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HomeMy WebLinkAbout700 Mellonville Ave 17-3271; ADDITIONCITY OF SANFORD J, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 wcumented Construction Value: $ 3 Job Address: "J00 -C>, RA 1 0 lJ F-L_ Historic District: Yes E—]NoE] Parcel ID: C)c)C'C_) — C;"C" Residential El Commercial n Type of Work: New[] Addition Alteration R Repair D DemoEl Change of UseEl MoveEl Description of Work: a -A f6 6 EE t ri\ _YNA A.4iAsLj44ckPlanReview Contact Person: K,!2 I Phone: 146- Y_' c) Fax: C" Nil Title: f C' ( Email: L Property Owner Information Name , c JS 3C Phone: Street: M( J it cy\ Resident of property? City,, State Zip:. ISC, r, r Contractor Information Name Oe V( C,ar\ STc t, c L_ (_ (_ Phone: Street: 0- o ij (Lc, o c City, State Zip: qState License No.:C,,CM(_, Qc'hl Arch itect/Engineer Information Name: d v M a I TO, K C KQ M 1) P_ Street: (j,,A) City, St, Zip: L) cKq-, L TMi Bonding Company: Address: Phone: tfoA -910— Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Pernut 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 [CC 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 ofOwner/Agent Print Owner/Agent's Name 4-/ 11171,2c,17 Daof Contractor/Agent Daul Signature ot'Notary-State of lorida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signatur Noftry Public Uft of Fkxda Daft* Durram* My Camffosskm FF 1 $0333 p gyp' E"0"0Wi2/20`l$ Contractor/ Agent is _ Personally Known to Me or Produced ID ,>_ Type of ID F/- 1),(-'vtr BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical 19 Mechanical DT Plumbing' §K( Gas F] Roof IR Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n NoF] # of Heads _ APPROVALS: ZONING: )m&JtWil UTILITIES: v 1 ENGINEERING: 11-1-'eLtIRE: OlK-, 0 M 6 COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No [] WASTE WATER: BUILDING: ' 5(-- 1-1(6-18 Revised: June 30, 2015 Permit Application SEA41AIOLE COUNTY MUL T/-JUR ISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, winter Springs Date: C) , I o,o / 2-C, 1 !- I hereby name and appoint: t/ I - anagent of: COTA -5 T- t uy--\ L L-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): El All permits and applications submitted by this contractor. Or M" 11 LA The specific permit and application for work located at: 7c() a(jL Street Address) Expiration Date for This Limited Power Hof/Attorney: o License Holder Name: State License Number: Signature of License Holder: STATE OF ::L F7 DA COUNTY OF bdf'44 The foregoing instrument was acknowledged before me this4l-e) day of 20 by V,,-1 who is 0 personally known to me or i ho has produced as identification d who did (did r1' an oath. elnoath. I./ Signature of Notary Notery Public State of Florida Desime Durrance My Commission FF 150333 s I Print or type Notary name Notary Public - State of r't'l)r" k-1 Commission No. S My Commission Expires: fro 4 111 1111111i 11111111111111111111111111111till THIS INSTIYM NTPREPARED BY: Name: f Address: D NOTICEOOMNCEMNT CURK' S v -IT1, 7C11128" I'0'! I 721j 5 I; J ff J' Injin State of Florida R, F, 0 1 1" r; !.`y County of Seminole Permit Number: Parcel iD Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTIONOF PROPERTY: ( Legal description of the property and street address if available) /7 T C-' '* , , -- GENERALDESCRIPTION OF IMP f' - c`%, , --- ., 11 r OWNER INFqRMATION: Name: 1A, Address: Fee Simple Title Holder (if other than owner) Address, CONTRACTOR: Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided Section 713.13(1)(b), Florida Statutes, b )rtName: c Address:__LLLB- 1 ti i 1- I In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(l)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date is I year from date of recording unless a different date is specified) WAS rO OWI,IQR., 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 best of my knowledge and belief. IT -amo Owner' ssignatweVTheowner must sign the notme ofCom"'Iencement and no one else maybe permitted to sign in Pais or her stead: ` State of 4(olvc— County of L"\ The foregoing Instrument was acknowledged before me this .ram?._._ day of 20 '1 by Who is personally known to me 0 Narno of person making statement OR who has produced identification P type of identification produced: JASON DOMINGUEZ NOTARY PUBLIC STATE OF FLORI 'y siqF dwc Comm# FF241973 Expires 6/ 18/201g Revision Response to Comment, Permit # Submittal Date. Project Address: 0 v",k V Contact: Ph: Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals Building & Fire Prevention Division PLAN REVIEW COMMENTS Application Number: 17-3271 Date: 11/16/17 Project Description: Addition / Alteration Contact Name: Kelvin Gipson Job Address: 700 S Mellonville Ave Contact Email: devaneconstructionlicmaii.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to F13C Chapter I are as amended by City of Sanford ordinance viewable on our website at www,sanfordfl.P-ov. Provide two OL ed Ian sheets and/or copiesoLaffeeL_p supplemental information as requested, Permit submittals will not be accepted without two 0es. COMMENTS: 1. Please submit Florida Product Approval and corresponding installation instruction for the following products: French Door Exterior Door Fixed Window Metal Roofing (required to be submitted for review, regardless if roofing contractor is pulling a sub -permit) Underlayment Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Qfftce meqLn X_s with the plans examiner to discuss comments will require an gppoinlment, arranged by phone or email grior to arrival Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Kevin Gipson Firm: Devane Construction LLC Address: 20 N. College Ave. Suite D City: Eatonville State: FL Zip Code: 32751 Phone: 407-443-9784 Fax: Email.- devaneconstructionfIcCa)gmail.com Property Address: 700 S. Mellonville Avenue Property Owner: Benjamin Frye Parcel identification Number: 30-19-31-518-0000-0070 Phone Number: 407-288-3805 Email: The reason for the flood plain determination is: El New structure FE-1 Existing Structure (pre-2007 FIRM adoption) FEW Expansion/Addition E] 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) V MW, sgmam00h, 'v.""" WISP\ so 11,11""I'll"I"'11111 'Y", 01" Eni",as 0 IM Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: 0 floodplain F-1floodway F-1 A portion of the parcel is in the: El floodplain El floodway FE-1 The parcel is not in the: FE-1floodplain E]floodway El The structure is in the: EJ floodplain F-1 floodway El The structure is not in the: 0 floodplain EJ 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# 17-3271 Reviewed by: Michael Cash, CFM Date: November 9, 2017 DEVANE CONSTRUCTION, LLC 20 North College Ave. Suite D Eatonville, Fl. 32751 407-443-9784 (direct) • 407-413-5703 (0) • devaneconstructionllc(a?,gmaii.com Contractual Agreement Date: October 17, 2017 Location: Benjamin Frye 700 Mellonville Ave. Sanford FL 32771 Re: Home addition including a bathroom and demo of an interior wall. Also replacing windows, doors and installing siding THIS PROPOSAL IS BASED ON THE FOLLOWING SCOPE OF SERVICES: The scope of service includes the following items: General Construction Services DURATION: The construction schedule will be provided after permitting is completed. SCOPE OF WORK ROOM ADDITION 1. Demo steps, exterior walls surface, demo brick veneer on dining room side, exterior wall where steps, roof system in the area of the existing family room, remove two windows upstairs room so new roof line can work. Patch holes inside. 2. Construct new bedroom foundation, wood floor system, and woods exterior walls frame roof system to match existing roof line. 3. Construct interior walls as shown on plans in the existing family room. Walls to be drywall finished. Install new closet doors, shelving, close one existing interior door opening. Install new exterior bedroom door, egress windows and bath room window. 4. Provide all plumbing hook up owner furnished fixtures. S. Provide brick veneer and plaster walls finish to match the existing. 6. Install all owner furnished flooring bath fixtures, cabinets, windows and doors. 7. Paint all interior walls and ceilings. 8. Provide both exterior walls and ceiling with insulation closed up with drywall finished. All wall trim is included. 9. Remove existing dining room wall and install new header beam, all areas to be drywall finished and painted. Patch opening in the floor where wall demo took place. 10. Remove two existing windows in dining room and close opening. Inside finish to match existing. 11. All labor and materials is to be provided INCLUSIONS All materials and labor needed to complete this project. With the exception of bathroom fixtures, windows, doors, flooring for the bedroom addition, all siding and material needed to install siding which will be provided by owner. Replacing windows and installing doors and siding 1. Set up scaffolding around house. 2. Install I X 4 furring strips at 16" o.c. on the exterior walls, with 1 X 6 furring at the corners and I X 4 Furring around windows also I X 4 furring at the top and bottom of exterior walls. 3. Remove any damaged exterior wall stucco 4. Remove the existing wood windows complete while being careful not to damage the interior walls. 5. Remove and close up four existing wood windows complete with the interior surface matching the existing. 6. Remove the existing rear entry door and install new owner supplied door system. 7. Remove the existing wood trim at the top of the existing exterior wall which will be saved and re -install when the siding is completed 8. Install hardi cement board siding complete as per manufacture instructions. 9. All corner trim, wood starter strips and caulking will be done according to manufacture instructions. 10. The owner will furnish all materials. 11. The new siding will start at the end of the brick veneer on the exterior walls. 12. When the existing windows are removed there has to be some new wood framing to accept the new windows and window sills replaced 13. All necessary drywall or plaster work will be provided on the interior so all surfaces match. 14. Upon removal of the exterior wood window the opening will be secured overnight in case work is not completed during the day. 15. Cut out wall in rear of house and install double doors which will require structural framing with header. 16. All debris will be discarded by way of dumpster COMMENTS & RECOMMENDATIONS All payments are to be made to Devane Construction LI,C. Any payments made to subcontractor or any other entity will not be considered part of this contract. 'Phis agreement can be change only if the Owner and Contractor agree in writing. TOTAL LUMP SUM FEE The total lump sum price for the room addition is Sixty-eight Thousand five hundred sixty-two dollars $38,562.00 PAYMENT SCHEDULE DEVANE CONSTRUCTION, LLC 20 North College Ave. Suite D Eatonville, Fl. 32751 407-443-9784 (direct) 9 407-413-5703 (0) * devaneconstructionlicoggmail.com Contractual Agreement Date: October 17, 2017 Location: Benjamin Frye 700 Mellonville Ave. Sanford FL 32771 Re: Home addition including a bathroom and demo of an interior wall. Also replacing windows, doors and installing siding THIS PROPOSAL IS BASED ON THE FOLLOWING SCOPE OF SERVICES: The scope of service includes the following items: 0 General Construction Services DURATION: The construction schedule will be provided after permitting is completed. SCOPE OF WORK IM10d/s11117H-Mel 1. Demo steps, exterior walls surface, demo brick veneer on dining room side, exterior wall where steps, roof system in the area of the existing family room, remove two windows upstairs room so new roof line can work. Patch holes inside. 2. Construct new bedroom foundation, wood floor system, and woods exterior walls frame roof system to match existing roof line. 3. Construct interior walls as shown on plans in the existing family room. Walls to be drywall finished. Install new closet doors, shelving, close one existing interior door opening. Install new exterior bedroom door, egress windows and bath room window. 4. Provide all plumbing hook up owner furnished fixtures. 5. Provide brick veneer and plaster walls finish to match the existing. 6. Install all owner furnished flooring bath fixtures, cabinets, windows and doors. 7. Paint all interior walls and ceilings. 8. Provide both exterior walls and ceiling with insulation closed up with drywall finished. All wall trim is included. 9. Remove existing dining room wall and install new header beam, all areas to be drywall finished and painted. Patch opening in the floor where wall demo took place. 10. Remove two existing windows in dining room and close opening. Inside finish to match existing. 11. All labor and materials is to be provided INCLUSIONS All materials and labor needed to complete this project. With the exception of bathroom fixtures, windows, doors, flooring for the bedroom addition, all siding and material needed to install siding which will be provided by owner. Replacing windows and installing doors and siding 1. Set up scaffolding around house. 2. Install 1 X 4 furring strips at 16" o.c. on the exterior walls, with 1 X 6 furring at the corners and 1 X 4 Furring around windows also I X 4 furring at the top and bottom of exterior walls. 3. Remove any damaged exterior wall stucco 4. Remove the existing wood windows complete while being careful not to damage the interior walls. 5. Remove and close up four existing wood windows complete with the interior surface matching the existing. 6. Remove the existing rear entry door and install new owner supplied door system. 7. Remove the existing wood trim at the top of the existing exterior wall which will be saved and re -install when the siding is completed 8. Install hardi cement board siding complete as per manufacture instructions. 9. All corner trim, wood starter strips and caulking will he done according to manufacture instructions. 10. The owner will furnish all materials. 11. The new siding will start at the end of the brick veneer on the exterior walls. 12. When the existing windows are removed there has to be some new wood framing to accept the new windows and window sills replaced 13. All necessary drywall or plaster work will be provided on the interior so all surfaces match. 14. Upon removal of the exterior wood window the opening will be secured overnight in case work is not completed during the day. 15. Cut out wall in rear of house and install double doors which will require structural framing with header. 16. All debris will be discarded by way of dumpster COMMENTS & RECOMMENDATIONS All payments are to be made to Devane Construction LLC. Any payments made to subcontractor or any other entity will not be considered part of this contract. This agreement can be change only if the Owner and Contractor agree in writing. TOTAL LUMP SUM FEE The total lump sum price for the room addition is Sixty-eight Thousand five hundred sixty-two dollars $38,562.00 PAYMENT SCHEDULE A payment of $2500.00 is due at signing of contract for permitting. A work and payment schedule will be provided and agreed upon by both the owner and Devane construction LLC before work begins. DISCLAIMER Evaluations, budgets, estimates of construction cost, detailed estimates, and any other service provided by Devane shall represent our best judgment as an estimator familiar with the construction industry. It is recognized that neither Owner nor Devane has control of the cost of labor, materials or equipment, contractor's method(s) of determining bid prices, competitive bidding market or negotiating conditions. Thank you again for allowing us the opportunity to work with you. Please contact me immediatelyforanyclarificationsoradditionalinformation. If you are in agreement with these terms and conditions of this proposal, and you wish Devane to proceed, please signify by having anauthorizedrepresentativesignbelow. We look forward to being an active member on your team. Fir cOwnerName: AV Owner Signature) (Date) Contractor Name: t Contractor 2 /-,- S Signature) (Date) Boundary Survey Legal Description: Lot 7 AND the North %2 of Lot 8, LONG'S ADDITION, according to the Plat thereof as recorded in Plat Book 3, Page 97, Public Records of Seminole County, Florida. Flood Zone: X Panel: 0070 F Community Number: 12117C Date: 9/28/2007 CERTIFIED TO: Benjamin J. Frye Evolve Bank and Trust C. Moody, P.A. Old Republic National Title Insurance Company 66' Platted Public Right -of -Way) E. 7t_h Street _ Asphalt Road) 2' Miami Curb FndRebar No Identification) 1 5' Concrete Sidewalk 1 O Wood d................... Deck r• rr:....i_::cr:.............:.r. iv Ln TWo Story ..............::.::.::.-:.:. g Wood TWO Story Frame R 4 a s s Wood Frame : 3 W" to GarageA/C3' Residence:-::::::::::. 3 ....... # 700. 10.01 A -4 - it 5 I A T m e 8 r Steps 4' a c. a a ti 16.0 .:...- Lot 6 S Concrete to N N N 0 , 2. 0' CV a 2. 4' IFnd. 1" Iron Pipe l a ( No Identification) S 89o52'50" W 116.96'(M) N 117. 00'(P) The Remaining Portion of Lot 8 Not Included in this Legal Description i < I IQ Ia i Not In Plat 14' Platted I Alleyway II I I I I Lot 10 I I I l I I I 22. 5' Lot 7 a a o co O 00 O a 2 s.7' V- L[ 1,-t\ Sidewalk .. LLI , 7.3' lC) y co N o 0 34. 5' Q m. d a z Lot 8 Field Date: 05-15-18 Date Date Completed: 05-19-15 Notes- is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, and/or Hiatus. Drawn By: SP File Number: IS-21618 Legend- C Calculated PC - Point or Curvature Overlaps Subject to any Easements and/or Restrictions of Record. C Centerline Pg.0 - Page Bearing Basis shown hereon, is Assumed and Based upon the Line BB". CB ConcreteBlockPI - Point of Intersection Denoted with a CM Concrete Monument P.O.B.