The URL can be used to link to this page

Home My WebLink About1511 Elliott St 17-1768 (int/ext remodel)3\8' t 11 1 'jot._ r- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i T- I Jtoa Documented Construction Value: $ 69,250.00 Job Address: 1511 Elliott St - Sanford. FL 32771 Historic District: Yes No X Parcel ID: 31-19-31-501-OE00-0060 Residential X Commercial Type of Work: New Addition Alteration X Repair Demo Change of Use Move Description of Work: Interior and exterior renovations - See attached scope of work Plan Review Contact Person: Amber Corville Title: Project Manager Phone: 407-403-5658 Fax: 407-322-8641 Email: amber@cbiamerica.com Property Owner Information Name Francis Allen Phone: 321-558-0318 Street: 1511 Elliott St City, State Zip: Sanford, FL 32771 Resident of property? : Yes Contractor Information Name Corinthian Builders, Inc. Phone: 407-403-5658 Street:,- 2175 Marquette Ave Fax: 407-322-8641 City, State Zip: Sanford, FL 32771 State License No.: CGC 058246 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 5-- 5-k- Signature of Owner/Agent Date Signature of Contractor/Agent Date c" O Q Print Owners/Agc is Rame 9vdQ-Z:. of, 1(7 01 05 16-7 Signature of Notary -State of Florida Da e. q, MARIACORVI U MY COMMISSIONS GG 051629 EXNMS: December 27, 2020 OF F`o!c Bonded Thu B&dpd NotaY S-tn Owner/Agent is Personally Known to Me or Produced ID _,!!f Type of ID D. 1_. Print Contractor/Agent's Name Signature of Notary -State of Florida Date roVR;"t' MARIACOWUE MY COMMISSION 0 Go 0510 M„ o- EXPIRES: December 27, 2020 ww OF Ftic Banded Thu Budget NofrY Sw*u Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical ( Mechanical t Plumbingo/ Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # ot Heads Fire Alarm Permit: Yes No 1)pC APPROVALS: ZONING: -256"1% UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: -5E 17 COMMENTS: No ie4 1 SS BLS _ ok for n-hew Gnu e.tC&—riCX rei otniz- ! Revised June 30, 2015 Permit Application M. THIS INSTRUMENT PREPARED BY: Came:.- A, Corville Address: 2175 Marquette Ave - Sanford. FL 32773 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8931 Pq 815 (1P9s) CLERK'S 4 2017058946 RECORDED 06/13/2017 04:10:57 PM RECORDING FEES $10.00 RECORDED BY tsmith Parcel ID Number: 31-19-31-501-OE00-0060 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) S20 FT OF LOT 6 + ALL LOT 7+N12FTOFLOT 8BILK E BUENA VISTA ESTATES PG 3 PG 2 (1511 Elliott St - Sanford, FL 32771) GENERAL DESCRIPTION OF IMPROVEMENT: Interior and exterior renovations OWNER INFORMATION: Name: Francis Allen Address: 1511 Elliott St -Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Corinthian Builders, Inc. Address: 2175 Marquette Ave - Sanford, FL 32773 Persons wlthln the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. GRAM MpIO, y.-'•"-`i";;.; Name: Opp . CU1 OURZ Jt' Address: In addition to himself, Owner Designates D CO Nam, CIEh` To receive a copy of the Lienor's Nofic tsPr In Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date different date Is specified) 0 Cr Is 1 year from date of recording unless a WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true t e best of my knowledge and belief. J:7m tic.g,5 All 12 wnh Oer' s Signature Owners Printed Name — Florida Statute 713. 13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of FtOT) A-0- County of The foregoing Instrument was acknowledged before me this 0+_ day of by r -aAces alten Who Is personally known to me Name of person making statement OR who has produced Identification l a of Identification produced: b oomP&o MARIACORVILLE W COMMISSION t GG 051629 a'p F- RXPIRES: Deeember 27.2020 PFftpt Bonded Thnt Budget Notry SenAns Notary Signature Board of County Commissioners WORK ORDER SEMINOLE COUNTY, FLORIDA Work Order Number: 28 Master Agreement No.: CC-9192-13/AMM Dated: April 7 2Q14 Master Agreement Title: MSA for Community Services Residential HOME, SHIP. NSP & CDBG R habilitations ProiKt Title: Rehab Frei--& t 1511 Ellim# Strt+at- Cmnfnrci- PI Contractor: Corinthian Builders Inc. 2175 Marquette Ave. Sanford, Fl. 32773 ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: X] Scope of services — Attachment "A" X] fixed fee basis X] Addenda — Attachment "B" time basis -not -to -exceed X] Bid/Pay Items— Attachment "C" [ ] time basis -limitation of funds X] Rehabilitation Standards — Attachment "D" [X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within ninety-five (951 calendar days after the date when the Contract Time begins to run as provided in subsection 2.2 of the General Conditions. The Work shall be finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within fifteen (15) calendar days after the actual date of Substantial Completion. Failure to meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. WORK ORDER AMOUNT: SIXTY-NINE THOUSAND TWO HUNDRED FIFTY AND N01100 DOLLARS 69,250.00) I WITNESS WHEREOF the parties hereto have made and executed this Work Order on this 1304 ` day of20Mforthepurposesstatedherein. / ATTEST/WITNESS: Corinthian Builders Inc. OC #811260 Work Order— Contracts, Rev 11/14/11 By: RI and Kovacsik, Presi t Date:_ Oq haA-7 BOARD OF COUNTY COMMISSIONERS SEMINOLE COUNTY, FLORIDA By: Diane Reed, Procurement Administrator Date 4(i ( 30' 7 As authorized by Section 3.554 Seminole County Administrative Code. OM # 4 5 CERTIFIED COPY - GRANT MALOY C1 ERK OF THE CIRCUIT COURT j AND COMPTROLLER paga t SEMINOU COUIV Y, FLORIDA BY \ lIAZAr. I " — DEPU Y CLERK WORK ORDER TERMS AND CONDITIONS a) Execution of this Work Order by the COUNTY shall serve as authorization for the CONTRACTOR to provide, for the stated project, services as set out in the Scope of Services attached as Exhibit "A" to the Master Agreement cited on the face of this Work Order and as further delineated in the attachments listed on this Work Order. b) Term: This work order shall take effect on the date of its execution by the County and expires upon final delivery, inspection, acceptance and payment unless terminated earlier in accordance with the Termination provisions herein. c) The CONTRACTOR shall provide said services pursuant to this Work Order, its Attachments, and the cited Master Agreement (as amended, if applicable) which is incorporated herein by reference as if it had been set out in its entirety. d) Whenever the Work Order conflicts with the cited Master Agreement, the Master Agreement shall prevail. e) CONTRACT PRICE: i) COUNTY shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents on the basis of the Total Bid (Work Order Amount). The CONTRACTOR's total compensation is DOLLAR ($) subject only to increases or decreases made in strict conformance with the Contract Documents. ii) CONTRACTOR agrees to accept the Contract Price as full compensation for doing all Work, furnishing all Materials, and performing all Work embraced in the Work Order Documents; for all loss or damage arising out of performance of the Work and from the action of the elements or from any unforeseen or unknown difficulties or obstructions which may arise or be encountered in the prosecution of the Work until the Final Acceptance; and for all risks of every description connected with the Work. iii) The CONTRACTOR acknowledges that CONTRACTOR studied, considered, and included in CONTRACTOR's Total Bid (Work Order Amount) all costs of any nature relating to: 1) performance of the Work under Central Florida weather conditions; 2) applicable law licensing, and permitting requirements; 3) the Project site conditions, including but not limited to, subsurface site conditions; 4) the terms and conditions of the Contract Documents, including, but not limited to, the indemnification and no damage for delay provisions of the Contract Documents. iv) The CONTRACTOR acknowledges that performance of the Work will involve significant Work adjacent to, above, and in close proximity to Underground Facilities including utilities which will require the support of active utilities, as well as, the scheduling and sequencing of utility installations, and relocations (temporary and permanent) by CONTRACTOR. 1) In addition to the acknowledgements previously made, the CONTRACTOR acknowledges that the CONTRACTOR's own study of Underground Facilities, utilities in their present, relocated temporary and permanent) and proposed locations, and conflicts relating to utilities and Underground Facilities. 2) The CONTRACTOR acknowledges that CONTRACTOR's Total Bid (Work Order Amount) considered and included all of CONTRACTOR's costs relating to CONTRACTOR's responsibilities to coordinate and sequence the Work with the work of the COUNTY and its own forces, the work of other utility contractors and the work of others at the Project site. Work Order —Contracts, Rev 11/14/11 Page 2 of 3 f) PAYMENT PROCEDURES. i) CONTRACTOR shall submit applications for payment in accordance with Section 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 11) Progress Payments. COUNTY shall make progress payments on the basis of CONTRACTOR's applications for payment as recommended by ENGINEER, in with Section 14 of the General Conditions. III) Final Payment. Upon Final Completion and acceptance of the Work in accordance with subsection 14.9.1 of the General Conditions, COUNTY shall pay the remainder of the Contract Price as providedInsubsection14.9.1. g) ADDITIONAL RETAINAGE FOR FAILURE TO MAINTAIN PROGRESS ON THE WORK. i) Retainage under the Contract Documents is held as collateral -security to secure completion of theWork. ii) In the event that CONTRACTOR fails to physically mobilize to the Work required by Section 6.19 of the General Conditions, then the COUNTY may withhold retainage to secure completion of the Work in an amount equal to the product of the number of Days after the 313t Day following the Date of Commencement of ContractTime liquidated damage amount for Substantial Completion set forth in Section 9 of this agreement. The additional retainage shall be withheld from the Initial and each subsequent Progress Payment. The additional retainage held under this subsection shall be released to CONTRACTOR In the next Progress Payment following the ENGINEER's approval of a supplementary Progress Schedule demonstrating that the requisite progress will be regained and maintained as required by Section 6.19.2 of the General Conditions. III) COUNTY may withhold additional retainage In anticipation of liquidated damages equal to the product of the number of Days after the scheduled Contract Time (Substantial Completion or Final Completion) and the amount of liquidated damages set forth in this Agreement if CONTRACTOR is behind schedule and It is anticipated by COUNTY that the Work will not be completed within the Contract Time. The additional retainage, under this subsection, may at the COUNTY's discretion be withheld from subsequent Progress payments. Any additional retainage held under this subsection shall be released to CONTRACTOR in the next Progress Payment following the Project Manager's approval of a supplemental Progress Schedule demonstrating that the requisite progress will be regained and maintained as required by Sections 6.19.2 of the General Conditions. h) LIQUIDATED DAMAGES. I) The COUNTY and CONTRACTOR recognize that time Is essential to the performance of this Agreement and