the narried rilinufaclurer. 4, ff, No 74 1 STATE Of' 0.. 'k . -* 4eiz 1J.r• 13:4-4-:19 051001 zachm R- Priest, P.E, Florlda Reghftoon. No. 74o2l Organization No. ANE9641 OF LNDEPVMEMCE CREEK ThdMicill Services; U-C does not have, not will it ACCPAM a financial irrieresim any cwqwv productsunderlidsevaluation.Manukchiring or distributing CREEK Tedmicol Services, LLC Is W owned, operated, or controlled by any company manufactwing or diStril3utifig products underthisevaluation, Zacha R . - Priest. P.E. does not have, nor wol acquire, a financial Interest In any compatry nm*adUnng or distrilwting productstffu= evaluation. Zachary R- Priest, P.E. does not have, nor will acquire, a financial interest in any other arft lnv*,*d in the SMo,,W process of the produd- END OF REPORT TEIPISD01.2 FL18356-R2 if of 11 This evalimban report is Provided for State of Florida product approval under Role 64G34 The nsrufactum snail CREEK Technical Services, LI-C of any product changes or quality assurance changes throughout the duration for Mich this rqMt is valid. This evaluation reparl does W express rwr imply warranty, Installation, recom use, or other product agribulas Vul ar specifically addnMed herein, mended e not REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, "`' 2017 Seminole County, Winter Springs Date: l Project Name: Project Address: /So 3 /1-7C' IC GLv%ll kef_ Building Permit #: / 7--/ -- 7 7 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. 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. 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 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. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # Print Nam of El. Contractor Signature qKl. Contractor A` Le 1,30 El. Contractor License # Progress Energy Florida Power and Light on