- Point of Beginning Building Ties are NOT to be used to reconstruct Property Lines. is Conc. ConcreteP.O.L.- Point on Line Fence Ownership NOT determined. D DE DescriptionDrainage EasementPP - Power Pole PRM - Permanent Reference Roof Overhangs, Underground Utilities and/or Foolers have NOT g gEsml. Easement Monument been located UNLESS otherwise noted. F.E. M.A. - Federal Emergency Management PT - Point of Tangency Septic Tanks and/or Drainfield locations are approximate and MUST FFE Agency Finished FkorElevationR - Radius Rad. - Radial be verified by appropriate Utility Location Companies. Fnd. IF FoundR&C - Rebar & Cap Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the Users Sole Risk and Without Iron Pipetur(Arc) Rec. - Recovered Rid. - Roofed Liability to the Surveyor. Nothing Hereon shall be Construed to give M Mea ed Set -Set i^ Rebar & ANY Rights or Benefits to Anyone Other than those Certified. N&D Nail &Disk Rebar Cap "LB 7623" Flood Zone Determination Shown Heron is Given as a Courtesy, y, andN.R. Non -Radial Typ. - Typical is Subject to Final Approval by F.E.M.A. This Determination may be ORB Official Records Book UE - Utility Easement affected by Flood Factors and/or other information NEITHER known P PlatWM - Water Meter by NOR given to this Surveying Company at the time of this Endeavoi P.B. Plat Book A - Delta (Central Angle) Ireland & Associates Surveying Inc. and the signing surveyor assume 0- Wood Fence 0- - Chain Link Fence NO Liability for the Accuracy of this Determination. Fnd. %" Rebar No Identification) I Q) I a ) o q Q m Qi Ir Q I > d C C) m I V co00 I II I I I I I N I I I W E I S Graphic Scale 0' 15' 30' 60' Sraie: i"= 30' J I hereby Certify that this Scundnry Survey of the abo%r DeL-chi ed Propeny Is True and Correct to the Dsst cf my K.noraedge C:vi Beliel <s rer-ently Surveyed under my Direction on the bate Siruwn, Based on td'onmabrin fuin„shed to Me as Noted and Casfot ms tc. the Standards of Practice for Land Surveying in the State of Florida in acmrrrarce r th Chcv:er 5 1.11.052 Florida Administrative Codes, Pursuant to,,'pcllon •172,927 Florida Statutes. Patrick K. Irel t FOR r11 THE FIRM LB7623 This Survey is mtende All"Y fpr use of Said Certified Parties This Survey NOT VALID NL and Eni ossed with Surveyor's Seal Ireland & Associates Surveying, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying. com Office-407. 678.3366 Fax-407.320.8165 Boundary Survey Legal Description: Lot 7 AND the North %2 of Lot 8, LONGS ADDITION, according to the Plat thereof as recorded in Plat Book 3, Page 97, Public Records of Seminole County, Florida. Flood Zone: X Panel: 0070 F Community Number: 12117C Date: 9/28/2007 CERTIFIED TO: Benjamin J. Frye Evolve Bank and Trust C. Moody, P.A. Old Republic National Title Insurance Company I 66' Platted Public Right -of -Way) I E. 7t_h Street Asphalt Road) 2' Miami Curb PP .' • PP ....& An hor 1 ' P) Fnd. Y. Rebar I No Identification) Fnd. %" Rebar .. N 90°00'00" E 11 ' I B Cap (illegible) "BB" .I 5'Concrete Side walk ` I3 Concrete 0.3' 3' . OrivewaY 22.5 0 I 3' o Lot 7 a I Q) Ia -f90 Brick ...co O a Wood TWO Deck o c O > QStoryd ? v I Wood . 4.3' ss TWO Story ... w c ' s 7, . ^ Q of Frame Wood Frame. Z3 W Sidewalk UJ I N Qf Garage ac s1 Residence N 7.3' 3.3' :A/c # 700 . to o' M ., t Q > a fs o s' t1 ;.: Qfs7 0 0 1 w... .2345' v. T Steps 4' o.,.:::::o' .O .:: U 8. q Lot 6 v n Concrete to po m N NI (V n N c0 r? 2.0' I 2.4' Lot 8 I zo.s' Fnd. 1" Iron Pipe 0.2' Fnd. V? Rebar I ^ ( No Identification) S 89052'50" W 116.96'(M) (No Identification) I a IN 117.00'(P) N Im The Remaining Portion of Lot 8 N I Not Included in this Legal Description I I m I Not In Plat I II I 14' Platted I IAlleyway I N I I I I I I III W E Lot 10 I I S I I II Graphic Scale 0' 15, 30' 60' Scaie: I"=30' / Field Date: 05-15-18 Date Completed: 05-19-15 -Notes- I hereby certify [hat this econdery survey of the above Described Properly is Survey is Based upon the Legal Description Supplied by Client. True and Correct to the best ct my F:no:;ledgt: c:vi Belies es rerendy Surveyed Drawn By: SP Flle Number: IS-21618 >Abutting Properties Deeds have NOT been Researched for Gaps, under my Direction on the riate Si,own, Based on I',t'omalmn fulr,;shad to Me Overlaps and/or Hiatus. as Noted and Ccnfotms tc the Standards of Praalicc for Land Legend- > Surveying in the Stale of Florida in accordar.x with Chepler 5 I-1 7.052 Florida C - Calculated PC - Point of Curvature Subject to any Easements and/or Restrictions of Record. Administrative Codcs, Pursuant t " cliin 472 27 Florida Statutes. Centerline P - Page >Bearing Basis shown hereon, is Assumed and Based upon the Line g' g Denoted with a "BB". CK iRCB -Concrete Block pl -Point of Intersection a pav F! CM - Concrete Monument P.O.B.- Point of Beginning >Building Ties are NOT to be used to reconstruct Property Lines. 41-4 Conc. - Concrete P.O.L. - Point on Line >Fence Ownership is NOT determined. „ t FOR D - Description PP - Power Pole THE DE - Drainage Easement PRM - Permanent Reference >Roof Overhangs, Underground Utilities and/or Foolers have NOT '`"`E FIRM Esmt. - Easement Monument been located UNLESS otherwise noted. Patrick K. Irelan ^R; ^,oa,$iG • 637 LB 7623F.E.M.A. - Federal Mana gement n enc PT - Point of Tangency >Septic Tanks and/or Drainfield locations are approximate and MUST This Survey is inlende WL J;Pi use Of Said Certified Parties. 9 Agency R - Radius be verified by appropriate Utility Location Companies. This Surve NOT VALID UNL - and ErnSo55ed with Surve or' a Seal. FFE - Finished Flwr Elevation Red. - Radial >Use of This Survey for Purposes other than Intended, Without Survey d Fnd. - Found Rec - Rebar rCap Written Verification, Will be at the User's Sole Risk and Without Ireland & Associates Surveying, Inc. L - Iron Pipe Rec. - Recovered Liability to the Surveyor. Nothing Hereon shall be Construed to giveL - Length (Arc) Set - Roofed ANY Rights or Benefits to Anyone Other than those Certified. 1M - Measured set t Set %^ Rebar & >Flood Zone Determination Shown Heron is Given as a Courtesy, andN8D - Nail &Disk Rebar Cap "LB 7623" y. 1301 S. International Parkway Suite 2001N.R. - Non -Radial UE - Typical a Subject to Final Approval by r other i This Determination maybe Lake Mary, Florida 32746ORB -Official Records Book UE -Utility Easement affected by Flood Factors and/or other information NEITHER known rY P Plat WM - Water Meter by NOR given to this Surveying Company at the time of this Endeavor. www.irelandsurveying.comP.B. -Plat Book p -Delta (Central Angle) Ireland &Associates Surveying Inc. and the signing surveyor assume curacy of this Determination. Office-407.678.3366 Fax-407.320.8165o- Wood Fence -O- -Chain Link Fence NO Liabili[ for the Ac RIPRC. --I j MinMin Max 11nmection Descri2tion Footer / Setback ZC> Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill I Down Cell Sheathing — Walls 3C) Sheathing — Roof ft Roof Dry In 3C, Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 PERwTPJELEcTwcAr, MPr, Max I 2!Lection Description Electric Underground Footer / Slab Steel Bond In Electric Rough T.U.G. Pre -Power Final Electric Final Mechanical Roug Mechanical Final I N F FORM R405-2014 , CORD UCIPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WILCO HEATING AND AIR FRYE Builder Name: Street: 700 S MELLONVILLE AVE Permit Office: City, State, Zip: SANFORD, FL, 32771 Permit Number: # 1 7 7 1 S4 PV F7 Owner: FRYE Jurisdiction: CSANF7'C)h_ Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1 New construction or existing Addition 9. Wall Types (544.5 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 544.50 ft' b. N/A R= ft23. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedroorn Bedrms In Addition) 1 (1) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (454.0 sqft.) Insulation Area a, Under Attic (Vented) R=38.0 454.00 ft2 6. Conditioned floor area above grade (ft2) 454 b, N/A R= ft2 Conditioned floor area below grade (ft) 0 c. N/A R= ft2 11. Ducts R ft27. Windows(80.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 90.8 a. U-Factor: Dbl, U=0.35 80.00 ft, SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:12.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtulhr Efficiencyd. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:7.00 SHGC: Area Weighted Average Overhang Depth: 6,958 ft. Area Weighted Average SHGC: 0,250 14. Hot water systems - None required 8. Floor Types (454.0 sqfL) Insulation Area a. Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 454.00 ft' EF: 0.000 b. Conservation features b. N/A R= ft2 None c, N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.176 Total Proposed Modified Loads: 15.50 Total Baseline Loads: 15.82 PASS 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. ED BY: PREPARED Before construction is completed ZDATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 0U 11Tr OWNER/AGENT :,.,__.,._____ _______ - ----------- BUILDING OFFICIAL: DATE: - ------ DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH60 (R402.4.1.2). 10/13/2017 9:23 AM EnergyGaugee) USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: WILCO HEATING AND AIR F Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 454 Lot # Owner: FRYE Total Stories: 1 Block/SubDlvision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 700 S MELLONVILLE A Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State, Zip: SANFORD, Family Type: Single-family FL, 32771 New/Existing: Addition Comment: CODE COMPLIANCE 405-2014 CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempDesignLocationTMYSiteZone97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Numbe.r.-". Name — - ------- Area. -------- Volume Blockl 454 4086 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Heated Main 454 4086 No 2 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 61 ft 0 454 ft- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch I Type Materials Area Area Color Absor. Tested Tested Insul, deg) 1 Hip Metal 468 ftz 0ft2 Light 0.6 No 0.9 No 0.5 14 ATTIC Type Ventilation Vent Ratio (I in) Area RBS IRCC Full attic Vented 300 454 W N N CEILING Type Space R-Value Ins Type Area Framing Frac Truss Type Under Attic (Vented) Main 38 sa tt 454 ft2 0.11 1 Wood 10/ 13/2017 9:23 AM EnergyGaugeO USA - v5A - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowY. In Ft- 1 S Exterior Frame - Wood In,-.- ____Area____,_ --.R Value---Fraction--,.A4sor.- -Grade%-- Main 13 32 6 9 292.5 ft-' 0.5 0.23 0.400000 0 2 E Exterior Frame - Wood Main 13 14 9 126.0 ft2 0.5 0.23 0.400000 0 3 W Exterior Frame - Wood Main 13 14 9 126.0 ft2 0.5 0.23 0.4 0 WINDOWS Orientation shown is the entered, Proposed orientation. V, Wall OverhangOrntIDFramePanesNFRGU-Factor SHGC Area Depth Separation Int Shade ScreeningISIVinylLow-E Double Yes 0.35 0.25 30.0 ft2 1 ft4in 2ft0in Drapestblinds -Exterior 5 2 W 3 Vinyl Low-E Double Yes 0.35 0.25 30.0ft' 10ft4in 0ft6in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 015 20.0ft2 10ft4in 0ft6in Drapes/blinds Exterior 5 INFILTRATION Scope Method W SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000286 340.5 18.69 3515 .2087 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump None HSPF:7 30 kBtulhr 1 sys#1 COOLING SYSTEM System Type Subtype _-_.,-Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 12 30 kStu/hr 1000 cfm 0,7 1 sys#1 1 11,111. SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Coot Attic 6 90.8 ft2 Attic 22,7 ft' Default Leakage Main (Default) (Default) 1 1 10/1312017 9:23 AM EnergyGaugeV USA - v5A - Section R405.4.1 Compliant Software Page 3 of 4 TEMPERATURES Programable Thermostat: Y Ceiling Fens: Cooling Heating Venting Jan Jan Jan Feb Feb ki Mar Mar Apr A MM:yy Xj junn J JXJ Jul AugrjAug rj Sep Sep Oct Oct N ov Nov Dec DecFebMarAprMayJunJulAugSepOctXjNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 80 80 80 8078787878787878 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78787878787878787878 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 686868686868686666 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 686868686868686666 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 Electric Heat Purim_ 0% 1-Central Unit 10/13/2017 9:23 AM EnergyGaugeID USA - v5,1 - Section R405.4.1 Compliant Software Page 4 of 4 I FORM R405-2014 ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. I I MW 700 S MELLONVILLE AVE, SANFORD, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.25 b. U-Factor: NIA SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Addition Single-family 1 1 (1) No 454 Area 80,00 ft2 ft2 W ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=O.O b, N/A R= c. N/A R= 6.958 ft. 0.250 Area 454.00 ft2 ft2 ft2 9. Wall Types a. Frame -Wood, Exterior b. N/A c. N/A d. N/A 10, Ceiling Types a. Under Attic (Vented) b. N/A c. NIA 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems - None required a. b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=110 544,50 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=38.0 454.00 ft2 R= ft2 R= ft2 R ft2 6 90,8 kBtu/hr Efficiency 30.0 SEER:12.00 kBtu/hr Efficiency 30.0 HSPF:7.00 Cap: N/A EF; Pstat 0-VIE S T4 Z z N 0 te - ;fI # is is , , v It a 15 a ild it iy lIn ad i y y Rd th iy - 1 f you 1 1 It i dex Is 13e!uw 7 0, you I I'l of ne may q u ailty to IF energy etticle nt 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. 10/13/2017 9:23 AM EnergyGauget USA - v5. I - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin 4- L, Performance and Prescriptive Met, ods EADDRESS: 700 S MELLONVILLE AVE Permit Number: SANFORD, FL, 32771 MANDATORY REQUIREMENTS see individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4. 1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402,4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces, New woad -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMAICSA 101/LS.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402-4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 13 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553,993(5) or (7 111_UeC1T0n-4bU.T=()jTJjgj, -or (i), t-loncla -Ratutes, to be 'substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 Orn 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code, 10/13/2017 9:23 AM EnergyGaugeO USA - v5. 1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory), Building framing Cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 *C) or below 55'F (1 3'C) shall be insulated to a minimum of R-3- R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readilyaccessiblemanualswitchthatcanturnoffthehot-water circulating pump when the system is not in use. U R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or adownwardandupwardbendofatleast3 '/- inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38'C to 60'C). R403.4.4.1,2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria; 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south, R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302,1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the 6816tilaied tole! load, bill lot "I.I. thall 1. 15 t11110:5 91V8101 Mail MR 10tal 1=1 VNIQuiateZI accoroing to me procedure selected in Section 403,6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/13/2017 9:23 AM EnergyGauge(D USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature, Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1, R403.6.1.2,3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403,6, 1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 11 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. 11 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 0 R403.9 Swimming pools, Inground spas and portable spas (Mandatory), The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting, R4019,11.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4,0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance, Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where eublic health standards L29uiL21-h2u[ QWa]p 2ogratiQns 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 1 Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, 0 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights C3R40S.