CONTRACTOR recognizes that the COUNTY and its traveling public will suffer financial loss if the Work is not substantially completed as described in subsection 14.13 of the General Conditions and within the time specified in this Agreement, plus any extensions thereof allowed in accordance with Section 12 of the General Conditions. The parties also recognize the delays, expense and difficulties involved in proving in a legal or alternative dispute resolution proceeding the damages resulting from Inconvenience to the traveling public including traffic loading, intersection operations, costs for time, costs of fuel and costs for some environmental Impacts (excluding actual delay damageswhichmayinclude, but are not limited to, engineering fees and Inspection costs) suffered by the COUNTY if the Work is not competed on time. Accordingly, CONTRACTOR and CONTRACTOR's Surety agree to pay COUNTY as liquidated damages, and not as a penalty, Two -Hundred Fife Dollars (5250.001 per Day for each Day CONTRACTOR exceeds the Contract Time for Substantial Completion until the Work is Substantially Complete. It is agreed that if this Work in not Finally Completed in accordance with the Contract Documents, the CONTRACTOR shall pay the COUNTY as liquidated damages for delay, and not as a penalty, one-fourth (1/4) of the rate set forth above. II) The liquidated damages provided In this Section are Intended to apply even If CONTRACTOR is terminated, In default, or if the CONTRACTOR has abandoned the Work. Work Coder— Contracts, Rev 11/14/11 Page 3 of 3 RESOURCE MANAGMENT DEPARTMENT PURCHASING AND CONTRACTS DIVISION SEVIINOT E COUNTY aC VOAS \1TUW,U QKX-1 Date: April 25, 2017 Via Email: ofrice(a-cbiamerica.com amber(Mcbiamedca.com rick(&cbiamerica.com Ref: CC-9192-13 Work Order #28 — Rehabilitation of 1611 Elliot Street, Sanford, FL NOTICE TO PROCEED The services provided by your firm shall begin on May 2. 2017 and be substantially completed within ninety-five (96) calendar days on August 4. 2017. These services shall reach final completion within fifteen (16) calendar days thereafter on August 21, 2017, as described in the contract documents. The timely and accurate performance of the work set forth in the contract documents is important to the County. It is also a primary consideration for contractor selection on future projects. Please acknowledge below, retain a copy for your records and return one scanned copy to the Seminole County Purchasing and Contracts Division. We are glad to have you on as part of the County's project team and we look forward to a successful project. Sincerely, Jt_Vj k,, Tony Durrum, CPPB, A.P.P., FCCM Sr. Procurement Analyst Phone :(407)-665-7123 Fax (407)-665-7956 E-mail: tdurrumO-seminolecountvfl.aov ACCEPTANCE OF NOTICE A ptance of the abov " OTICE TO PROCEED' is hereby acknowledged, this A"rrday of By:_4vwdcr— Title:__ d4_0.I? -r 1UA-AaJ6tC^ . cc: Luis Albelo, Community Services/Community Development Finance/File 1301 EAST SECOND STREET • SANFORD FL 32771-1468 • TELEPHONE (407) 665-7116 • FAX (407) 665-7956 W W W.SEMINOLECOUNTYFL.GOV/PURCHASING POWER OF ATTORNEY Date: January 1, 2017 I, Richard A. Kovacsik, CGC058246, of Corinthian Builders, Inc. hereby name and appoint AMBER L CORVILLE to be my lawful attorney, in fact to act for me in regards to Business activities including but not limited to: Permitting & Contracts within the State of Florida and to sign my name and do all things necessary to this appointment. Expiration of this Power of Attorney: December 31 2017. Signature of Certified General Contractor: Rich rd A K&acsfk, President Address of Certified General Contractor: Richard A Kovacsik CGC058246 Corinthian Builders, Inc. 2175 Marquette Avenue Sanford FL 32773 The foregoing instrument wqs acknowle ged before Me this 1 st day of January 2017, by Richard A. Kovacsik, who is 1personally known to me or has produced identification and who did take an oath. STATE OF FLORIDA, COUNTY OF SEMINOLE ro Y c MARIACORVUE MY COMMISSION ! GG 0616N Signature of Notary Public E)SRES:09crW 27,2M 0 q° Eoded Tlru BudpK Notry S t Notary Public's Name: MARIA CORVILLE #GG 051629 Notary Commission Expires: December 27, 2020 as SCPA Parcel View: 31-19-31-501-OE00-0060 Page 1 of 2 APM sn+o amwrr. ncios IR Parcel Information Property Record Card Parcel: 31-19-31-501-OE00-0060 Owner. ALLEN FRANCIS F Property Address: 1511 ELLIOTT ST SANFORD, FL 32771 Parcel 31-19-31-501-0E00-0060 Owner ALLEN FRANCIS F Property Address 1511 ELLIOTT ST SANFORD, FL 32771 Mailing 1511 ELLIOTT ST SANFORD, FL 32771 Subdivision Name BUENA VISTA ESTATES Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2004) L' LI Seminole County Its Legal Description S 20 FT OF LOT 6 + ALL LOT 7 + N 12 FT OF LOT 8 BLK E BUENA VISTA ESTATES PB3PG2 Taxes Value Summary 2017 Working 2016 Certified Values Values Valuation Method I Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 33,249 32,429 Depreciated EXFT Value Land Value (Market) 14,781 14.781 Land Value Ag JusUMarket Value " 48,030 S47,210 Portability Adj Save Our Homes Adj 3,766 3,856 Amendment 1 Adj PSG Adj J SO O Assessed Value 1544,264 43,354 Tax Amount without SOH $445.22 2016 Tax Bill Amount $367.92 Tax Estimator Save Our Homes Savings: $77.30 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) y $44,264 25,000 19,264 County Bonds $44,264 25,000 19.264 County General Fund — _ — $44,264 25,000 19,264 Schools $44,264 $25,000drool -- ---- — -- - -- - - - ---- — — --- — — - - j _ --- — — — -- City Sanford $44,264 ( $25,000 19,264 19,264 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2003 05043 0172 40,000 No I Improved SPECIAL WARRANTY DEED 6/1/1992 02446 j 159— Y 2 j $27.900 , No Improved WARRANTY DEED CERTIFICATE OF TITLE 12/1/1991 s--- 1 12/1/1991 Y 02373 0512 S100 No Improved 02365— 1744 $1,000 No Improved WARRANTY DEED 8/1/1984 01574 0968 34,000 , Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 82001 15000, 0 ! $175 00 1 S14,781 Building Information s Bed/Bath count incorrect? 7 Description Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall I Ad/ Value I Repl Value I Appendages http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=31193150I OE000060 4/25/2017 SCPA Parcel View: 31-19-31-501-OE00-0060 Page 2 of 2 Year Built Actual/Effective 1 SINGLE ( 1956 FAMILY Permits 3 2 1 0900 1,376 900 CONC BLOCK f t ' l I I I f j E 33, 2491 $59,110 Description Area OPEN PORCH 2000 UNFINISHED UTILITY 56. 00 UNFINISHED OPEN PORCH 52 00 UNFINISHED ENCLOSED PORCH 108.00 UNFINISHED ENCLOSED PORCH 240.00 UNFINISHED Permit # Description Agency Amount CO Date Permit Date 00499 ADDITION - RESIDENTIAL i SANFORD f $2,000 ; 12/3/2003 Extra Features Description Year Built Units Value New Cost No Extra Features http:// parceldetail.sepafl.org/ParcelDetaillnfo.aspx?PID=3119315010E000060 4/25/2017 REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door 30 Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other Address: ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set hzrp Plumbin Final MECHANICAL PERMIT Min Max Ins ection Descri tion Mechanical Rough Mechanical Final Max Inspection DescriptionMin Gas Underground Gas Rough Gas Final REVISED: June 2014 NOV 2 7 2017 13Y—iY- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / I, / % (.0 o Documented Construction Value: $ Job Address: Z511 4ell D-l- S`T Historic District: Yes No,9 Parcel ID: 31- 19 - 3 % - 5y I - C t:, Ci3 - co 60) Residential IK Commercial Type of Work: New Addition Alteration & Repair Demo Change of Use Move Description of Work: 1,14-euctar- nIlLviAc,,, - 5may-ES, 6, x7no-, -,GAy -e. Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name A & :1 I e l S Phone: Street: /!5/1 '9/9y'/ !S r Resident of property? : YKS City, State Zip: .t 1; ; d 3 32-77 Contractor Information Name (111MVIAI ,/ S Phone: w-/ 3 ./ g yyy Street: / %-- Fax: City, State Zip: 6%v?'r' , it 3 Z % y State License No.: eC-l3 i%D41/ y Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z Signature of Owner/Agent Date Signa ure o Contractor/Agen Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Sign Lure of Notary -State of Florida P •. DEBBIE BLANTON 4' MY COMMISSION it r"r 178648 EXPIRES: February 25. 2019 Bonded Thru Notary Public lJnd:nvnlers Contractor/Agent is Personally Known to Me or Produced ID. Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 0 A 1511 Elliott St— Sanford (RENOVATION —VACANT) 360 0 Add electrical required for family and storage room as required by code 225 0 Replace all switches and outlets 120 0 Relocate water heater from kitchen to utility room 120 0 GFCI — bathroom, kitchen and laundry 115 0 Provide 50-A, 3-pole, 4-wire receptacle for range 70 0 Provide 20-A dedicated, single receptacle for refrigerator 140 0 Provide 30-A, 3-pole, 4-wire grounding receptacle for dryer and 20-A receptacle for washer 90 0 Install two new exterior GFCI protected receptacle outlets —1 front, 1 family room side 180 0 New ceiling fans with light kits in 3 bedrooms 200 0 New light fixtures in remaining rooms 50 0 Replace exterior light fixtures — main entry door and rear door 270 0 New wired smokes / combos (3 smokes, 1 SD/Co) 50 0 Repair electric conduit on the back of the house 1,990.00 0 City of Sanford Permit CBI Permit #17-1768 y CITY OF SANFORD NOV A 2017 i , BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: try 7 7 9 6' Documented Construction Value: S Job Address: i ,1 E(l / 74 Historic District: Yes No `[ Parcel ID: Residential [r Commercial Type of Work: New Addition Alteration Rep/air Demo Change of Use P Move Description of Work: - - _lFe %Ca- wa-1 e l ea -iKel- , iese -I< ` l x 70im r1 Q (,Uafr c`oSr. % lip• rA-e S!fo)P Plan Review Contact Person: Title: Phone: ,,07- 3Y- 7f573Fax: Email: v 4 Ah4/ St' bl 4 0 ' `lsa, 44, 4': Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name l l i , e-.Phone: Vo l- Street: 2 e 2- Fax: Vb %— City, State Zip: ::dn eft,--* 3 % State License No.: Z-AOCZ— Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 / S k l P -. /<flv 749ennit Application V Q/ba C. - ( /.-ors o'' / / v 6" NOTICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature ofNotaryState of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application in . . 11(ov Florida HVAC, LLC 4731 SAXON DR NEW SMYRNA BEACH, FL 32169 386-216-5975 office@flhvac.net ESTIMATE ADDRESS CBI 2175 Marquette Ave. Sanford, FL 32773 ESTIMATE # 1037 DATE 11 /16/2017 ACTIVITY _ _ _- AMOUNT Job location: 1511 Elliot St, Sanford 15 HVAC 5,100.00 2 ton 15 seer Tempstar heat pump system,new registers Pay schedule as follows: 50% due upon completion of rough. Remaining balance due upon completion of trim. If you are in agreement with this proposal please sign below to authorize. Accepted By TOTAL $5, 1 00.00 Accepted Date Revision Response to Comments El City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17 -17 6 8 Submittal Date 10 12 17 .,. :. M e, Project Address: 1511 Elliott St - Sanford, FL 32771 ,,l~ 2017 Contact: Amber Corville COW Ph: 407-403-5658 Fax: 407-322-8641 Email: amber@cbiamerica.com Trades encompassed in revision: General description of revision: Building Revision includes: Revised Sanford product approval form Plumbing - Corresponding PT. product ap raval for SGD Electrical Drawing clarification that existing duct work will be used Mechanical - Drawing clarification of insulation values in ceiling and walls Life Safety - Revised energy calculations for exterior walls in storage and family room El Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building ROUTING INFORMATION Approvals CITY OF SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-1768 Date: 10/09/2017 Project Description: Revision Contact Name: Amber Corville Job Address: 511 Elliott Street Contact Email: amber()cbiamerica.