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 10/ 13/2017 9:23 AM EnergyGauge4D USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WILCO HEATING AND AIR FRYE Builder Name: Street: 700 S MELLONVILLE AVE Permit Office: City, State, Zip: SANFORD, FL, 32771 Permit Number: Owner: FRYE Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of sutifloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity paces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wirinand plumbing in exterior walls, or insulation that on ins tallatio7readily con arms to available space shall extend behind piping and wiring. Shower/ tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/ phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have 1 7 gasketeddoors10/ 13/2017 9:23 AM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 wri ht'soft. Manual S Compliance Report Job: FRYE Date: Oct 12, 2017 By: ENERGYCALCS.NET INC WILCO HEATING AND AIR ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 Project Information For: FRYE 700 S MELLONVILLE AVE, SANFORD, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 24011 Btuh Outdoor design WB: 75. I'F Latent gain: 2368 Btuh Indoor design DB: 75.0°F Total gain: 26379 Btuh Indoor RH- 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Actual airflow: 1000 cfm Sensible capacity: 27600 Btuh Latent capacity: 2400 Btuh Total capacity: 30000 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F 1191/6 of load 101% of load 114% of load SHR: 92% Heat loss: 19181 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: Actual airflow: 1000 cfm Output capacity: 30000 Btuh 156% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 75.3°F Entering coil WB: 62.7°F Entering coil DB: 69.9°F Capacity balance: 0 'F Economic balance: 0 'F 2017-Oct- 13 09:19:42 wrightSOft' Right-Suite(!D Universal 2017 17.0.29 RSU19553 Page 1 AM ..,\edwoADownIoadskWILCO HEATING AND AIR FRYE.rup Cale = M.18 Front Door faces: E wrightsoft, Building Analysis WILCO HEATING AND AIR Job: FRYE Date: Oct 12, 2017 By: ENERGYCALCS.NET INC EN-ERGYCALCS.NET INC 267 DELEON RD, DEBARY. FL 32713 Phone: 386-775,0908 Email: MAGGIE(a)ENERGYCALCS.NET License: RESNET#4557900 Project Information For: FRYE 700 S MELLONVILLE AVE, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29*N Outdoor: Heating Dry bulb (T) 42 Daily range (*F) - Wet bu Ib (° F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (T) 70 75 Design TD (T) 28 18 Relative humidity 50 50 Cooling Moisture difference (gr/lb) 22.9 38.1 93 Infiltration: 17 ( M Method Simplified 75 Construction quality Average 7.5 Fireplaces 0 Component Btuh/fe Btuh of load Walls 2.6 3191 16.6 Glazing 22.9 5472 28,5 Doors 10,8 227 1.2 Ceilings 0 0 0 Floors 3.6 5361 27.9 Infiltration 2.7 3926 20.5 Ducts 1004 52 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 191811 100.0 1 Other I — Cooling I Component Btu h/ft2 Btuh of load Walls 2.6 3177 13.2 Glazing 40.9 9791 40.8 Doors 12.1 253 1.1 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0.9 1320 5.5 Ducts 1010 4.2 Ventilation 0 0 Internal gains 8460 35.2 Blower 0 0 Adjustments 0 Total 24011 100.0 Latent Cooling Load = 2368 Btuh Overall U-value = 0.174 Btuh/ft2-'F Data entries checked. KE 11, * WrfghtS*ft' 2017-Oct-13 09:19:42 Right -Suited U niversal 2017 17,0.29 RSUl 9553 Page 1 AC* \edwol\Downloads\WILCO HEATING AND AIR FRYE.rup Calc 7 M.16 Front Door faces: E wrightsoft, Project Summary Job: FRYE Date: Oct 12, 2017 By: ENERGYCALCS.NET INC WILCO HEATING AND AIR ENERGYCALCS,NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS. NET License: RESNET#4557900 Proiect Information For: FRYE 700 S MELLONVILLE AVE, SANFORD, FL 32771 Notes: I Design Information Weather: Orlando Sanford AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 'F Outside db 93 F Inside db 70 'F Inside db 75 F Design TD 28 'F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 38 gr/lb Heating Summary Structure 18177 Btuh Ducts 1004 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19181 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatin Coolin Area (ft2) 14V 14 Volume (ft3) 13356 13356 Air changes/hour 0.58 0.30 Equiv. AVF (cfm) 129 67 Heating Equipment Summary Make GOODMAN Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacitybalance point = 0 *F 0 HSPF 30000 Btu h@47-F 27 F 1000 cfm 0,052 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 23001 Btuh Ducts 1010 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensi le load 24011 Btuh Latent Cooling Equipment Load Sizing Structure 2127 Btuh Ducts 241 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2368 Btuh Equipment Total Load (Sen+Lat) 26379 Btuh Req. total capacity at 0.88 SHR 2.3 ton Cooling Equipment Summary Make GOODMAN Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 SEER 26400 Btuh 3600 Btuh 30000 Btuh 1000 cfm 0.042 cfm/Btuh 0.50 in H2O 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-13 09:19A2wrtghtsoft' Right -Suited Universal 2017 17.0.29 RSU1 9553 Page I edwol\Downloads\WILCO HEATING AND AIR FRYE.rup Calc = MJ8 Front Door faces: E 0 Job M FRYE Performed by ENERGYCALCS.NET INC FRYE 700 S MELLONViLLE AVE SANFORD, FL 32771 Level 2 WILCO HEATING AND AIR ENERGYCALCS.NET INC 267 DELEON RD DEBARY, Ft 32713 Phone: 386-775-0908 MAGGIE@ENERGYCALCS.NET Scale: 1 :67 Page 1 Right -Su ite@ Unive rsa 12017 17,0.29 RSU 19553 2017-Oct-13 09:19:55 sNWILCO HEATING AND AIR FRYE 0 Job #:FRYE Performed by ENERGYCALCS.NET INC FRYE 700 S MELLONVILLE AVE SANFORD, FL 32771 Level 1 WILCO HEATING AND AIR ENERGYCALCS.NET INC 267 DELEON RD DEBARY, FL 32713 Phone: 386-775-0908 MAGGIE@ENERGYCALCS.NET Scale: 1 : 67 Page 2 Right -Su ite@ Unive rsa 12017 17.0.29 RSU19553 2017-Oct-13 09:19:55 s\WILCO HEATING AND AIR FRYE 00 e mmo a o - Summary Date: Oct 12,mxr By: smERmYo^Lua.msT/mo WILCO HEATING AND AIR smsnovu^LoomsrINC zoroeLsowno.osewR,.rLounuPhone: oo+n1-0mm Email: mAss'sOswsnevcALCaNET License: nsawsr#4s,'am Project Information I For: FRY 700SN1ELLONV1LLEAVE, 8ANFORD.FL32771 External static pressure Pmuurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 inH2J 0 inM2O 0.50 inH2O 0. 250/0250inH20 0.452in/ 10ft 111 Cooling 0.50 in H2O 0 in H2O 0.50 in M20 0, 250/0250 in H2O 0452 in/100# Name Design Btuh) Htg cfm) Clg Cfm) Design FR Diam in) HxW in) Duct Matl Actual Ln ( ft) Ftg. Eqv Ln ( fl) Trunk Name Type cfm) cfm) FR fpm) in) in) Material Trunk Name Grille Size (in) Htg cfm) C19 Cfm) TEL ft) Design FR Veloc fprn) Diam in) HxW in) Stud/ Joist Opening ( in) Duct Mall Trunk pwmm"ite( l Universal mn, r uuynou,o553 AM \edwoRDrwnIoads\WILCO HEATING AND AIR FRYE.rup Calc = MJ8 Front Door faces: E pJ:(x)1 1) ("OPY 7 2017 Building and Fire Prevention Product Approval Specification Form L 171-7(1 Permit # Project Location Address 7 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at wwwjloridgtqildin .or The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging rx (A i- XYQ Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun ra(k? Horizontal Slider Casement Double Hun... Fixed L 0 - ki f A) V 50 Q Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 I'll, I ___Category /_Subcategory 3. Panel Walls Manufacturer Product - - - - - --- Description Florida Approval # including decimal Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underlayments Roofing Fasteners ST-rkws E rns F r '- Nonstructural Metal Roofing Wood Shakes and Shingles ry) re n,. ((,-5 Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single PlyRoof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Other June 2014 Florida Building Code Online Page I of 3 BCIS Horne Log In User Registration Hot Topics Submit Surcharge StaLs & Facts Publications FlIC Staff 13CIS Site Map Links Search d2 Product Approval g USER: Public UserbDNr Itg4KLA2j;I"ry .Mom, > ErWK"LAppj1,.Mn_5 r h > App!KgWp Application Detailq& > FL # FL12509-R3W111 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com ason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E330 ASTM E331 TAS 202 Method I Option A 01/13/2015 Year 2002 2000 1994 http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 1/16/2018 Florida Building Code Online Page 2 of 3 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/21/2015 Date Revised 06/30/2017 Summary of Products FL # Model, Number or Name Description 12509.1 Finishield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EUZQq R3_L(; (;.A ID99$4 4 lff ,,A _6 __NQECk _ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: Verified By: Hermes F. Norero, PE FL PE # 73778 Created by Independent Third Party: Yes Evaluation Reports E"_ Q9_R3_ AE Created by Independent Third Party: Yes 125O9. 2 F,,,,-,I,,eld/Glad,at.r 12'-5" x 6-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports ELMO RIA _PR3-7, a Created by Independent Third Party: Yes 12509. 3 Finishield/Gladiator I12'-5" x 6-10", Glazed Steel Wood Edge Clutswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports E" I Q U AE _PFR3NQ_55_ZQLS:91:07.p!Lf Created by Independent Third Party: Yes 12509. 4 Finishield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FUZ50 R,3 AE. PER 2 - 7. if Created by Independent Third Party: Yes Q9_ qtaq_V5, ::Tallahassee n- The State of Florida is an WEED employer. Florida.:: EavAr n Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails; provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hjFS_. Product Approval Accepts: http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 1/16/2018 JELD-WEN FlNtSHWLD.GLADIATOR STEELtttR, WOOD EDGE GLAZED1 2-Ox" OUTSWING DOOR SYSTEM I THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE IFBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E331-00 AND AS TM E330-02, 2, 2X AND I X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERi-Y TO TRANSFER LOADS TO THE STRUCTURE, 3- PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 4, DESIGNED PRESSURE RATING -SEE T ABLE 1, PAGE 1, 5. FLOROA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES, 13, FULL SITE APPROVAL COVERS USE OF FRACTIONAL GLAZING. INCLUDING OVALS, SUNBURST AND ROOND-TOPS, ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS c BETWEEN CLASS. EXTERNAL WROUGHT IRON AND DECO 7, SCALE BASED ON I I x 17 SHEET SIZE. S. ALL 1X & 2X TO BE 0,55 SPECIFIC GRAVITY OR GREATER, DOOR LEAP CONSTRUCTION: FACE SHEETS: THE —FACE SHff—rs ,ARE GLuE D TO T, 4E CORE AND SUBSTRATE WITH LNIC ADHESIVE, CORE DESIGN: THE CORE CONSISTS OF 1-1,25 POUND DENSITY LYSTYRENE(EPS)_ PANEL CONSTRUCTION: EACH. DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE f,018'MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT Af)'OVER THE 1.6IIS'XIM" ILVL (LAMINATE OVENEER LUMBER; STILES AND TOP RAIL. THE NVERAGE MINVIELD STREN13TH OF 25 GA SHEET STEEL SKIN IS 38-400 pst.THE 1.688'X1,203'BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE { .0311 8" MINIMUM, STEEL. THE WOOD LOCK BLOCK;S 1,688` X 3 1/8" X 12-, FRAME CONSTRUCTION: THE FRAME JAMBS A HEAD ARE CONSTRUCTED OF MOOD. THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED, BUTTED, & SEALED USINJ SILICONE, THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA, 7j16'X 2" STAPLES PER CORNER, THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA, T16'X T STAPLES PER CORNER, THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE #8X2-',/2`SCREwS PER END, A S/8' HOLE IS DRILLED AT THE CENTER OF THE FRAME HF.Al AND THRESHOLDNHERE A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 1 f2" SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA, 7/16'X 2'LQNG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY & THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 111%, SILICONE M ' ATERIAL PROTECTION ' - 1, ALL, LATCHILOCK AND HINGE. HARDWARE TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED, 2, ANCHORING COMPONENTS MUST MEET THE CORROSION RESISTANT STANDARDS AS IDENTIFIED IN THE FEC, NOTES: 1 ALL VIEWS FROM EXTERIOR, 2 MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE, SEE OPTIONAL CROSS SECT ",NS; 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS RECIUIRING DP-45 OR 0 LESS, x tzA 4 - MASONRY AND CONCRETE INSTAL- 2NOTE 4 LATION DETAILS, 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMS, LATCH. NOTE JAMB OR SIDELITE JAMS WILL BE THE SAME REGARDLESS OF ROUSH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1 X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET, 8 FOR DETAILS. 6 FOR VERTICAL ANCHOR IN "X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 15FOR DETAILS. 1/ 2'MAX C1,/FRAL.L FRAME WIDTH -- ---- ----------- 37 '', 4' MAX 17 1 W MAX 74' MAX, FRAAAE VVIOTH FRAhiE IDTII DOUBLE FRAME WIDTH 35 314' MAX, 14' MAX 72 14'NIAX PANEL WIDTH PANEL WIDTH DOUBLE PANEL VVIOTH SEE DETAIL A SHEETS tOTE 6 0 2" " 181 1 2 lial 21 1118" 21 MAX MAC "40AX MAX, 1) LC o)_'O D, L 0 WIDTH WIDTH Q7 NOTE 2 1 N NE T- F 1£ D INACTIVE I ASTRAGAL -/ — *, /,, 4 UJ)NOTE 4 1 SURFACE BOLT— _)N MULL POST - SEE NOTE 3 \--SEE DETAIL 6 SHEET JAMS MOLL POST g, UACjUNITIOXXO,,. SCALE; 3, 2'z 1 -0" OUTSWING NON- IMPAC TABLE I ILE OF CONTENTS " A 'l-, NIOTE; UNIT SHALL BE INSTALLED AT LOCA'NON PROTECTEO BY OVERHANG SUCH T-HAT OVERHANGi DESCRIPTION RATIO = ON LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN. 1,0 Dsqaatiy 5igne6 by Hermes F. Norefo, NNil oeain' I am approving thfs ci')rorref F 2015,131- 07 14:55 5j-Ci5'00 Nq 7 3778 77 -o STATf O 4 HERMES F. NORERO FLORIDA P.E. NO. 7M8 396 F. DANIA BEACH SLV SUITE 338 DANIA BEACH, FL 3300, FBPE CERT, OF AUTH. NO. 2 79" A,tAX_ SIDF.t,iTE PANEL HEriGW"t' - t FIN I'SHIELUGLADIATOR f i.©-WEN, INC, I C 8 1 1701'-- ADOEC FU l LITE Gt. STEEL DOOR, vV000 EGC E u i a c a. ro aT s GLA7 )12 0),6-8 OUTS LNG STEED. DOOR 3737 LAKEPORT BLVD. NCitT PAR >R s y-MAi Y__ KLAMATH PALLS, OR, 97601 m;olm a PI AN+ESF - 7PTA9 PH.541-882-3451CHGtE_.... tNEiU IYPICAt_ ELEVATIONS 12' MAX OVERALL FRAME VVIDT 111 1"A"MAX 0"VERALL FRAME WIDTH 37 1,4' MAX 74' MAX37 ',4'MAX, 37 li4'MAX 37 112' MAX I-RANIE LIVIOTH FRAIIIF VVIDTH FRAME WIDTH FRAME WIDTH I'RAME VVIDTH, _7 3 3114' 'w"( 36 3,18'WITH 35 3,4MAX PANEL WIDTH ASTRAGA, PANEL WIDTH 353A' MAX 35 3,4-MAX, t. PANELWIDTH PANEL WIDTH NO TE OTE SEEDETAiL A 6 SHEE76 > 0: T- UTE 6 SEE DETAIL A _j SHEET 6 Cc _ 3 T 21 1/8"t, 21, 118' 21 118' z o -j A _ T MAX 2 LL to 211/8' 21 1 i8l 'G Z LU to DMAX, 0, 0MAX 0 ,AXr i IDT, TH WID 3u: <e o WIDTH I j WfDTH LU a coa- X i+' 14 7 N T A 11TE 4 7 41 _ 1777, _7 NOTE 2 NOTE lNbTE 4 F ' I - 17 NOTE 2 NOTE 2 NOTE 5i NOTE 5 1 v L) N. TF rilJ( FIXED LNACTIVE K ACTIVE E- ----- — < FIXED FiXED ACI IVE L i E 4 ASTRAG, 4L 'OTE 4 - -- -------- j 3: zSEE DETAIL 8 OTE 4 SH, EFT T 6 JAMBMULL POST OPTIONAL SEE NOT E 3 —SEE DETAILB <> MULL POST SHOW 0 - NOTE ITEIDBL-SACK SURFACE SOLT 05 4 MULLP38SURFACESOLT OTE 4 0 DBL-BACK JAMB MULL N'T0 IF SEE OT.- 3 117MAX OVERALL FRAME WIDTH SHEES POST OPTIONAL 37 114'?, VAX 37 1/2- MAX < 37 MAX T R1jjNlTjQ)(XLOR'XXQ FRAMFWIC)TH, ! LRI J N I T QOXQ! )Q, FqlkmE 'Irviol H FRAME VVIOTH .SCALE 112"=l'-0" CL L SCALE: 35 SAI" MAX 1a' T4'WtkX L SEE DETAILA - PANEL V10 4`NEWIDTH NO TE 6 SHEET 6 i> I> I fe" 21I!V' 21 of 11 21 118" NOTES: p MAX ' mAx MAX, I - ALL VIE14VS FROMEXTERIOR, 0,L 0 of 0 0J, 0 rj 2 - MULL POSTS & DOUBLE HACK JAMSS ARE INTERCHIXNGEABLE, WIDTH W I TH (SEE OPTIONAL CROSS SECTIONSj z 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-45 OR LESS, X•4 - MASONRY AND CONCRETE INSTAI LATiON DETAILS i r `3q < 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAME z LATCH JAAAB OR SIDELITE JAMB WILL BE THE SAME Is - — " "- "7 R IORIZONTALL TYPE. 0 TXCRETENOTE4REGARDLESSOFROUGHOPENING TYPE, FOR H IR 'CON CROSS SECTION IN IX SUCK OPTION INMASONRYCONCRET-1 NOTE 2 N G 2 SEE SHEETSFORDETAILS, 777 NO FOR VER SUCK OPT; INNOTE 5v TI CNA AM "IfI iiTFOR 'E: T IEET F DETAL S, MASONRVi Ll"qFOR N LAI X< zl Xv 8? 2108 FIXED FIXED KIQ, '377aAS NOTED HERMES F, NORERO FLORIDA P,E. 40, 73778 w8f) STATE OF SEE DETAIL 5 NOT - NOTE 4 Z 398 E. DANIA BEACH BLVD, c- eS, FREY fi SlIFET13 SURFACE 01-T- MULL POST SHO";A/? 4- 1RI UNJ SUITE 33 iQXQ DANIA FL 33004 SEE NOTE 3 DBL- HACK jAMB MUU- SCALE: 1,12T A022008 1'-', FBPE CERT.BEACH, OF AUTH. NO. 4 1 E- 2 POST OPTIONAL 1_ 4 0 z c7I LL UJ co 74" MAX, OVERALL FRAME WIDTH -I < 'L 72 1 PANEL VVIDTH to 74 314'MAX, OVERALL TAME VVIDTH SEF DETAIL A 37 1/2' MAX < SHEET 6 FRAME WIDTH35 _14' PANEL VVIDTH n 3J4' MAX 35 3,,4" MAX .4 a. SEE DETAIL A 314' MAXSEEDETAILAPAN, 'MOTH PANEL VVIDT SHEET 6 3HFET6 PANEL WIDTH 36 3/8-WITH D"`NOTE , ASTRAGALrt OTE 6 tOTE 61! I> 21, 118' 21 1 IF' M MAX, 21 118" 118' MA, 2i if MA D L O. 0U WIDTH TH 0DLO DIL 0 T WIDMN I x i I < 0 z x IS o - > XCJ Z 0 LL 7 < zx > :i _*41NNOTENb'E 4 a I z j L) NOTF4 77 NOTE 2Z 1 1 <' I I i - L-L Z, i- OTE 41NOTE5' N OTE 6 2' Dk)- 1 TO t'JIDJOC7 x 'ems 0 OTE NOTE5 1 0 S I NOTE ACT'VE ACA_T E 7WEACTI'LE ------ OTE4 OT- NOTF4 NOTE 4 A SURFACE SO'LT-7 ILSEEDETAJLB SURFACE < ASTRAGAL--//t' \ ZSEENOTE3SHEET6SEENOTE3 SEE DETAIL 6 SURFACE BOLT --J SEE DETAL. B-- 0 SEE NOTE 3 SHEET6 DL A I& SHEET 6 3LNZLL OICSI SCALE: 112" SCALE: 112 =,'-O'3 cr a! CL 0 SCALE: 1/2" =7'-0" NOTES: I . ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK JAMES ARE INTERCHANGEABLE, SEE OPTIONAL CROSS SECTIONS 3 -SURFACE BOLT NOT REQUIRED FOR APPLICATiONSREQUiRiNG Aff wi< OP-45 OR LESS. 4 - MASONRY AND CONCRETE INSTALLATION DETAILS, f ht%& 12/08 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB. NU, 72,178 AS NOTED LATCH JAMS 0 R SIDELITE JAMBWILLBE THE SAME T HERMES F, NOSERO REGARDLESS OF ROUGH OPENING , TYPE, FOR HORIZONTAL ST/ATL QF a: FLORIDA P.E. NO, 73778 CROSS SECTION IN I X SUCK, OPTION IN f-AASUNRYICONCRETE 398 E. DANIA BEACH SLVD S. FREY SEE SHEET 8 FOR DETAILS SUITE 336 6 - FOR VERTICA' ANCHOR IN ',X BUCK OPTION JN "7" DAMA BEACH, Ft 33004 JVIVI, 22008 MASO NRYl;CONCPETE, SEE SHEET 6 FOR DETAILS FBPE CERT, OF AUTH. 140. 2957a 1 3 > 14 105' MAX.OVERALL WIDTH 1;2'MAX SEE DETAIL A FRAME sr OTH SHEET 6 14^ MAX W, AS I RAGAL 40TE 6 1 JiIANEL VVIDTH tj '40TE 6 AAAX O'L 02 J C 7 F NO E 2 NOT 74 4- ',1x < NOTE 4 NOT 1: F I D INIACNE A Cr T ' V/ 9E FIXED.! 31 5 — SURFACE BOLT NOTE I4 \ SEE NOTE -3 ITE 4SEEDETAIL 13 FCALE: 11/2' V-0" SHEET 68 1/ 2'MAX, OVERALL WIDTH 15 1/ 2" MAX FRAMEWMTi- 14' NtkX TIANEL WIDTt- 5 314' MAY, D L 0 37 1,' 2'MAX 15 If2' MAX IRAME WIDTH PRAME WIDT N 3' 34' MAX- 15112'MAY, 14'MAX PANEL 16ADTi. 53/4- " t t 4— PAEiEl. VVIDTH 1 FRAME WIDTH NOT MAX D L 0,1 4'MAX 5 3,W MAX 01 SEE DE TAIL A GTE 6 IJ SEE DETAIL A — SHEET F, SHEET NOTE 4 NOTE SEE DFTAt 6 NOTE 4 UJ 'z T Lo a. X NOTE SEEDETAII 5 SHEET 6 SCALE 112- 53'MAX, OVERALL WIDTH — 37 112" MAX FRAIVE WIDTH 35 3, 4MAX d WIDTH PANEL DETAIL ASHEET 6 M z w NOTE 4- i071 5 SURFACE BOLT SEE NOTE 3 SEE DETAIL 6 SEE UETAiL 8 SHEET 6 SHEET 6 a I ILUN- 1-1 _LQxmL_QF__ML SCALE- 11/2" MAX DLO 77, 7- 7- 1 7 OTE 1 A,- T; VE A*-- TE 4 SURFACE BOLT E 4 SEE NOTE 3 W 1,7MAX FRAMEWIDTH 35 3, 4'PAAX PANFt 'WIDTH, N CD cis tfi cc I i z oi z , LIJ 00 L'j 3; to LIJ _j a. 4 AT E 5 2 5cz Z SURFACE 80 T SEE NOTE 3 WOO w 4w T -1 IJKLJL -VLNLNIT_ 2 w 91 SCALE: 112" =1'-O" NOTES I - ALL VIEWS FROM EXTERIOR, 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE SOLTNOT REQUIRED ; -- OR APPLICATlONS REQU;RiNG DP-45 OR LESS, 4 -MASONRY AND CONCRETE INSTALLATION DETAILS, 5 - POSITnN AND NUMBER OF ANCHORS IN HINGE JVAS, LATCH JAMS OR SIDFLITE, JAIAS',MLL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X SUCK OPTION IN MASONRY,'CONCRETE SEE SHEET 8 Fr j TAILS f; . FORVER I X BUCK C)PTION IN MASONi3 YEI ZKSHEET 6 FOR EETAILS, CATS Z HERMES F, NORERO V 77- >IATE ()F Z - FLORIDA P.E. NO. 73778 WED c'p-lo 3" E. DAMA BEACH BLVD, S. TREY SLIME 338 DANIA BEACH, FL 33004 J V'v 1 22CO8 FRPE CERT. OF AUTH. NO. M78 - - - ------ IPTION PdAS t" MIN MIN, —ii r A91Pv .. r .. 3,tit3'i 1 HING" iRi MA fl '# xx4" B8 3M R I N ED jNi — __ P _ 2S ' ^ r r . .... , 1£ ; _ .... 7G f ,t. ;±8 t t4"xs t3 ri iv£R.h`?!Dt2ED Pih ..". ., . , _ .. PINE o u.i 1;?ti OTE t •_ wti"t 1 w NO 4SiDF 3Ai1 ,f3'k4 £t° FI,"SGRaOiRi?'EB 3 jN _....._ ._. ._._. 1— t33 i 2 z ' 1 SHEET £ SHEET f P HEET f 5 410 PHILUPS FLATHEAD WOOD SCREIN WITH 3 2 tf9^t, EMBEF)m NT I STEEL j 29 , . ,s —_ - J - 9i __._.. .. ___---. „ 79 r£__ 4 x d [iUii rklNtaE ?2{','., r ti8$' Ptt}R) ._._. ._ STEEi_ I 00 C f t ? 8 x 3/4 PHI LIB'S FLATHEAD VISCI } SCREW STEEL s p t £ . x 3 t T Pnrr t xa ?TrEAJ r iOC C E fit _. 4 ..STEEL C3 + 5 T a- "TA' £s'VILUEX TAPCON WITH 1 7 `a' MIN EMBEDMEN _ ._._ _ 7 EEL 4 OJ COMPESSIONY}E,ATHERSTRIP (, cxS" £,K_ ___ _ ; VINYL Z w U" ww Q g E- j- e f t 91 _ AtCO A-297 flUiSlNihv BUt T'ER SI 523 To'•`CDMP,/PV !i3 S co SEE DETAIL A ""*>' z ' j a a % 12 i DOUBLE BACK .;AMS _..AA9INATED VENEER _U}dB', 6 SEE DETAILA- /3 "' i i SHEET 12 SHEET 12 9T Ji 3 EXTRUDEDAa RAGA a A dt 'r 4 A H 1:7 S ss is A: ArUM,! ; A _} M Q I SEE TAIL i a ffi'3i A SHEET12 ;) I 5 ETA SiFi,#tF aLA7ER9Gtt}6Ai. F'ROJU"TS S DEL j ' Y 31 t'x i , } o iOT' F2AtC 1lAM#Nrn7cD JE tEER iiifi i8£R lJt ii 30' . *_ j 30 3fi ' _ I ,,i' r '9 _H£"ri E SiOc S rL (tA*r9NvA Ei3 VE'iFER' CtaABErr V i 3 xLATCHS? JESs1t .iA.M#NATr V£NcEit (3#9BR S 21) j3 1 i i 'j" C 21 0} i7 .IP-tI7E FRAME tFfBC-BKifY'J (NOS: #13-ti218 ft31. ,_ Pt3LY PR(JP, p f INSULATED12 00O, A.INSU.A;EDTEMPEREDGLASS G fSS m ut TEMPERED GLASS lNSUI.ATE£ 3 {' I 7,16 t RO rA x 2 LONG STAPLES _" ___ SrEE' G TEMPERED GLASS —!' LASS ' 24 CORRUGATED NAIL112` x , 1:16" 25 GA - L SSE£ X4'd3KSET LOCK SERIES 4tfi S EEL 1— 25_ 1 zr. 26 KWI tSET, DEADBQ T SERIES 880 _ _ ,_ STEEL v o) E 2' x 2 0' PHIL IPS TLATHEAD wVO0O SCREW . S t EEL n SEE ETA!L P. w z SEE DETAIL A x 8 - -_ __ _ _ o C d u , u —+--_ 28 2x AOOO BUCK UFD 2 S€ou "ERN YES OW PINE WOOD uJ p C SHEET? € t 2 SHEETrtr; z z — a 23 LNuM COr_',RREaTE( 3ty SH3 vt i 4° tLAX THN'KN£8Sz- t .`-. y tz""% i iC Exr. A JE.",r"'1CYS?YR NE yrC i'J' i 2 3DS DENSlT' %1FG 5Y,t LD-VVE'4 FOAM E w! `a;- 4 ; . i i 31 ; STEEL DOOR PANEL SKIN MATERAA (25 A GAF VANIZ D3 j STEEL u w , to ALdA'TZED 22?'JALY N v0SWE 32tivYaJtfl3 iA e< vuOFdr-ft PADS i' A D A THE SOTTO 7 A r' . AAsB E6 PLASTIC 5ETT dN IND T HE & x 2 PNi S,d001 S REJ T! A _._ STEEL st } HtR T;i j. 95 8Ci><iD H} Jt FOS LLA 94NATFG b£hEER LUPABEP.. ._.___......____ _--t- V, zn G} 1 r 31 E ' 3£ ' £ zJARiERR7L D U D?t _ aY0 }CLu t t I 4G-..,,^ j37 Lk E BEAU DQV' 1 ^,;' _... . _.....__ 4„ 33 AFCOA-695 THRESHFOtt? rG° TOPEAA 6063-T5 _.__._.._ zxLiCOMR Ez Q` 7 39 ASTRAGAL THROW BOLT, STEEL ROD 5116 DIA x a, STEEL } 32 -A1 i IVES SURFACE BOLT #Q A B..tT" L X8 4 N X 9ra TFt7C,STEEL t p;2 flet, Z i at,=,2 4A'.., 41 .OUL. "J,C DEL.7S+3 `E? TED HALF LITE _ P ASTr C}a3 a r tnau!r, zt- G f1. tJ [L<- C 4_ 2 L IX vV%fli BUCK GRADE 2 (llTH Rfi YELLOW ?IIi£ WOOD BOLT 10,2X.91roiGX5' E A STEEL t 43Ek BARREL 33 . t { y44tES SURFACE BOLT SPACERS _ _ STEEL NOTE 1 # _` ` _ _ __ 4 5 Si RFA t BU_ oft#<E PL4 E SEE_ SHEET Fr ti.-' --'' ? 4fi #8 X #-" FLATHEAD'V`7{}Gk. -DNS FOR 3T:R1ItE PLATE , STEEL 1NOTE 9 — i--'- 4 1 + Bf2AC3 "1AiL 18 Nx3 tJ STEEL i tiEET 6 ? _ _ `_ ,, HEFT B *' e U E J r w ¢ r 1 7 ^ .!N i 28 T.. . _... 7 .. _._.; 7, 28 } "`-ia .. _-- 9I 3 ,T9lu IN J Vsk 7 7 AS NOTED MIN 11 MIN VERTICAL KCBs SECTION, S;AT '? R FLORIDA P,£. NO.73778 TN$ U ACTIVE 6C3f}R TYP 'A. Eft7iCAL uRLi3S SEC7IC3h, VERTICAL CROSSSECTION, s t 396 E. AANIA BEACH BLVD r S, PREY S)CrE LITE TYP. _. /"' SURFACE £ iGIT TYP, Q '( Jir^A.*" , SUIT£ 338 3`*._p/ Ys COu ri. A#4E 1t3.,TAitA3'If3N •.. ,.,« DANiA B-ACM, FL 93tNk# 6 WIO FRAME INSTAL'LATIO? NGi3D PRAi,7E IP7STALLATiU3N i '..SL;, ;a ,,+ 3Y'922`J09 j SCALE: 3" =V-0" ' i 'iOt+ F.:. '+ SP£ CERT. OF AUTH. NO. 29571 3 SCALE:3°-1'-~)" SCALE. 3°=3'-(V xift fill I3 I' MIN I'MIN. NOTJE 11 iL x T SEE DETAIL SHEET 12 i,00'0.A, INSULATED TEMPERED GLASS SEE DETAIL A SHEET MIN NA. I N SlCTIQN ACTIVE DOQR MASONRY AND CONCRETE INSTALLATION i I' MIN z t x SEE DETAIL A SHEET 12 1, 00'0,A, 04SULATED TEMPERED GLASS SEE DETAIL A SHEET m MiN MIN. VERICAL_ CROSS,3EqTIQI I , IL TYP, TE- MASONRYAND CONCRETE INSTALLATION SCALE: 3' = 11'47 il 'AN FOIG 01S7A"CE ST--- FDCL IIl"INTAFII; A8TAWF ifs T 0 -< jj Lou- LL 29 uJ T cc Lu SEE DUXL A x w! DETAiLA 10 VlAi EVGE WN EQIG 7TNr, UNIT IXBUCKOPTIONIN6cTpi-,,AUNIT IX BUCK OPTION IN MASONRY & CONCRETE INSTALL MASONRY &CONCRETE WSTALL SCALF 3" =V- 0' SCALE: 3'=9'-0* 0 f8- I__.-EDGE1 PANEL OF 50ZU EDGE OF PANEL 7) U) DETAIL A — SURFACE - DETAIL S SU RFACE BOLT TOP LOCATION BOLT BOTTOM LOCATION' SCALE: SCALE: 2' r9'-0'Ij I Z, a NOTES: tt Clz io 1, FOR ANCHOR SPACING ( ITEMS 15 GR SEE SHEETS 9, 10, & I i 2, IX MAY BE UTILIZED AS AN OPTiON. FOR VERTICAL SECTIONS, SEE DEWLS SHEET 6 4MZONTAL SECTI IONS: DEWLS SHEET IL 3, TAP' ONMASONRY 4N04, QR SPACING SAMEAS WOOD ANCHOR SCREW R12 Lu CCN7FIGURATiONr < 4, OPTIONALLY, ANCHORS CAP ffi*""IN NARROWSECtION Ol' HEAL' OR JAMS AS LONG AS M NIMUM ktIlto tENT VED, -4-1-- Z Q4 27 Na 7'z778 AS NOTED HERMES F. NORERO FLORIDA P.E. NO, 73778 0111, sy Wso FA if OF 398 E, DANIA BEACH BLVD. c— F, S, FREY SUITE 336 DANIA BEACH, FL 33004 0122008 FBIPE CERT. Of AUTH, NO, 29578 14 1 1!4' _ I f4 MAX WN Ekle, i —SHIM' SEE DETAIL A fi SHEET 12 37 31 3ti 21 is 2 'NOTE 2 EXTERIOR MOTE A 28 4 1NSTALL SCALE: 2"_, --C)" I My MAX SEE DETAIL A SiifMl i 112, 4 "'IN UM8 SHEET 12 04 7 5 SEE SEE NOTE 2„2 4/ NOTE I EXIEP iUR 7 1 ION OOD 'iNTALLAISCALE: 2 e 9 9HjRj ONJAL CROSS! CTION S' C SCAILE, 2; V-70" 1;4-,V, AX- C28S,4 EF NOTE, 4 SEE DETAIL A SHEET 12 1, HORIZONT j 7 MASONRY & CONCRETE iNSTAi L. SCALE: 2"=1'-- 0" 1'4' MAX 141 MAX MIN EMS SEE DE 7, AIL A !-- SEE DETAIL A i SHEET 12 SHEET 12 A T' z 7- EXTERfOR Ex EPIIO— R a_SEF NOTE 2 SEE NOTE 2 4 EE 140TE 4 Qjj Ss SE TICLN- WOOD iNSTALLATiON MASONRY CONCRETE iNSTA,'-L SCALZ: 2'= l'- 0" SCAILE: 2"=1'--O" 1 114' iL2i, 4 2EE NOTE 4 !WMAX SHlM SEE DETAIL A SHEET 12 j 29 EXTERIOR MASONPY & CONCRETE INSTALL MIN FIA131 I SEE DETN,',- A I `7I)l ' HEFT 12 is 2 28 2R' 7 EX LERIOR SE HORIZONTAL CROSSCTION STAL,_ATION SCALE: 2'= 1'-0" r'511 21 SSE PfCST"E 14 C HtOF2,ZQNjAL CROSS SECTION 7 SCALE: 114' MAX SEE DETAIL HIM, 1— MIN Et B SHEETT "2 ly Ir 5 SEE NOTE I 7 6 8 LX: ER1gf L I- IOLRIZNTA -f -- RCjSSti7,) ',Noof INSTALLATIONSCALE: 2"=1'-0' 6-' 7 7 EXTERIOR k6 EXTEi210R- EE NOTE 2 SCAIIIE: 2'=1'-O" SEE DE -,AIL A 14'MAX A SHE. fZT 12-,-. ( 3-; jrS4IM EXTERIOR (9 WOOD INSTALLATION SCALE, 2"=""-- NOTE I EXTERIOR NOTES 1. FOk ANC HOR SPACINC 17EMS 95 GF? #q)_SFE SHFETS S. 1 0 & 1 2 SPACING FCR 423 FROM TOP OF SIDEUTE I)XWVN (SEE SHEET 10; S. ASTRAGAL SCR PA7TERN SPACING FOR u13 FRok OPA 1 2 I SOT7 1 ', 2, 3 1 2', 2Q'24 3 4' FROM TOP 1,7' 2', 3 1P2` 2T, 24 314', 319 I, aX MAY BE U-1 '1Z D A3 AN OPTil)h. FOR V ERTJ,' -SEE DETAILS L E AL SEC`TO S. I I I SHE— 6, HORIZONTAL SECTI'C'NsDEI AILS SHEET 3, E AS TAPCON IT ONPY ANCHOR SPACING, SAMF AS WOOD ANCHOR SCqEW CQNFirORATJON 1IR uj Q Q Z III z Lo 00WI 19S SUCONE 11 — 1 12' MIN GLASS SITE DPTj()NA LY, IN NARRO'A' SFCTf014 r I 1 1 I I I . 4- 118' TEMERED GLASS OF 4s r At# MINWAUTA Pj It , I., $s ETISEDMENTISACHIEVED. 11+ 314"AIRSPACE 12108 Na,',73, 77S AS NOTED 3/4'• HERMESF.NORERG 711- 1c, 8.WBO STATE 01FFLORIDA P,E, NO. 73776 41v P. CiR' 398 E- DANIA BEACH BLVD, S. FREY SUITE 338 QI-A iNGLDEIAJI A 116" TEMPERED GLASS DANIA BEACH, FIT 33004 X4122008 SCAE, C AC Jill FSPE CERT, OF AUTK NO, 2W6 too", 7 OF 94 0 SEE NOTE 2 EXTERIOR H RIQ Tl -Rai QN SEE, DETAIL A 1 SHEET 12 MIN, EMB 2 z 1/4' MAX. SHIM, LZ_Q _ULiZc1lacI TALJ_ATlCIN SCALE: 2-=I'-O' SEENOTE2-' ,_SEFNOT L? 11, EjRIZZ i AL SEE DETAIL A SHEET 12--, z 4 NOTE 4 EXTERIOR 14' MAX MASONRY & CONCRUI SCALE: 2"=1 '-0" Z 1 V4' P ki, SEE DET AAIL 3HIv- SHEET 12 VZ' SEE, CI-F TAIL A 7- c3 MN Ems SHEET 12 20, 3 2M Z 1 19 3 1 2 021, F22) z 29 x I RJOR EXTERIOR NOTE 4(23(sli ONJAi CRR,. TIQ QR2ZQ CT191ELD _N IN WOOO tNSTALLATiON ,§,/MAS0NlRY & CONCRETE INSTALL SCALE 2"= SCALE: SCA: 2"=l'-O' 114' EAREM FSEE DETAIL A SHEET 12 2" 3,. TEMPEz A I m MODEL 799 VENTED HALF LITE ORIiCINTAL CROSS SECTION 8 MASONRY AND CONCRETE INSTALLATION SS CA; P 2' =1*-'1` SEE, NOTE 2f' EE NOTE 2 11 SCALE: llj- I- C' S: 2 -1 -0" 2 '1, SEE NO, E 2 SCALE 1 1 ' lr SEE DETAIL A MIN EMS SHEET 12 SEE DETAIL A $ W'4NOTE, 4 SHEET 12 MIN F EXTFRt0R V Nj_AL__ P QTIQN V Z SONRY CONCRETE INSTALL SCALE: 2 2 1 154' MIN FMBEDME_T Z TAIL A EXTERIOR 2 1,8,/FiXED UNIT IX RUCK OPTION iNI MASONRY & CONCRETE INSTALL LEFT-HAND ANCHOR SHOWN, RIGHT-, 0 ANCHOR rg TEMPERED 1 AIRSPACE4 H EXTERIOR SHIM NA,0DE1 799 VENTED HALF LITE JORIZ6iAL CROSS3ECT16N CiD INSTALLATION SCALP: P40TES I FOR ANCHOR SPACING ILIEMS 05 OR #91 SEE SHEETS 9, 10, 1, 11 2 SPACING FOR #23 FROM TOP OF SIDEUTE DO AN (SEE SHEET 10 3 ASTRAGAL SCREW PATTERN SPACING FOR '13 F130M BOTVLEF TOM, Z*, 2', 31/2' 20' 24 3/4' (T FROM TOP 112' 2', 3 112', 20' 24 34' 39' 4, IX MAY BE UTILIZED AS AN CPTIONFOR VERTICA, SECTIONS, SEE DETAILS SHEEAC-FID T 6. HORIZONTL SEONS: ET111 AILS SH, 1267 )(1 F, TAPCON MASONRY ANCHOR SPAINNG SMAEAS WO00" ANCHOR SCREW CONFIGURATION f, OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMIS AS LONG AS MINUUM EMBEDMENT iS ACKEVED Q, w Z Z < z (-2) z I- 4 SEE DUAIL A 01wS, l E SHEET EXTERIORSHIM TA C`R. Iot4 H_!R l QNTA, - — OP7 8:'/ OPERATINC UNIT IX SUCK 'N IN 04WJ& CONCRETE INSTALLqFA',R,GHIT-IHAND ANCHOR SIMIz-AIR) i N(,, 731778 DF Z ID % c"o LU coo fr ul 0 z ZU1 N ZI T ci AS NOTED HERMES F. NORERO INK FLORIDA P.E. NO. 737713 398 E. DANIA BEACH BLVD. S. FREY SUITE 338 DANIA BEACH, FL 33004 3yryr 22008 PE CERT, OF AUTH. NO, 29578 14 SEE DETAIL E Ir SHT 1) SEE OFTAIL A Slil 9 IF E DETAlL A F 7, iz 7e 7--- Typ SHT, 10 TIP SEE i-)ETAJL. D SEE EJETAR, A 3111", F i -5" TYP T 2 222' SEE NOTE 2 3 42- L J)EIL JAMBS --- 52' j0pTIONAL i - 62' SEE DETAIL B w OCI AU lDiNTs5iMASONRYINSTALL; 14," 72' SHT IT) TYP 82 OD INSTALL) SEE DETAIL F tNSTA,-L) SHT, T?F ANCHOWNG LOCATIONS OUTSWiNG SINGLE UINiT SEE DETAIL 8 — SCALE: 3/8' SEE DETAIL C SHT, . 10 SHT, 9 ANCHORING LOCATIONS DOBLE Mfw SCALE: 31/8" - 1'- 0" NOTEff7 NOT LTA UPPER SURFACESTILT STPIKE PLATE & UPPER ArTRACAL BOLT STRIKE SCALE 112" H, NGE DETAIL SCALE: 1/ 2" -1' -0" 43,-, NOTE NOTE 6 l - E TAli L 0, LOWER SIURFACE BOLF STRIKE PLATE LAT CH & D- EAD S 0 L T LOWER ASTRAGAL 80! _7 STRIKE STRIKE PLATES SCALE: 1/2" =11'--O" SCALE: 1/2' NOTE K NOTE 7 Q TAI W SURFACE BOLT PLATE SURFACE 30i- T OtATE SCALE: 1/2' =!'-()" SCALE, 1/ 2" ='-O SEE DETAIL A SHT, 9 9'FyP SE F- DETAit, A 6' TYP tSH'T 10 5' TY- 4 3'7YpIxWOODiNSTALI-i MASONRY INSTAL,) Typ SEE DETAIL 6 SEE DTAIL C SHT, 10 E SHT, 9 ANCH( DRING LOCAJ. NS DOUBLE QlJs 114G SCALE: 3/8" =1'- O' NO Ir 5: I CORRt JC- AT;-D rK T IELI SETIERS 1 0 BE Ap -OL O?0TIN'IEF ,IOR EXTEFJC)R SURFACE, A' SPA01C, SHT7',4tl, F,)RI R)TAL OF NINE FASTENERS PER S01E, 2 CORRk-GATED --ASTEN-RS ARE LMILIZEI) ON C0J8LE BACX JAhCS ONLY, f'MIT OtI &)L - P MULL FOST CONFIGURATHONS 3. SEE SHEET10 FOR LATCH AND HIN( 3,E t,DCADONS, 4 SEE SHEt-1, 10 FOR SIDEUTE FASTEREP LOCATIFNS, 5, SEE a2:E7 10 FOR SIDE' UTEE BRAO NNL OCATRONIS FOP WNRTER RGLIND krYJIL',NG ATTAC'HMEN' 6. ASTRACAL ',HWYW B(Y,,T HOLES AT HEAD AND SILL APE AT FASRCATION WHIEN ASTRAGAL 'IS APPIJED AND THPOW BOLT LOCA-PIONS ARE DETERMNED. STIAKE PLATES ARE, ATTACHED iN T'HE FIB-D, 7, TOP ANID Erj7r0M SURFACE BCX--,S ARE AP ,D AT FABRICAT!0N. S1 , 4uc t"yu Al,S0 DRu- E AT rAB ICAT;ON *iEN ROILT LOW,-, W vj D, S &NEWE PLATES ARE All,ACHEC iN THEREt , 'vo ,, Nc,73778 HERMES F. NORERO STATE -f: FLORIDA P. E. NO. 73778 398 El DANIA BEACH BLVD, SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH, NO- 29578 8/ 1, 2108 AS NOTED ViEID S, FREY jW122W8 SEF DETAIL A SHT 9 - ----- SEE DETAIL C SEE DETAIL D TYP FSHT, 10 SHT, 10'1' 9" TYP 91 TYP Ell TYP iz 6' TYP SEE DETAIL I TYP31TYP3 SHT. 10TYP 12' T_ 22;f gq MULL MULL POST SEE NOTE 2 32" DBLJAMBS OPTIONAL -52" WOOD INSTALL)& -62' M "I AS 0, 4, RY INSTALL)(D9ASOP TYP \l --72' L-SEE DETAIL 8 SHT, T3 SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT, 9 QUT 4A'INGUNIT !1,L2_$jLiLLJ T-E QALO) SCALE: 318' = I'-G' S7APi - E ' OCATONS BRAD LOCATIONS D' EZIqL_ FOR ALI SILE! S 7'P SQL r-c Qe IT E L-A , )R ALL ! SCALE, 3118 SCALE: L r s FitL t, TYP FOR HEAD TO MULL POST SCALE SHT. 9 SEE DETAIL C 5- TYP ISHT 0 9- TYP SEE I - 6- TYP SEE DETAIL j--DETAiL A 3" llf'P C3 SHT. i 0 1 SHT. 10 2- 2 0 22"" SEE NOTE 2 MULL POST-\ 32- 2' x I ID8L JAMBS 2 PT 10,NAL 2. WOOC, lTALL] — 62' MASONRY It TALL)c9) TYP 1_ 72' SEE DETAIL F I SEE SHT. 9 DETAIL 5 SHT. 10 I I ANCHORtNG t OCATIONS SINGLE QvTS',dNG LlM1S1T }t f 2 54BELlTE tOX C2-, SCALE 3,18" SEE DETAIL 0 SHEET 9 SEE DETAIL 3 SHEET') LATCH AND HINGE NAULLIONS TYP FOR ALL FRAMES SCALE, 1112'= 1W c rywi,' f, VPiDETAIL ADETAIL 8 TYP FOR HEAD TO SIDE JAIV8S TYP FOR SILL TO SIDE JAMBS SEAL E, 1 SCALE I-lt2'=V-(r NOTES: CORRUGATED FASTENERS TO BE APPLIED ON BOTH, INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +;-VFOR TOTAL OF NINE FASTENERS PER SIDE. 2, CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY, OMIT ON SOLID MULL POST CONFiGURATIMS, 3, SEE SHT 10 FOR LATCH AND HINGE LOCATIONS, 4, SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5, SEE SHT 10 FOR SIDELITE BRAD NAll t OCATIONS FOR QUARTER ROUP40 %4MWV014T%,CHMEf4T, 6, ALLVIEV40 iW, DETAIL 0 TYP FOR HEAD TO D6LJA,%48_ SCALE: z COW a0z < 4j 08i 12108 NOTEL) N qZ 7, 8 7 R 0-4LEAS HERMES F. NORERO WIG I, VVI31) JiTATE QF FLORIDA P. E. NO, 73776 o Jb 396 E. DANIA BEACH BLVD, S FREY SME 338 DANIA BEACH, FL 33004 V022008 FBPE CERT, OF ALITH, NO. 29578 4 F_ DETAIL A 5 TYP SHEET 9 SEE DF 6 TAR A r-SHT I 9- TYR 6' TYP SEE DETAIL D- 44- -TYR SHT, 101 if I III III 1 11 i 2' - 1 12' i. SEE DETAIL C 2 2 Ld a. SEE NOTE 2 32' Lu2 t f MULLLLIPOST OST DOEPLTJAMBS L0NODINSIALL)FMA30NIRY INSTAL L)UTyP 7 SEE DETAjf_ S SHT, 10 SEE DETAIL C SHT, 9 ANCHORINC DOUBLE LOCATIPNS 9,U NLNGSCALE: 3/8" =V- 0' SEE DETAIL E SHT 9 91 TYR SEE DETAI, 1 0 6'TYP zHT If, SEE DETAIL A 1 3- TYR r-- f SHT, 10 JI I 1 11 SEE DETAIL C L - 12" SHT, 10SEE NO E 2 LJ DEIL JAMRS OPTIONAL PAULL POST 2" i D iNSTnL L 6, 1 j. (MA TRYNSTALQ 9) 62- 72' TYP I III I 781-_ SEE DETAIL 5 SHT, 10 SEE DETAIL I BHT SEE DETAIL E SHT, 9 TYP Li X 91 TYP. TYPSEEDETAiLA TYP. SHT, 11 SEE DETAIL, C SI- AT . 10: mu - POST DD RY INS*, Tvp TYP 9' TYP 61 TYR 3" T' YP SEE DETAIL C SHT, 10 WOOD INS OMAS(',NNRY INS SEE DETAIL SHT &I SEE t? ETAI A RHFET L—S' -,Yp f- 4 3' TYR TYP SEE DETAIL A SHT, I' . SEE DETAIL 8 SHT, 10 ANCHOR;,NG LOCATi N' . D&UEILE 0 U w I Kx SCALE: 3/8" =1'- O" NOTES; CORRUGATED FASTENERS TO BE APPLJED,DN5OTH, INTERIOR AND EXTERIOR SJRFACES AT SPACING SHUv'VN, FOR TOTAL OF NINE FASTENERS PER SIDE, 2, CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3 SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4, SEE SHT 10 FOR SIDELITE FASTENER. LOCATIONS 5 SEE ENT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR 00ARTER ROUNDMOUNDiNG ATTACHMENT, 6, ALL VIEWS FROM EXTERIOR. F P- z z Ucti Lw WOO ? c T n - i, i p ,, T _: w Z AfJll , " p " SEE DETAIL5 73, 778 't AS NOTED SHT 10 1 HERMESF, NOREHO rlv. 8 1 WED FLORIDA Pl. NO. 73778 398 E. DANIABEACH BLVD. S.FPEY SEE DETAIL F A su ITE SHT, 9 ANCHDPjNG LOCATOINS SINGLEqz M l I DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO, JW 22008 SCALF 318 =Il_ o IAN" 29578 L 4_ 4 5,18-1 7! T- WO9)O JAM: FINGERJOINTED PINE 2 SCALE:3"=I'-O' 3 4 21' CCMP" SS'o" ( 1-gilEATH RSTIKIP VINYL SCA-E: 6" -3. L' LE7Z7`711 IILO K PINE SCALE. 3"=l -0" 4 - ------ -- A- 1 "'q° MN) 1-1-u 01i SCALE; 3=1'-j' T, 5 3,18- OPTIONAL OU TiCIvViNG THRES14OLD AFC0 A-496 OfS BUMPER SILL WITH PINE SUBSTRATE SCALE:6 =1'-O' ti OUTSWING THRESHOLD SCALE: 6' =I -0' SITE PLASTIC e--) A Ad A SECTION A -A 3 CTION B-8 3) ST .GAL SCALE: = V-0' W '5)A!A STK!,!Sf-LA E OLT 3' 6-_ a6' 6,a6'3T6ALVhVNUM SCALE. 3'=I'-O' NOTE 1 314'- 1 3/4' 1 2'CUT LENGTH 2 OR BOT-rom amFv Q VPLASTIC PYLRIE ON SCALE: 3'=V-01' Cr 12Q#.fl1 SCALE: 3"=V-0' SCALE 3" 314 1-1 9/32' V4'MIN 1 !,32"- IVES SURFACE --Q_QLT TEEL SCALE: 3" =V-0" IV S SURF?( 4 -E SCjj3jRij LAT STEEL - - E- SCALE: STILES AND RAILS P I GE 'AI18TILE LAWNATED VENEER LUMBER,ILVL) SCALE: 3' = 1'.0' 314" cl IVFS SURFAC--qOj, Sf!