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.pov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. K4]u'Ju1UY_l6I 1. Please provide two (2) copies of a new Sanford Product Approval Specification Sheet, as the previously submitted one contains products that will no longer be used due to the change in scope of work. FBC 107 2. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the sliding door FBC 107 3. Please clarify on the plans the location of the A/C duct — will an existing duct be used or a new duct installed? The size and location of the duct and register is required to be shown on the floor plan. FBC 107 4. The plans note to insulate the ceiling with R-34 while the Energy Calculations specify R-19 for the ceiling. Please revise accordingly so the plans and energy calculations match. FBC 107 5. The new Energy Calculations do not contain an insulation value for the frame walls. Please revise the energy calculations to show all the frame and cmu wall areas and their R-value. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- Revision El City of Sanford Response to Comments ECEIVIE Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 OCT - 4 201Email: building@sanfordfl.gov ftffl-) "* \ Permit # 17 -17 6 8 Submittal Date 10 02 17 Project Address: 1511 Elliott St - Sanford, FL 32771 Contact: Amber Corville Ph: 407-403-5658 Fax: 407-322-8641 Email: amber@cbiamerica.com Trades encompassed in revision: General description of revision: Building Per Seminole County Community Development direction, convert unpermitted family room into permitted Plumbing condition space Electrical Mechanical Add duct for family room Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals 150A401 tiNr> /0- 4-1 I RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CBI ELLIOT ST MJS 101017 Builder Name: J\\-DINGStreet: 1511 ELLIOT ST Permit Office: City, State, Zip: SANFORD , FL , Permit Number: # 1 7 - 1 7 6 8 4F Owner: Jurisdiction: SANFORDDesignLocation: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2 1. New construction or existing Addition 9. Wall Types (456.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insui, Exterior R=4 1 328.00 ft' b. Concrete Block - Int Insul, Exterior R=5.0 96.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=13.0 32.00 ft' 4. Number of Bedrooms(Bedrms In Addition) 0(0) d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (348.0 sqft.) Insulation Area a. Under Attic (Vented) R=19.0 348.00 ft2 6. Conditioned floor area above grade (ft') 348 b. N/A R= ft' Conditioned floor area below grade (ft0 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(83 9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 21.6 a. U-Factor Dbl, U=0.33 83.88 ft' SHGC: SHGC=0.22 b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24,0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 24.0 HSPF.8.50 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems - None required 8. Floor Types (348.0 sqft.) Insulation Area a' Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 348.00 ft' b. Conservation features EF: 0.000 b. N/A R= ftZ None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.241 Total Proposed Modified Loads: 11.66 PASSTotalBaselineLoads: 12.64 I hereby certify that the plans and specifications covered by Review of the plans and 1 HF STgTr.; this calculation are in compliance with the Florida Energy s ecifications covered b this'` yl ". P 9Y P Y y 3 ' - -z •r' Code. • calculation indicates compliance C'_F with the Florida Energy Code. ., ::. L O• PREPARED BY: - --- Before construction is completed : __ _ _ . _ tj DATE: t2_J_ _____- ._ ___ this building will be inspected for compliance with Section 553.908 1 hereby certify that this b ng, as designed ompliance Florida Statutes. with the Florida Ener ode. 1i'LJ OWNER/AGEN r - - - -_ ---_ DATE: BUILDNG 1 _ DATE: ___._ DATE: 11% - 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 3.0 ACH50 (R402.4.1.2). 10/ 10/2017 3:38 PM EnergyGauge® USA - v5A - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: CBI ELLIOT ST MJS 101017 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 348 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1511 ELLIOT ST Permit Office: Cross Ventilation: County: SEMINOLE Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, New/Existing; Addition Comment: CODE COMPLIANCE 405-2014 CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 1/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL. Sanford FL—ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 348 2784 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 348 2784 No 1 0 1 Yes Yes Yes FLOORS Floor Type — Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 53 ft 0 348 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Flat Composition shingles 349 f12 14 ft2 Light 0.7 No 0.9 No 0.5 4.8 ATTIC Vent Ratio in) Area RBS IRCCV # Type Ventilation (1 1 No attic Vented 300 348 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Batt 348 ft2 0.11 Wood 10/1012017 3:38 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowSpaceOrnt_----so----1NaIL1ype R_Value-Et-In Ft-1n area-J3-Value__Esaction-Absor_Grade%-- 1 N Exterior Concrete Block - Int Insul Main 4.1 4 8 32.0 ft' 0 0 0.3 0 2 W Exterior Frame - Wood Main 13 4 8 - 32.0 ft' 0.5 0.23 0.300000 0 3 W Exterior Concrete Block - Int Insul Main 4.1 8 8 64.0 ft' 0 0.300000 0 4 S Exterior Concrete Block - Int Insul Main 4.1 29 8 232.0 ft' 0 0.300000 0 5 E Exterior Concrete Block - Int Insul Main 5 12 8 96.0 ft' 0 0,300000 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame- --Panes- -- NFRC U-Factor SHGC _ - Area Depth Separation Int Shade Screening_ 1 W 3 Vinyl Low-E Double Yes 0.33 0.22 40.0 ft' 0 ft16 in 0 ft6 in None None 2 S 4 Vinyl Low-E Double Yes 0.33 0.22 24.0 ft' 0 ft16 in 0 ft6 in None None 3 S 4 Vinyl Low-E Double Yes 0.33 0.22 19.9 ft' 0 ft16 in 0 ft 6 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) . 000152 139.2 7.64 14.37 .1113 3 HEATING SYSTEM System Type - - - Subtype-- Efficiency Capacity Block Ducts _ 1 Electric Heat Pump None HSPF:8 5 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHRBlockDucts_ 1 Central Unit None SEER: 15 24 kBtu/hr 800 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- - Return - Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool t Attic 6 21.6 ft' Attic 5.4 ft' Default Leakage Main (Default) (Default) 1 1 10/10/2017 3:38 PM EnergyGauge© USA - v5.1 -Section R405.4.4 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat'. Y Ceiling Fans: CoolingJan HeatinJan Ventin Jan Feb XFeb Feb Mar XMar Mar A r [ APr A j Ma j May Ma Jun rjJun XjJul Jul Au[ rl Au X] Se [ j j Se j) Oct Oct j Nov X] Nov j Dec X] Dec XX X r j Jun j Jul Aug j Se [X) Oct X] Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 --' 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM fib 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 10/10/2017 3:38 PM EnergyGaugeO USA - v5.1 - Section R405 4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1511 ELLIOT ST, SANFORD, FL, 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=0.33 SHGC: SHGC=0.22 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Addition Single-family 1 0(0) No 348 Area 83.88 ft2 ft2 ft2 ft2 Insulation R=0.0 R= R= 1.333 ft. 0.220 Area 348.00 ft2 ft2 ft2 9. Wall Types a Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. Frame - Wood. Exterior d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 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 PL Display Card will be completed based on installed Code com p Builder Signature: _ Date: %z Address of New Home: _ City/FL Zip: 32-7 71 Insulation Area R=4.1 328.00 ft2 R=5.0 96.00 ft2 R=13.0 32.00 ft2 R= ft2 Insulation Area R=19.0 348.00 ft2 R= ft2 R= ft2 R ft2 6 21.6 kBtu/hr Efficiency 24.0 SEER:15.00 kBtu/hr Efficiency 24.0 HSPF:8.50 Cap: N/A EF: Pstat Of HE• 5T 1f, CAD 11'E.T,ram Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's supportstaff. Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/10/2017 3:38 PM EnergyGauge& USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Kesidential Whole Building Performance and Prescriptive Methods ADDRESS: 1511 ELLIOT ST Permit Number: SANFORD,FL, 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 plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 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 individuaas 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. O R402.4,2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 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/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception; Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 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 ceding covering. R403.1.1 Thermostat provislon (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. 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), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0. (g), or (i), Florida Statutes, 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 handler 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 handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/10/2017 3:38 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'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 readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 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 a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140°F (38'C to 60'C). R403.4.4.1.2 Shutdown. 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 burner(s) of combustion types of service water heating systems to be turned off. O R403.4,4.2 Water heating equipment. Water heating equipment installed in residential units 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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 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. O 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 calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/10/2017 3:38 PM EnergyGaugeo USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb 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. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on anintermittentbasis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F, R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 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. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 62 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 public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting faWures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting factures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 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. 