&C_EIR , - LSTIC SCALE: 3' z I '41," 1-USE410WOOD ' IN -NSTALLATION PCREW W1,50MIN. EIaEcMENT WHEN INSTALL NG INTO WOOD SUBSTRATE AT HEAD I IMABS, 2-USE #8 x 2 1,2'PFH WOOD SCREW WHEN ;NS TALL ING INTO MLJLLfON---. JSE 3/16* ITW TAPCON ANCHOR 'All I !i4'M.IN, EMBED WHEN INSTALLING fNTO CONCRETEIMASONRY SUBSTRATE AT SIDELITE SILLS, SCALE: 1/4" I-q , TOM RAIL 25 GA. STEEL-- SCALE: 3"=T- 0" 7 HIM HIM APL gOSTLAMINATED VENEER LUMBER ( LVL; LATCH f- I _ TLLE AI L - 4ATED VENEERLUMBER {LVL) T, NIR SCALE: ivAS -;) TRAGAL , r3- STn. COLDROLLEDSTEEL ZINC & YELLOW CHROMATE SCALE: 4 5, 18' IUEIUSAQIKIAA s SCALE: 6' r ' G s F IV,, -11". O N(, a 1778 TA - tIi j 0 a- LL C' j Z co UJ T co E to co AS NOTED HERMES F. NORE130 --- FLOMDA P.E. NO. 73778 398 E. DANIA BEACH BLVD, S. FREY SUITE 338 DANIA BEACH, FL 33OW PE CERT. OF AUTH. NO. 295-ro A 04' A OUTSUE FRAME VIEW s F- QTJ jQJ14 19 - B VENTED HALF UTE SEE DETA), A SEE DF7,A« 8 B— INS!DE FRAME VIEW 2"AIRGAP 1 /8" TEMPERED J < 77 LU QEAiL A 3/4" MAX GLAZjNG DETNL PANEL T H K, AT HEAD RAI, VERTiCLE CROSS A' Ec fot" 1 11.11LE11NW'r1' VENTEr HAL' 1 L;TE 7 1 / 2- AIRGAP Lu w0uJW 1 /a"TEMPERED— dji—i —1 //8" TEMPEPED z Z P- 21 Lu Q-I 10 0 I I J_ 4 1 /8'TEMPEPE 1/2"A)RCAP— D GLAZ#NG DE7A!3.- AT MEETING FA?', NOTES: 0,1"WIF15 ET,4 FOP. ITEM DF5CRIPTIONS, F tile. 7377C) AS NOTED E SHERNE F. NORJEROH -R-ES F. O"RI NOATEQrFS ?,!.ATE P EFLORIDAP.E. 140,737787" vvso 398 E, DANIA BEACH BLVD. S. FREY SUITE 336 1>' DANIA BEACH, FL 33004 JW1220M BPE CERT OF AUTH, NO29578 14_ NAiEI Al I IST t VENTED HALF 07, E ONLY; ? TE 9 PART P!u j f3 SGRiPTIL N 6dATc.F lL _ C7 CL U 1 16797 00 INNER FRAME SPARTcCH POLYCOM PP53 30, REF NOA 13 021003 LL cv1 — —— µ2 i 679E -Q 30 ? OUTER FRAMESPARTECH PtOLYCOM PP53330, REF NOA s 3-02 19 03 a`j MM,' 3 i 16798000 j FIXED UPPER SASH I i SPARTECH POL` COM PP53330, REF NOA S 02 +9 0. 4 145739-000 HOT MELT CAULK (8 LOCATIONS) 1 AR i 100,E SOLIDS BUTYL EL.ASIOMER- 3 < q ui < S 5 1 825000 I GLASS, 314" x 1E , 913? x 3 6 3 7 j 1 6 t ? 3J4" INSULATED GLASS ASSEMBLY 7) co y 0- 16 25 0'JO fig x 2' FAN HEAD SCREW 14 ZINC PLAITED SITED. 7 12207-000 ` #6 x 3/4 PAN HEAD SCREW 7 ZINC- PLATED S4EE; 5 36609 J^G SAFfEY x_OCK 2 ; NYLON 616 9 16529 {30 4 x 1f4 FLAT HEAD SCREW 6 t Z NC PLATED STEEL_ 0 1 7041 -OOG FIN SEAL, ROLL 4' !FROM ROMSCHLEGEL CORP.. RSEP ENE DUST SEALLa w 6799- OOv ,OWER INNER SAS l ?AR. EL H PO'•_YCJM PP5333v, Rc. N!1F>. 3 ' 9 v p 12 , 806-OOC RIGHT` LATCH .-._.._.,_._......_____-.--_._,.._Y`ON 6 ao,,,D z af 3 : 6P,07- OOO - LPr, LATCH NYLON 6 > }.; 14 6537- C C LON SEAL. (z SIDE LflWER SASH) OM SLR GEL COPP: a LON2 WEATHER SEAL11 516800 - G00 i LO hER 01 ! I ER SAS SPAR, ECr PO YC OM RP5333, RE NOA ' _ 9 03 r, SCREEN FRAME a PAR;ECt-! PfJL" t Pa3:i3 i. ' dilA ' - { ul 9 YrU02"903 fY z ` a,,, v j 17116831 - OGG ' WEATHER STRIP PPG, OUTER SASH 2' FROM S HLEG='_CORP.: POLYFLEX WEATHERS N j 1S DOW !199 -1 AR SILICONE SEALANT s .., 9 6E3G 000 WEATHER STRIPING (2 SIDE I OWER SASH) 33' ' FROM SCHLE t CORP . Pv YF_EX WEATHERSTRIPP3ING a r — - 20 5838-000 0,112 0.0. SPRING i 2 € STAINLESS 302 AND 304 21 4234- 100 € SCREW HOLE PLUGS `i 4 : SPARTECH POL.YCOM 0..._ NOA h 9, 3 PP5333ii, REFPdOA : CJ2 9 Ci., 22I "5641- OOlz 0 s1j'6 SiNGs E' SIDED FOAM TAPE 5.3' POLYOLERN FOAM, ACCRYUC ADHESIVE 23 i6968- U©0 SCREEN CLOTH 21x 24 F,BERGLASS 24 ?C046-OOv I SPLINE 61'PVG N 1J1i 11111,, SGF nO.'.. 1 # i , # f r + Cl -) I rd# AS NOTED i i HERMES F, ERO V INBD S AT wF ;' FLORIDA P.E, NO, 73776 41 L ,r, ": 398 E. DANIA BEACH BLVD.. e SPREY SUITE 338 X /o,1..,.•-' e' DAP# IA BEACH, FL 33t394 f1 1f1/r111iaet°xx FBPE CERT, OF AIJTH, NOfl 295?8 G rh +8 Florida Building Code Online I* Page I of 4 10,11, W101010ORION= MORI MINE >, I, IV "a i IN, 1MIX, ME VMS' '1111r"-T =114141=11=211101T BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F5C Staff BCIS Site Map Links Search OrProduct Approvali USER: Public User ft99mr Ar v I.MgPm > ftg r J&Aj12n-$gari;,h > &WJKgRn Ug > Application Detail FL # FL22363 -ROg, 10 11 W Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Masonite International 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) U4111401A Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 05/16/2017 Date Validated 05/22/2017 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr—app_dtl.aspx'?param=wGEVXQwtDqs3M6m9%2fK... 1/16/2018 Florida Building Code Online Page 2 of 4 10 Date Approved 05/29/2017 Date Revised 11/21/2017 Summary of Products lei, Number or Name FDescriptionio 122363.1 Fiberglass Side -Hinged Door Unit 6-8" Op od rip 6_8., u FL # Opaque I/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 7 IZ. tL&L(tf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the ELZZ30 SA IL FLQI87. f Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements do exceed the Created by Independent Third Party: design pressures listed. 3'-0" x 6*-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not in the ELZ2363 R AE Op f Wind Borne Debris Region, See DWG-MA-WL0187 for FJL_2_0U__R9_AE__514Q_14_pdf details. Created by Independent Third Party: Yes 22363.2 Fiberglass Side -Hinged Door Unit 6'-8" Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 17 f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +60/-60 Installation Instructions Other; Evaluated for use in locations adhering to the ELZ_23_§3RQJJ_ FLQ"j.p_(ff Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements do exceed the Created by Independent Third Party: design pressures listed. 3'-0" x 6'-8" max nominal size, Evaluation Reports Hurricane protective system required in HVHZ, but not in the FUZM3 RQAE_5_t401_Q.lf Wind Borne Debris Region, See DWG-MA-WL0187 for fjL_ZZa0_U__AE_5jAk14_p_df details. Created by Independent Third Party: Yes 22363.3 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door wl or W/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +50/-50 Installation Instructions Other; Evaluated for use in locations adhering to the ELZZbjB0_U_ FLQ1U.pSJf Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements do exceed the Created by Independent Third Party: design pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not in the 2Z30_RQ_AE 514910:pdf Wind Borne Debris Region. See DWG-MA-WL0187 for EU2263KQ_AE_5j4QL4_"f details. Created by Independent Third Party: Yes 22363.4 Fiberglass Side -Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the F2Qf R II FL 1 . df Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements do exceed the Created by Independent Third Party: design pressures listed, 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ and the Wind FL2Z3§3 R9_AE 14Q_Q8.pdf Borne Debris Region. See DWG-MA-WL0189 for details. Created by Independent Third Party: Yes 22363.5 Fiberglass Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ELZZjU Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 05/31/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements do exceed the Created by Independent Third Party: design pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ and the Wind EL2Z3C jRQ_AE_5I4D9_,pdf Borne Debris Region. See DWG-MA-WL0193 for details. E_L2 3 R_Q_AL5I4Q_t2 pA _ Created by Independent Third Party; Yes http://www.floridabuilding.org/pt-/pr—app_dtl.aspx?param=wGEVXQwtDqs3M6m9%2fK... 1/16/2018 ci cifMASONITE.-_...__.._.__ __._.-.._ --- 749' 1dAk, e')Yf,,2Ax`.i. ii?A?A€ WON cc _ 3; , FIBERGLASS DOOR UNIT aax s r cI_ - _ AnE WIDTH ups' M . c 6'-8" DOUBLE DOOR WITH 1 WITHOUT SIOELITES1 N IAST RCn . FRAM[ 11tDF =- 47u = VAS.U,AT£J FOR USE IN _OCATSOhS Ai)MEFc?P3. TO * '% THE FL OR C90E AND WHERE PRESSUREi i REQUIREMENTS AS DETERMINED BY Aa. E 7, MINIMUM > ' s ? 3 t£_- # ?:.-- ice_. ! ; u' F- DES3{??t tflaUS FOP, HUIL6shSGS AND f3TFtF_R STRUCTURES, DOFS NOT EXCEED THE DESIGN FRESSORES LISTED _; } s ,----'-r,- -,-- --- s ? uj 2 WHEN NSTALFD IN THE KIGH 'VF OC'TY HORRICANE ZONE IRWZ), H RRT'ANE PROTEC VE SYSTEM (S UTTERS) IS REoutREv. m t !I ; # a' to 3. WHEN INSTALFCN THE WIND-BORNE DEBRIS REr1*N. TX LVINIG THE NG'H A CCI` HURRICANE ZONE (4VHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REG )PED ON OFAOUz PANELS Or PANELS WITH :MPACT GLASS, BUT'S R 3UiREC) ON PA.N£'s.S WaH NON IMPACT GLASS 4. P sriRETHANE CORE FLAME SPREAD NDSX OF.`0 AND SMOKE DEVELOPED R&EX 3F 60 PFF, ASTM E34. S.. FAST) S T£STIW 999 # k s TESTSCRIPTION 0ZSCpN,, *N FACING £(TE 'r RA.Ufi 3 S££.r 1G4T3T! a TEVP AS -TM ii352S s 75s f j o>{Y F f 842 'F > 650 F I _R RALlTE OF 8` RN#stG Ar id D635 0.55 i{#jM# 28 #?d M P. I# j y Ll aeorcfD£ NS'il"j 02843 t 53.4% I0.2,7 s'"FNSi! 6. P AS?',CS TESTING OF WORLDWID£. COVPOSIT£ FRAME (WHERE USED), q E. T DESCRJPTON DES*W50f, _RESJi SELF IGNITION i£Mf' _ ASTM D9929 ?79 f > {sC PR.E OF El3JKP7ttiE # A5'"M D635 f3.fl Mi,# AS'M G' 2 # 3' 07 e #LE Ssr ENG.i"• AST# D638 _ 3.6% COMPARATNE TENSILE STRENGTt3 AFTER WFATraERN0 -:, 'k, „„~7, 4500 HOURS XFNON AFIC, METif0., d Remw8f, I G 17h r g ' ( 4 t{ Sg } E lid'• rl 1{ Li ii T '. 4r '' 1I q {I E d e....... (- 9. l, r 6 #' F1 ij 01, It % m WHEF' W P . N TR i^ F`R C7RMANC iS ,. DfSI{'N PP_SSO£?_ PA IN REICOIRED, TO BE 57 OFNDESSGN PRESSu'RE a*ar' 4f2€f 7 s TABLE OF TLSNit" vTG s rg `j.. I,+AX i D Fd._7..__ .A -"WING 0 W'IN=tJSY` fuG BUMP€R (J S .Z_.:SEftd£S J S HIG'r3 ErAJ.# v _ t ._..._,._.. 4 IT c 375 ?'f6J I5 CBO % -BC.O N A i +25.G -25.G ts£.p -4Q.0 6{ .p l 5 0 s cv4 1S 7 _T* ,FiG. E£.L'!A'3'JNS & GE:SvERA1. MUTES .... # XX i4 .. +F3;'Y_.p 5':_500 i _ A' 25.0 I -- 25.{ 3 +40.0_-4G,Ur+50.0 1 SC,.`J ...._..w__._..._.___._.. t R:SCMrJRiikG CATIONSC. J& U£'TAIC.S .__ (x0 75 +SD,f;-50.0+5010 -C;C t25.0 --25r +400 _.4it. -r p.v 3 %vtiCH4Ai#iG L CAT?fJN`: t i`viAi4.S._.WW_ ._.v..._ _.. X/j ii25"'".... +B; 7.SJ SOO-t5{3.G y -SOLO +25,G_ -'2 .0 :+40,0--d6,C t J.0 50.: YUPT BALTHAZOR 7 _ _ t:C.O / -. fL' D .-:O0 SJ,,,_.. s_*25.4 ....[SO !..+43u -4v.0 t5'-i.(350. Cv _naa_.aOrg7_., SEE DETAII i 375' i- LN-S -1H,R1ES tj Q 482" Z- SFRIES--Q/-j R HOLF m 10 x 518 x 5/8 10 x 2-112—"--T- x 44t # C 10 x 518 DETAIL- " C in f 1 047' P41'('11 21 SEE DETAIi 2 ri 2" 2, ETAIL --"L "-AS GAL ATTACH ASTRAGAL RETANEFi 301 7 STRIKE PLATE TO FRAME AS SHOWN. EE DETAi, C, ASTRAGAI RETAINER BOLT HOLE DPLLED RC,',IjGH THE THRESH&LD e,( INIC) THE S- Rt1C7tlRE DEEP 1--NOUGIH r jRA 1,375" -,i-iRow LCLAILI ' F" ASTRAGAL 1114' tic - A TER LMEAr- T3 A' LA 5 lax7 IN hL DW- MA-FL0187-17 SHFE7 2 OF n SEE D-'TA"L I >` _,, 2 AT At.^3T L ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ElY ROBERTO LOMAS, P1SIGNEDANDSEALL FLOR)DA #62514) WITH THE LOWEST (LEAST) FASTENEP RATING '-ROM 'HE DIPFERENT FAS7ENERS BEING CONSIDERED FOR UAMB, HEAD, AND T4RESHOLID FASTENERS ANALYZED FOR THIS UNIT flNCL'UDF 10 WOOD SCREWS OR 1/4- TAPCON'S. A PHYSICAL SH' M MUST BE -'LACED J, SHIM SPACE AT EACHI ANCHOR LOCAT K)N 7APCON EDGE -DISTANCE MIN 2 -11/2", WOOD SCPEW EDGE DISTANCE VIN 3/4' 1. 25-- _T SHIM, TYPiCAL MASONRY ANCHOR ! INSTALLATION 2, THE WOOD SCREW S:NGLE St:EAR DESIGN COME ;,RC,,v Afl_-+/ AF&VA NDA COR SOJTHERN PINE LUMBER AND lC-,'lEiVPmENf VE PCONVJSTC, OF1-1,12" VR,`IMUV EY19EDVIENT. THE T A A H1 MINIMUM EMBEDMENT OF 1-1/4". 3 WOOD BUCKS By OTHERS MoST BE ANCHOPEL) PROPERLY TO TRANSFER LOADS To S-,RtJCTjPE 4 VINIMUM DES!°u"v' VALUE ST!RENNGTH OF ANCHORS 155 LBS, n: t LD_W_AEE HEDU LF 1. KWXSET SERIES 400 GRAD-11- 35 CYUNDRICA- AY' H AND 1SFP` ES 980 GRADE 11 DEADLOCK HARDWARE TO BE !NS7AL,,Ecll IAT 5-1/2" CENTERLINE 24 FULL VIORIJSE BUT-1 HINGES. I' XI/2' CORRUGATE) #10X2- WOOD SCREW 3' FROM EACH END 6" FROM EACH FNN() AND 7" OC tND 12" OC fi AFIILIC , E ___ AC c 1 LAX. 4- 1 wA LK COME ,:NOATION OWXOOD CCFABiNA WOOD M -i ; L , N "8 JLLJN (PHED) It'k LO w,4 0.25" MAY TYPICA- 'WOOD - RUCK ANCHOR !NSTAL' LATION 3) #10X2- 112- WOOD SCREWS EACH END IN7E'RAL W C; 0 0 4) I OX2 W. 0 SCREWS PACH END NTEGRAL WIN I -N ' HIS' M? I] c INSTALLATION NOTES- 1, ONE II) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2, THE NUMBER Of INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION Of THE MAXIMUM SIZE LISTED, 3, :145TALL INDMDUAoINSTALLATOON ANCHORS WITHIN A TOLERANCE OF 1112 NCH OF THE DEPICTED LOCATION THE ANCHOR LAYOUT DETAIL (I E,, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHJM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 5 THROUGH FRAME: FOR ?NSTALLATICJN INTO WOOD FRAMING USE 410 WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1/2 —INCHM;NIMUM EMBEDMENT INTO WOOD SUBSTRATE, 6, THROUGH FRAME: FOR INSTALLATION THROUGH IX SUCK TO CONCRETE/MASONRY, 08 DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCONS Of SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT, 7 THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR, 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO TCHTE—VEA MINIMUMOf3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE 8, THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH. TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9, THROUGH f1hL FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #8 SELF TAPPING SCREWS THROUGH THE FJN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE 10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 12, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL LNSTALLATJON ANCHOR5 INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCX OR EDGE OF MORTAR JOINT INTO FACE SHELL Of BLOCK, 13, INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, 14 INSTALLATION ANCHOR CAPACITLE5 FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A, WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, 8 CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C,90 WITH MINIMUM COMPRESSIVE STRENGTH Of 20M PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2OW PSI, D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSj, E STEEL - MINIMUM YIELD STRENGTH OF 33 XSJ MINIMUM IS GA, WALL THICKNESS F. ALUMINUM - MINIMUM ALLOY 6063T5. MINIMUM WALL THICKNESS OF SERIES 130 SINGLE HUNG WINDOW jENEPAL NOTES 1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA 8WIC) ING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING To THE FOLLOWJNGr. AAMA/ WDMA 101/1,5.2/A440-05/08 AAMA450- 10 2, ADEQUACY Of THE EXISTING STRUCTURAL CONCRETJMASONFEY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, IX AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR. THE PROJECT Of INSTALLATION 4, THE 'INSTALLATION DETAILS DEWR15ED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SJTF CONO)TIONE CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-FJVHZ AREAS. S, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL: PVC 7, 015SIMH AR METALS INCLUDING FASTENERS T14AT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FED, 8, GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS SEE SHEET 7 FOR GLAZING DETAIL. IMEETT E- SI- IA TABLE OF CONTENTS SHEET DESCRIPTION GENERAL & INSTALLATION NOTES ELEVATIONS ANCHOR LAYOUTS - TII-ROUGH FRAME ANCHOR LAYOUTS - THROUGH FIN B VERTICAL SECTIONS IS A HORIZONTAL SECTIONS A MULLION TAILS Il DETAIL MAX O. A.SIZE WIDTH HEIGHT CONFIGURATION DE51C MI " ECE 7-,- PRESSUREIMPACTAA53, 77' OIX 50 REIS ;57TMPACT 1"108 0 J O/X 50 PER NON -IMPACT 11 _w 0 / DOUBLE O/x -J- 50 PSF NON -IMPACT 96 'w"' 50 FEE NON -IMPACT 111. 77" TRIPLE 0/X 50 PSF Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date., 2015. 08.24 10:02:49 -04'00' 9001 A" 55AE,4JJ1 i CLAS TEXAS 75247 TI I IZIFJ 637,k6% Fx J21A) 424,6714 z -z" z j yz 6 co :: E ca Z _3 0 Z " U- c Q 3:FTMz0 n Q 1 OF 7 UNIT MAX. WIDTH 538 SASH MAX. i WIDTH 50 7/8" A E 1 6 b t' 6 S UNIT MAX, HEIGHT 77" i SASH MAX. f HEIGHT SASH MAX. WIDTH 45 z%a" i H« D.L.O MAX. WIDTH 48 Y4" ii O.A. MAX E HEIGHT b yi 10 1" j UNIT MAX, j HEIGHT i 72" D-LO. MAX. SASH MAX. HEIGHT HEIGHT 34'4" 35" UNIT MAX. WIDTH 48' La D.LO MAX. WIDTH 43 Y4" 010 MAX WIDTH 673 O A MAX. HEIGHT b 108z" I I UNIT MAX j HEIGHT 72" SASH MA D.LO, MAX, HEIGHT HEIGHT 35' 32 g/6" TYPICAL ELEVATION TYPICAL ELEVATION SINGLE HUNG Q.A, MAX. SINGLE HUNG W1 TRANSOM SASH MAX. i'----- . WIDTH 961" --- 2 WIDTH 457 D.L.0 MAX. L WIDTH 43 gA /is SASH MAX. WIDTH 331%a" UNIT MAX. v HEIGHT 1 ``./ 84" UNIT MAX. J HEIGHT77 1SASHMAX. HEIGHT X.7"X.: Ll D.L.O. MAX, SASH MAX. HEIGHT HEIGHT41"38 la" 37 Y," t M E _ UNIT MAX. 5 5 WIDTH 48" TYPICAL ELEVATION MULLED TWIN SINGLE HUNG Q.A. MAX, WIDTH 72?" X, ----' i D.L.O. MAX. I HEIGHTNX' 7 3 " X. / f t W 32Y4" j %/l E f/ D.L.O MAX, WIDTH 31 fib' 8 M SASH MAX. 9 5 5 WIDTH331 tUNIT MAX. WIDTH 36" TYPICAL ELEVATION TWIN SINGLE HUNG WI TRANSOM O. A. MAX. WIDTH 109" D. LO MAX. WIDTH 31 Y8" Ack AI. UM O. LLtA0 4M8a5S.!50R2447 S, 'fExAs 75247 pK.{ 214)637-269 FX.{ZA)424-6734 m myyqyy p 13 0 V) j '< Z H > y W wS U<u u V) w Hm W SqW K7 m Z m m T. u+ w Z Vipm;; o N w w o m a F <+ i a o n . o o ICI 0" 11 1 ,*`"-o X" im3 V UNIT MAX. 5 WIDTH 36" TYPICAL ELEVATION MULLED TRIPLE SINGLE HUNG D. L.O.MAX. HEIGHT i . "'t)"'• 4 34' j6„ w, 6 m -z eRr zi vZ oQavaDWG #: ATR0bb SHEET: 2 OF 7 Ack AI. UM O. LLtA0 4M8a5S.!50R2447 S, 'fExAs 75247 pK.{ 214)637-269 FX.{ZA)424-6734 m myyqyy p 13 0 V) j '< Z H > y W wS U<u u V) w Hm W SqW K7 m Z m m T. u+ w Z Vipm;; o N w w o m a F <+ i a o n . o o ICI 0" 11 1 ,*`"-o X" im3 V UNIT MAX. 5 WIDTH 36" TYPICAL ELEVATION MULLED TRIPLE SINGLE HUNG D. L.O.MAX. HEIGHT i . "'t)"'• 4 34' j6„ w, 6 m -z eRr zi vZ oQavaDWG #: ATR0bb SHEET: 2 OF 7 o ICI 0" 11 1 ,*`"-o X" im3 V UNIT MAX. 5 WIDTH 36" TYPICAL ELEVATION MULLED TRIPLE SINGLE HUNG D. L.O.MAX. HEIGHT i . "'t)"'• 4 34' j6„ w, 6 m -z eRr zi vZ oQavaDWG #: ATR0bb SHEET: 2 OF 7 6' FROM CORNER, TYP. fi 16 Y," MAX, Q,( ANCHOR LAYOUT SINGLE HUNG - THROUGH FRAME 6" FROM CORNER, TI/P i 14,V2' MAX, O.4 6' FROM CORNER, TYP 6' FROM CORNEA HEAD/51U, TYP, 19 MAX, 0,4 6' FROM CORNER 6' FROM 20" MAX 6° FROM CORNER HEAWSILL, TYP, O.C.HEAD/SILL, TYP, CORNEA, TYP 2) INSTALLATION ANCHORS t"JLAjaqL)lTJL DA A 5 TEXAS 7EZ47 F 214)S374696 FX 21C 4ZI 673X jz THROUGH MULL CLIPS PER NOTES 5-7, 6INSTALLATION Z " a. > SHEET 1, 0 A z I 19 go lzMAX.'160. C, IDz T'j x ANCHOR LAYOUT SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6' FROM CORNER HEAD/5ILL, TYP NSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET I MULLED TWIN SINGLE HUNG - THROUGH FRAME 6' FROM CORNER, TYPfi 16 Y4- MAX, 0,4 ANCHOR LAYOUT TWIN SINGLE HUNG W1 TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TYP. WSTALLATION ANCHORS i HROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET 1, MULLED TRIPLE SINGLE HUNG - THROUGH FRAME I 14 ca z -1 z c I-- Q Z DWG A'rIrD%066- SHEET: 3 OF 7 4" FROM — .. 11 CORNER, TYR 8" MAX, O.C. 4" FROM CORNER, TYP, 8. MAX. OC. ANCHOR LAYOUT SINGLE HUNG - THROUGH FIN ANCHOR LAYOUT TYP, FOR TWIN A TRIPLE MULLED UNITS - THROUGH FIN 4" FROM CORNER, TYP, 4" FROM CORNER HEAD/ SILL, TYP. 8- MAX, O. C. FROM CORNER EAD/ SILL, TYP, ANCHOR LAYOUT TYR FOR ALL SINGLE AND DOUBLE MULLED UNITS WITH TRANSOM - THROUGH FIN 4" ;: Dr)M CORNER SILL, TYP, 2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, SHEET I 2) INSTALLATION ANCHORS THROUGH MULLI INTERIOR )A THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, NCLIP, TYP, SHEET 1, WINDOWWINDOW FRAME, TYP--' ---FRAME, TYP. 12' XI-1/4"XI/16" GALV STEEL PLA EXTERIOR (6) #8 X 2-112- SM5 ALL MULLION INTERSECTIONS AT EACH PLATE INTO MULLION PLATE DETAIL WINDOW FRAMES LLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR MULL CLIPS PER INSTALLATION NOTES 5-7, SHEET I 0 ao z A 4 5 Z0. m to I co Z uj Lu In co dK L'; a. LL J) • ok,'- C 0* -Z AT) FON066 SHEET: 4 OF 7 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY d 2X — WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS B WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS t PERIMETER - SEALANT O.A. UNIT BY OTHERS HEIGHT EXTERIOR SEE GLAZING DETAIL i Y2" MIN EMBEDMENT F. MIN. EDGE DISTANCE VERTICAL SECTION 5 SINGLE HUNG HEAD - 2X WOOD BUCK THROUGH FIN SEE GLAZING DETAIL EXTERIOR — i O.A. UNIT f INTERIOR HEIGHT sfa" ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY A 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS OPTIONAL) EXTERIOR FINISH BY C)THFI25 SEE GLAZING nc wn 2 1/2" MIN, EDGE DISTANCE 1 1/4' MIN. EMBEDMENT PERIMETER — SEALANT O,A. UNIT BY OTHERS / HEIGHT 1 I EXTERIOR INTERIOR SEE GLAZING DETAIL VERTICAL SECTION l % MEETING RAIL 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL C VERTICAL SECTION 5 TRANSOM HEAD - IX/CONC./MASONRY THROUGH FRAME SEE GLAZING DETAIL EXTERIOR - O.A. UNIT :INTERIOR HEIGHT _ PERIMETER 1/4" MAX. PERIMETER t 1/4" MAX. SEALANT r SHIM SPACE SEALANT i SHIM SPACE BY OTHERS 1 BY OTHERS 1 SEALANT OVER SCREW HEAD l EXTERIOR FINISH 1 1/4" MIN. 1 1/4" MIN. EXTERIOR FINISH BY OTHERS EMBEDMENT EMBEDMENT BY OTHERS PRECAST SILL OR CONCRETE/ PRECAST SILL OR CONCRETE/ 4• CMU BY OTHERS e j CMU BY OTHERS , S6" ITW TAPCON ITW TAPCON 1IMIN. EDGE INSTALLATION ANCHOR 1MIN.£ DGE INSTALLATION ANCHOR — DISSTT ANCE NOTES; DISTIST ANCE g VERTICAL SECTION 1 SILL ANCHORS ARE FOR FACTORY VERTICAL SECTION MULLED UNITSONLY, SEE SHEET 3. 1 SILL - PRECAST CONCRETE Z USE (1) SILL CLIP PER ANCHOR J SILL - PRECAST CONCRETE THROUGH FRAME LOCATION. SILL CLIPS ARE TO BE *"/ THROUGH SILL CLIP USED IN MINIMUM 14 Y4" LENGTHS. acr e anss aa acv Pt!: ,2', i)£35-2>i9b fx ;2;A}aTtfiJ% 3 00 H# a v ra tZ}}< 55 , 7 ' zx ai 4 n uj Z x'rs ra 4 ui 4 a C c M g 13 3 THREADS MIN. PENETRATION BEYOND 1 1/4" MIN, CONCRETE/MASONRY BY OTHERSjMETALSTRUCTURE Am METAL STUD FRAMING } 1!4" MAX. EMBEDMENT SEALANT BETWEEN BY OTHERS SHIM SPACE 1l4" MAX. CONCRETE/ MASONRY & 3X SSS SHIM SPACE WOOD SUCK BY OTHERS 10 SELF -TAPPING SCREW INTERIOR INTERIOR 0 1X WOOD BUCK INSTALLATION ANCHOR BY OTHERS C-5 2)t372696 FX. M4)ATa-bJ}s 3/4" MIN. EDGE fib" ITW TAPCON DISTANCE INSTALLATION ANCHOR z v m i Z N21/2" MIN. SHEATHING w 2 z < u BY OTHERS EDGE DISTANCE o c ma EXTERIOR FINISH OTHERS SEE GLAZING SEE GLAZING u o EXTERIOR DETAIL DETAIL EXTERIOR uj u) a o PERIMETER SEALANT F u O.A. O q PERIMETER SEALANT aBYOTHERS UNIT - UNIT --j BY OTHERS b WIDTH WIDTH uj EXTERIOR FINISH < o BY OTHERS o 0 HORIZONTAL SECTION HORIZONTAL SECTION m 6 j SINGLE HUNG JAMB - METAL STUD FRAME SINGLE HUNG JAMB -1X WOOD/CONC./MASONRY THROUGH FRAME THROUGH FRAME Z } 3/4" MIN, EDGE Z DISTANCE 1 112" MIN. _ CONCRETE/MASONRY BY OTHERS m 1/4" MAX. EMBEDMENT ~$ SEALANT BETWEEN ZMETALSTUDFRAMINGOBY OTHERS SHIM SPACE 1/4" MAX, CONCRETE/ MASONRY & 2X W V B SELF -TAPPING SCREW SHIM SPACE WOOD BUCK BY OTHERS a INSTALLATION ANCHOR INTERIOR INTERIOR BY OTHERS 2X WOOD BUCK t 10 WOOD SCREW INSTALLATION ANCHOR o 3 THREADS MIN, PENETRATION' 2 BEYOND METAL STRUCTURE SHEATHING 3/4 MIN.>fl BY OTHERS EDGE DISTANCE OklZ SEALANT BETWEEN LL FIN & SHEATHING z 4 EXTERIOR FINISH SEE GLAZING SEE GLAZING BY OTHERS EXTERIOR DETAIL DETAIL EXTERIOR PERIMETER SEALANT f' i jc PgO>` O. A. O.A, BY OTHERS rat UNIT — UNIT EXTERIOR FINISH WIDTH WIDTH BY OTHERS o 3 V Z E HORIZONTAL SECTION rHjHORIZONTAL SECTION DW&# jj''( TRANSOM JAMB - METAL STUD FRAME 6 TRANSOM JAMB - 2X WOOD BUCK A TR06 THROUGH FIN THROUGH FRAME SHEET: 6 OF 7 INTERIOR t8 X 2 Y2" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4- FROM ENDS 13" O.C. THEREAFTER SEE GLAZING DETAIL GLAZING EXTERIOR SILICONE 8 X 2 Y2" SCREWS THROUGH BOTH FRAMES (OFF5ET) AT 4" FROM ENDS 27" O.C. THEREAFTER SEE GLAZING DETAIL K HORIZONTAL SECTION INTERIOR VERTICAL SECTION -J--i L---' I 7 1/2' VERTICAL MULLION Y2" GLASS-4,- 1/2' HORIZONTAL MULLION BITE NOTE: GLASS SHALL MEET THE REQUIREMENTS EXTERIOR OF ASTM E 1300 GLASS CHARTS. i/4" O.A. INSULATED GLASS GLAZING DETAIL INTERIOR E t8 X 2 Y2' SCREWS THROUGH BOTH RAMES (OFFSET) AT 4- FROM ENDS 13" O.C. THEREAFTER SEE GLAZING DETAIL #8 X 2 Y2" SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4" FROM ENDS 27" O.C. THEREAFTER EXTERIOR rORIZONTAL SECTION 11/ 4' VERTICAL MULLION JOPTIONAL) TEPIOR SEE GLAZING DETAIL VERTICAL SECTION 11/ 4- HORIZONTAL MULLION OPTIONAL) A. AJIR9" 9ml M48A5SADb .OW 0A " S T XAS75247 z 2zl 00 ID gi 4K Mill m z Z3 z Z Qvv& #; ATR066 IEET: 7 OF 7 Florida Building Code Online Page I of 3 1112 2 1=1 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff BCIS Site Map Links Search dProduct Approvalbr4USER: Public User Erq4ga Aagrqv rAgajj n r > Application DetailALMMM > Pn49q-9- I > Ap FL # FL14108-RI0 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Ernail Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association 5t;111114md AAMA 450 AAMA/WDMA/CSA 101/f.S.2/A440 Method I Option A 09/18/2016 09/21/2016 Year 2010 2008 http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsKhgANvDg/"... 1/16/2018 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 09/21/2016 Date Revised 06/27/2017 ummary of Products Model, Number or NameFL # 14108.1 Builders Vinyl (V-2500 Vinyl) Three Wide Fixed 109" x 74" Annealed Insulated Glass Limits of Use Description Certification Agency Certificate Approved for use in HVHZ: No F I R1 Q10-1"--Q_g_CAC JELD-W r L-_ffyi1jqr inyl LV-_2500 PWA Approved for use outside HVHZ: Yes iul Alf-MZ Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/10/2021 Other: Installation Instructions 14 1tN RI-Q-11 Rvitftrs Vj" ixgAj cltXF,jagall LQ9 x 74-k-A- Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14108,2 Builders Vinyl (V-25Q0 Vinyl) Two Wide Fixed 73" x 74" Annealed [nsulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i r I V- Approved for use outside HVHZ: Yes Tw in pAf Impact Resistant, No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/10/2021 Other: Installation Instructions EL14-1Q8 R10 II BgildgrVin Fi Twin NF II 7 x 74 &-4- 15 px Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14108.3 Builders Vinyl (V-2500 Vinyl) Four Wide Fixed 145" x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELL4-LQ$_R.10—Q-(;Kj"P-WEN - BviWgrs-\(inyL(VVzZ5QXPW Approved for use outside HVHZ: Yes QMO-"4f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/10/2021 Other: Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14108.4 Builders Vinyl (V 2500 Vinyl) Double Nung Fixed 72" x 72" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No E1 -10 RLQ-C Q&(; 3.P Q-7_?x_72_ELnAnA-Finle§p Lf Approved for use outside HVHZ-. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/03/2021 Design Pressure: +50/-50 Installation Instructions Other: fL1410R1Q-jLqH L Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports ELIAIQd RIQ_AE_PfR 3DAQ_p_df Created by Independent Third Party: Yes 14108.5 Builders Vinyl (V-2500 Vinyl) Fixed 72" x 72- Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate E "14 9B-9jk CAA L W,_- Pqjlqgr5 in IAV-2 0 1 fA5_FA-iL p Quality Assurance Contract Expiration Date 01/10/2021 Installation Instructions ZZA-AA5--p-d-f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14108.6 Builders Vinyl (V-2500 Vinyl) I Fixed with Track Filler 72" x 72" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No, _RP 5Q-72x7-2,pdf http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsKhgANvDgZ... 1/16/2018 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +50/-50 Other: Quality Assurance Contract Expiration Date 05/01/2022 Installation Instructions Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports ELU1QBL_P,LQ_AL_PX_PU4Jj& Created by Independent Third Party: Yes 7MOMM The State of Florida is an AA/EEO employer, Coovriaht 20a7-aotate of Florida :: Privacy Statement :: Acce=_sinil ry ctaremenr ; : I;£fgpd 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(l), 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M cl 0 =_" M Credit Card Safe http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqsKhgANvDgZ... 1/16/2018 CORWAS WAX, THw wb"* *VT4 (72' WAY-) t'N -PYPICAj- E-1 'VATION V4, 11TFAS-1 E SPAC14S 1/ 4 MAY FRAME SELL-_,DN LyP _ _I1;: VTTrAJ SFr' nN Installation Notes: 4. Seat flan: , alrame to substrate. Z Use 48 PH or greater fastener though the nail fin with, sufficient iength-to penetrate a r6friniurn of 1 1,12' into lhewood framing, For 2X wood frame substrate (min, S,G, = 0A2). 3, Host. structure (wood wood buck. reason y, steel) to be designed and anchored to properly transfel, all loads to the structure, The host structure is the responsibility of the architect of engineer of record for the project of installation This schedule addresses only the fastener-, required to anctior the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different viali conditions, For the compiete installation procedure, see the insinictions packaged with the window or go to DISCLAIMER This drawing and its contents are confidential and are not to be reproduced or copied in whole of in par', or used or disclosed to others except as authorized by JELD-WE' Inc. Digitally s;gned Z)v Hermes r' Nbfero' P1, pease"": f "am approving thisdo(IJI-nent Date: 2013,06.0-4 07:3634 -0,V00' 4 7 PIN 015', A,W NAIL FIN INSTALLATION IVIDN CIIISTAWE FOR SEDsE 3/4" ox Wool) FkAMF I 1/ 2 " MIN EMBED) V,ENT 1/ 4" MAX SHIM, 5PACF JAMa 5LCILON (TYP) HOPIZONTAL 5ECTION 11- 1-1- ill !'W- *-' SUiLt3tk-' 5 VINYL t-lAtL) YVINL)UVV I Max Frame 01 RATT-11\1& IMPA=CTI,,1 0 50 ENO Max r' Max0 L72 7 General Notes: I , The Prodict shown herein is desioned, tested and manufactured to cornply with 'the wind load orite, is of the adopted International Bufldmg Code(JBC), the International Residential Codle(IRC) the Florida Building Code-(FBC) and ' the indust- ' v require en, for the stated conditions. 2, All glazing shall conform to AS TM E 1, 300, 3, At minimum, glazing shall be single strength annealed insulatlig glass. 4. Use structural or com.posite shims where required. 5. Installation methods can be interchanged within the same OrRninig. 6. An imipaot protective system is required where wind bourne debris protection isrinandated by local building code, 7. Maximum sizes are buck sizes and do not indude fin or flange, NDOErT ENGINEER: Z 1). vez(--) py: J. Kantola 5- TAT'tQF, i APPROVED BY; P . '"/ / '/ 4 j 0 1.1; Z S' r1A9- PR0J'FCT Nl-, 0667739 SJW2013- 047 DATE: 05/ 24/2113 m3250 LakePort Blvd JULDIVENKlaath Falls, OR, 97601 NTS Phone: ( 541) 882-3451 Builders Vinyl Fixed with Track Filler Window Nail Fin Installation (72" x 72") NAME AIND WCAT:01N: CAD PWC, R Eli: "'HEE I 001 10 0/11;,,V 4' WO, 40 4- A020", WND*W VAMM (72- WAX) - TYPICAL ELEVA TIONW! T-J'-AFA5Trr3F.R cPACING Installation Notes: 1, Seal flan.gelframe to substrate. 2, Use #8 PH or greater fastener viougri the frame with sufficient length tO penetrate a minirrium of I 1i2' into the wood framing, For 2X wood frame substrate (min. S.C. = 0,42), 3, Host structure, (wood book, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the Project Of installation, This, schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure- see the instructions packaged with the window of go to ww-N tion, DISCLAMER: This drawing and its contents are confidential and are not to be reprocluced or copied in whole or in part or used or disclosed to others except as authorized by JELD-INEN Inc, AIN 315TANCE M M FRAME SECTIOt (P) VERTICAL SECTION 14'MAY IHIM Af I F 33, Ii Pl' hlliN EM&E M,EN'T I 1/ 2' AA IN, EM MIN [ASTAt FOP. ED&E 3 THROUGH FRAME INSTALLATION JAMR SECTION (TI/P) HORIZONTAL SECTION SCE MIN Z)15TArFE SUILDEPS VINYL FIXED WINDOW FOR FbGF 3/4' Frame DP PATIN& IMPACTMaxaxFrameTI) 50772x72 NOL +/ 50 General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC the International Residential Code(JRC), the Fionda Building C,,-Ae(FBC) and the industry requirement for the stated conditions. 2, All glazing shall conform to ASTM E 1300, 3. At minimum, glazing shall be single strength annealed insulating glass, 4. Use structural or composite shims where required. 5, Installation methods can be Interchanged within the same opening, 6, An impact protective systerri is required where wind bourne debris protection is mandated t)y local building wde, 7, Maximus sizes are buck sizes and do not include fin or flange. 0 D. Vezo N 7 4 P 7 J. Kantola PkkTiPRWECT No D00775' 1091DIRMM DATf 06/03/2013 3250 Lakeport BW WAF-: JEL"ENKIarnath Falls, OR, 976611 NITS Phone: (541) IJ82-3451 Builders Vinyl Fixed with Track Filler Window Through Frarne Installation (72" x 72") NAME AND, LQ,0,T107!; 001 2 OF 4 1=cl -- t --------------- MoFROM RAW *QRWRS I Mo. TiftFRAM MIN Z'_STA'VF x E, 7; f 2 ";1 4, 4 D2 il 41 VAX F PAME SECTJOPj VERTICAL SEC' ON 4' MAY IMASONRY INSTALLATION MiN flk 41\ 7klii JAMP SECT -ION LLYPI HOPIZONTAL SECTION SUILDEPS VINYL FIXED WINDOW womw wwro (72- "Xa Max=Frame OP RATING IMPACT x7Y,"ICAL ErVA 7jr_)ri Wj-, H JA,5TENFR SPACIW- IN D 15 - A NCF P7(2 x 72=4 N() Installation Notes: I General Notes: 1 Seal flarigelframe to substrate. I- T he prodort shown herein is dessignedtested and manufactured to comply with the wind load criteria 2, Use 3195 Tapoon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building C Ae(JBC). the International Residential Code(IRC), the Florida Of 1 114' jn'0 concrete Of MaSoofIV at earn location with a 2 112" min from, edge distance. For concrete BuildUig Code(FBC) and the industry requirement for the stated conditions. Pin fc = K)00psi) or rnasonr/ substrate (CMU shall adhere to ASTNI C90). 2, All glazing shall conform to ASTM E11300, 3 Host structure ;wood buck, masonry, steel) to be designed and anchored to properly transfer all toads 3. At minirrum, glazing shall be single sLr,-,ngth anneated insulating glass. to the structure.The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or -composite shirrs where required. project of Installation. 5, Installation metiods can be interchanged within the same opening, 6. An impact protective system is reqijired where wind bourne debris protection is mandated by lo:A- This schedule addresses only the fasteners required to anchor the building code. 1AIA11111111 7. Maximurn sizes are buck sizes and do not include fin or flange, Window toachievethisrateddesignpressu, e up to the size limitations V'N noted, It is not intended as a guide to the installation process and does PPO' KT FWIUEER (ATE: not address he seating consideration that may arise in different wall 1.." 06/03/2013 3250 Lakeport , Blvd e.' sKlamath Falls, OP, S17601 conditions, Forthecompleteinstallationprocedure, see the instruction 'Z 5' 57TT DIVEN packaged with the window or on, to D. Vezo NTS in Phone: (541) 882-3451 NQ JV7aOiECKEVBY: J. Kantola TA"F- E OF a z TP7-w—yvE6-e7T-- Builders Vinyl Fixed with Track Filler Windovv DISCLAIMER: )3 This drawing and its contents are confidential and are not to be '44/ Masonry Installation (72" x 72") o rcpanreproducedor copied in whole or in pars or used or disclosed to others e 0 W D " JCL Nle 338 no'. PLANT NWIE AND LOCA I KNl IZEV: SHUT WEN Inc. 10" pvio' excep, as authorized by JELD * - _1 CAf) DVI, S3W2013-047- FEC 00 0 I WOMW WMTN (7r wk'L) - F,45,D LE T/-',-N 4' MAX, VAX THRU FR" Installation Notes: I , Seal flange/frame to substrate 2. For anchoring into metal framing use #8 TEK Self Tapping screvis with sufficient length to achieve a minirnum embedment of three threads past the frame thickness. Steel substrate min, 18ga., fy = 33 xsi. 3. Host structure (wood buck, rnas(,)or;, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitatiorls noted, 11, is not intended as a guide to the installation process and does not address he sealing consideration that aray arise in, different wall conditions. For the complete installation procedure, see the instructions Packaged with the window or go to DISCLAIMER: This drawing and its contents are confideclial and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-NEN Inc, lm,' cml'xdrl IF 2 5 1 TuO Stjd 0 1 4' hA AX SHIM, 5PACF- FRAME SECTION (T-VP) VERTICAL SECTION I M, gouge mir, Steel Stud Min, embedment of three threads post frame STEEL INSTALLATION 1/ 4" MAX SHIM SPACE 4 IVAX SHIM 5PACE JAM5ECTI2NSD P) HORIZONTAL SECTION 5ijJ RUILDEP5 VINYL FIXED WINDOW f thrceThr"nds pr--t Max Frame L RATING IMPA CT I IMP 72x 72 -/-50 0 :ENO jGeneral Notes: 9. The product shown here I in isdesigned, tested and manufactured to comply with, the wind load criteria of the adopted International Building Code(18Q, the International Residential Code(IRC), the Florida Building Code( FSC) and the industry requirement for the stated conditions. 