10/10/2017 3:38 PM EnergyGaugeg USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CBI ELLIOT ST MJS 101017 Budder Name: Street: 1511 ELLIOT ST Permit Office: City, State, Zip: SANFORD , FL , Permit Number. Owner: 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 subfloor 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 spaces. 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 airtight, IC rated, and sealed to the drywall_ Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms 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 gasketed doors 10/10/2017 3:38 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 RECORD COPY wCity of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 17-1768 # 1 7 - 1 7 6 8 Project Location Address 1511 Elliott St - Sanford, FL 32771 REVISION As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1.'This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. qo 57w,PC-1-jt, voofL N/•1. JS f ItvF. trJSThtAR PtA?_ R_hn15/ Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging 6+80-tt— Sliding Pella Corporation Sliding Exterior door FL1824-R8 Sectional Roll U Automatic Other 2. Windows Single Hung PGT Industries 5400 SH FL239.9 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description_(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Amber Corville Please Print) June 2014 7/28/2017 Florida Building Code Online i :OrVC mLog In User R BCtsHoeRegistrationj Hot Topics Submit Surcharge Stats IS Facts I Publ catians FBC Staff BCIS Site Mao i Links I Se,,,Ch Product Approval USER. Public User ProCuct ADDrnvai Mpn > prndUCY Or ACCII .Sn 4v h > ADC"OtlOn Lltt > Application Detail FL * FL1824- 118 IS ON Application Type Revision RENf I Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by thePOCand/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 Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella. com TROY FARR tbfarr@pella. com Joseph Hayden 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@peila. com Pat Bortscheller 102 Main Street Pella, IA 50219 641) 621-1000 PJBortscheller@pelia. com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association James L. Buckner, P.E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/CSA 101/I.S.2/A440-11 Method 1 Option A Year 2011 https:// www.flondabuilding.org/pr/pr_app_dtl.aspX?param=wGEVXCtMDgs3tzPSJCZN WaanLsn3fAg%2bFkfi W4eKBpQ%3d 1/2 7/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 02/17/2016 02/17/2016 02/18/2016 FL # Model, Number or Name Description 1824.1 Series 10/25 High Performance Vinyl 2-Panel "OX" Sliding Glass Door (XO, 94 3/4" x 81 1/2") Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F IS24 R8 C CAC CCL-411-H-951odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/04/2022 Design Pressure: +50/-50 Installation Instructions Other. Configurations of glass shall conform to the current FL1824 R8 II Drawing 1450.Ddf ASTM E1300 standard tit have safety rated glass Verified By: Warren Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL1824 R8 AE Drawing 1450.Ddf Created by Independent Third Party: Yes 1824. 2 Series 10/25 High Performance Vinyl Single Panel "0' Sliding Glass Door (Sidelite, 47 1/2" x Sliding Glass Door 81 1/2') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1824 R8 C CAC CCL-411-H-962 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2022 Design Pressure: +50/-50 Installation Instructions Other. Configurations of glass shall conform to the Current FL1824 R8 II Drawing 1450 odf ASTM E1300 standard S have safety rated glass Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL1824 R8 AE Drawing 1450.ndf Created by Independent Third Party: Yes clack Next Contait. USUS :: 2601 Blair Stone Read. Tallahassee FL 32399 Phone, 850-4E7-t a24 The State of Flerfds Is an AMEEO employer. Caovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditlonal mall. If you have any yuestbru, please contact 850.487.1395. *Pursuant to Section 4S5. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 retard. 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, FS., plant dick 1kSIL. Product Approval Accepts: Credit Card Safe httpsJ/ www.floridabuilding.org/prlpr app dtl.aspx7param--vGEVXQwtDgs3tzPSJCZNWaanLsn3fAg%2bFkfiW4eKBpQ%3d 212 94 3/4' MAX. FRAME WIDTH 2' 94 3/4' MAX. FRAME WIDTH 4' MAX. 190 MAX — J C. FIN ANCHOR WITHIN 2' OF CORNERS k B' MAX. j 0/TABLE' ANCRERHOEQUIREMENTS ON SHEET 2 SmAe FOR REQUIREMENTS. FRAME SCREWS WHERE SHOWN. FRAMESSEE ANCHOR I REQUIREMENTS TABLE' ON SHEET 2 FOR REQUIREMENTS. 0 z 0 o CLUSTER FIN ANCHORS AT THIS LOCATION SUCII THAT THERE ARE A TOTAL OF S POSITIONED AS SHOWN. SEE FRAME ANCHOR 4 STRIKE SCREWS INTO um Al j REQUIREMENTS TABLE' ON SHEET 2 FOR REQUIREMENTS. j 1O SUBSTRATE SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 2 R SCREW REQUIREMENTS. SCALE. 3/4' - 1'-0' "a GET1ERAi — Na FIN MOUNT CONDITION) TM T1-+ WEEP HOLES SHALL RE PURGED IN THRESHOLDS ASM07REQUIREDBYAPPLICABLEQUALITYASSURANCE ALL i5ftL RS oM11 K N ACOOIONICE Nlll THEY DRMRIIas ownAHCOR EYKO 10 RAYWTEMALSlMltKKTOIOWALLF*M OR STUCCO. 010 NCS, 6IR iL'10 MOM FASIEIGS NZT K fM MY CESWED a MIKLLD To TRANS M WNDiHSIDE TeWON-Wf a RATED PM= RMAIIATIONS ME N IQOMWCE 1RM MO NEST THE REOMM1OM a TK RO DD T INLDaFD tmE 4. ALL AMCIORS SEC W MO(MN7 FMNtl To PRCMW TWATED WJCM O1 WOOD NUIM SKIT KCAPRRIEOFACMWOORAMMCAUSEDnDIEPKSSIMETWATNOCEIOGLSNTFFEW = L IIA1FRlAlS. DILt1101M M NOF LOOM TO STEEL SCMK DMT COME Nm COMIMT WDH OIHOIT16s0OFwTORALSsmM¢T TK REOWIEYFNIS or aaml IMIDIO CODE CIMfIOI >n L To TK 4W 1W OUR mmWUMX TIE FROOLI MOM 111M 6 COMM a 6MMIY ASSWMO RT A nom" STATE AFFIDW CERNIWION/pA EMTmr a S VU K LAMED N AmolovICE mm TK Foe AMTHE1RLMMouva1NFOFR16RR53kMWESSOKALRENRAMSfWrATOMNIOOIOIAUDWY 6 NOT PAU Of TM OMWM Alm SVU K N AMOROAMCE WNN THE MAMFAcnmE S DWI!% ASSUMNEt SKCVGATION3 k TERM RO'MIS 7. CE111RICAT1011 OF D= FTTOOUCI DMIAT1014 S KL K C0 WERM V= F ANT OF DE FOUDW IC AMLV' 1) 1011001M 6 NSTAILED RMOW A PROM FEAR nt0M THE Mftt1tE LOCAL NEDMO ALL DOOR CONDITIONS) 50 PSF SSURE SHOWN IN THIS TABLE IS- I INSTALLATION CONDITIONS ONLY. GOVERNING DESIGN PRESSURE ON WINDOWS SHALL. HE THE LESSER THAT SHOWN IN THE INDWIDUAL- DOW'S STATE APPROVAL OR THAT TWN IN THIS TABLE j E7 MIOR ELEVATION - SLIDING DOOR SCALE 3/4' - 1'-0' FRAME SCREW MOUNT CONDITION) OEFARIMOO. F fROCxT 6 T16'UIIID Rl AMTC[ OD101 iTMM A Il>TL® DNIFRAna E>vERo= WNN NSINIATONS OF TM TTK OF PWDI CT. 3) F *M= ME OOC MM To nE pnMCM CZRIVICAIOM a„,D„ MtAWAtgM a MSm ON AffMGYE AIICpR STAMOMDS AHp/OREIfITIYtCEDIRITATETHATCNZETMOEIMAU7fOM3TOKR1CM11CTORNGMASTDOMWWIMTHASDamTESTED. NFOIWlA1OlI • RCSLLIi i110M APFltA6E TEST IEPORfi TIE ROROA OU/0JIM CODE VEM M CODED WON THE EVNLAION WAS THAT RI IDNDE AT UM 7WELIKLASTDESMP&M ME 9-O3FED ElnM N Un 6FAIaE an N IM FR061CH CER lFrA ON COSIWLCONTROL FOR DE WWTAUED PRODUCT. OF DE EVAMMML N THE PUT OF CODE VOWN CWOE;AFpIIp M NTHEEVDOTHATMIORADODOIALTESrM6OOMILETEDDMTIERETTRRIDR. THM ORAWM CUM THE PAD= RSINLATON OILY. WATER FOOMM OF IK 96I4ILM PI1001LT 6 MOT FMF OF MS RSFNLOW CEIOI A170K 7NAT RESPORRIUM S KL BE TNAT OT `0d 4AIAFACDMDT PROOAICT. MR TO SFATNO CODE COMfW= WTM THE SWL THE M1NI XMM SHALL COWV41 WNN IK DUP" OtOM EVAMMTEN E 4SW OF KODM TIMT 11Ek/NI tNLLIt Al 1 SUM MEMI ECMEWOHME 71U C X= WSTVA ufT t ml w NAm fallDE An NATANATMN OF AIW cb l NIAriA','1 IA Op OIIAwPROD= NO ff" R7IVA"I 19' 4' MAX. O. C. II L4' MAX. swm k aF B MAX' O. C. 4' MAX. y cif \\ rl IA of ALTER NA ANCHQR/SLmSrrr TF EVA IATION M - ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRAME ANCHOR REQUIREE/YSSEMS TABLE OPENDC TYPE ( SUESTRA OFOO NO FAS1EN01 T?E EMEW EDGE 01 FRAME SCREWS WOOD 1RA1e OR DIAL GR. 3 k 0-0.53) NO. 10 SMS OR WOOD SCREW 1 1/4' ]/4' w- Ci 3 ! 6-0.S4) NM E X 1 1/2' on Il 3/a I ,• 11 (Wul 1y1. 3 k C-O.SS) --- 1 NO. 6 SO OR WDOo SCREW 11 1/4' 1 1/2- 1) COMMEorrw RA16 /RED HEAD TAAPCONS (C.L MRS.s) DIET win KWIIX-ELC0 4 (CS ORSSS). 2) MAIL nm SLREIIS MUST HU£ A HAT 3/40 WASHER AT THE SCREW HEAD. 3) FRWE SPEAR SCRM MIXT DE MN HEAD SCREWS. 47 1/2' MAX, FRAME WIDTH 47 1/2' MAX. FRAME WIDTH — 4 6' MAX. — Id' WIX.1 1 O. C. 11 I( FIN ANCHOR WITHIN 2• OF CORNERS & 6' MAX. FRAME SCREWS WHERE O. C. SEE REQUI" FRAMREMENTSANCHORREQUIREMENTSSHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET TABLE' ON THIS SHEET FOR REQUIREMENTS FORREQUIREMENTS. appaummniR W FIXED W FlXED 4 o m A S AR 4 EXTERIOR ET EVATION• SINGLE FIXED PA lEL SCALE 3/4' - 1'-0' NAIL FIN MOUNT CONDIRON) ETiIOR ELEVATION• SINGLE FIXED PANE? SCALE: 3/4' 0 1'-0- FRAME SCREW MOUNT CONDITION) 6' 1MAX. 1 4' MAX. yvI1 16' MAX. zal O. I` C. J W CL 3 A T4' MAX. 1 &- g OF FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER 'FRAME SEALANT BY ANCHOR REQUIREMENTS TABLE' SUBSTRATE BY OTHERS PER 'F OTHERS BEHIND WUL SEAL SPACE WITH LOW ANCHOR REQUIREMENTS TABLE' EXPANSION FOAM AROUNDr•.i' PERIMETER OF DOOR RUME NOT APPLICABLE AT SILL). 1/4MAX. SPACE SECTION rA SCALE: 1/2 FULL Q3 NAIL FIN MOUNT) NOR I BUTYL SEALING WASHER REQUIRED AT EACH FASTENER LOCATION AT THE SILL SEALANT BY 1/4' MAX. SHIM OTHERS AT EACH ANCHOR ar N•`•:. SEALANT BY OTHERS r,..'.; '• FRAME ANCHOR r'' ': +.:-:: s`•. PER ELEVATION SUBSTRATE BY SECTION OTHERSPERC FRAME ANCHOR SCALE 1/2 FULL 3 REQUIREMENTS FRAME SCREW MOUNT) TABLE' SEALANT OTHERS E ANCHOR PER ELEVATION 1/ 4" MAX. SHIM _ SEAL SPACE WITH LOW AT EACH ANCHOR EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME NOT APPLICABLE AT SILL). } 3/ 8" MAX. SHIM STRIKE ANCHO AT EACH ANCHOR PER ELEVATION , FRAME ANCHOR PER ELEVATION tE SUBSTRATE BY OTHERS PER W ' FRAME ANCHOR REQUIREMENTS - TABLE' SEALANT BY EXTERIOR OTHERS SECTION A2 SCALE: 1/2 FULL 3 FRAME SCREW MOUNT) CONTINUOUS WOOD MEMBER LESS SUBSTRATE BY IN SIZE THAN A 2X_ BUCK TO BE OTHERS PER MIN. 3 1/2' DEEP. NOT REQUIRED FRAME ANCHOR WHEN SHIM SPACE IS WITHIN REOLIIRENENIS ALLOIYABLE DIMENSIONS SHOWN IN TABLE' SECTIONS). r FRAME ANCHOR 7 / Li ll PER ELEVATIONS FRAME ANCHOR REQUIREMENTS TABLE' EXTERIOR OPTIONAL DIRECT AMOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL N07 SHOWN, SEE OTHER SECTIONS) SLIDING DOOR SHOWN, FIXED PANEL DOOR IS INSTALLED THE SAME) FRAME WIDTH EXTERIOR SPACE WITH r\_L"GwEXPANSION FOAM AROUND nLca PERIMETER OF DOOR FRAME (NOT APPLICBLE AT SILL). sEcnoN SCALE F= n 1/ 2 FULL 3 In i a O FRAME SCREW MOM n 8!; W oN u a u 31a 0 a Yc4 o_ rig. H q t Opil 1 " m or L__.I WINDOW R DOOR h1AUUFACTl1RERS ASSOCIATION Hallmark® Certificate of 1 WD-MA Conformance License CCL AMS, INC. cmcntAdm, nlSystems. and 111C. 111C. Pella Corporation Mfr ID: 411 102 Main Street Formore Information visit www.amscall.com Pella, IA 50219 Website: TEL: 641-621-3820 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 411-H-951.10 10/25 Series High Performance Patio Door 101/I.S.2/A440-11 Class R-PG50; Size Tested 2407mm 2070mm TCT008504P.6Rev2 10/6/2015 6/4/2022 2407mm x 2070mm; DP +50/- 50 psf; Water Test Press 360Pa (7.52psf); Can. Air 411-H-951.11 Infil/Exfil. Level=A2 10/25 Series High Performance Patio Door 101/I.S.2/A440-08 Class R-PG50; Size Tested 2407mm 2070mm TCT008504P.6Rev2 10/6/2015 6/4120222407mmx2070mm; DP +50/- 50 psf; Water Test Press 360Pa (7.52psf); Can. Air Infil/Exril. Level=A2 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. 40-20 10114109 Monday, February 15, 2016 By: i lL IZV _ Jolnf ,1lcFee, VP of Cori, rams, ITDAL-1 Hallmark By:%6 , , .Iy:. jet, Rhonda Schot_, AuthorizedRepresentative, AAfS Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL ( 312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com Page 1 2/212017 Florida Building Code Online BCIS Home i Log In I User Registration Hot Topics I Submit Surcharge 1 Stats & Facts Publications I FBC Staff I BCIS Site Map Links Search j Florida r Q'i-if' Product Approval IUSER: Public User r ,,,.. . iuu;c Product Aooroval Menu > PreduR or Aoolicatlon Search > Application List > Application Detail FL # FL239-1123 I!SION Application Type Revision RE 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 4 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/28/2016 Date Validated 06/29/2016 Year 1994 https:/Mrww.floridabuildi ng.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDquS1 Bu8CAEm SE70C31VX3PGOM FJzgGSVsrS%2WThCtHX7N2JH b%2fO62m N 5.. 1/3 2/212017 Florida Building Code Online Date Pending FBC Approval Date Approved 07/03/2016 Date Revised 08/22/2016 Summary of Products FL # Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 16-0505.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 16-0505.02.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0612.12b.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0612.12b.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519.07.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519.08.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0609.02 LM.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0609.02 LM.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0609.03 SM.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0609.03 SM.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: https://www.floridabui ldi ng.org/pr/pr_app_od.aspx?param=wGEVXQwtDquS 1 Bu8CAEm BE70C31VX3PGOM FJzgGSVsrS%2ftA2ThCtHX7KI2JH b%2fO62m N 5.. 2/3 2/21/2017 Florida Building Code Online Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0612.11 LMI.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0612.11 LMI.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL239 R23 C CAC 15-0612.10 SMI.Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0612.10 SMI.pdf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519.06b.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519.06b.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R23 C CAC 15-0519.05.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R23 II 15-0519.05.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: lk_=i E' Credit Card Safe https://www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGOMFJzgGSVsrS%2ftA2ThCtHX7fg2JHb%2fO62mN5.. 3/3 M IAM t•DADE NIIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidAde.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with *the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.06 MIAM>DA®uNrY f fL 1 ! Expiration Date: July 30, 2020 I { Approval Date: July 30, 2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Manuel e , P E. Product Control EkesiAer NOA No. 15-0519.06 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51h Edition 2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS 1. None. E-2 V Manuel Per , P. . Product Control E ami er NOA No. 15- .06 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 ANCHORAGE EXAMPLE FOR 26.1I5'MAX. O.C. •"i RADIUS -TOP 21-5/8' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING HEADER (SIM. FRAMWSEAM AXFROM 64' MAX. BUCK WIDTH FOR ARCH -TOP MAX. O.C. HEADER ( SIM FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR FOR ALL - 3D' 12' MAX. / / WINDOW T1,PE5) LEVEL, SEE SHEETS 6.7 IMPACT RESISTANCE W INDOW TYPES) SHB, SEEEET 3 _ MAX. O C. -(l j\ - 6. aucK WIDTH 10' MAX. FROM B. SEE _ A. SEE SEE SHEETS r 1-114' SHEET 3 - 30' MAX. O.C. +_12, MAX SHEET 3 FI%ED VISIBLE 12' MAX. FRAME SEAM D. SEE ^ 8, 9 j1 A, SEE r - LIGHT WIDTH - - -L -"T' SHEET 4 12' MAX. 5, SEE - _ 30' MAX. 0 C. - r SHEET3 _ C. SEE FIXED SHEET3 12'MAX. SHEET4 EQUALLY / GIHT T SHEET 3i EQUALLY I / 17-7l6' MAX O.C. SPACED SPACED _I A TABLES PER 17.7/ 6' MAX. O.C. / HEIGHT ANCHORS PER TABLES 5 t 7 / { EQUALLY / TABLES { i 7 / D7,76- SPACED 17-716' MAX. O.C. / 0 MAX. ANCHORS PER 54' B4' 0 BUCK TABLES { i 7 62' O BUCK BUCK - HEIGHT MAX. HEIGHT X /\ 10' MAX. O.C. 10' MAX. O C. 10' MAX.IO.C. BUCK AS SHOWN HEIGHT x ,- Q ---'- x Q HEIGHT 1 X_ •Q (0AX.) 1i MAX.) EQUALLY 13- 3/4' MAX, O.C. SASH / 13.3/4' MAX. O.C. --- - -- SPACED EQUALLY 13.3/4' MAX. O.C. EQUALLY I T ANCHORS PER - - SPACED VISIBLE _ SPACED `- -- SEE T TABLES B i z / ANCHORS PER LIGHT ANCHORS PER SHEETS JJ A TABLES t7 / HEIGHT TABLES L7 / C i Al / 1A e69 / I? MAX. 6-1? MAx , 6•II2' MAX. NO ANCHORS AT SILL ' B (SEESILL WEEP• B--- NO ANCHORS AT SILL B J NO CH R A ILL_ iii"'{ SEE SILL WEEP- Df- 1•i/4' 64' MAX.MA%BUCKWIDTH NOTCH DETAtJ, SASH VISIBLE I 6EE SILL WEEP- I SEE SILL WEEP• SHEET 3 LIGHT WIDTH NOTCH DETAILS, III" 54' MAX. BUCK WIDTH -j NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 6 e 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW , 1) THIS PRODUCT HAS BEEN DESIGNED i TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERSAREREQUIREDWHENUSEDINWIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRYUNITSANDCONCRETEWITHMINKSIPERANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATIONISTHERESPONSIBILITYOFTHEENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BESEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/ 4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGNPRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E13D0. O) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGNOFTHISPRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHEREQUIREMENTSOFTHEFLORIDABUILDINGCODEFORCORROSIONRESISTANCE. 8) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7954; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE L BRONZEA.IGHTER SHADES OF CAP COATED PVCEXTRUSIONNOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAFLPA NOS L ALUMINUM DESIGN MANUA 11) APPLICABLEEGRESSREQUIREMENTSTOBEREVIEWEDBYBUILDINGOFFICU,L. USER INSTRUCTIONS: Nst 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. S' ' ••, if 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWINGYOURGLAZINGOPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE NU B5T05 -_ YOVR WINDOWSDESIGNPRESSUREFROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINEDINSTEP1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOWSUBSTRATE 15 ' tt/ _ O , WILL MEETREQUIREMENTSFORYOUROPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS OF ` :' AT FROMTHISSHEET -SET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. a it •. FIOR\ Or'''C7` NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL. FLANGE, 7 f rs5' INTEGRAL FINOREQUALLEGIBOX). r(!IKNN MILLW. P E. P.E. Y 66705 GENERAL NOTES........................ 1 ELEVATIONS ............................. I FRAME, GLASS L ANCHOR OPTIONS ........... - ............... 2 INSTALLATION, FLANGE L EQUAL LEGIBOX................ 3 INSTALLATION, INTEGRAL FIN i J- CHANNEL........__..._... 4 GLAZING DETAILS ........... -....... 5 DESIGN PRESSURES ........ _ 6. 7 ANCHOR QUANTITIES................ 5, 0 EXTRUSION PROFILES.........-.., 10 ASSEMBLY a PARTS LIST .......... 11, 12 ms o 7 wnr IbH bn: R rlu1 By: DaNr R rlslon: Do crfpUon: Drawn By: GENERAL NOTES 8t ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE TIUr. pot,; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-460- 160000 _ amp rrran: scan: anus WowmO No. CERT. OF AUTH. 129296 SH-5400 NTS 1 OF 12 MD-SH5400-01 Glans Type Description (Listed from Exterior to Interior) Desl n Pressure Table N Eheetlf 1 3/4" I G.: 118" A Exterior Ca + 1/2" Air Space + 1/8" A Exterior Cap 4 6 2 3/4" 1 G.: 1/8" T Exterior Cap + 112" Air Space + 1/8" T Exterior Cap 4,5 6.7 3 3/4" I.G.: 3/16" A Exterior Cap + 3/8' Air Space + 3/16" A Exterior Cap 4.5 8,7 4 3/4" 1 G.: 3/16" T Exterior Cap + 3/a" Air Space + 3/16" T Exterior Cap 4,5 6.7 Group Anchor Substrate Min. Edge Distance Min. Embedment' N10 SMSP.T. steel, 16-8 S.S. or 410 S.S.) Southern Pine (SG=O. 7 1.3/8' Steel, A36' 3/8" 0.050" Steel Stud, A653 Gr. 33' 3/8' 0.0451' (1a Ga.) 3/16' steel Ullracon P.T. Southern Pine (SG=0.55) 7116' 1J/8' Concrete (min. 2.a5 ksi) 1" 73/a' Ungrouled CMU, (ASTM 0.90) 2-1/2" 1-1/4' B N12 SMS steel, 1" S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16' 1-3/8' Steel, A36' 318" 0.050" Steel Stud, A653 Or, 33' 318' 0.0451" (18 Ga ) Aluminum, 6063-1-5' 318" 0.G63' C 1/4" steel Ullracon Concrete (min. 2-85 ksl) 1' 1J/4" Ungrouled CMU, (ASTM C-90) 2-1/2' 1-1/4' 114" steel Cretetiex Concrete (min. 3.35 kel) 1" 4' 114" steel Ullracon Concrete (min. 2.a5 kal) 2-1/2' 1-314" 1/4' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 1J/8" 114' steel Crelellex Concrete (min. 3.35 ksl) 2-1/2' 13/4' D 1/4' steel Creleflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' P.T. Southern Pine (SG=0.55) 1' 1.3/8' 114" steel Aggre-Gator Concrete (min. 3.275 kel) t-712" 1-3/8" 1/4' steel Aggre-Gate. P.T. South Plne SG=O 65 1' 8' Grouted CMU, (ASTM C-90) 2'4 2" Group Anchor Substrate Min. Edge Distance Min, Embedment* E 2-1I2' x .131' Common Nall P.T. Southern Piro (SG-.65) 3/8" 2-7/16' 2.1/2' Ring -shank Rooting Nall P.T. Southern Pine (SG=.55) 3/8' 2-7/16" F M10 eel, True1 - 8 SMS steel, 18.8 S.S. or 410 S.S.) P. T. Southern Pine (SG= 55) 1/2' 1a18' Aluminum, 6003-T6' 3/8' 0 050" Steel Stud, Gr. 33' 3/a' 0.0451' (18 Gs.) Steel, A30' 315" 0.050' N12 SMS steel, tins S.S. or 410 S.S.) P. T. Southern Pine (SG-.55) 9/18' 1J/8' Aluminum 6003-T5' 31W 0.06T Steel Stud, Gr. 33' 315' 0.050' Steel, A36' 3/8' 0.050' GLAZING NOTES: A" A -: ANNEALED T' = TEMPERED MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, IN. Fu-45 KSI a MIN. Fy33 KSI. UNOROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glase Frame Frame Types Options Contl9s shapes Installation Options that may be used see Fig B) see Table 1) see Fig A) see Flg C) Into 2X Wood FramdBucksldp - sheet 3, option 1 Flange 1- 4 EquY{ lle, ew O& 9Amh-Top Reot., Through the home Into Concrete/CMU - sheet 3, option 2 tit) Cottage Cottage Radius -Top Radius -Top pof the window. through 1X Buckaldp Into Concrete/CMU - sheet 3, option 3 Into Metal - sheet 3, option 4 Into 2X Wood FramdBucksldp -shoot 3, option 1 Box / Equal) 1-4 Equ Piovie, O& Square/ Rect., Arch - Tops Through the Irsme Into ConcmtdCMU - sheet 3, colon 2 Ih, 7gh 1X Buckotdp Into Concmte/CMU -cheat 3, option 3 QM) 6 College CottageRadius -Top of the window...... into Metal - sheet 3, option 4 Through the Into 2X Wood Freme/Bucksldp - sheet 4, option 5 Channel Equal-Ute, Squsra/Rect., Integral tin...... Into Metal -cheat 4, apllon 7 M1) 1 • 4 Ode9Prodew d Collage Arch- Toplus-T p Radus-TopP' ThroughtheasnwInto2XWoodFrame/Bucksld sheet 4, option 6 Into Metal - sheet 4, option a ofthevAndow...... Through the Into 2X Wood FramdBucksldp -sheet 4, option 5 Integral Fin Equal-Ute, Squere/Recl., Integral fin...... Into Motel - sheet 4, option 7 1- 4 Ode9PrcMew a Cottage Arch - Top 6 Rsdlus Top Through the trams Into 2X Wood Frame/Buckstdp -shoot 4, option 6 r.. Inlo Metal -sheet 4, option 8 orthevAndow...... EQUAL- LITE ORIE7 COTTAGE I BUCK WIDTH BUCK WIDTH I-- 4 BUCK WIDTH I— iT r7 L ce T M 2: U xy W O' Uy/ M 07 p/ W RECTANGULAR 1 RADIUS TOP i t y ARCH - TOP 1 Fir: 11RF A• FRAUF TVPFC 11 4 ,1 BOX OR 1 O 1 IIIN GINVU" QMA-AJ ACUVC UK WNHR { ARC AFVKUVtU. SHArtS MAT BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. S\ ........... IN. OF 3 No, S8705 3r rHREADSBEYOND THE METAL 1 Q SUBSTRATE. FOR i3 '•, 77 /s :.I% r17 STEELSTUDS, MIN. F 45 U'•, S7AT F 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 MIN. Fy33 KSl.a i CS '.r,ORIDA,. •' G i941)-480-1600 A l/Ij111'µ52705 PE. Y16e705 CERT. OF AUTH. #29295 R. W.I-: McFriptIm: Dm- W. GLASS/ ANCHORS/FRAME OPTIONS I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15 SH- 5400 I NTS I 2 OF 12 I MD-SH5400-01 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT T FLANGE FRAME n— 1 j EDGE SHOWN II _j_L DISTANCE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT L- SASH EXTERIOR VISIBLE LIGHT HEIGHI 86 OPT 87 30 INIERIOR 31 WEEP NOTCHES AT BD EACH END. EOUAL-LEGIBOX a FRAME SHOWN O U 27' X 1.25' WEEPHOLE W/COVER® 2.87' FROM 38 EACH END. • , LSHI MAX SHIMM TYP. ANCHOR TYPE TYP. ANCHOR TYPE, EMBEDMENT AND EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SEE TABLE 2, SHEET 2. SUBSTRATE, i SEE TABLE 2, SHEET 2. 19 20 OPT, SASH TOP LIFT RAIL f•. C FLANGE FRAME INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEJCMU. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM I 1/4' MAX SHIM —-I •+-- r 1B SASH VISIBLE LIGHTWIDTH _ FOR ALL WINDOWS: NOTES: SHOWN I-- 1 1 ANCHOR ® 3.55' 1) USE ONLY 21 FROM END AND AT CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36' WIDE' SHEET 2. FOLLOW EMBEDMENTAND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY 45 46 47 CREWS ®16316' INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS 0 6.316' USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS VERTICAL SECTION B-B THAN 1-112 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR WHEN USED) SHALL BE DESIGNED 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO TESTED UNIT THE STRUCTURE, WOOD BUCK LOCATION: 6-5/6' DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1/4' MAX SHIM BEADING TO BEADING. NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EQUAL -LEG WIDTH FRAME SILLS SASH: BUCK WIDTH - 6-12' FIXED LITE: BUCK WIDTH-4.316' HEIGHT (EQUAL-LTTE) BUCK HEIGHT2. 3-15116' BALANCE YPE VARIES WITH SASH WEIGHT EXTERIOR FIXED VISIBLE 4 emu\ LIGHT WIDTH I EQUAL BUCKWIDTH —[LEG/BOX FRAME HORIZONTAL SECTION A -A SHOWN EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGEJ_ • DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, SHEET 2. 4 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4' MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 610 OR Al2 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR ID LYNN dl/ZZF ri,: IJo 50705 V S AT T ••., FLORIOP,•' 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 C\` 941)-480-1600 NA! L,W MIIlL6. P E. P.E.Y 5/705 CERT. OF AUTH. 029296 1/4' MAX. SHIM C EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL ly: Dale. R Wsbn: i' Dale. Rar(fon: D...ApDon: Drown By: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI DOa: I Dal.: 31NGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Sod./Modal: Scale. Sheol: Drawing No. Rar. SH-5400 NTS 3 OF 12 1 MD-SH5400-01 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL i_-• EMBEDMENT EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCESHEET. J-CHANNEL TYP. ANCHOR TYPE, FRAME 1 EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SHOWN .-L SEE TABLE 2. SHEET 2. o SCREW SHOWN) T- 1/4' MAX SHIM 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 1e (NAIL SHOWN) FIXED 19 VISIBLE 20 OPT. SASH TOP LIFT RAIL LIGHT HEIGHT FOR ALL WINDOWS 49 4e 21 D 22 73 0 14 45 4e 47 35 BUCK O HEIGHT 50 a D 16 85 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT ee i_ 16 OPT. 91 30 65 63 INTERIOR 31 WEEP NOTCHES AT e0 n EACH END. NO ANCHORSKlllllREQUIREDINFRAME 7 SILLS IF ANCHORING THROUGH FRAME. INTEGRAL FIN 1/4' MAX FRAME SHOWN 0 SHIM 27' X 1.25' WEEPHOLE 3B W/COVER 0 2.ar FROM EACH END. T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE f— EDGE DIySTANI DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. -1 EMBEDMENT L SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR ® 3 55' FROM END AND AT CENTER. FOR WINDOWS OVER 3e' WIDE: ADD ADDITIONAL SCREWS ®16-3/e' FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS ® e•3/6' FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6.5/e' FROM SASH END. EDGE DISTANCE I JLHANNE FRAME LLNOTES. SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1.12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-lf2' THICK OR GREATER. I AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH SASH: BUCK WIDTH - 6-12' FIXED LITE: BUCK WIDTH-4-3/e' HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3.15/16' INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR NOTE 2, THIS SHEET. if EDGE DISTANCEBUCKSTRIP. SEE NOTE 2. THIS SHEET. 1/4' MAX SHIM 1 114 MAX SHIM fm1e SASH{ L OHTVIS p H 44 BALANCE TYPE VARIES — _ _ a I I EMBEDMENT 42 WITH SASH Q Q WEIGHT 5.1 30 I7a31I EXTERIOR 67 INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 3 FIN DISTANCE PER LIGHT WIDTH SEE TABLE HEET2RATESFRAMEHOWNNAILSHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 114' MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2 & 3 SHEET 2. 10 OR N12 STEEL .{ 1I1'MAK SELF -DRILLING I SHIMVNSMS (G5), SEE 1 TABLES 2 3, rqA9HEE72. lir i IVAJ 1--, 0 FI N ANDK)R FLANGE REMOVED IN -FIELD INTEGRAL FIN FRAME SHOWN INSTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION 8 ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGE REMOVED) LYNN pN ' I ......... > 4 " i .• AGEWSG '•.F i IJo. 50705 F 41/\ SIAIE i '• .LORIOI`. •' ; 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 041)-4e0-1500181 . A L4NN MI L R, P E. CERT. OF AUTH. 129290PE656705 W.Mpllon; Drown By. - J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI RAN: nI.• SINGLE HUNG WINDOW INSTALLATION - NI 1 05/15/15 1 NTS I 4 OF 12 I MD-SH5400-01 3/4'NOM. 1/8" A GLASS — 1/2" AIR SPACE- 1/8" A_ GLASS — aEXTERIOR DURASEAL, SUPERSPACER— OR CARDINAL SPACER GLASS TYPE 1 3/4' NOM. 1/8" T GLASS 1/2" AIR SPACE 1/8" T GLASS aEXTERIOR DURASEAL, SUPERSPACER— OR CARDINAL SPACER TYP. GLAZING DETAIL GLAZING NOTES: A' • ANNEALED T' . TEMPERED NOM.GLASS FE TYP. GLASS TYPE 2 314'NOM. 3116" A GLASS — 3l8" AIR SPACE 3/16" A_ GLASS aEXTERIOR DURASEAL, S UPERSPACER — — OR CARDINAL SPACER GLASS TYPE 3 Q' No.50705 LC = S lA ` s e,, IfUNn0 ,", A. LYNN MILLER, P.E. P E" 58705 3/4" NOM. 3/16" T GLASS — 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR DURASEAL, SUPERSPACER- OR CARDINAL SPACER GLASS TYPE 4 nr.. rry: wu: Rn6bn: R.vhd By. Dalc R.Hal.n; p O..crlPllon: "" BY GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Tills 001.: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-460-1600 sal-Im.d.I: Scaly. Sh..l: Dro" No. N.v: CERT. OF AUTH. #20296 SH-5400 NTS 5 OF 12 MD-SH5400-01 u•ryp• w 1.1 1MTI/•m e1 11VI11• Iwean Design frelaum(ID11111) n•I ^'•r•I Wlnd•0, liId W1110(In 11 31 2 Y tl Y 2175Zl• Ep\I\• 11 ]•/ INo IWo 600 1 Im0 q0 1 IN• 1 ND IND 10IT I Imo I No I NO I100 J701•IpvC IYe• 149II.111I0 INO IWo tso IWo Ipo 1W0 Iwo Imo po IW• NO 4T0 Iq0 J00LE0a1\• II Y]•1/f11 qo 1wa INo Im0 Ipo Im• NO 1m0 p0 IW• Iwo Im• w0 471LIrWNhw1• 11317 -Mot q0 1W/ NO IN0 YO Imo IM1 Im• N• 1m0 NO Imo Iwa JIO TYY•1 t){li•117Y Ne 1We w1 1m0 Ipe 1W0 NO Im1 w• 1We p• 01• NO11• I•IWCGIpr weN-7]f11 Ipo 1W0 wp IWo N• Im0 w1 1m• Iq1 IW• 100 N1 10• 11{II-p Yl I50 1Ge• po 1Y0 Ip• IWD INo IWO IN• IWe we Jot N• 710llrMNhwNw11{17.1111{ po 10/6 Iw• 1W1 me tma tl• IWO Iq• IWO w• N7 Iqo 762 01w1•• 11]11-1/{11 INo 1W0 Ip• IW/ No IYo N• 1W• Iwo 1We Ipo NO w1 711 11,{0]-11011 r]0.0 Me INo IN0 m 1mD Iqe J/0•p• No po 10 qe 110Y017-]tl q0 1We q• 1W0 tle 000 w• iW0 Iqe 477* pIT 111-t1{le p0 1W0 NO IWO p0 IYo p1 IWOINO 1W0Iw•NA111-2] F—Im..". 11 INO m0 0 Ipo W 1 0 0 01111I-Aa11 101 00• 1W0 1D0.IYe rtl1 o Iwe 1W0 la{ tl0 1/11/-1).ale NO IWp q0 IY1 tl-1W0*w0•1W0 M00•]11Tfl11117-t1o1• Iqo 1W0 7tl0 1Y0 tl0 IY• IY1 4me N• J11 Iwo ill IN1 i11T•4* 11W-]]al NO IWO Iqo Two p/ wa p0 W N• 4a] w0 Ie W. L1 1•rle•I•Gu/• YIII-11 Y7 IYO IWO IYO IWO Ipo 1W0 Iwo IN Iqo 411 YO 711 q• NaEOWJ4Aa1/•N{lo Y• mo Ipo 1N• p0 IWO Ipl IW0 no Nt Iwo 110 Iwo J]o Ie 11•rldrl hlMwr 11{It•AfY IYO Im0 NA IWO p0 IWO Ip/ IWo Iwo 471 ND la 400 J)• CYMn ar. Il all-1)IY YO IWO Ipo IWO p/ IWO po wl) INo A Iw Hl INO JalCNM . M•*I 1toil. f. o1! 00 IWO NO 1 1 p0 IWo Ipo J•1 100 474 00 13e Ipo NI 11] II-17111 q0 IWO p0 Im• Ipo YO Iw0 4]0 p0 N1 Iwo 1t,7 4600 413 j TLMI Y-]1 LN Ip0 Im0 No NI IY0 J/1 Iw0 NO 410 NO 711 INO Na 1• I[rOGup Yatl -m.m, IY1 1W• NI IWo I • Im0 Iwo IWo INO p0 w0 11-1 Ipo 41] yEp\NI• 71117•MJN Ip/ IW• INO IW• 100/ w0 IWO 600 N{ 1000 7I/ N0 NI If 011 I•m1Y• paI• J• TA W• ma1 a 1W IW/ p I • 0 4/1 e LILLLq IIN•n 111•A916 1m• Iwo IWe p• 1W0 100 tm• 7p0 Y1 qA q0 N• CUMn/I[• Ila7-1-7 fie Ime Iqe IWo Itle IW1 MO NO p0 Na Ip1 I I600 471 WMn11[• It017.11 all we IW• Y• 1We No w1 w0 J]/ Ye N p0 J N• 4/] IM•II11711-it ole Is Im• Iwe N1 IY• Jl1 w0 4/0 Iwo 41e qo Na INO o,l T•IY• 1 9117-IIMI Iq/ 1W• q1 4I1 Itl• il] N1 Na Iwo A?I IN• N1 N• N] fl•IIM1I• GI11p• 1017•]1 10 we 1 0 N• v Ipo NO Jot 00 YI I JIl N0 N1 E—P, N111-]I 111 mo 1W0 w• No Me q0 Mf Iwo if qe N NO N] 110MInl nMw7]a11•]e 111 11 IW• W• N1 po 1we Wo Ipe ale Iq• Jll q0 410 e7 CUMO.11• A{II-71111 10e 1m0 Iwo Jot p/ we TIe q0 i]1 Itl• 10 N• Jet 1LIrn Lu• 11a1i-A11a w• 11] p• 111 N! mrs Ne N1 IN• N1 w0 571 N00 aft w0 41e Ip• J• 1 p0 1D/ YeIwoNO we J11 N01 411 w0 410 ItM-11110 N• J11 IN0 JI• Ip0 411 w1 N1 we Na po mo Ta11-IIMI Iw• 1W0 NO Jt• I J11 Iwo NI NO mg Iwo 4/0 11111•Y11a INo 1W0 100 4l/ N/ 7I• Iqo 1{0 INo 711 IOO 4 I 01I.N01a N• 1m0 p0 he NO Jot INo 7a{ Np no Ipo J01 0itI ii II EEiN7-]]111 0 INO w0 J{A p0 710 po II Ipo lot INo 401 NO Jtf W,• 41a No41] q0 NO 1/•Y 1a 4. pl N1 INJ11 YD d/1 0 0t111a-NIl1 NO N• NO N• No No JOe a111•IINI IN• Y• NO T11 p• Jl1 ila+NOIw0• f{11-]Iwo Iwo JI] 4w0 110 Ipo 400 Ipo q/ p0 Ne Ip w0 J01 f1•b11 •I•. 1• l ala•]f 110 Iwa NJ w/ 4/1 0 IO NO N. q0 410 NO Jo0 p0 J00 0111 SEE TARTT• 1011 F \ SNFFT DCnnI1041 ununo Y1 I—— I aiI no 4/1 No 41• YO J10 N1 lla 4N0 0 No I J00 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. J) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 10" ( LYNIV t ON.........,''/l( JGENSF '•. .)1 i No.50705 •• iC 7 • 9TADL f :; ( CV Q ,. 7'A. 1NNN MI ILLER, P E. P.E 0 511705 JAMB H iT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT 6 GLASS TYPES 14 REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) n•m1J or. I U.IY R• W1bn: R1Wn/ Ry, I DOW Rlrblon: e D1•crlim DTD1rn DESIGN PRESSURE TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE RII1: Dol•: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)-4E0-1E00 Sallo/M1D11: S_": Shul: Dm•Inp No. R1r: CERT. OF AUTH. / 292— SH-5400 NTS 6 OF 12 MD-SH5400-01 TABLE 5: KUMNamm= OEM WINMIME sm i>SalK=MXMmmMm= mcam a» ImIumm ELM EMN OEM MEN®ate OEM man EMMKEWMUMMQ= moan" OEM MEM a 19=19OEMElam 03=00EM®III®, lcZM MEMOUM arrY®" 1:.rY 11rY® rt 2M- NUMB a® l d>D s'a @Taa l Qi1lu-im as:a raa®ate®Kom 1 z'iOEM mum a XUR® Ewa ate®®® EFiLa:alY MUM ELUN mum IIa.Era MEMMEME Buzz Kam WEIM mum sign mum igi ELZEEt'nr-rangy MMIN Icam Munloammillumm MEXE® MEMMum tea®MEMlM= PIf'1'IR7S Emaa®aua® tea®®®®® NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGML FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i,\1111111 pNY LYNN 4>/ 7' ii it r' No. 58705 •. it UNAI_ EN0` 7 A.IL4 Ihk ER, P.E P. E.0 58705 JAMB 4 iT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT S GLASS TYPES 2-4 REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) MHu1 Da No R N lon: q W ufpllon: raven By: DESIGN PRESSURE TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE TIO.: DaN: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)- 480-1800 CERT. of AM. 129296 1 SH-5400 I NTS 1 7 OF 12 1 M6-SH5400-01 3.600' 3.500• 062• --- .062• d r 1.4e3• L1 D o - L 625• D o . 625' DFLANGE o J- 1.3i5' HEADIJAMB ANNEL FMME O HEAD JAMB 625' I' II F 3 4e3• -.• 4-- .062• D2.444' o OJ-CHANNEL .625' FRAME SILL T 3 500• 3.5J0L 0' 062• IIl .062• T D d 1 4e3• P103• 1.463• 3.463' -r{ D2.444' 0 1 e FLANGE FRAME SILL II FIN FRAME O EQUAL LEG FRAME 1.375• 3 HEADNAMB 4 HEAD/JAMB 3.463' -•{ U. 062' 2.444' 1.376'II O FNLFRAME I 3.403• -{ 062' D D 2 444• oO 1 OEQUALLEGFRAMESILL 070• 715• 1.1e5 23OLIGHT SASHREINFORCEMENT L 070'1.132' - 070' 791' 1.036' 1.041' Iu UU 1 L - .130' 1.331' f - H 1.340' I - STANDARD 27 HO MEETING RAIL28MEETINGRAILREINFORCEMENT REINFORCEMENT Imo-- 1.672' 1.641• 1.215' 2.1ocr J { 1.412' 1.565• 1.630'm 9741. 376• _2.176' I ..065' 085' b90•471' r .3.7035' 3. OSO' 90• 1.231' Imo- .060• . 070' . 070• . OSO• 14 MVELEDEETOINGRAIL1eSASHRAIL17COVER16SCREWCOVER19INTERLOCK20INTERLOCKCOVER21INTERLOCK22ITSHSTO7PLIFTRAILLIFTRAILBEVELED NTERLOCK COVER 664• r . 316• 301• . 300• l__I_ A .754' .750' 035'-+-f'F- T .025' u 73 IG BEAD I 51 SCREEN FRAME e2 SCREEEXTRUDEDN NI LYNN 17j7,, No. 50705 •'• )} U •. STAI E O GV R• J rAr"y I µLEh,`P.E 5e705 n•rma q: I mc.. R.W.I n R•rl..d By. DONN R.dOn: y. D...wlon: Drown By: WINDOW EXTRUSIONS J ROSOWSKI 1070 TECHNOLOGY DRIVE 1711.: 0.1a: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 941)- 4e0-1000 SawlModal: SC.Ia: Shod: DnMny Na. R.r, CERT. OF AUTH. 129296 SH-5400 NTS 10 OF 12 MD-SH5400-01 TABLE e Bill of Material N Pert N Deacdpilon Material 1 82010 SingleHung Frame ea s - - anambnel PVC 2 620102 Single Hung Frame Head 6 Jambs -Flange PVC 3 620103 Single Hung Frame Head 3 Jambs -Fin PVC 4 620104 Single Hung Frame Had 8 Jambe - Equal Leg/Box PVC 5 620105 SWDH Frame SIII -J-Channel PVC 6 620106 SWDH Frame SIII - Flange PVC 7 820107 SWDH Frame SIR - Fin PVC B 620108 SWDH Frame SIII - Equal Leg/Box PVC 14 620131 Fixed Meeting Ralf PVC 161 620129 Sash Rail (Sides, Top 6 Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 600515 At 20 62 0144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 At 22 620145 Beveled Interlock Cover PVC 23 6201 00 Light Sash Reinforcement 6063 TB At 26 1 620152 HD Sash Reinforcement 6063 T6 Al 28 620153 Standard Meeting Rail Reinforcement 6005 T5 At 27 6201 44 HD Meeting Rail Reinforcement 6005 T5 Al 30 131644 Weatherstrip, .187" x .27D" Fin Pile 31 6C3 00 Weatherstrip, ABU' x .300' Foam Bulb Flex PVC 32 61719 Weatherelrip, .187' x .220" PolyPlle 33 61825 Weathenlrip Plug, .220' Flnseal 35 78X1MTTT N8 x 1' Ph. PH SDS (Interlock Mounting Screw) 301 78X3THPX NB x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 1 71669SP Meeting Rail Screw Support Plate 6063 Te At 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 NB x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 120205 Spiral Balance Shoe Nylon 44 75X11 FFPAX N8 x 1-1/4" Ph FH SMS (SplrBI Balance Screw) 410 SS TABLE 8, CONT.: Bill of Material, cont. N I PoriN Description Material 720197 Auto Lock Mechanism Stesl 72019839 Sweep Lock Cost Znc 72019666 Auto Lock Cover Assembly Cost Zncr4578X1180PTXN6x1" Ph. FH S0.S (Auto and Sweep Lock Screw) SS 720200 Auto and Sweep Lock Keeper Cost Zlnc 4PPA N6x We PHPH SDS (Kee er Screw SS 420151 UR Bawled Tilt latch Comer Key PVC 62 I420102 UR 1Pull Rail TIII Latch Comer Key PVC 63 1 7834PHFL 1#8 x 3/4" Ph. FH SDS (Comer Key Screw) SS 64 1 420183 ITilt Latch PVC 66 420104 Tllt Latch Retainer PVC 68 720207 1" Tilt Latch Spring SS 67 1 420188 1 Plastic Tilt Latch Finger Pull PVC 68 1 720192 IMatol Tilt Latch Finger Pull Cost Znc 69 1 420180 IPIvot Bar Corner Key PVC 80 720208 lPhmt Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 1 Sash Pull Handle With Latch Assembly Cost 71nc 65 771J34FPT NO x 3/4" Ph. FH SOS (Pull Handle Screw) SS 60 420185 Bottom Latch Strike Plate Cast Zinc 67 77858B N8 x 6/6" Ph. FH SM S (Strike Plata Screw) SS 73 720135 I.G. Bead PVC 74 Bsckbodding, GE 7700 or Dow 791 SRlcone 76 71648M Setting Block (7/6' x 1" x 1/8"), 85 +1- 5 duro. EPDM 76 4isnex SuperSpecer n7R with Hot Melt Butyl Composite 77 Cuanex Durasooi Spacer Composite 70 lCardinal XL Edge Spacer Composite 80 81012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CK6LB21 Screen Caner Key for Extruded Frame PVC 83 47042 Screen Caner Key with Pull Ring PVC 84 47041 Screen Caner Key without Pull Ring PVC 86 7CASPM Tension Spring SS 06 8181BC4B Screen Cloth Fiberglass 87 1 61635/61614 140" Screen Spline MachlnelHond Rolled) Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS a 9.13. 15. 24, 28. 29. 34, 39. 51. 52. 65-72 a 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. oWLlAA,A//,/ l ICEiJsc •.. 9 Wu. 58/05 17 S 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 8_A T - 0 S`S •.,ORiD•,.• Cit, n(N;1l. E=C'- 941)-480-1600 rL7f)A'1.IILLA R,PE. CERT. OF AUTH. /29295P.E 0 58705 R."rrran: BILL OF MATERIAL (BOM) J ROSOWSKI Till.: Da1.: 31NGLE HUNG WINDOW INSTALLATION - NI 05/15/15 SH-5400 I,NTS I' 11 OF 12 IuMD-SH5400-01 I" NOTES: T) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN. PARTS N 1 0 5. OTHER FRAME TYPES APPLY. J) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 0 L 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P IIGENSC'•l(n, Yr . NO. 50705 '• :r s A. L 44 VRLE, V E. P E 0 56705 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS a Ma/r00/I: %011: MIL: aawLlO NoR r CERT. OF AUTH. #29295 SH-5400 NTS 12 OF 12 MD-SH5400-01. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CBI ELLIOT ST1 Builder Name: 6 ti0 Street: 1511 ELLIOT ST Permit Office: # 1 7- 1 7 6 8 City, State, Zip: SANFORD , FL , Permit Number: SA/ V FOhoOwner. Jurisdiction: OVADesignLocation: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2) gRTtv1E 1. New construction or existing Addition 9. Wall Types (264.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 168.00 ft2 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent c. N/A R=11.0 96.00 ft2 4. Number of BedroomlBedrms In Addition) 0(0) d. N/A R= ft2 R= ft2 5. Is this a worst case? No 10. Ceiling Types (108.0 sqft.) Insulation Area n er led) R=19.0 108.00 ft2 6. Conditioned floor area above grade (ft2) 108 N/A R= ft2 Conditioned floor area below grade (ft2) 0 N/A R= ft2 7. Windows(31.9 sqft.) Description Area 11 • cis a. Attic, Ret: Attic, : Garage R ft2 6 21.6 a. U-Factor. Dbl, U=0.33 31.88 ft2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12. Cooling ystems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heati g systems kBtu/hr Efficiencyd, U-Factor: /A ft2 a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: Area Weighted Average rhang Depth:( lation 1.333 ft. Area Weighted Average S C: 0.220 14. Hot water systems - None required 8. Floor Types (108.0 sqft.) In Area a• Cap: N/A a. Slab -On -Grade Edge Insula 'on R108.00 ft2 b. Conservation featuresb. EF: 0.000 WA R ft2 None c. NIA R ft2 15. Credits Pstat Glass/Floor Area: 0.295 Total oposed dified Loads: 6.00 SSPASSselineLoads: 6.03 I hereby certify that the ns and specifi tions covered by Review of the plans and SHE STAT, this calculation are in compli with the orida Energy specifications covered by this of p Code. calculation indicates compliance ry`:,.'-- PREPARED BY: with the Florida Energy Code. Before construction is completed r, ,'" "" :.•'?`O s DATE: _ _ this building will be inspected for compliance with Section 553.908 I hereby certify that this build' , signed, ' in compliance Florida Statutes. with the Florida Energy e. COD wE J OWNER/AGENT: _ BUILDING OFFICIAL: DATE: ,j DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/30/2017 3:35 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belowt _Omt -------TA----WaILIype------ ___ RValue—Ft In Ft !n Area_—R-Value—EractioaAbsor Grade°A_ 1 E Garage Frame - Wood Main 11 12 8 96.0 ft2 0.5 0.23 0.01 0 2 S Exterior Concrete Block - Int Insul Main 4.1 9 8 72.0 ft2 0 0.3 0 3 E Exterior Concrete Block - Int Insul Main 4.1 12 8 96.0 ft2 0 0.3 0 DOORS Omt Door Type Space Storms U-Value Width Height FtIn Ft In Area 1 E Insulated Main None .4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall y # Omt ID Frame ----Panes Overhang NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.33 0.22 19.9 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds 2 E 3 Vinyl Low-E Double Yes 0.33 0.22 12,0 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 240 ft2 240 ft2 36 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000152 43.2 2.37 4.46 A 113 3 HEATING SYSTEM V # System Type --_ Subtype --- Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype _- Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 24 kBtu/hr 800 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' —------------ 5/30/ 2017 3:35 PM EnergyGaugeV USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 21.6 ft2 Attic 5.4 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heating Jan Feb friar Feb Mar f Apr Apr May May rl Jun Jul Jun ri Jul Au AuSep Se E Oct Oct X Nov Nov DecEXDecVentingJanFebMarXAprMayJunJulAugSeXjOct (X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 78 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 78 80 78 78 78 78 78 78 78 80 80 80 ---- 807878787878787878 Cooling (WEH) AM 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78787878787878787878 Heating (WD) AM 66 PM 68 66 68 66 68 66 68 66 68 68 68 68 68 68 686868686868686666 Heating (WEH) AM 66 PM 68 66 68 66 68 66 66 68 68 68 68 68 68 68686868686868686665 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 5/30/2017 3:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.33 SHGC: SHGC=0.22 b. U-Factor. N/A SHGC: c U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1511 ELLIOT ST, SANFORD, FL, Addition Single-family 1 0(0) No 108 Area 31.88 ft2 Insulation R=0.0 R= R= 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. WA c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage ft2 12. Cooling systems ft2 a. Central Unit ft2 1.333 ft. 0.220 Area 108.00 ft2 ft2 ft2 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. O ise, a new EPL Display Card will be completed based on installed Code c Iant fe to Builder Signature: ,//t Date: -"-)2 Address of New Home:L- City/FL Zip: _ 327 7/ Insulation Area R=4.1 168.00 ft2 R=11.0 96.00 ft2 R= ft2 R= ft2 Insulation Area R=19.0 108.00 ft2 R= ft2 R= ft2 R ft2 6 21.6 kBtu/hr Efficiency 24.0 SEER:15.00 kBtu/hr Efficiency 24.0 HSPF:8.50 Cap: N/A EF: Pstat FJx>~sr,,, 0 COO ,ti 5 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's supportstaff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/30/2017 3:35 PM EnergyGaugee USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations RCalue Illal whole Building Performance and Prescriptive Methods ADDRESS: 1511 ELLIOT ST Permit Number. SANFORD,FL, l A \Iw Im"wM I vR r r%r-wulrNcmcry 1 %) See individual code sections for full details. O 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 lawSection553.9085, Florida Statues] requires the EPL display cans to be included as an addendum to each sales contract for both presold andnonpresoldresidentialbuildings. The EPL display card contains information indicating the energy performance level and efficiencies of componentsinstalledinadwellingunit. 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. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements ofSectionsR402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 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 5 airchangesperhourinClimateZones1and2, 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). Where required by the code official. testing shall be conducted by anapprovedthirdparty. 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 orotherinfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intendedinfiltrationcontrolmeasures; 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 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 AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 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. 13 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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. 0 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 verged by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, 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 handler 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 handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirety within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/30/2017 3:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory), Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55•F (13'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 readilyaccessiblemanualswitchthatcanturnoftthehot-water circulating pump when the system is not in use. 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. R403.4.4 Water heater efficiencies (Mandatory). Q R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38•C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment Water heating equipment installed in residential units 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 energyfactorofthesystem. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory ofCertifiedSolarSystems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 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. O 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 calculated total load, but not more than 1,15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/30/2017 3:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb 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: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and mufti -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. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSVAPSP-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. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oii-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. r 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 public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. 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. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting factures 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 R405.2 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. 5/30/2017 3:35 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CBI ELLIOT ST Builder Name: Street: 1511 ELLIOT ST permit Office: City, State, Zip: SANFORD , FL , Permit Number: Owner. 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. Comers 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/doorjambs 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 subfloor 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 spaces. 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 wiring and plumbing in exterior walls, or insulation that on installation readily conforms 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 gasketed doors 5/30/2017 3:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Analysis Job: ELLIOT ST wrightsoft` Date: May 30, 2017 Entire House By: ENERGYCALCS.NET INC ENERGYCALCS NET INC 267 DELEON RD, DEBARY, FL 32713 Phone 386-775-0908 Email: ENERGYCALCSFL@AOL.COM Web. ENERGYCALCS NET license RESNET . . Prbject Information For: 1511 ELLIOT ST, SANFORD, FL Design Conditions Location: Indoor: Heating CoolingOrlandoSanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (°F) 41 93 Infiltration: Dailyrange (°F) - 17 (M ) Method Simplified Mtbulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh of load Walls 4.9 4729 27.4 Glazing 9.6 1392 8.1 Doors 11.3 715 4.1 Ceilings 2.0 1994 11.6 Floors 4.0 4052 23.5 Infiltration 2.0 1932 11.2 Ducts 2431 14.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 17245 100.0 Coolin Component Btuh/ftZ Btuh of load Walls 3.6 3418 16.2 Glazing 23.8 3456 16.4 Doors 12.1 763 3.6 Ceilings 3.6 3605 17.1 Floors 0 0 0 Infiltration 0.6 611 2.9 Ducts 3507 16.7 Ventilation 0 0 Internal gains 5690 27.0 Blower 0 0 Adjustments 0 Total 1 1 21049 100.0 Latent Cooling Load = 2006 Btuh Overall U-value = 0.139 Btuh/ftz-°F Data entries checked. Gins wri htsoft' 2017-May-3016.1247 Right-Suite®Universal 2017 17 0.21 RSU19553 JCA C \Users\Edward\DownloadsXCBI ELLIOT ST rup Calc = MJ8 Front Door faces: W Page 1 wrightsoft project Summary Entire House Job: ELLIOT ST Date: May 30, 2017 By: ENERGYCALCS.NET INC ENERGYCALCS NET INC 267 DELEON RD, DEBARY, FL 32713 Phone 386-775-0908 Email: ENERGYCALCSFLCAOL COM Web ENERGYCALCS.NET License: RESNET ... Proiict Information For: 1511 ELLIOT ST, SANFORD, FL Notes: I Design Information Weather: Winter Design Conditions Outside db 41 °F Inside db 70 °F Design TD 29 °F Heating Summary Structure 14814 Btuh Ducts 2431 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 17245 Btuh Infiltration Method Construction quality Fireplaces Orlando Sanford, FL, US Simplified Average 0 Heating Cooling Area (ft 1008 1008 Volume (ft) 8064 8064 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 60 31 Heating Equipment Summary Make GENERIC 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 8.5 HSPF 24000 Btu h @ 47° F 27 °F 800 cfm 0.046 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 39 gr/Ib Sensible Cooling Equipment Load Sizing Structure 17543 Btuh Ducts 3507 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21049 Btuh Latent Cooling Equipment Load Sizing Structure 1412 Btuh Ducts 593 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2006 Btuh Equipment total load 23055 Btuh Req. total capacity at 0.88 SHR 2.0 ton Cooling Equipment Summary Make GENERIC Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 15 SEER 21120 Btuh 2880 Btuh 24000 Btuh 800 cfm 0.038 cfm/Btuh 0.50 in H2O 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftRight-Sude®Unrversal 2017 17.0.21 RSU19553 2017-May-3016.12.48 4M ,..,g Page 1 C:\ Users\ Edward\Downloads\ CBI ELLIOT ST rup Calc = MJ8 Front Door faces: W wrightsok, Manual S Compliance Report Entire House Job: ELLIOT ST Date: May 30, 2017 By: ENERGYCALCS.NET INC ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone 386-775-0908 Email: ENERGYCALCSFL@AOL COM Web. ENERGYCALCS NET License. RESNET .. Project• • For: 1511 ELLIOT ST, SANFORD, FL Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21049 Btuh Outdoor design WB: 75.2'F Latent gain: 2006 Btuh Indoor design DB: 75.0°F Total gain: 23055 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 800 cfm Sensible capacity: 21950 Btuh 104% of load Latent capacity: 2050 Btuh 102% of load Total capacity: 24000 Btuh 104% of load SHR: 91% Heating Equipment Design Conditions design DB: 40.9°F Heat loss: 17245 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 800 cfm Output capacity: 24000 Btuh 139% of load Supplemental heat required: 0 Btuh Meets are all requirements of ACCA Manual S. Entering coil DB: 76.3°F Entering coil WB: 63.1°F Entering coil DB: 69.6°F Capacity balance: 0 °F Economic balance: 0 °F ti wri9 ht5oft' Right-Suite®Unnersal 2017 17 021 RSU19553 2017-May-30 16:12 48 Page 1 f'm C-\Users\Edward\Downloads\CBI ELLIOT ST rup Calc = MJ8 Front Door faces W I I i ! I' _ I I I I i ' ! ; i ' j i I• i I i I 00 o0 i I I r ,Iylf'fCti£1 i 1 JNf- -- 1 ro I i i I j I I 1 i 90 ag Mi- v 10 0. Zj- l.. iO IYon O 1 i J I I 1 1 I I I I i I - I .. - 1 ; i i- i I _ i .. I j I I I i I._. i ! .I . 1 I I i PI I IBag w -- 4 I 1 i I I I IjI ' I j I I I i I j. I I j _ .il I , I- - .I '- - I- -! '-j----i---•i• - ! -I j.. i I I _._ or I -L 'I j t I - - , -i I- • • - j.. _ _ i_.. I I .-- I- --- i- -- — -' -- -- I - - - -' - ' ._ i . ' I I I I I I ..1. 1. ' I . 1. .i 1 1 _._ , 1 I__ ' I I__ I I ..I I , j -•j I - . I - I-- I i.... i ._ I _ . I _! .. I i _. _i I- - -- - • ---i_ . i .. I - --- - _• i I ; i I i I I I I I I i `I .I . I i- I. ..-;----i--- I I i i ! I { I •1 , I ! i I I I _. ._ i I - !.. ( ; - -. i _.._I_ _ i ._. i - -i. I-. i- .-. i --• .._I_ .,; :.. i. .__ - . _ f l i RECORD COPY 1511 Elliott Rd — Scope of Work 1. Convert unpermitted enclosed garage back to garage 2. Install new overhead garage door 3. Replace exterior and interior doors 4. Replace windows 5. New aluminum soffit and fascia 6. Plumbing a. Replace water heater b. Replace kitchen sink and faucet c. Replace hall bathroom toilet, sink, faucet 7. HVAC a. New 15 SEER HVAC system (air handler & condenser) 8. Electrical a. Replace outlets and switches throughout i c ding GFCI b. Install hardwired smokes/combos c. Replace interior and exterior light fixtures 9. Drywall repairs as required 10. Paint interior and exterior 11. New the flooring throughout 12. Replace cabinets and countertops in kitchen ar4 bathroom in existing locations SANFORD O F'ARTM 10,7 - 1 768 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit # # 1 7- 1 7 f R Specification Form guiL 10 SANFORD Project Location Address 1511 Elliott St -Sanford, FL 3277 AgRTrnti`' As required by Florida Statute 553.842 and Florida Administrative a 9N-3, ple provide the information and product approval number(s) on the building co ne is listed below i they are to be utilized on the construction project for which you are applying for a buil 'ng permit. W recommend that you contact your local product supplier should you not know the product pproval num er for any of the applicable listed products. Be aware that windows, skylights, and exterior oors must a tested in accordance with the Florida Building Code, Section 1714. . More informati about atewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the j site for i ections: 1. This entire product approval form 2. A copy of the manufacturer's in st details and equirements for each,product. 1 Category/Subcategory Manu cturer Product Description Florida Approval # include decimal) , 1. Exterior Doors Swinging Plastpro Seri4 N Fiberglass door FL15180.11 Sliding Sectional H.I Overhead Do S tional Exterior Door FL15012.14 Roll U Automatic Other 2. Windows Single Hung PGT In stries 5400 SH FL239.9 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions PGT Industries Mullions FL261-R9 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Descri tion Florida Approval # includin decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse ERS Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Applicant's Signature Applicant's Name Amber Corville Please Print) June 2014