2, All glazing shall conform to ASTMI E 1300. 1 At minimurn, glazing shall be single strength annealed insulating glass, 4, Use Structural 0,, composite shims where required. 5. Installation methods can be interchanged within the same opening, F. An impact protective systern is, required wherewind bourne debris Protection is mandated by local building code, I I I I 111111,? 7, Maximum sizes are buck sizes and do not include fin or 1ange, DRAWN Ry. D. Vezo t . ..... Kantolis P PAR RO) UT " 41'' D6 739 SOBIiAni008cal SJW2013 O DAI t 06/ 03/2013 3250 Lakeport BKO A, F—JELDVENKIarnath Falls, OR, 97601 SITS Phone: (541) 882-3451 Builders Vinyl Fixed with Track Filler Window Steel Installation (72" x 72") AME, 1V14; L' 10 f ,, 001 Florida Product Approval HardiePlankO Lap Siding For use de HVHZ: HardiePlank Lap Siding fastener types, fastening schedule, and • shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions the follow pages for all other installation requirements. HardiePlank, IMME Lap Siding JamesHardi"e EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUV" PRODUCTS Visjtwm C,%= for the SELECT CEDARMILL* * SMOOTH 9 CUSTOM COLONIAL— SMOOTH , CUSTOM COLONIALROUGHSAWN CUSTOM BEADED CEDARMILLO e CUSTOM BEADED SMOOTH * STRAIGHT -EDGE SHINGLE PLANK Alfjh a i Store flat arid keep (ivy anti covered prior to Itr4allatiou, installing sitting wet of saturated oday result to shrinkage at butt aunts. Carry pranks an edge, Protect edges and crapers front breakaW,, Jaines Hardie is not responsible for damage caused by improper storage and handling A the prodfuct. A old doors I' Posillfin ouninqU01 s(l Itlat wind Wig tilow dust a From user aid Otte, 01 iiWidligi ater 2. Lbe are of the liahving ruelfwtsi a, Rest: 1_9,ore am K, Wars enarKlal, electric, or praltnatc) b, beller, ( all iftle" =4ar saw M,4ved Wth a naldwAide" saw blade arid iff"A varature extractlon c, Good, F Omsk redincing Orcular saw wt#i a Hankfiladesaw hwe tionly use for lim, 0 fluitimle rultift INOOORS 1, Cut 011y 118ka),WAXt and Mor, Q 'Meats (mararal, elmliric or prieuc0c) 2, Position Cutting "oil 41 W61-ventgaledarea NEVER use a povier saw trabors bAWR um a rAvulatw Nwe that ows nat cnarleflade saw ttlar Vadealark NEVER dry skyeell - (Ise tit supprom or H[PA Vacuum important Note, For paduittin protation (kniest Wnpiatite dust tie Japres Hardie recolartends alwa)6 selling urcttlodS wtiele leasiate, wSo -atipt VWd romp ca i I be own 01 foltuilctio 0 Wait arm,, (art") prxtrxic to fra W Ito ce, dto 040S We 3AMWIW (NM t ftl Mire usball iS a W'All* at warty. err ear ecxxtt to Ruth left do"nine file aw aprifopoate (Iftig rotgrort kir your 0 W1109WAS K COMM stf 0(94S JNX4 e4MAs k'*,t Q )PU Jo to cliorly with the arms piadwes'you 41ould ~ cure qualified almlital hygaso of con w'I'Janie", fraide for rather kiforoukin. GENERAL REQUIREMENTS: HardiePlanf(` tap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at A water -resistive barrier is required in accordance with local building code requirements. The water-resdive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap` Weather Barrier, a non -woven non -perforated housewapi, which Gomplies with building code (equireffirems, When installing James Hardie products all clearance details in figs, 3-14 most be followed, Adjacent finished grade must sit" away from the building in accordance with local building r;odes - typically a minimum of 6" in the first 10', Figure 1 DoUble Wall Sir, Wan Do not use Hardief`Wk tap siding in fascia or trim applications, Gonskmtlerl =on Do not install James Hardie products, such that they may remain in contaGt with standing water. avatar-resislivp barrel M 11 bracing HardiePlanklap sitting may be installed on flat vertical wall applications only, or 1 X,38 she"altailr; For larger projects, including commercial arid multi -family projects, vArere the span of the wall is significant in length, the designer an(Vor architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Gharacteristics of James Hardie" Siding Products" at www.JimesHarche.com. at DO NOTuse stain, oil/alkyd base paint, or powder coating on Jams Hardie,"" Products. INSTALLATION: joiNTmAmm One, or more of the following joint treatment options are required by code (as feferenced P009 IRG RMA2) A, Joint Flashing ( James Hardie recornmentled) B. Gauikaxj* (Caulking is riot recommended for GoWlus for aesthetic reasons as the Caulking and Golodolus will weather dffffaently. For Ifie same reason, Xhl"llet do not Gaulk nail heads on Golorl"tus; products,) H" jointer cover TEA install pkipti5 in nXidetate ouiaxt at oral "(a," wwer 6mw Nxrfa Wale Install a 1 1/4" starter Grip to onsurs a Gar aster plank angle leave "44liciariate gap It ~—al plaft af-4 kraal, Ifair caulk, Note: Fueldisainting over catilking may produce, a sheen difference when compared to ft field paroled Prueel"lus, 'Reter to Caulking sedionin these instructions, I For additional vitoorlation oil HardiewTat WARNING. AVOID BREATHING SILICA DUST arms HardWFifielocts contain resorable crystalline stAca, eihch is known to the State of Gatfiforrin to wo6e Calm and is owsittered by IARG and NOSH to be a cause or carter from we occolialthonal an Ara cause limablical and plu"gially fatal lung ftease wifedsiticosis, and has been linkedwith other disease Seale slud(es suiggesl waces, Breathing exceww, astioUVAS Ofrespirablesilica (ION't c sumikipil may increase these risks. Ouring instAkifial or handlilig, (1) Work in tarldoix areas Wall afriplis Ventilation (2) use fiber willent staste; to( Collins or, (Oilre not feastile, ree a Harderl4w, saw bkek, and dust -reducini;lcutar saw attach ni to a HEflA vacutan; F37 waut nth a's let Ehe imnr tacFe aloe (4j eve ztr a peeiY-t tf€ , hJlia i-aoprcraed du t mask o resyarat .q. N-951 scar t 1 w th t c gowelowat regubtims and iriattrf ha a instructiolis to toithem hrott ru aahle se a ex rcu s. Ourint; cva a -up, usc HEPA vac ourns or wetcleanup a0hrids fleva dry sweep, For further tiacrawkin, refer to our tootall3*1 in,11ructcans allif! MAerial Sat Flora Rater available, at vt v.jamnshard .ccr a cr by ("along 1,800-qWEAU (I 8GO-942-7143), FACURr, TO X)OUff TO OUR WARMUGS, MSM, ANO re, ST ALIATION INSTFUCTIONS MAY LM 10 SF,8100S PEW)ONAL WURY OR DEATH_ 'WK.- E 7 Figure 12 Drip Edge W®r -:4FIJJ Figure 13 Block Penetratill Figure 14 Valley/Shingte Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HadiePtankn, lap -A(#nq produ(Z. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair. Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shalt be done with finish naills, only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0,09" shank x 0.221 " HD x 2" long) 11 ga, roofing nail (0121 " shank x 0,371 " HD x 1 .25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HO) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast' nails or equivalent (D. 10" shank x 0.313' HD x 1- 112" long) Nails must penetrate minimum 1/4" into metal framing. OSS minimum 7/16" 11 ga, roofing nail (0.121 " shank x 0.371 " HD x 1,75" long) Ribbed Wafer -head or equivalent (No, 8 x 1 5/8" long x 0.375" HC!), Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0,09" shank x 0.221 " HD x 2" long) Screws - Steel Framing o Ribbed Bugle -head or equivalent (No, 8-18 x 1-5/8" long x 0323" HD) Screws must penetrate 3 threads into metal frarning, Nails - Steel Framing Er & F pin or equivalent (0.10" shank x 0.25" HD x I - 112" long) Nails, (Trust penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0,221 " HD x 1-112" long Minimum Overlap for Both Face and Blind Nailing min, 1 114" Overtop L M W - O,C.max. I V4" mim ovedap rvA water -resistive Laminate sheet to be removed immediately after installation of each course for ColorPlusO products. Wheni face nailing to OSB, planks must be no greater than 9 1/4 " wide and fasteners must be, 12" o,c . or less. Also see Gerierat Fastening Requiternents; drid When Cmisideritig alternative fastening optlixis refer to Jaime~ Hardie's Tectinical Bulletin USTB 17 Fastening Tips for Hardeflane Lap siding. HS11119-P2/4 6/13 Fasteners must be corrosion resistant, galvanized, or stainless steel, Electro-galvanized are acceptable but may exhibit premature corrosion, James Hardie recommends the use of quality, hot -clipped galvanized nails, James Hardle is not responsible for the corrosion resistance of fasteners, Stainless steel fasteners are recommended when installing James Hardie" products near the ocean, large bodies of water, or in very humid GlifflateS, F.*7 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended, This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Manufacturers of AGO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact at AGO or CA preservative -treated wood and aluannum products. Fasteners used to attach Countersunk, 0HarclieThmTabstopreservative -treated wood shall be of hot doped fill & add nailEzinc -Boated galvanized steel or stainless ,feel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317,3 or 2009 6C 2304.9,5, Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads, PAINTING NOTE: Published wind loads may not he applicable to all areas where Local DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie"" Building Codes have specific jurisdiction. Consult James Hardie Technical 1 Products. James Hardie products most be painted within 180 days tot primed Services 4 you are unsure of applicable compliance documentation, Dove fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space), (fig, A) Do not over -drive nail heads or drive nails at an angle, if nail is countersunk, fill nail hole and add a nail, (fig. B) For wood framing, tinder driven nails should be hit flush to the plank with a hararner (For steel framing, remove and replace nat), product and 90 days for unpritned, 100% acrylic topcoats are recornrrrended. Do not paint when wet, For application fates refer to paint manufacturers speciticAtions, Back -rolling is recommended if the sicirrig is sprayed, CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touGh-up, Collortlus products, NOTE. Whenever a structural member is present, HardiePlank should be, fastened with even spacing to the structural roembec The tables allowing CAULKING direct to OSB of plywood should only be used when traditional framing is For best results use an Flastrimeric Joint Sealant complying with ASTM C920 not available. Grade NS, Oass 25 or higher or a Latex Joint Sealant complying with ASTM Do not use aluminum fasteners, staples, or clipped head nails. G8R Caulking/Sealant must he applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS0 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handfirig and cutting James HardreO ColorPlus(e) products, During installation use a wet soft cloth or soft brush togenflywipe off any residue or construction dust left on the product, then rinse with a garden hose, Touch up rusks, scrapes and nail heads rising the CokrrPIus° Technology touch -Up applicator, Touchupshould be used sparingly, 9 large areas require touch-up, replace the damaged area with new Hard[ePtank," lap siding with ColorPlus, Technology, Laminate sheet most be retrieved immediately after installation of each course, Terminate non -factory out edges into four where possible, and caulk. Color matched caulks are available from your ColorPlus" product dealer. Treat all other non factory cut edges using the ColorPlus Torbiriology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does riot warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products, Problems with appearance or performance arising from use of third party touch-up paints or pairrts wed as touch -up that are not Jams Hardie touch -tip will not be covered under the James Hardie Colorilus Limited Finish Warranty. Enwre the surface is clean, dry, and free of any (first,, dirt, or mildew Rephtning is normally riot nocessary 100% acrytic topcoats are recommended DO NOT rise stain, oil/alkyd base paint, or povWer coating on James Hardie,• Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using GolorPlus products, refer to the ColorPlus touch-up section 111111 11111M! F.Ar7 0OVERAGE AREA LESS OPENINGS HARDIEPI.MK* LAP SIDING WIDTH SQ 5114 6114 7114 7 U2 8 8114 9114 9112 12 1 So, 100 sq.ft)(exposure} 4 5 6 6114 6314 7 8 8114 10314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 214 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 i 125 100 83 80 74 71 63 63 47 6 150 120 100 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 i 250 200 167 160 148 143 125 125 93 11 1 275 220 183 176 M 157 138 138 102 12 300 240 M 192 178 171 150 150 112 111 325 260 217 208 193 186 163 163 121 14 j 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 2% 286 250 250 186 This coverage chart is i neant as a quide. Actual usage is Subject to variables stch as burlding design, James Hardre, doos not assfritre responsibility for over or under ordering of product, RECOGNMON: In accordance with ICC-ES Evaluation Report ESR-2290, HaamirPlanW lap inding is w,(Vnzed as a subtAe atremate to that spe(Aed in: the Code for One - and Two-Famity Dwellings, and the 2M, 2009, & 2012 International Uding Code,, HardePlank lap aiding is also rK(WLvd for application in the Wovang: City of Los ArWW Research Report No, 24662, State of Florida fisting FL#889, Dade Cuurdy. Florida NOA No, 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York AREA 223-93-M. and Catftrva MA RA-011 These documents should also be oonsurted sm additonal information ounceming the suitability of this product for specific applications. V 2013 James Hardie Building Products, All right reserved, Additional Installaton Information TM, SM, and 0 denote trademarks or registered trademarks of — olk, James Hwdfe Todwialogy Licitted, IM is a registerW trademark Warranties, and Warnings are availa e at of James Hardie Tedinotogy Limited. wm.jameshardie.com 2M.1 JamesHardie Parailhist is a reprised trademark of ET&F Fas", Systems, Inc HS11119-P4/4 6113 SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 8'0* OPAQUE DOOR IN TWO-PIECE STEEL FRAME GENERAL NOTE 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DES" LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED, 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED ;NDEX OF 60 PER ASTM E84. 7" 1.87' (MIN) TWO-PIECE ADJUSTA (20ck TABLE OF CONTENTS SHEET DESCRIPTION I 1ICAL ELLVAT*,NS & GENERAL NOTES ANCHORING LOCATIONS & DETAILS 40' wx Fmxt nwc 35-314- MAX r PANEL WIDTH n ;; Li dx t_ REQUIRES THE ADDITION OF PEMKO S88 GASKET AND PEMKO 305CR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS, KURT BALTHAZOR FLORIDA P.E. J56533 tKTC: 05 29 13 wALel N.TS. DOC- BY: TR cw_ BY.. OF 6- mAx 6- 10.07' O.C. MAX 5.64" I 'N -5W[N.Q THRESHOLD 8xl-1/2" PFH WOOD SCREW SEE T- 6- MAX 0.50" 4 SCffl ADA IN/OUTSWINQG THRESHOLD Ox3/4' PFH SELF TAPPING SCREW ff— , — '/ , .", J".f\— Yr ZILLI -11— —L. WOOD FUCK ASTALLATION TYPICAL STEEL BUCK INSTALLATION NOTES; 1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT, 2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2'. 3, BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE SEE DETAIL t— C IAX 0 , 50" 4.56" ADA OUTSWING BUMPER THRESHOL 8 x 7-112" # 10 x 112 8 x 318 MACHINE SCREWS #10 x 112=' 10 x 112' TYPICAL FRAME ATTACHMENT STRIKE DETAIL -D' (3) MACHINE SCREWS ARDWAR 1 25' 4.56- OJTSWING THRESHOLD DOOR ATTACHMENT MACHINE SCREWS x 112" IO x 112" 1. KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK OR SCHLEGE F—SERIES CYLINDRICAL AND B—SERIES DEADLOCK HARDWARE TO BE AT 10-1/2- CENTERLINE. 2, 4" X 4" FULL MORTISE BUTT HINGES. 1 ' DATE: 05129113 SCALE, N.F.S. DWO. BY: TR cwsy: DRA**' C DWG— MOk—FLO179-11 smm 2 of 2 rays uoykanaf3 dAj 9 rdAj gory Z 4LA a ,10,4(3 di --ft 's — iNY4038VU WAINIV4 9-6 EXTERIOR FINISH 2" MIN EMBEDMENT 1/4" MAX. SPACE SPF OR DENSER 2" MIN EMBEDMENT EXTERIOR FINISH 3=1 1 4' T`Tt Q'r J' signed by Hermes F Norero, RE, I am approving this document 15,09.25 16:38:50 -04'00' 8 " 2" OAX{ 1 — MAX, 8 " MAX. Tf MAX, Elevation View Tf*$ SPRAWNO S5 PROPWETARl AND COWMNT, TO AM- COR"A7p , AND St U NOT BE WROW=, CORED, OR CMEWaM WT)IM TK EXPRESSED WR37TEN FERWMON U ATRIUM CORPORATION AIREUM ADW- 08 - N1 130/ 160 SH FIN INSTALLATION -NAILS Table I -Verified Installations Certification DID (psf) WIDTH (in) HEIGHT (in) Single +/- 30.0 48 96 Single 40.0 36 96 si qit +//-50,0 3C 2" MIN MEIEDMENT a 6 JJt_Y 2008 1 _3 ANSI 9 sews ADW- 08 150160 $H ht—ti— EXTERIOR FINISH 8 Screw See Note 2 1/4- MAX, SPACE See No e IL'" 2" MAX MAX. MAX, 2 MAX, Elevation View Table 1 —Verified installations Certification DP (psf) WIDTH (in) HEIGHT (in) Single +/— 30.0 48 96 Single 40.0 i 36 96 Single36 + / - 5, 0' 0 Florida Building Code Online Page I of 2 r I Iq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 13CIS Site Map Links Search Product Approval USER: Public User PrgAm9jA9prQyA1 Meng > Er99m9LgL 1i; i nh > ApQ[KAUQnj Application Detail FL it FL17188-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Mid -States Asphalt & Cant Strip, Inc. Address/Phone/Email 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 moises@msaroof.com Authorized Signature Moises Rached moises@msaroof.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayrnents Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence EU7A$ P fpfQYaI i R r- F NAl,.&0f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.3.3 1507.5.3 1507.7.3 1507.8.3 1507.9.3 http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqvCo3EapillBX... 1/16/2018 Florida Building Cade Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Sum FL # Model, Number or Name 17188.1 MSA Quick -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. Method 2 Option B 03/31/2015 04/01/2015 04/Q8/2Q15 06/22/2015 09/30/2017 Description synthetic underlayment for use in steep slope roofing. Installation Instructions l 7_ R$ i,t j 1$A14001.1 2Q 4 F v l Ijgoort - FINAL.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FI 17IM R1_ALM_$A1.499A_L U4 FBC Eval i n R oar Created by Independent Third Party: Yes ME pALd.GL_VS :: 2601 B,iz S(pnp Rpaf) Tallahasc F 3 Q The State of Flonda is an AA/EEO employer. :: Privacy Statement :: :: Refund t mgnt 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 ernall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here,. Product Approval Accepts: Credit Card Safe http.//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapiI1BX... 1 / 16/2018 I- Certificate ofAuthorization No. 29&24 EVALUATION REPORT Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. 103751mStreet Tuscaloosa, AL354O1 800) 489-2391 Manufacturing Plants: Nmohik. India Quality Assurance: UL LLC(0UAS825) 8copE Roofing u Vndedayments cuue Sections: 1507.2,8.1507 3.3. Properties: Physical properties Rcps* emoEo 17520Edinbungh Dr Tampa, FL 33647 8I3) 400-3421 2D14FLORIDA BUILDING CODE 15075,3, 1507I3,1507.8.3,1507.9 3 Issued March 31. 2015 E02Y Report No. Standard Year pn/Construction Materials Technologies (T8r6049) nrx-002*2'01 |CC'saAC 188 2012 PRODUCT DESCRIPTION AND APPLICATION MSAQU8K-FELT MSA QUIK-FELT is a woven polypropylene mechanically attached underlayment for use insteep slope roofing ayonalternative 0zASTND228.Type | and Type U. Deck Type: The roof deck shall be constructed of closely fitted plywood sheathing for new orexisting construction, Plywood deck shall be installed in accordance with FBC requirements, Roof decks shall have no more than `/8^gap a\ abutting joints. Min. slope: 2:12. For slopes less than 4:12. the undorlayment must be half -lapped m hu|| 24^ over the underlying course, Attachment method: Undodayment shall be attached in accordance with the F8Crequirements. Atminimum, mechanically fastened with minimum 1''diameter plastic cap naps with min, 1^shank placed 12^o.c.at the side laps and 2^ from the from edge of the sheet and 24^ o.c along the along the center lines printed onthe sheet, The side laps shall be a minimum 4^ wide and minimum 12^wide atthe end laps. End laps shall bo fastened 12^ o.c. along the lap and 2^ from the end of the */p layer. The undedayment is installed starting m\the nave.with the length of the roll parallel tothe eavewith the printed side facing up, All side laps shall beinstalled $ashed water from the deck. Allowable roof coverings: Asphalt ohing|eo, wood shakes and ahing|oo, u|ava shingles, metal roof panels and shingles wSx`1*00 11 pu718e* Rl Page 1 of This evaluation report is provided for State of Florida product approval under Rule O1G20-3. The manufacturer shall notify CREEK Technical Services, LLCv,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, mother product attributes that are not MID -STATES ASPHALT AND CANT STRIP, INC. Orip [Age At R,,Av Synthetic 77, ol Top Figure 1, Installation Detail for N1SAUU|K'FELT LIMITATIONS 1) This evaluation report is not use inthe MVMZ. 2) Fire Classification ionot within the scope ofthis evaluation. 3) Wind uplift resistance innot within scope cfthis evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and F8C compliant installation detail shall prevail, 5} Deck substrates shall be clean, dry, andfree from any irregularities and debris, All fasteners inthe deck shall be checked for protrusion and corrected prior to underlayment application, 6) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 7) All undedayments ohoU be installed with the mU length punaUai tothe oave. starting at the nawa. and lapped in success courses installed up the dooh in a manner that effectively sheds water from the deck. End |upa shall be staggered between courses in accordance with the manufacturer's application instructions. 8> The underlayment may be used as described in other current FBC product approval documents. S) Roof coverings shall not be adhered directly to the undedaymont. Roof coverings shall be mechanically fastened through the undedayment tothe roof deck. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated, 11> All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 01G2U-3. This evaluation report w provided for State of Floridaproduct approval under RulemG20-3. The manufacturer shall notify CREEK Technical Services, LLCu/any product changes or quality assurance uoavVeu 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. CREEK TEcHNICAL SERVIcF_s, LLC COMPLIANCE STATEMENT MID -STATES ASPHALT AND CANT STRIP, INC. MSA QUIK-FELT 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. V%J1111111 . I I it 1.*.* GEN8', No 74021 Q:z 30 * 441STATEOF r) Z 0 - R .-C CERTIFICATION OF INDEPENDENCE 2015.03.31 06:49:40 04'00' 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 will acquire, a financial interest in any other entity involved in the approval process of the product, END OF REPORT MSA14001.1 FL17188-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 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. Florida Building Code OnlineII Page I of 4 BCIS Home Log In User Registration dbr Product Approval USER: Public User pX94M., .LA,igrqvii'jMenu > p_MqKSr p"j"yQQ i > Application Detail 5gU_0 > Appy; Hot Topics Submit Surcharge SLats & Farts Publications F5C Staff BCIS Site Map Links Search FL # FL14645-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/ Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 502) 855-4300 dstermer@metalsales. us.com Authorized Signature David Stermer dstermer@metaIsales. us.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL14 45 J _ Qg jrfit(oti "n_,kg0dgD_qi1-,f _gQL _(i 514fldmd Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Florida Licensed Professional Engineer or Architect http:// www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7... 1/16/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method I Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Date Revised 09/09/2017 Summary of Products FL # Model, Number or Name Description 14645.1 2.5" Corrugated Min. 26 ga., 21,33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck, Limits of Use Installation Instructions I 0ti" Rgp 0 rKC Qj-Q I - fApprovedforuseinHVHZ: No Fy4_ -Z-p Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other. Uplift load of 82.3 psf at fastener spacing of 36" o.c. &14-§45_R,2 _AE EYAI-u-o-Llo-n-R-ep-or-t-:?-Q!Q-t.P Lf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant. N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports rLQ2L& ngW-ff _ Other: Uplift load of 84.5 psf at fastener spacing of 24" fLA4 45_R2 _6f Fv l.ggW-qpp- o. c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" o.c. 14645. 3 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 19/ 32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No tM200-3-vdff Approved for use outside HVHZ: Yes Verified by: Bala Sockalingam PE 62240 Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports AI_ g! Other: Uplift load of 41.6 psf at fastener spacing of 36" -&E_ MAqg fLJ445R2EynR -ppqC29j-.3 jf o. c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8" o.c. 14645. 4 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/ 32" thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use In HVHZ: No E45_2 11 kv _ _d- AWgbQnRr 21Q_," f Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure; + N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. EI_tj4 5 valtj Reo 2'Q- 4.pdf RLhg f__ _@tighand172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No Ekj4§4A-RZ ILf)0j1&Liq-nR "or QM-!PAI` Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant. N/ A Created by Independent Third Party: Yes Design Pressure: +N/ A/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. EI, 2 A L4&t5--L-LyALq i nQ.rQ-ZQJ_Q-5-pdf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Nom. 0.032" thick, 16" wide, aluminum standing seam roof7 14645.6 AluminumVerticalSeampanelovermin. 15/32" thick plywood deck or 7/16" thick OSB, Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7... 1/16/2018 Florida Building Code Online I Page 3 of 4 Impact Resistant: N/A Design Pressure; +N/A/-97.05 Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., 71,0 psf at clip spacing of 12" o.c. and 97.05 psf at clip spacing of 12" o.c. with sidelap adhesive. 14645.7 1 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. 14645.8 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-133.9 Other- Uplift load of 74.8 psf at fastener spacing of 36" o.c., 923 psf at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18" o.c. 14645.9 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and 135 psf at fastener spacing of 6" o.c. 14645.10 1 Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" ox and 138.5 psf at fastener spacing of 12" o.c. 14645.11 1 Image 11 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +N/A/-86.55 Other. Uplift load of 20J5 psf at fastener spacing of 24" o.c., 63,50 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.12 1 PBR-Panel or R-Panel Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" ox. and 131.0 psf at fastener spacing of 6" o.c. 14645.13 1 Pro -Panel 11 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other. Uplift load of 41.6 psf at fastener spacing of 24" o.c. and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes Evaluation Reports fl!.14 45 R2 AE ALvIgton "p-gf tQZ0 _ Created by Independent Third Party: Yes Nom. 0,032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions 045-R2 II_ KvA[q0 jQnRWArtQ?Q1D__ZpAf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports ELL4§45 R2,ALly"I _ati0_njeRQrV2QkQ_7_,PWf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports 405 - _R2AE Eyoloion --P,@pg-r 29-0----,Nf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 7/ 16" thick OSB deck Installation Instructions EU4_§ 45_R2 IL v4!q i n rtQq _ _E_ jq 9_.pdff Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports ELL4_ 6 45 R2 AE EyalMALiqn Created by Independent Third Party: Yes Min, 29 ga., 36" wide through fastened roof panel over min 15/ 32" thick plywood deck. Installation Instructions EU4_ Q45,_B2 LLEyAIv_ i9nRP C -I 9 - _p_qA_ZQjD Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions F114( AS _R2 II EvaIqAt!qnRe rQ U__pAf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports EUIA45_ R2 A v It nPgpo_rjU.W_.jj_,PAf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions EU4§A5_ _ R2_1I f _ ,p yaluoLionRM rL012 _of 9- QZQL_ Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports El 14645 R26LEvALugDnK,ppr(Q201Q-l,pd-f Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min 15/32" thick plywood deck. Installation Instructions FL_14& 45__R2 _LL_EvAj_V _ -2 _4t!onRgpQq_M p - _Aj,, dffVerified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports j_Q L3_pdf Created by Independent Third Party: Yes http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7... 1/16/2018 Florida Building Code Online Page 4 of 4 Contact Us :: it h pry The State of Flonda is an AA/EEO employer. Coov{hlv,'007QIS[e of Flanda.:: Privacy Statement :: 6i31kX :: Refund 8 ement 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(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cl gi~Feek Credit Card Safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... l /16/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION NOM 0.032" THICK ALUMINUM VERTICAL SEAM PANEL' FLORIDA BUILDING CODE 5T" EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.6-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South Y4 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 8554290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (I Page) Report No. C2010-6 Date: 3.27.15 I I I I I I 1114t., E tv Na• 62240 0 IZ STATE OF 40 0 R sc> FL\4645.6-&2 C2O|U-b 3.27]5 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation P,oductyJunnc: Aluminum Vertical Seam Panel Description: Max. |b"wide coverage with \.75"high ribs Materials: Norn. 0.032" thick (min.) 30044-114 or 9105-1-124 Alloy Deck Description: Min. 7/16" dbk]k (}8B or min. 15/32" thick Plywood for now and existing constructions. Designed and installed as per[BC 2014. Deck Attachment: Od x 2.5" |uug ring shank nails ur#X x 2" kmr wood screws 6@ h" o.c Minimum) inthe plywood field and edges New l]ndcz1uymcnC: Minimum uudcr|oymooni as per yBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing U meut: one layer ofasphalt shingles ovcronclavcrof#30frkLFor reroofing Optional) construction only. Slope: l/ 4:\2orgreater inaccordance with FIlC20\4Section |5074.2 Allowable Uplift Load: 4\.55ou[ @clip spacing of36"o.c. of 7|.0ou[6@clip spacing of| 2"n.c. 97.05 oo[@i c|' spacing of 12" o.c. with 3/8" bead udbcsbxe in panel sidelap Fastener Pattern: A1panel seam Panel clip with (Z)# 10-\2 pancake head screws per clip. Fastener shall be of sufficient length 10 pcnctu c Umnnu k the dock a minimum of Side1ap Adhesive: Schnee -Morehead SM7108Permathyne adhesive Test Standards: Roof assembly tested in accordance with UL580-94(Rry 98) 'Uplift Resistance ofRoof Assemblies' 6t Ul.1897-98 ' Uplift Tests for Roof Covering Systems'. Code Compliance: The product described bonrin has demonstrated compliance with yBC 20|4Section |507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with F8C, 2014 Section 1609 or y^9CC 7- 10 using u\|ovvah|e stress design. The maximum famtouc, spacing listed herein oba|| not be exceeded. This evaluation report is not upp|iou6\e in High Velocity FL|4645.6-l2 C2U\O-0 3.27.15 Page 3o[3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer in FBC 2014 Section 1505 and ounrot approved roofing materials directory or A8TM E|U8/Ul.790 report from an accredited laboratory for fire ratings n[this product. Supporting Documents. Dl580/OL18974eu Farabaugh Engineering and Testing Inc Project No. T2l0-|l,Reporting Date 5/3|/\l Project No. T236-I 1, Reporting Date 7/6/11 I'M4470Test Report ENC<)NTechnology Inc C1825-|, Reporting Date 2/5/|2 MAX. 16" EXISTING SHINGLES NEW UNDERLAYMENT I SEE DETAIL 1 (OPTIONAL) (REQUIRED ONLY FOR ALUMINUM /" NEW CONSTRUCTION) VERTICAL SEAM EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: OPTIONAL) v N 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS MIN. 2X- WOOD RAFTER/JOIST/ SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT EDGES TYPICAL PANEL INSTALLATION X-SECTION PANEL CLIP PANEL CLIP 10-12 X 1" LONG PANCAKE HEAD SCREWS 2 PER CLIP) SIDELAP ADHESIVE NOM. 3/8" BEAD 10-12 X 1" LONG PANCAKE HEAD SCREWS 2 PER CLIP) SIDELAP ADHESIVE LOCATION BETWEEN CLIPS CLIP CLIP & ADHESIVE DETAIL 1 NEW UNDERLAYMENT MAX 36" O.C. ( REQUIRED ONLY FOR NEW CONSTRUCTION) PANEL CLIP ALUMINUM VERTICAL SEAM EXISTING SHINGLES NOM. 0.032" THICK (MIN.) (OPTIONAL) PANEL CLIP SPACING PER ALLOWABLE PRESSURE TABLE. li OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE CLIP SPACING IN) ADHESIVE BEAD SIZE PRESSURE PSF) 36 NONE 41.55 12 NONE 71.00 12 3/8" 97.05 SIDELAP AUHLSIVL IN PANEL MULL-Ar GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE NOM. 0.032" THICK (MIN.) ALUMINUM. MAXIMUM COVERING WIDTH OF PANEL = 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6, RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a 00 wN 2 1= 0 noo Mv i oy 1 O N N JJ 1 or3 00 Ci r' Yr to c3 a u CL z z A 1 OF 1 M August 28, 2018 City of Sanford Building Department 300 N. Park Ave Sanford, FL 32771 Re: Building Permit Number 17-3271 Dear Sir/Madame AUG 2 8 2018 A` Please be advised Devane Construction LLC (CGC 1524522) is canceling Permit # 17-3217. The only part of the contract with the owner that was executed was the fee collected for pull the building permit. This obligation was met, however since receiving the permit all attempts to contact the owner have been unsuccessful. Due to the owners failure to response or contact us for over five months we are canceling the permit. Respectfully, Kelvin D. Gipson Devane constructions LLC BP200I01 CITY OF SANFORD 8/28/18 Application Inquiry 12:35:49 Application number . . . 17 00003271 Application status, date CLOSED 8/28/18 Property . . . . . . . . 700 MELLONVILLE AVE Parcel Number. . . . . . 30.19.31.518-0000-0070 Old CID. . . . . . . . . Subdivision . . . . . . LONG'S ADDITION Zoning . . . . . . . . . MR3 MULTIPLE FAMILY Application type . . . . A/AR ADDITIONS - RESIDENTIALS Application date . . . . 11/07/17 Tenant number, name . . Master plan number, rev'wd by: DB Estimated valuation . . 38562 Total square footage . . 0 Public building . . . . NO Work description, qty . Pin number . . . . . . . 659234 Application desc . . . . noc on file Press Enter to continue. F3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry F10=Fees F11=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys