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HomeMy WebLinkAbout2306 W Lisa CtCITY OF SANFORD -Z_ �' BUILDING & FIRE PREVENTION F L: -k) C--: �' PERMIT APPLICATION Application No: y l Documented Construction Value: $ J1� 'd Job Address: C�S4' f L Historic District: Yes ❑ No Parcel ID: 3( - \4- 3y-5 yy - 000c,- oaay Residential Commercial ❑ Type of Work: New ❑ Addition to Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: u�$b,� o J�c.S�te�%a�l, \r^C.,�te�dYaOt`• Ck,nu G. Plan Review Contact Person:` Qs A,t,8g:, Title: CoyV,.sC ct*, aj M�)Aln Phone: 3� Goy�-k a4 Fax: rijpr Email: SeC 3a130 @.be.tl-y_cutA,.nfe+ Property Owner Information Name d\a Cuef-,n Phone: LSO% as 1 7 7a Street:Resident of property? : City, State Zip: 5 Ctitv C0(a (5cn) Contractor Information Name C.10'rAN T'V AC1W Phone: Street: `i3ys Ste,'aefns G.,Q2 City, State Zip: 10 Fax: t\N'0 State License No.:C.. G% Architect/Engineer Information Name: °wry �NICIV ehq "ne.ec^V" Phone: Street: � V (e CD E I r� � {� ,� \ zc • Fax: f1 City, St, Zip: C'�C�-rW 4L C' �. , V\. - jR76-5 E-mail:N-i Bonding Company: (\ \ Address: Mortgage Lender: c1 1t 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: 5th Edition (2014).Florida Building Code Revised: June 30, 2015 Permit Application q . I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name ;•r�i*4`"p�s�^,, VANESSA M. EIKER Notary Public - State of Florida N ± Commission ; GG 135325 '•".'Foci My Comm. Expires Aug16,2021 Owner/Agent is Produced ID Date Personally Known to Me or Type of ID Signature of ontractor/Agent Date P nt Contractor/Agent's Name Signature of Notary -State of Florida Date ROBWPersonallyy My C EX Contractor/Agent isKnown to Me or Produced ID Type of ID BELOW IS FOROFFICE USE ONLY Permits Required: Building© Electrical© Mechanical© Plumbing0 Gas❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads � sf� M APPROVALS: ZONING: L4 -S- 116 UTILITIES: ENGINEERING: 0-4 4 "� `1 g FIRE: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: — Ok to install addition as shown on plan. Meets area and dimension regulations for SR-1 zoning district. Revised: June 30, 2015 Permit Application Revision Response to Comments Permit #� % City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date - ,l Z1 ` i Project Address: 2 '3 ©� Contact: Ph: 2-q — q 1 24 / Fax: Email: SClt 3 0 � � 6/ �©� ��1• N.t� Trades encompassed in revision: Building Plumbing ❑ Electrical A Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: ROUTING INFORMATION Approvals �� CITY OF A n ORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 18-1536 Date: 04/23/2018 Project Description: Addition Contact Name: Paul Mooney Job Address: 2306 W Lisa Ct Contact Email: scr32130(a,bellsouth.net This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of a hvac duct layout for the addition FBC 107 2. Please submit two (2) copies of a plumbing dwv (drain, waste and vent) riser for the addition FBC 107 3. Please submit two (2) copies Florida Product Approval and corresponding installation instructions for the roof underlayment and the rolled roofing. 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 Deputy Building Official -1- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Paul Mooney Firm: Paul Mooney Specialty Constructing Address: 1315 Stevens Ave City: DeLand State: FL Zip Code: 32720 Phone: 386.624.4124 Fax: Email: scr32130@bellsouth.net Property Address: 2306 W. Lisa Court Property Owner: Ronald Green Parcel identification Number: 36-19-30-544-0000-0220 Phone Number: 407.221.8572 Email: The reason for the flood plain determination is: ❑ New structure ■❑ Existing Structure (pre-2007 FIRM adoption) ❑■ Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLYf Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: ❑ The parcel is in the: ❑ floodplain ❑floodway ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway W The parcel is not in the: FEW floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway ❑ The structure is not in the: ❑ floodplain ❑ floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1536 Reviewed by: Michael Cash, CFM Date: April 9, 2018 Date: SEMINOLE COUNTY MUL TI JUR ISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs (- %6--1 4� I hereby name and appoint: an agent of: 5 c I, I -f— " L (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): E3 All permits and applications submitted by this contractor. Or ❑ The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: C&0s-1 z y 6a Signature of License Holder: STATE OF FLORIDA COUNTY OF 001, us T,p The foregoing instrument was acknowledged before me this -5 Vj- day of J tvc AsvY 20 1 -' , by PAa►, Nl o o vr: Y who is personally known to me or ❑ who has produced and who did (did not) take an oath. Signature of Notary ROBERT C. BROWN My COMMISSION # GG7417 M1�A` EXPIRES: June 29, 2020 (Notary Seal) as identification iZ E 3F�-r C. 7ezo , -' Print or type Notary name Notary Public - State of r-1.o Ll 11 h Commission No. & (g ? q i -7 My Commission Expires: f= %t- 4' zv 07/07 NOTICE OF COMMENCEMENT State of Fiofida out, (A* A PermitM oQ\ , TVNice! Number ��-\C�-�-S�t,�_C)C0v- oauj - Tiie UNDERSIGNED hereby gives notice that Improvement will be made to certain Real. *0 rtdr, and in accordance with Chapter 713, Florida Statutes, the blowing Information Is provide In the Notice of Commencement 1. Description of Property: (Lega) description of the property, and street address is if available.) e03o4 LA%C c t 5 3�r�,tF� 32775 2, t 6011al description of Improvemalnt: 3. Oft —or information: c� rc VI a Name and address Ror.cA C- rter, 4 Interest In pY G ' Name and address of fee simple title holder (if other than owner) 4. Contractor p' Nsme and address 'bat- m�+c `�cw.\ mu orb y t i5 5 kC ael� c`� a Phone number 3Y(• G7y _ y y De ka n A, ci— Fax number 5. Surety; Name and address a Phone number ( ) n I 1 Fax Number ( ) b. ` ` Amount of band S OD G.: Leader: Name and aftow,l1 a. Phone number Fax Number ( ) T Persons within the State of Florida designated by Owner upon whom notices or other Documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: * If over $ 2,500.00 FOR CLERK'S OFFICE USE ONLY Hill I;f11!#Its :.a: •.n+�i v ilia:... �.d �i. •: ,1. �. L; :. i:;'_``_,:, =i,��u - --,1 �.. CERTIFIED COPY GR,, Sjq, N 10Y CLERK OF THE C111Di7 COURT . AND COMPTROLLER ct naX7lA 13Y a. Name and a ddress�Cit I SrC) b: Phwre rsrmixar (3 G' Lk L OWy Fax Number ( ) n 119 8. I t addition to himself, Owner deslgnate17Z1Q(i ,jnS, \J of To receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes a. Phone number Gaw-kgay Fax number ( ) 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording Idrifess a diHersnl data is speeffied) 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 71113, 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 LEND OR AN Al ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SlI2CvI't �U7t.crC�y •y���=L� Slate bf Flo da Count M1�e__ Name of Owner Affirmed and subscribed before me this 292 day of �Q K Q k7V byyo( `a A ::1 V-ec'n o Is personally known to 7 lo has produced 1 -'CX _ (type of ID) as Identification, gpefws of Notary Public State of Florida Print, Type or Stamp Name of Notary Notarlat Seal VoWda County Pearl Center fax # 386-740M 2 s VANESSA M. EIKER Notary Public - State of Florida Commission : GG 135325 My Comm. Expires Aug 16, 2021 07/07 NOTICE OF COMMENCEMENT Stow of Florida Permit.No TV Parcel Number The UNDERSIGNED hereby gives notice that improvement will be made to cortaln ReW;*pe*, and in s000rdenoto with Chapter 713, Florida Statutes, the following Inforin6lion Is provide In the Notice of Commencement , i 1.. Dascription of Property: (Legal description of the property, and street address is ff available,) 0A 0 (e I% %c- C- -t 2. t3ent3ral description of Improvement, C- C"..'Vered 3. Owner Information: (L.Vj Name and address r--vrtem C4- ScN1Wr6 .' L- A775 6 > In I p a Name and address of fee simple title holder (if other than owner) 4. Contractor ij Name and address IbCvt. 11M Phone number IV(. Ga t4 De kavA A FL - fax number SW*. Name and address a Phone number Fax Number b. Amount of bond S 00 6. Landw Narm and address 9.Phone number Fax Number T.. Persons within the State of Florida designated by Owner upon whom notices or other Documents may be served as provided by Section 7113.113(1)(a)7., Florida Statutes: a. Name and addre4c T, I rjrc) y bi Phone number A G-)k 4WA ."Fax Number ftiji 8. Ilnaddlflon to himself, Owner doWg T-(X,jm�) of To qmllve a copy of the Lianor's Notice as provided In Sidon 713.13(1)(b), Flodda Statutes it. Phone number bt: Fax number ** If over $ 2,500.00 FOR CLEWS OFFICE USE ONLY 9. . =fttoni, date o f of Commencement (the expiration date Is 11 year from the date of recording d f t at to specified) V j 1111, 7.17 . q CERTIFIED COPY GRANT MALOY CLERK OF THE CIRCUIT COURT AND COMPTROLLER SEMI N OLEOul'14-ry, BY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT AREW N-SIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 719.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE qCdf=..AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU.INTEND TO OBTAIN FINANCING, CONSULTWITH OUR LEND011 A14ATJORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. iiF—Ore of Own Print Name of Owner Mite df Florida County of texyx�t- Aftm6d and sub wAbed before me this n day of O-0�0 k� by VCY-OAA aiy?cy-) .,W%i personally known to " or Oho has produced (type of Q as Identification. A of. Notaly, Rdft State Florida Print, Type or Stamp Nam of Notary Notarlefs"! Voluals County permit Center Fax# 388-7404M VANESSA M. EIKER Notary Public - State of Florida Commission 4 GG 135325 My Comm. Expires Aug 16,2021 Od 2018 Parcel Detail Sheet 36-19-30-544-0000-0220 Site Date: 01/08/2013 fPAAP PRAISER 10/30/2017 02:32 PM Building Date: 11/24/2004 SEMINOLE COUMY, F1.ORi0A Land Date: 03/06/2017 Parcel: 36-19-30-544-0000-0220 Owner/Address: GREEN, RONALD S 2306 LISA CT W SANFORD, FL32771-4268 Situs: 2306 W LISA CT SANFORD, FL 32771 Facility Code: Facility Name: Subdivision: TWENTY WEST Legal: LOT 22 TWENTY WEST PB 16 PG 36 Exemption Code Description Granted 00: HOMESTEAD 2007 I01: ADDITIONAL HOMESTEAD 2008 Assessment Information Prior Year RE,Appraised % Addition Total % Land Value .�_ 12,000 12,000 0.0 12,000 0.0 Extra Features 784 784 0.0 784 0.0 Building Value 46,991 49,802 6.0 49,802 6.0 Cost/Market lust Value - 59,775 62,586 4.7 62,586 4.7 Income Just Value Correct Assd%Admin Value Classified Value SOH Adjustrrient -3,603 -5,234 -5,234 Non-HX Adjustment P&G Adjustment j Total Assessed Value 56,1721 57,3521 2.11 1 S7,352 Extra Feature Information' #` Code Description Units -' RCN :_ Ovd Adj Act Eff Cap ApprVal Bdg 1 0681 0681: COVERED PATIO 1 1 1,000 79 79 79 400 1 2 1040 1040: WOOD UTILITY BLDG 160 960 79 79 79 384 1 Total: 1;960 '784 Tax District: S1: SANFORD DOR Use Desc: 01: SINGLE FAMILY CPI: 2.10 Market Area: 01 Nbad Comm: E&I Num: Pet Num: Demo: Income Ind: Income Ltr: Taxable Information] ' .Taxing Authority Description e,: Millage Values Assessed > Exempt k Taxable, 0100 COUNTY GENERAL FUND 0 S7,352 32,352 25,000 0400 SCHLSCHOOL 0 57,352 25,000 32,352 1000 CITY SANFORD 0 S7,352 32,352 25,000 1200 SJWM 01 57,352 32,352 25,000 9800 ICOUNTY BONDS 1 01 57,3521 32,3521 25,000 Land'lnformation Cd, `Ag Mkt -Rate Ag Rate ;, Area-?" 'Frnt D%T Depth Appt2Value %'Adj Reason, Just Value `' AL 1 1 120001 1 11 01 1 0 12,000 11 12,000 Total: �, 12,000 12;000 Sales Information'= - -� Code Deed - - Description ', Date Book Page Amount ' V/1 QC `PCC SQ WD WARRANTY DEED 02/01/2006 06136 0591 159,900 1 02 SQ WD WARRANTY DEED 09/01/2005 05928 1813 97,000 1 02 SU QD QUITCLAIM DEED 12/01/2000 04014 0061 100 1 11 SU QD QUITCLAIM DEED 04/01/1999 03640 0995 100 1 11 SU SW SPECIAL WARRANTY DEED 10/01/1991 02346 0073 36,000 1 17 SU SW SPECIAL WARRANTY DEED 03/01/1991 02274 0485 100 1 13 SU CT CERTIFICATE OF TITLE 03/01/1991 02273 1318 100 1 10 SQ WD WARRANTY DEED 03/01/1989 02056 0803 57,500 1 00 SU WD WARRANTY DEED 04/01/1987 01838 1338 6,000 1 00 SQ WD WARRANTY DEED 03/01/1982 01382 0589 46,000 1 00 SU QD QUITCLAIM DEED 01/01/1977 01119 1263 1001 1 00 Created By Date Notes,�� Unknown 08/02/2017 08:54 AM 911-225 '88 ROA #791 8995-1430-DC Page 1 of 2 (rPA4P JohnsoFAiPEPRAISER SEMINOLE CDVNTY. FLORIDA Parcel: 36193054400000220 Base Area: 936 Bldg No: 1 Adj SgFt: 1,190 Bldg Type: 01: SINGLE FAMILY Living Area: 1,200 Act Yr Bit: 1972 Adj Rate: 55.80 Eff Yr Bit: 1972 Ttl Points:.96 Cap Yr: 1972 Adj Points:.96 Arch Mod: 1 Base Rate: 65.00 NBHD Fac: 0.82 RCN: 66,402 DEPR-RCN: 49,802 Appendages Seq Code, Actual -,Adj;r. Year FL 1 UTF: UTILITY FINI 88 47 2 EPF:ENCLOSED P 264 185 3 OPF: OPEN PORC 72 22 Totals 424 , 254 2018 Parcel Detail Sheet Ovd Code: 0 Dep %: 75.00 Floors: 1 Fixtures: 5 Height: Rooms: Bedrooms: 3 Bathrooms: 1.5 10/30/2017 02:32 PM 36-19-30-544-0000-0220 Site Date: 01/08/2013 Building Date: 11/24/2004 Land Date: 03/06/2017 Structural Elements Code Description Points Ovd ; 0002 AVG FTG 6 0101 SLB AVG 6 0207 CONC BLOCK 27 0300 NONE 0 0402 GABLE/HIP 10 0503 COMP SHNGL 5 0631 FLOORING GRADE 2 4 0707 DRY WALL 28 0808 CENTRAL A/C 5 0903 AVERAGE 5 Total Points 1 >96 Bldg No: 1 Page No: 1 Page 2 of 2 6',` r c' tf,r CITY of saNFOR® D BUILDIN .ft 7 & FIRE PREVENTION PERMIT APPLICATION AUG 01 2o18 Appfica>tion N®: jr gY: 00 ei�nreuted Construction Value: S t Ly ,fob Address: _;��-��,� �i'� , �---1 � � istos•I'c District; Yes ❑ No ❑ Parcel T D: Reside Inge commercial Ll 'Type of Vdork: Nevk ❑ Addition ❑ Alteration Repair ❑ 3)en,,o ❑ Ch;�tn a off Use IE�ove ❑ Description of work: at l t�� ' I r �r Plan Review Contact Person: Title' Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property" City, State Zip: _ Contractor Information Name i , , �, ee 1� (I-s�l2��'� Phone: �� 3� C`�l'l�� e r I i" -- Fax: Street: i.?—ly-���'2`� State License ®.: City, State Zip: Architect/Engineer Information Phone: hone: Street: Fax: City, St, Zip: E-mail. Bonding Company: Mortgage Leader: Address: Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO1':IMb NCEIIi.ENT P+I?. Y RESULT IN YOUR OMMFNCEMENT MUST BE PAYING TWICE EID POSTE IMP C V[iIEEJOB SINTS DE SEF®RE THE FIRST INSPECTION- YOUR pROPERTY. A NOTICE OF IIF YOU INTEND TO OBTAIN RECORDED FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. [ cc ify that no workorinstallation has commenced prior to the issuance of a permit and that all work will be perforated to meet standar s of all laws plumbing, construction in this jurisdiction. I understand that a separate Permit trust 5e secured for electrical w rk, p furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 1053 Shali be inscribed with the date of application and the code in effcct as of tFat date: °i Edi[ o a (2014j Florida Building Code j� Permit Application Revisal: June 30, 2015 �� � (��l;Ytl NOTICE: In addition to the requirements of this permit, there may be additional restrictions appiica:le to this property that may be found in the public records of this county, and there may be additional permits required from other got crnmental 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 ; lotida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A, copy of tl'te executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at I'lie time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceetd the actual construction value, credit will be applied to your permit fees when the permit is issued. OMWER'S AFFIDAVIT: II certify that all of the foregoing information is accuriilte and that all worts will be stone in compliance with all applicable laws regulating construction and 7o nimp ° r'���// Siva' tore o1' /veer Gent Date Print OwnertAgen[' Name turn-6t Notary -State of Florida Date �p Kerry LL Pardue NOTARY PUBLIC -+STATE OF FLORIDA W ` ' Comn*GG080979 114CE 1g1110 Expires 11 /212018 Owner/Agent is Personally Known to Me. or Produced ID _ _ Type of TD Pf I)vt..Lf C Signature of Contractor/Agent Print Contracmr/Agent's Name Signature of Notary -State of Florida Contractor/Agent is Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Construction Type: Occupancy Use: ')Total Sq Ft of Bldg: Min. Occupancy 1,oad: New Construction: Electric - # of Amps Plumbing - ## of Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: Date Date rsonally Known to Me or of ID Gas❑ Roof Flood Zone - of Stories: Fire Alarm Pe4nit: Yes ❑ No ❑ WASTE WATER: I3VILDING: Rcviscd: June 30. 2015 {I)amtit. Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 ` DRIVEWAYS -SIDEWALK 407.688.5080 --------------- ------------------------------------------------- Page 2 Application Number . . . . . 18-00001536 Date 8/01/18 Application pin number . . . 976512 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. REQUIRED INSPECTION SEQUENCE. " i DING PEpj'-'uur Min . Mays I(nsection IlDescri Lion Footer / Setback 210 Stemwall Foundation / Form Board Survey p Slab / Mono Slab Pre our O Lintel / Tie Beam / Fill / Down Cell D Sheathing— Walls 50 Sheathing— Roof 6110 Roof Dry In 70 Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar -? Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence low Final. Building (Other) Address: Z%(. w - LtSrA, c=r-- LE R Min Max. I[ns2ection Dew cII� on Electric, Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 'trtrd'.'�.i MIN .04 Min Max Inspection I<Descri2tion Plumbing Underground Plumbing Sewer 20 Plumbing Tub Set Inno Plumbing Final Min MzxInspection ]IDesci 2tion 110 Mechanical Rough ano Mechanical Final 1qs ecfuon, Descri t1on Min Marc Gas Underground Gas Rough Gas Final R EWS EIID: June 2014 j RECORD COPY FORMR405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department ofBusiness and Professional Regulation -Residential Performance Method Project Name: Addition • 0901801 Street: 2306 LisaCt West City, State,Zip: Sanford , FL , Owner: Green Design Location: FL, Sanford 1. New constructionor existing 2• Single familyor multiple family 3. Numberof units, if multiple family 4. Numberof Bedrooms 5. Is this a worst case? 6. Conditionedfloor area abovegrade(ft2) Conditioned floorarea belowgrade(ft2) 7. Window$61.7 sqft.) Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.25 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: Builder Name: SCR " Permit Office: City of Sanford - SANFORD Permit Number :# _ C Jurisdiction: 6915lo 1 J County:: Seminole (Florida Climate Zone 0��% R� New (From Plans) 9. Wall Types(576.0 sgft.) Insulation Area Single-family a• Concrete Block- Int Insul, Exterior R=4.3 576.00 ft2 1 b. N/A R= fg c. N/A R= ft' 1 d. N/A R= ff No 10. Ceiling Types(640.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 640.00 ft2 640 b. N/A R= ff 0 c. N/A R= ftz 11. Ducts R ff Area a. Sup: Attic, Ret: Attic, AH: Attic 6 128 61.74 ft2 ff 12• Cooling systems k Btu/tr Efficiency a. Central Unit 34.0 SEER:15.00 f t= 13. Heating systems k Btu/IT Efficiency ff a. Electric Heat Pump 36.0 HSPF:8.20 8. Floor Types (640.0 sqft.) Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= 2.333 ft. 0.250 14. Hot water systems Area a• Electric 640.00 ft2 b. Conservation features ff None ff 15. Credits Cap: 40 gallons EF: 0.920 I Glass/Floor Area: 0.096 Total ProposedModified Loads: 21.68 PASS TotalBaseline Loads: 24.38 I herebycertify that the plans andspecificabons covered by this calculation are incompliance with the Florida Energy Code. Jov,p4&. A. (3ovvvvtia.vv PREPARED BY: Southern Energy Evaluation Services DATE: 03-15-18 I herebycertify that this building, as designed, is in compliance with the Florida Energy;Z`o�e. OWNER/AGENT: DATE: -IL None fill j�CCD WEBS BUILDING OFFICIAL: DATE: C• Reviewof the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction iscompleted this building will be inspected for compliance with Section 553.908 Florida Statutes. -Compliance requires certification by the airhandler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. -Compliance requires an AirBarrier andinsulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.99 ACH50(R402.4.1.2). 3/15/2018 2:10 PM EnergyGauge® USA- FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORMA R405-2017 PROJECT Title: Addition 0301801 Building Type: User Owner Name: Green # of Units: 1 Builder Name: SCR Permit Office: Cityof Sanford Jurisdiction: 691500 Family Type: Single-family New/Existing: New (From Plans) Comment: Bedrooms: 1 Conditioned Area: 640 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address Semi Lisa Ct West Seminole Sanford , FL , CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 640 5120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Addition 640 5120 Yes 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value 1 Slab -On -Grade Edge Insulatio Addition 64 ft 0 Area 640 ft2 Tile Wood Carpet 0.4 0 0.6 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested insul. (deg) 1 Gable or shed Composition shingles 693 ft2 134 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 640 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Addition 30 Blown 640 ft2 0.11 Wood 3/15/2018 2:10 PM EnergyGauge® USA- FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Ornt TO IAI;111 TypeAdjacent Space Cavity Width HEt_eight Sheathing Framing Solar Below In Area- _Va - 1 SW Exterior Concrete Block- Int Insul Addition 4.3000 16 8 128.0 ft2 0 0.349999 0 _ 2 NW Exterior Concrete Block- Int Insul Addition 4.3000 21.67 8 173.4 ft2 0 0.349999 0 3 NW Exterior Concrete Block- Int Insul Addition 4.3000 18.33 8 146.6 ft2 0 0.349999 0 4 NE Exterior Concrete Block- Int Insul Addition 4.3000 16 8 128.0 ft2 0 0.349999 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood Addition None .46 2 7 14 ft2 WINDOWS Orientation shownis the entered Pro osed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.35 0.25 N 4.8 ft' 2 It 4 in 1 ft 0 in Drapes/blinds None 2 SW 1 Vinyl Low-E Double Yes 0.35 0.25 N 3.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 3 NW 2 Vinyl Low-E Double Yes 0.35 0.25 N 16.2 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 4 NW 3 Vinyl Low-E Double Yes 0.35 0.25 N 9.8 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None 5 NW 3 Vinyl Low-E Double Yes 0.35 0.25 N 28.0 ft2 2 ft 4 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed CFM(50) .000254 426 23.39 43.98 .1852 4.9922 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 34 kBtu/hr 1020 cfm 0.75 1 sys#1 HOT WATERSYSTEM # System Tye SubType Location EF Cap Use SetPnt Conservation 1 Electric None Addition 0.92 40 gal 40 gal 120 deg None 3/15/2018 2:10 PM EnergyGauge® USA- FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORMR405-2n17 SOLAR HOT WATERSYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ff° DUCTS / — Supply--- — Return— Air CFM 25 CFM25 HVAC ## # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 128 ft2 Attic 32 ft2 Default Leakage Attic (Default) (Defaut) 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling Jan Heating Jan Venting Jan Feb EX� Feb Feb (� Mar [X] Mar E A r ( j Apr [ Ma Jun Jul May Jun 4 Jul Au f �j Aug f �j Se Sep E Oct Oct WNov Nov Dec Dec [[ X Mar [X] Apr [ May Jun ( Jul [ jAu [ 1 Se [X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 3/15/2018 2:10 PM EnergyGauge® USA- FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORMR405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 89 The lower theEnergyPerformance Index, the moreefficient the home. 2306 Lisa Ct West, Sanford, FL, 1 • New constructionor existing New (From Plans) 9. Wall Types Insulation Area 2. Single familyor multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.3 576.00 ft2 3. Numberof units, if multiple family 1 b.N/A R= fp c. c. N/A R= ft, 4. Numberof Bedrooms 1 d. N/A R= ft, 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6• Conditionedfloor area(ft2) 640 a. Under Attic (Vented) b. N/A R=30.0 640.00 ft2 R= ft, 7. Windows" Description Area c. N/A R= ff a. U-Factor: Dbl, U=0.35 61.74 ft2 11. Ducts R fr SHGC: SHGC=0.25 a. Sup: Attic, Ret: Attic, AH: Attic 6 128 b. U-Factor: N/A fg SHGC: C. U-Factor: N/A 12. Cooling systems kBtu/tr Efficiency SHGC: ff a. Central Unit 34.0 SEER:15.00 d. U-Factor: N/A ff SHGC: 13. Heating systems kgtu/tr Efficiency Area Weighted Average Overhang Depth: 2.333 ft. a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 640.00 ft2 a. Electric Cap: 40gallons b. N/A R= ff EF: 0.92 c. N/A R= ff b. Conservation features None 15. Credits None I certify that this home hascomplied with the Florida Energy Efficiency Code folBuilding Constructionthrough the above energy saving features which will beinstalled (orexceeded) in this home before final inspection. Otherwise, a new EPL Display Cardwill becompleted based oninstalled Codfteeirnpliant features. BuilderSignature: Date: �j,C6 -- Address of NewHome: 2306 Lisa CdVest City/FLZip: Sanford, FL, OF Es r "0 a boo va *Note: This is not aBuilding Energy Rating. If your Index is below 70, your home mayqualify for energyefficient mortgage (EEM)incentives if youobtain aFlorida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see theEnergyGauge web site alanergygauge.com folinformation and a list of certified Raters. Fodnformation about theFlorida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Labelrequired bySection R303.1.3 of the FloridaBuilding Code, Energy Conservation, if not DEFAULT. 3/15/2018 2:23 PM EnergyGauge® USA- FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 I� system Residential Green 2306 Lisa Ct West Sanford, FL Reference City: Sanford, FL Sizing CalculationsSummer Load - Room by Room Component Details Project Title: Addition + Existing 0301801 3/15/2018 Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 44gr. Type* Overhang Window Area(sqft) :4.8 HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshade Shaded Unshaded 1 2 NFRC 0.25, 0.35 B-L No SW 2.3ft 1.Oft 4.8 0.0 9 18 45 Btuh 2 2 NFRC 0.25, 0.35 B-L No SW 2.3ft 1.Oft 3.0 3.0 0.0 9 18 28 Btuh 3 2 NFRC 0.25, 0.35 B-L No NW 2.3ft 1.0ft 16.2 0.0 16.2 9 17 283 Btuh 4 2 NFRC 0.25, 0.35 B-L No NW 2.3ft 1.O11 16.2 0.0 16.2 9 17 283 Btuh 5 2 NFRC 0.25, 0.35 B-L No NW 2.3ft 1.Oft 28.0 0.0 28.0 9 17 490 Btuh Window Total I 68 s ft 1130 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 72 Concrete Blk,Hollow - Ext 0.14 4.3/0.0 120.2 2.3 279 Btuh Concrete BIk,Hollow - Ext 0.14 4.3/0.0 167.2 2.3 388 Btuh 3 Concrete Blk,Hollow - Ext 0.14 4.3/0.0 78.5 2.3 182 Btuh 4 Concrete Blk,Hollow - Ext 0.14 4.3/0.0 128.0 2.3 297 Btuh Wall Total 494 (sgft) 1145 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 14.0 14.3 200 Btuh Door Total 14(sgft) 200 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.00.0 640.0 1.43 917 Btuh Ceiling Total 640 (sgft) 917 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 640 (ft-perimeter) 0.0 0 Btuh Floor Total 640.0 s ft 0 Btuh Zone Envelope Subtotal: 3392 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 5120 0.45 27.0 592 Btuh Internal occupants Btuh/occupant Appliance Load ain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 4443 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.404 1794 Btuh Sensible Zone Load 6237 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate: FL_ORLANDO_SANFORD-Al RPOR 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL 3/15/2018 Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshade Shaded Unshaded 6 1 Clear 0.74, 1.13 B-L No SE 1.3ft 1.0ft 22.5 5.7 16.8 28 49 981 Btuh 7 1 Clear 0.74, 1.13 B-L No SE 1.3ft Loft 30.0 7.5 22.5 28 49 1308 Btuh 8 1 Clear 0.74, 1.13 B-L No SW 1.3ft 1.0ft 19.5 7.8 11.8 28 49 793 Btuh 9 1 Clear 0.74, 1.13 B-L No NW 1.3ft 1.0ft 25.0 0.0 25.0 28 47 1165 Btuh 10 1 Clear 0.74, 1.13 B-L No NE 1.3ft 1.0ft 25.0 0.0 25.0 28 47 1165 Btuh Window Total 1 122 (s ft) 5411 Btuh Walls Type U-Value R-Value Area(sgft) HTM Load Cav/Sheath 5 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 45.5 2.9 130 Btuh 6 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 183.1 2.9 523 Btuh 7 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 95.0 2.9 271 Btuh 8 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 177.6 2.9 507 Btuh 9 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 103.3 2.4 247 Btuh Wall Total 605 (sgft) 1679 Btuh Doors Type Area (sqft) HTM Load 2 Wood - Exterior 20.0 14.3 285 Btuh Door Total 20 s ft) 285 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load 2 Vented Attic/Light/Shingle 0.049 19.00.0 1393.0 2.21 3073 Btuh Ceiling Total 1393 sgft 3073 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 1393 (ft-perimeter) 0.0 0 Btuh Floor Total 1393.0 (sgft) 0 Btuh Zone Envelope Subtotal: 10448 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 11144 0.55 33.0 724 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 12092 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.404 4882 Btuh Sensible Zone Load 16975 Btuh EnergyGauge® / USRCZB v6.0 Page 2 System Residential Green 2306 Lisa Ct West Sanford, FL Reference City: Sanford, FL Sizing Calculations - Summer Load - Room by Room Component Details Project Title: Addition + Existing 0301801 3/15/2018 Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 44gr. Window Type* Panes SHGC U InSh indow Area(sqft) HTM Overhang24.8 IS Omt Len Hot Load 1 2 NFRC 0.25, 0.35 B-L s Shaded Unshade Shaded No SW 2.3ft 1.Oft 4.8 0.0 9 Unshaded 45 Btuh 28 Btuh 2 18 2 NFRC 0.25, 0.35 B-L No SW 2.3ft 1.0ft 3.0 3.0 0.0 9 18 3 4 2 NFRC 0.25, 0.35 B-L 2 NFRC 0.25, 0.35 B-L No NW 2.3ft 1.0ft 16.2 0.0 16.2 9 No NW 2.3ft 1.0ft 16.2 17 283 Btuh 5 2 NFRC 0.25, 0.35 B-L 0.0 16.2 9 No NW 2.3ft 1.Oft 28.0 0.0 28.0 9 17 17 283 Btuh 490 Btuh Window Total I 68 knftl 1130 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load 1 Cav/Sheath 2 Concrete Blk,Hollow - Ext Concrete Blk,Hollow - Ext 0.14 4.3/0.0 120.2 2.3 279 Btuh 3 Concrete Blk,Hollow - Ext 0.14 4.3/0.0 167.2 0.14 4.3/0.0 78.5 2.3 2.3 388 Btuh 4 Concrete Blk,Hollow - Ext 0.14 4.3/0.0 128.0 2.3 182 Btuh 297 Btuh Doors Wall Total Type 494 sgft 1145 Btuh Load Area (sqft) HTM 1 Wood - Exterior Door Total 14.0 14.3 200 Btuh Ceilings Type/Color/Surface 14 (sgft) U-Value R-Value Area(sqft) HTM 200 Btuh Load 1 Vented Attic/Light/Shingle 0.032 30.00.0 640.0 1.43 917 Btuh Ceiling Total 640 (sgft) 917 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 640 (ft-perimeter) 0.0 0 Btuh Floor Total 640.0 sgft 0 Btuh Zone Envelope Subtotal: 3392 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 5120 0.45 27.0 592 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 4443 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) DGM of 0.404 1794 Btuh Sensible Zone Load 6237 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate: FL_ORLANDO_SANFORD_AIRPOR 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL 3/15/2018 Window Type` Overhang Window Area(sgft) HTM Load 6 Panes SHGC U InSh 1 Clear 0.74, 1.13 B-L IS Omt Len H t Gross Shaded Unshade Shaded Unshaded No 7 1 Clear 0.74, 1.13 B-L SE 1.3ft1.0ft 22.5 5.7 16.8 28 No SE 1.3ft 1.0ft 30.0 7.5 22.5 28 49 49 981 Btuh 1308 Btuh 8 9 1 Clear 0.74, 1.13 B-L 1 Clear 0.74, 1.13 B-L No SW 1.3ft 1.0ft 19.5 7.8 11.8 28 No NW 1.3ft 1.0ft 25.0 49 793 Btuh 10 1 Clear 0.74, 1.13 B-L 0.0 25.0 28 No NE 1.3ft 1.0ft 25.0 0.0 25.0 28 47 47 1165 Btuh 1165 stun Window Total 122 sgft 5411 Btuh Walls Type LI-Value R-Value Area(sqft) HTM Load Cav/Sheath 5 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 45.5 2.9 130 Btuh 6 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 183.1 2.9 523 Btuh 7 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 95.0 2.9 271 Btuh 8 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 177.6 2.9 507 Btuh 9 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 103.3 2.4 247 Btuh Wall Total 605 (sgft) 1679 Btuh Doors Type Area (sgft) HTM Load 2 Wood - Exterior 20.0 14.3 285 Btuh Door Total 20 sgft) 285 Btuh Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load 2 Vented Attic/Light/Shingle 0.049 1940.0 1393.0 2.21 3073 Btuh Ceiling Total 1393 (s ft) 3073 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 1393(ft-perimeter) 0.0 0 Btuh Floor Total 1393.0 sgft 0 Btuh Zone Envelope Subtotal: 10448 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.22 11144 0.55 33.0 724 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 12092 Btuh Duct load Average sealed, Supply(R(3.0-Attic), Return(R6.0-Attic) (DGM of 0.404 4882 Btuh 7' Sensible Zone Load 16975 Btuh EnergyGauge® / USRCZB v6.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate: FL_ORLANDO_SANFORD—Al RPOR 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL 3/15/2018 Windows July excursion for System 1 301 Btuh Excursion Subtotal: 301 Btuh Duct load 121 Btuh Sensible Excursion Load 422 Btuh EnergyGauge® / USRCZB v6.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL 3/15/2018 Sensible Envelope Load All Zones 16836 Btuh Sensible Duct Load 6798 Btuh Total Sensible Zone Loads 23634 Btuh Sensible ventilation 0 Btuh Blower 1570 Btuh Whole House Total sensible gain 25204 Btuh Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 1790 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1564 Btuh Latent occupant gain (6.0 people @ 200 Btuh per person) 1200 Btuh Latent other gain 0 Btuh Latent total gain 4553 Btuh 1. Central Unit I t# 34000 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(Y2)) (Ornt - compass orientation) s . Version 8 EnergyGauge® / USRCZB v6.0 Page 4 System Residential Green 2306 Lisa Ct West Sanford, FL Sizing Calculations - Winter Load - Room by Room Component Details Project Title: Addition + Existing 0301801 Building Type: User 3/15/2018 Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99%) Component Loads for Room #1 i4ddittor =3 m M 3 a . q Window .-Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.25 Vinyl 0.35 SW 4.8 11.9 57 Btuh 2 2, NFRC 0.25 Vinyl 0.35 SW 3.0 11.9 36 Btuh 3 2, NFRC 0.25 Vinyl 0.35 NW 16.2 11.9 193 Btuh 4 2, NFRC 0.25 Vinyl 0.35 NW 16.2 11.9 193 Btuh 5 2, NFRC 0.25 Vinyl 0.35 NW 28.0 11.9 333 Btuh Window Total 68.2 s ft 811 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.145) 4.3/0.0 120 4.93 592 Btuh 2 Conc Blk,Hollow - Ext (0.145) 4.3/0.0 167 4.93 824 Btuh 3 Conc Blk,Hollow - Ext (0.145) 4.3/0.0 78 4.93 387 Btuh 4 Conc Blk,Hollow - Ext (0.145) 4.3/0.0 128 4.93 631 Btuh Wall Total 494 s ft 2433 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 14 15.6 219 Btuh Door Total 14 s ft 219Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 640 1.1 693 Btuh Ceilina Total 640 s ft 693Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 64.0 ft(perim.) 40.1 2568 Btuh Floor Total 640 s ft 2568 Btuh Room Envelope Subtotal: 6724 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 5120 0.45 36.0 1341 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.197) 1585 Btuh Room #1 Sensible Room Subtotal 9650 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL Building Type: User 3/15/2018 Window Panes/Type Frame U Orientation Area s ft X HTM= Load 6 1, Clear Metal 1.13 SE 22.5 38.4 864 Btuh 7 1, Clear Metal 1.13 SE 30.0 38.4 1153 Btuh 8 1, Clear Metal 1.13 SW 19.5 38.4 750 Btuh 9 1, Clear Metal 1.13 NW 25.0 38.4 960 Btuh 10 1, Clear Metal 1.13 NE 25.0 38.4 960 Btuh Window Total 122.0 s ft 4688 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 5 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 45 6.07 276 Btuh 6 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 183 6.07 1112 Btuh 7 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 95 6.07 577 Btuh 8 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 178 6.07 1078 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 103 5.07 524 Btuh Wall Total 605 s ft 3567 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Wood - Exterior, n (0.460) 20 15.6 313 Btuh Door Total 20 s ft 313Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Shing (0.049) 19.0/0.0 1393 1.7 2322 Btuh Ceilina Total 1393 s ft 2322Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 132.0 ft(perim.) 40.1 5296 Btuh Floor Total 1393 s ft 5296 Btuh Room Envelope Subtotal: 16186 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 11144 0.55 44.0 1642 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.197) 3504 Btuh Room #2 Sensible Room Subtotal 21332 Btuh EnergyGauge® / USRCZB v6.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 2306 Lisa Ct West Addition Existing 0301801 Sanford, FL Building Type: User 3/15/2018 Subtotal Sensible Heat Loss 30982 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 30982 Btuh 1. Electric Heat Pump # 36000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or- Glass as'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRCZB v6.0 Page 3 Residential System Sizing Calculation Summary Green Project Title: 2306 Lisa Ct West Addition + Existing 0301801 Sanford, FL 3/15/2018 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 20 F Total heating load calculation 30982 Btuh Total cooling load calculation 29757 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 116.2 36000 Sensible (SHR = 0.75) 101.2 25500 Heat Pump + Auxiliary(O.OkW) 116.2 36000 Latent 186.7 8500 Total f Electric Heat Pump) 114.3 34000 WINTER CALCULATIONS Winter Heating Load (for 2033 saft Load component Load Window total 190 sqft 5499 Btuh Wall total 1098 sqft 6000 Btuh Door total 34 sqft 532 Btuh Ceiling total 2033 sqft 3015 Btuh Floor total See detail report 7864 Btuh Infiltration 80 cfm 2983 Btuh Duct loss 5090 Btuh Subtotal 30982 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 30982 Btuh Summer Cooling Load (for 2033 soft 1Nells(19.4%) Floors(25.4°4) SUMMER CALCULATIONS Doors(1.7°G> Load component Load Window total 190 sqft 6841 Btuh Wall total 1098 sqft 2824 Btuh Door total 34 sqft 485 Btuh Ceiling total 2033 sqft 3990 Btuh Floor total 0 Btuh Infiltration 60 cfm 1316 Btuh Internal gain 1380 Btuh Duct gain 6798 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 1570 Btuh Total sensible gain 25204 Btuh Latent gain(ducts) 1564 Btuh Latent gain(infiltration) 1790 Btuh Latent gain (ventilation) 0 Btuh Latent gain(internal/occupants/other) 1200 Btuh Total latent gain 4553 Btuh TOTAL HEAT GAIN 29757 Btuh +: pJ 8th Edition Ceilings(13.4°A) Doors(1.o°l°)A. Infil.(10.4%) Ducts(28.1 %) Ceilings(9.7%J Infil.(9.b°h} Duc1s(1 o.4°h ) Windows(23.0%} 6lovrer(5.3%) EnergyGauge® System Sizing Joyf4>P%, A. 13o1gvv a&, PREPARED BY: Southern Energy Evaluation Services DATE: 03-15-18 EnergyGauge® / USRCZB v6.0 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door ®urSWING ,,impAcr GENERAL NOTES 1• This product has been evaluated and is in with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base i material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and ydoes not require an impact resistant covering. J 4. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "4" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Door panel details and glazing detail R Sidelite panel details and glazing detail Elevations Horizontal cross sections Vertical cross sections 7 1 Vertical cross sections B Buckanchoring 9 Frame anchoring 10 1 Astragal details 11 1 Bill of materials and components �•7 z x • x �'�•. XX 151.5"MAX. O.A. FRAME WIDTH 37.25" MAX. 74.0" MAX. FRAME WIDTH FRAME WIDTH � r s Fr x o o ox I L�1110J L 11 LIJ CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE XX 74" X 80.5" 20.5" X 62.63" +50•0 -50.0 OXXO 151.5" X 80.5" 20.5" X 62.63" +50,0 M""11 G Z O 0 000 12 l� oS > > i n h ^ N w Q N z t o z D o tt N ^ O z DATE:02121112 i sCALE: N.T.S. ° 5 m Dwc. BY. JK 3 CHK. BY: LFS FL-15180.2 N a N SHEEP 1 OF 11 i 1.22' STILE (COMP.) — STILE REINFORCEMENT (WOOD) LOCK BLOCK (20" LONG WOOD) 1 HORIZONTAL CROSS SECTION 2 HARDWARE CHART MANUFACTURER: MODEL LOCK: SIGNATURESERIES KWIKSET DEADSOLT: SIGNATURE SERIES(780) LOCK: YH COLLECTION YALE DEADBOM YH COLLECTION (80 SERIES) 35.7S' DOOR WIDTH 40 DOOR PANEL STRUCTURALSIUCINE (DOW 995) NON STRUCTURAL SEALANT — n TOP RAIL STILE (COMP.) (COMP.) STILE REINFORCEMENT (WOOD) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) 5/8" GLASS BITE EXT. 1" OVERALL GLASS THK. 1/8"ANNEALED GLASS 0.090" SAFLEXOPVB �ZAT p4^Z M �0 0 0 0 111� UN •• Z 0 V ma:af° E 0 Z 24.22' MAX. INTERLAYER FRAME WIDTH 1 /8" ANNEALED GLASS INTERIOR- EXTERIOR 20.6' MAX. 1 AIRSPACE D.L.O. WIDTH I 1/8"TEMPERED GLASS 117-19 X 1-3/4" PPH ALUMINUM SPACER SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT GLAZING DETAIL = C'1 FIBERGLASS SKIN = w (SEE DETAIL) = 1.86, O u�.. 0 x INTERIOR O ' o WOVEN _ FIBERGLASS 0.063' i N N zo O- 1 b J_ o 3A ODL LITE FRAME FIBERGLASS SKIN EXTERIOR BOTTOM RAIL wl 4.25'. (Alum.) 0.069" THK. (COMP.) SEE HARDWARE (TyP') DOOR SKIN DETAIL CHART ODL WE FRAME 2 VERTICAL CROSS SECTION Z DATE: 02121 12 SCALE: N.T.S. DWG. BY: JK cw BY LFS DRAWING NO.: FL-15180.2 SHEET 2 OF 11 om 35.79 DOOR WIDTH 60 SIDELRE PANEL 24.27' MAX. FRAME WIDTH 20.5' MAX. D.L.O. WIDTH 5/8" GLASS BITE a EXT. I" OVERALL GLASS THK, 1/8" ANNEALED GLASS 0.090" SAFLEePVB INTERLAYER 1/8"ANNEALED GLASS INTERIOR I AIR SPACE 1/8"TEMPERED GLASS _ #7-19 X 13/4" PPH _/� ALUMINUM SPACER SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT Gl GLADNG DETAIL ci O � FlBERGLASSSKIN = w Q J ci o �v T? O zo 04 15 , L [L 4.25' (TYP.) ODL LITE FRAME STRUCTURAL SIUCINE (DOW 995) NON STRUCTURAL SEALANT — 3A ODL L1TE FRAME (Alum.) (SEE DETAIL( INTERIOR WOVEN FIBERGLASS U C> d FIBERGLASS SKIN EXTERIOR 1.75' 1 = Q. 0 N 0 c v U O Z U Eprn 360 a N< j p t a v 9 c p �Z Li 3v l M 0 ¢¢ 00 zo JU' ZN Ln w a5 EXTERIOR U o o z o 0 Lo a 0.069 THK. BOTTOM RAIL DOOR SKIN DETAIL (COMP.) 2 VERTICAL CROSS SEC71ON 3 DATE: 02121112 SCALE: N.T.S. MG. BY: JK cwu. BY: LFS DRAWNG NO.: FL-15180.2 SHEET 3 OF 11 ELEVATION (XX) ELEVATION (OXXO) •o Oa�=Z�� �' 7 z ri'•: p orn •....• ..... �.``` O M Gt %%N OD Z U N ^nv axZd 1 C og a WOaIL cw 9m 0 IL ma: v 9 c c p E oZ DATE: 02121 / 12 SCALE: N.T.S. DWG. er: JK CNN. er: LFS DRAWING NO.: FL-15180.2 SHEET 4 ov 11 d z m z a N Z O U O 0 m 3 a 0 N 0 EXTERIOR I. NOTE: 9 1. Spacing for item K: 6' from ends and 7 more equally spaced along T sidelite (9 total). 1-1/4' MIN. EMB. (IYP.) n tt x a. u ou EXTERIOR J1 AF 0 0 e y SEE NOTE 1 INTERIOR 3 21 20 j 15+. (-- C-SINK L (TP.) e .a B 1 HORIZONTAL CROSS SECTION s 5 : Z- EXTERIOR 0 a N •• • o v Z o Z U Eo, o m o p t0 J C W ♦ aNp 00. '� m dad SEE NOTE 1 K a v Z INTERIOR77. J zo C A 20 21 1-1XMIN. F-U N EMB. (TYP.) a � m o Q w o'N z 4 HORIZONTAL CROSS SECTION Q $ Shown w/1 X sub -buck o 2 HORIZONTAL CROSS SECTION 5 1 "T INTE HORIZONTAL CROSS SECTON 5 LE: N.T.S. BY. JK m C. BY.. LFS 3 ANG NO, B N FL-15180.2 0 J7 5 OF i l N A ° D a p � ■EXTERI INTERIOR Z_ d �_5m5 A P7TlTll a EXTERIOR INTERIOR VERTICAL CROSS SECTION 6 EXTERIOR -�)W- v INTERIOR �' 21 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck m 7 at r E2 M Q� �m a cQi o a a SCALE: N.T.S. DWG. BY: JK CHw BY; LFS DRAWING ND.: FL-15180.2 SHEET 6 OF 11 NOTE v ° a 1. Spacing for item K: 6" From each end QP o n and at centerfne (3 total). t i°'� 0- -A=0 �.' • e •• Z i9b`. O� d m 11 8111 f C ,ri � J U N o y zd .. z o Y E z m ci z: C a m 20 CW A �� a N maa00. b 60 ` 60 .w co m z E ° SEE NOTE 1 K aW ]Pj Z 20 21 SEE NOTE 1 K 21 20 EXTERIOR INTERIOR EXTERIOR INTERIOR s Q zo 1 VERTICAL CROSS SECTION ¢o 2 VERflCAL CROSS SECTION E P 9 7 Shownw/1Xsub-bucker am_ T U ] O U K O aI � a Y Y } SEE NOTE 1 K 60 m m EXTERIOR INTERIOR EXTERIOR 60 INTERIOR N N = 4 z n 29 20 2i W W z � H SEE NOTE 1 K _ i E e • .^'-u$7 ® as C ! I .• ea . N O 1 z [ DATE:02 21 12 c N.T.S. 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION DWG. Ix: JK 6 T 0W. er: LFS ? DRAWING NO.: D FL-15180.2 E SHEEP _L OF 11 tn 01 Y 76 ....... .... % Z 0 (0 a () N 0 r) 4' (TYP.) 4" 0 X ZO 5- 4 z o 8!- - (TYP.) (TYP- (TYP U (TYP.) M0 e.- (L . ;711 g P.) (TYP-) t E 0C z a 2X BUCK TYP. HEAD TYP. HEAD o & JAMBS & JAMBS SHOWN z REF. ONLY 2X BUCK REINFORCEMENT FOR QC) EE SHOWN FOR REF. ul X C ONLY Na w MASONRY < MASONRY a M UJ 0 OPENING d OPENING 0 0 0 DL a O 1z BUCKANCHORING DUCKANCHORING V) E XX OXXO U) 10 CONCRETE ANCHOR NOTES: a I!! 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarloints, additional concrete anchors may be required to ensure the "MAX. ON CENTER"dimenslon are not exceeded. Concrete anchor table., .. .. ..... ........... RA C. N N CLEARANCE z ............. TO-AWACE . . ....... . . .. . ... . .... ... .... ..... ANCHOR DATE: 02121112 ... ED, . ............ -- ITW SCALE: N.T.S. 114' 1.114" 21 4" TAPCONG DWG. BY.- JK ELCO ULTRACON' I/If CHK. Err- LFS : WOOD SCREW INSTALLATION NOTES: DRAW G NO X ,il . Maintain SAr edge distance. 7'end distance,& I"o.c. spacing of FL-15180.2 I wood screws to prevent the splitting of wood. SHEET _j�_ OF _L1 ANCHOR ANCHOR --:MtN 2X BUCK f J IXBUCK MASONRY) np OPENING HEAD AND -- _ JAMBS SEE DETAIL 2 2X BUCK - FRAME 2X BUCK �z- MASONRY OPENING H Typ SELL SEE DETAIL 1 ^O I FRAME ANCHORING XX CONCRETEANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the mfn edge distance to mortar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table .ANCHOR ANCHOR RAIN ..MIN cLEgHANCE M1N.cLEARANCIE TYPE SIZE EMBEDMEM :TO MASONRY TO A'aJACENT . ........:::.:...__.,.........:...:::....:......._.._..::_...:......:_.. _......:::,....:... EaGE._:..._._.........-ANCHOR.......:: IiW TAPCONa 1/4" 1-1/4" 2" 4" ELCO 1/4" 1-0/4' 1" 4' ULTRACON ITW a 3/16" 1-1/4" S" 1.1/T TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8-edge distance, ?"end distance, & 1"o_c. spacing of wood screws to prevent the splitting of wood. O; • ' '^ 3" (TYP.) 3" (TYP.) z -V c �' J u T (TYP.) T (TYP.) 6" (TYP.) z12 Q C m 0 N m i Z. 2X BUCK SEE DETAIL 2 i g c° Z m ce w J I BUCK N \ 1 f` In g 9 O 00. to TYP. V 1` o HEAD AND E v Z JAMBS C a L ASTRAGAL TYP SHOWN FOR '� d REFERENCE N L TYP. ® SILL ONLY �? O do z TYP. ® SILL �� o H SEE DETAIL 1 d Clow J w N U am n o o FRAME ANCHORING a a OXXO G 1XBLICK 87 2X BUCK ;w N N N 0 1 Z � W W DETAIL I DETAIL 2 m Astragal throw bolts Attach astragal throw bolt S of the threshold strike plate to frame (Oufswing) as shown w N N 28 IX BUCK H M 2X BUCK K 47 0 10 I DATe 02121112 11 11 scue N.T.S. DWG. BY: JK LATCH LC DEAD BOLT DETAIL LJ CHK. BY: LFS DRAWING NO.: HINGE DETAIL ASTRAGAL STRIKE JAMB HINGE JAMB FL-15180.2 SHEET 9 OF 11 2.76' 3.7S' ANCHOR SCREW LOCATIONS s.S' ! 35.5 6'-8" ALUMINUM ASTRAGAL ASSEMBLY By Endura Products 2Z" 1.63" =a _Z^ o� 0 N .. 0 Z g m C o♦ o l`\ C d m d a O ' '0 2 ^K, o JLL �19.63" 0 00 — T n a 00 yy cn I [I G O Z O SLIDE BOLT ROD o BOLT RETAINERS t �),63^ MAIL: Steel — w w e � cn � � SLIDE BOLT ROD ALUMINUM ASTRAGAL BOLT RETAINER MATL: 9.3/4" AluminumUj ' ' z 3 z VIEW A -A N a ^ `" Aluminum Astragal Assembly 41 m z Z U N Dare 02121172 = SCALE: N.T.S. ° 1.75' 36 ULTIMATE HURRICANE ASTRAGAL Dcwc BY, LFS 3 DAAWNG NO.: C FL-15180.2 N a SNEEr ) 0 OF )) N BILL OF MATERIALS ' � og z 'ES� �aPf; v m z° a:v0 .•� LN"1 ''//H `. n n (�— 4.56" � * 1 Nt ���` 0 n .. z° UN.. ry \ Z_ xz0 Em 3 o og 9 `Oa \ a N m a a Y (� V a 9 14 .. ^ E G E t �z F2-1 Ja 20 4916"JAMB Rngerloint pine O z0 �W �.z ¢CL m �� a w o0 8 Q�� JW a m N J G (— 4.56" r U w m 0 O & G �a a O » m `o o - g F� — 2.44� m POLY FIBER JAMB a 21 0 0 E N N ... � W W Z � O OWW G F F < OO 0 O 4.56" - � ^ ^ ° 2.03" W z a to N—c i z a Dn1e 02121112 i SCALE: N.T.S. 9 %L WING THRESHOLD BY DLP OWG. Sr: JK m' GNN, ev: LFS 3 d DRAWING NO.: - FL-15180.2 N o 111 SNEEr 1l OFDo z ITEM • DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE - D 1 /4" X 2-3/4" ELCO OR TTW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO AC! 301 OR HO REVISIONS REV DESCRIPTION A REVISED PER NEW REQUIREMENTS DATE APPROVED 02/21/18 R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS _ USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04/09. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 71 SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM n ALLOWABLE SHIM STACK TO BE 1/4". C 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING BEYOND W T% 1 SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS Da Z r AND INSTALLATION DETAILS. _n 0 12) ALL FASTENERS TO BE CORROSION RESISTANT. - 0 C) 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE SIGNED: 0212112018 1 (OR GREATER). D.18O OR MI WINDOWS LO 30KSI048"THICKFMINIMUMI/FU=52KS1 ALUMINUMR6063RT5 FUTEEL WESTMAR ET STREET 14) UNITS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. GRATZ, PA 17030-0370 SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HOT, ,= * 0 51 k= 1255 HPPW PVC FIXED WINDOW NON —IMPACT NOTES rsa • TAT OF TABLE OF CONTENTS DRAWN: Dwc No. RE %�'��S �t0R1D4; '\'C\��' SHEET NO. DESCRIPTION 08 A OiONAi, NX�\ 1 NOTES SCALE Dare SHEET NTS 09/12/12 1 OF 4 2 ELEVATION AND ANCHORING LAYOUT ` `� 3 - 4 INSTALLATION DETAILS �� t �� . i� •� L.ROBERTOLOMASP.E. 1432 WORD LEWISVILLE, NC 27023 434-688-0609 rlomas@Idomaspe.com Luis R. Lomas P.E. FL No.: 62514 E FIR HE 72" FRAME WIDTH 4" MAX. 15" MAX. 4" MAX. O.C. 1 4" MAX. II— 13" MAX. y O.C. WE T_ GHT 4" MAX. SERIES 3500 HP, 3500 HPPW, 3500 HPSDLITES, 3500 HPSP, 3500 HPT, 1255 HPPW PVC FIXED WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +70.0%75.OPSF NONE 72" x 60" FRAME SIZE SHOWN. OTHER SIZES ARE APPROVED AS LONG AS INDIVIDUAL FRAME AREA DOES NOT EXCEED 30.0 FT2 REVISIONS DESCRIPTION DATE APPROVED REVISED PER NEW REOUIREMENTS 1 02/21/18 R.L. Number of anchor locations required Window Window width (in) Height (in) 24.00 H&S Jamb 30.00 H&S Jamb 36.00 H&S Jamb 42.00 H&S Jamb 48.00 H&S Jamb 54.00 H&S Jamb 60.00 H&S Jambi 66.00 H&S Jamb 72.00 H&S Jamb 24.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 5 3 6 3 42.00 3 4 3 4 3 4 4 4 4 4 5 4 5 4 5 4 6 4 48.00 3 4 3 4 3 4 4 4 4 4 5 4 5 4 5 4 6 4 54.00 3 5 3 5 3 5 4 5 4 5 5 5 5 5 5 5 6 5 60.00 3 5 3 5 3 5 4 5 4 5 5 5 5 5 5 5 6 5 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HPT 1255 HPPW PVC FIXED WINDOW NON —IMPACT ELEVATION AND ANCHORING LAYOUT DRAWN'. DWG N0. V.L. 08-01772 7- NTS DATE 09/12/12 1SHEET OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlomaspirlomaspe.com SIGNED: 0212112018 `k• 0 51•*= TAT E OF w 0��,' <4RlOP• ��� ss/ONA"�G0G��\ Luis R. Lomas P.E. FL No.: 62514 2X BUCK/WOOD FRAMING 7 16" MIN. MASONRY/CONCRETE BY OTHERS, 2X BUCK TO EDGE DISTANCE BY OTHERS BE PROPERLY SECURED OPTIONAL IX BUCK BY - 1 1/4" MIN. OTHERS, 1X BUCK TO EMBEDMENT BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 O� O BACKER ROD /4" MAX. BACKER ROD AND APPROVED SHIM AND APPROVED SEALANT o SEALANT #8 WOOD SCREW EXTERIOR INTERIOR EXTERIOR #8 WOOD SCREW BACKER ROD 1/4" MAX. AND APPROVED iii\\\""J SHIM BACKER ROD SEALANT 11 77100 o AND APPROVED SEALANT I 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK BY OTHERS, 1 X BUCK TO 2X BUCK WOOD FRAMING BE PROPERLY SECURED. BY OTHERS, 2X BUCK TO / 7/16" MIN. SEE NOTE 3 SHEET 1 EDGE DISTANCE BE PROPERLY SECURED VERTICAL CROSS SECTION MASONRY/CONCRETE -/ 1 1 MIN. arn11 n 1 BY OTHERS EDGE DIST. VERTICAL CROSS SECTION MASONRY/CONCRETE FLUSH INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR i INTERIOR 1 1/2" MIN. EDGE DIST. < I1 3/4" MIN. EMBEDMENT 1/4" MAX SHIM 3/16" TAPCON HEAD AND SILL SHOWN, JAMBS SIMILAR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 TAPCON 1/4" MAX. SHIM 1 3/4" MIN. EMBEDMENT REVISIONS DESCRIPTION REVISED PER NEW REOUIREMENTS METAL STRUCTURE BY OTHERS DATE APPROVED 02/21/18 R.L. 7/16" MIN. EDGE DISTANCE 1/4" MAX. BACKER ROD ❑ SHIM AND APPROVED SEALANT o 0 #8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR #8 SMS OR SELF DRILLING SCREW BACKER ROD AND APPROVED 1/4" MAX. SHIM SEALANT METAL STRUCTURE BY OTHERS 7/16" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR SIGNED: 0212112018 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET \0\111111/1r//� ����5 R' Lb?9///� GRATZ, PA 17030-0370 ti�� •��GENSF 9s�% = * 0 51 SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HPT, 1255 HPPW PVC FIXED WINDOW NON —IMPACT INSTALLATION DETAILS d4w ryp • TAT OF /O ' • �� "F`'c ORtO? • C� DRAWN: DWG N0. REV 08 A �Z/ONALt ����\ Luis R. Lomas P.E. scA E NTS DATE 09/12/1 2 SHEET OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-686-0609 rllomaspIllomaspe—m REVISIONS DESCRIPTION I DATE APPROVED REVISED PER NEW REOUIREMENTS 1 02/21/18 R.L. MASONRY/CONCRETE BY OTHERS 2 5/11" MIN, _ EDGE DIST. 2X BUCK/WOOD FRAMING 7/16" MIN. I METAL BY OTHERS, 2X BUCK TO EDGE DISTANCE OPTIONAL 1X BUCK BY ° STRUCTURE BE PROPERLY SECURED OTHERS, 1X BUCK TO ° BY OTHERS BE PROPERLY SECURED. 1 1/4" MIN. SEE NOTE 3 SHEET 1 a° EMBEDMENT 1 1/4" MIN. FLANGE TO BE EMBEDMENT FLANGE TO BE In FLANGE TO BE — COVERED WITH COVERED WITH + COVERED WITH APPROVED SEALANT APPROVED SEALANT APPROVED SEALANT 000 0 oE� I FLANGE TO BE SET IN BED OF 1 4' MAX. / SHIM FLANGE TO BE SET IN BED OF ❑ 0 1/4" MAX. SHIM FLANGE TO BE — SET IN BED OF APPROVED SEALANT o APPROVED SEALANT o o - APPROVED SEALANT 3/16" #8 WOOD TAPCON SCREW EXTERIOR _ INTERIOR EXTERIOR , INTERIOR EXTERIOR #8 WOOD 3/16" TAPCON o SCREW FLANGE TO BE FLANGE TO BE 1/4" MAX. SET IN BED OF FLANGE TO BE wl SET IN BED OF SHIM APPROVED SEALANT1/4" MAX. SET IN BED OF APPROVED SEALANT—� SHIM APPROVED SEALANT FLANGE TO BE FLANGE TO BE i COVERED WITH FLANGE TO BE COVERED WITH 1 1/4" MIN, APPROVED SEALANT COVERED WITH APPROVED SEALANT 7/16" MIN. EDGE DISTANCE 7 1 1/4" MAX. J SHIM #8 SMS OR SELF DRILLING SCREW INTERIOR #8 SMS OR SEF DRILLING SCREW 1/4" MAX. B C� i SHIM APPROVED SEALANT EMBEDMENT OPTIONAL IX BUCK BY v �, 11 OTHERS, 1X BUCK TO a° 1 1/4" MIN. I� ��� 7/16" MIN. BE PROPERLY SECURED. ° o ° EMBEDMENT SEE NOTE 3 SHEET 1 METAL 7/16" MIN. 2X BUCK/WOOD FRAMING EDGE DISTANCE STRUCTURE EDGE DISTANCE BY OTHERS, 2X BUCK TO BY OTHERS BE PROPERLY SECURED MASONRY/CONCRETE 2X BUCK/WOOD FLANGE INSTALLATION VERTICAL CROSS SECTION BY OTHERS 2 5/8" MIN. VERTICAL CROSS SECTION EDGE DIST. 2X BUCKANOOD FLANGE INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR VERTICAL CROSS SECTION HEAD AND SILL SHOWN, JAMBS SIMILAR MASONRY/CONCRETE FLANGE INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR SIGNED: 0212112018 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS DOORREETLC. R llLl0 /// MARKET \\."\ b GRATZ, PA 17030-0370 . ••�GENS .9�, IV tc SERIES 3500 HP, HPPW, HPSDLITES, HPSP, HPT, --!t• 0 51 *= 1255 HPPW PVC FIXED WINDOW NON —IMPACT T INSTALLATION DETAILS pDRAWN: DWG N0. O8 SOEE772 REV A /�{�RtO • ' At`lE���`\ SCALE DATE NTS 09/12/12 4 OF 4 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1632 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 62514 434-688-0609 rllomasOalrlomaspe.com NOFOL T-HE PROMICT S"X! ckFG:r I. DURUD MD MuNNATnED TO 2MR? MT - :TIE [31-1-DINO 2, MOD FRAMEG ANC UWARr DOM% TO OF EXIT&D AND NwHOPfu TO PPWFRLY TRANLk !EucyuL. ANID 1,V,DON')PLT,IiNC _, H_ TP-, ARCH-ECT OR FN'-,1',7FR 7F X ETC. 11 T WHOE SAV OR BUK TIVANESS s tF35 THAN "-�- MNMP jlI.S MUs RF THR�'.U'=H HE FRO T KV .I NU I-H MA"JFAPrUREIVS PUR16HED AN(`H,�RS BE, 'SP-INEY FARMED DREQ-0 Y P^ & SLILZS [ ATE n WHEW WWD BArVEW G '-!!V" W GRONFR. BUCK AM, BE SWUM FA,'-,'-FNF-F,' -(-, CONCRETE 04 OMFR SIRMFWA SMSMAT MM05 ITHS. MAI W m&TAID PRWTI MME V0 UU10 WWD OAK N AQUALAINE 'Hid 6. V;HERE 1x RI-Ci< IS NO USED EVANOR MATEF,1', BE AED '0-P APPF:o,-J.') CP MFMB',ANU. SaECTON OF COMING OR MEMNAT n TO FORIPABIX( 0� T Br,% _:HALL EXTEA, BEYOKD WINMO INTERNA FKE SO TWT FJLL FWVE SINNORT I, OF 8. U WW L=D BORING SHN. SHOO WHERF SOTE Ov Q6 car 0CMR& AMVUV AINAMA SHM STKK TO BF 1/0. WAS 11-11I_L E 1 I,i Hoy MqFAN S 5APABIT OF S 00 N V; XPI CQTI NO- LCCAID AHL', APPI-11-11 Ci "W' l CUP.A.Icn OCHS C"VE Q,--, FD,0'OD `,i,jC.TOR -,A-c I 71,-NS. 1K FUME M41TEAK: EURUDED PEE PY, NNi1;J: T. Bf P EIJ PPOTECTO OSnM IS RH,i, -- MR T & FAMOT N TOD RAN.F %MR pwwll�'. "'FRr'R N"', WOOD FMONG CR n MCK Lbn #6 VMWI &WFQFNT 1 FNMV 70 A"nT A 1 1PI MOWN FKMAMETIT wo mmumn !A XTAORS M SHOWN IN EGOTTIN7 KII ksmoxv AMR, DEI,c R ,, PP,1,EE RTALLPPC-lq :EIAILS T F.L .I:'(/C(),K, i "t IF L 3/1"'" llra,'fH IN'Q SMOKE *11H 2 Ip wMWN.EGGS HT &MmIX WN MEW STAUT"IT jQ #2 SM wR TF1 F DQUJNw SM45 W7H Q.. rnp LEUMH TO AWWE 3 -HREADS HrCND ',-,4U(JURE WEFi.,P. N', - AS 'z.HC2',,N IN "'ND IT Al� OMEN% A' BE 14 E`-IAL4 ON iALL -il- N MANMAIMM IASMUAWH INSWCOOS AND W.HMS SHIL NSI BE JAO Tia SWORATS *ITH SMYS-AS LAO &N ME VITMV SWAUH _,PE, MD BEM: Z, !"!'X;[) NINII'AUt"I )A-2 4 CONC47L MN!1,1-r,,1, I OF 3 02 PA. 0 M. SNAPP DK`NRMNGE 0 ASM C-91 U14I N, TYPE 1 (01 WEAVI), D. MEAL 5TRUCTME. STEn QW, 35(-,F,, 1,,'F P11',V !,,1,iNIWUV Sao z 0 C) MD �0 -n LL OF C3N E -S III .......... . . . ................... . 1 . ... ...... SIGNED: 0915TV15 M11 `vNINDOWS AND DOORS -, 6bO WEST MARKET SIREEF , * * 4,LQ! E IV& - I GRATZ, PA 17030-0370 o 6 SFRIES 3240/3540 FILANGE FVC SINGLE HUNGjr, STEEL RIDWORCED WINDOW NONAMVCT W47V NOES STAiilia z: UH OB-c I NTS Iw.- 05/23/11 1 7-,' E- I OF 5 i b..... .I Ftl.. I � I 1 i L qN I tN i!I" x. T .AlME i i i; Y , '6MAX._._.. ............. .............. i t 1 SERIES 324013540 FLANGE PVC SINGLE HUNG WINDOW _ ......... .......... ....-. __...... ...._....... ......... EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +35.0 PSF NONE —50.0 PSF .,. EWE ARE'viSED Id E;^: -EST P7 /03. 19 P.. NUMBER OF ANCHOR LOCATIONS REQUIRED Frame Fmme Width(in) Height 18.00 24,00 30.00 36.00 (in) - Head lamb Head Jamb Head Jamb He6d Jamb 24.00 2 2 2 2 2 2 2 2 30.00 2 2 2 2 2 2 2 2 36.00 2 2 2 2 2 2 2 2 42.00 2 3 2 3 2 3 2 3 4&00 2 3 2 3 2 3 2 3 54.00 2 3 2 3 2 3 2 2 3 2 3 2 3 2 60.00 2 3 2 3 2 371.00 dlb0.00 2 3 2 3 2 4 2 74,002 3 2 3 2 4 Z SIGNED: 0911512015 Mll fi,S 650NE4r°YST hA MARKET ST E GRATZ, FA 17030-03 iG`�`� �``'`\S{Rtlll.C/0 •��GENSF S'cP'�. SERIES 3240/3540 FLANGE PVC SINGLE HUNG ��r• �i(0�$��OF*,Q�� STEEL REINFORCED WINDOW NON —IMPACT 36"'x74" `� (�(1rELEVATION �TAX! ,..:,�t•N':�: T.IH _'.YG Nv. O° 01?S NTS - 05/23I11 CF 5 ""R 2X B(Y , ps I I - SEP,LANT EXTERIOR I p R I I �-E.'l,ANT llif"OL) [:PAIMINO 2.X ?Lji E,V P,; 1/2" EF)i7E D[STI','11-4�— VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 A I S E D �E;ll 1,,E%li -.rlr"-, 1/111i 14 R. � N ED 'Tl INTERIOR DUCK AP P .'E D EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0911512015 M650 I INIWESNDOWMARKET S AND DREEFOORS \s R 1 LoF SI IPA , GRATZ, 17()30-10371—, f*: EE 6/!1 SERIES 3240 / /3540 FLANGE PVC SINGLE HUNG Si REINFORCED WINDOW NON —IMPACT 36".74" TEEL '0% =-a I INSTALLATION DETAILS ��-;o;41. , �OF TAT tj zz 0 0 R V0 TJH 08-01252 05/231/1 1 jslce'3 OF 5 a Loll,,. _Ps - APPR')VED SEA... A NT %11ET2 5,,:PJCIUf; ,,., ERIOR T') B . '-'FT IS;T('.0 _-`'Ii�Pdlr;D-iESr;-E 1 /4 F,.Av. SHI?A •r,G'_ VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SHIM :L R F I NF OR rr,,ir ' t1 INTERIOR r a I1�I SELF--- L l EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0911512015 Ml WINDOWS AND OOR 0\�1111111// 650 WES[ MA KETSTR ET �La ENSF GRATZ, PA 1 7030-0370 ti �,�-��� .cP * 0 61 SERIES 324Cf3S4u FLANGE PVC SINGLE HUNG-� STEEL P.EINFORCED WINDJ'N NON—INIPA.CT 36"x'4"r� INSTALLATION DETAILS �r"��(• `c�OR1©4.' ��`��� F•E•: TJH OF 01252 3 ��i/ss`/()NAIL f//tlill[1ttN�N c.i.e NTS ;-.`c 35/23,%11 4 OF 5 2, M: =C E C. :. I E r r:r I is=%l1 J?5. .... ... ..___._ - .. ... _.... r1 r,: r -- SE r,T rl � >F/ ;... r �� _ I ,fir•; - � L dF F C'L`sENI EXTERIOR < R F.IPIFi"i F..E";Ei�J T INTERIOR i' < 'F E I� � !L 'I LL I b v i J L P LL ..i j T z J ,, rl C, rl r 1 t MAX, -- BY O Th _, a VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION rzr;:da;iore>, 3 'v6EL' NST. _IAT:ON CEI AILS 9",1 `r _ F_ INTERIOR EXTERIOR 0'• ED JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0911512015 °fly NDRKET �DOORS IREEI���Rlr�l0 �'INDOIN�SA CF;A Z, PA 17030-03 0 `�ti •GENy .9iP"-- SERIES 3240j3540 FLANGE PVC SINGLE HUNG =k0,6y�6i 4= STEEL REINFORCED WINDOW NON —IMPACT 3o"x74" r�4�r INSTALLATION DETAIL ' STAT OF .& ORt'DP�`j`�� TJH 08 01252 B Ss�ONAL1�G`�\ 'LE NTS 05, 23/11 5 OF 5 4 RECORD COPY TRIN" ERD EVALUATION REPORT EIITERIOR RESEARCH & DESIGN, LtC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNiT 1113 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 interwrap, Inc. Evaluation Report 140510.02.12-R3 32923 Mission Way DpIricable FL15216-R3 Mission, 8C V2V-6E4 Canada (an Date of issuance: 02/17/2012 (S53) 574-2939 Revision 3: 10/10/2017 SCOPE:This Evaluation Report is issued under Rule 61G20-rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG; labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONnNUEo COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product. change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityEERO requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AOvERTISEMENT; The Evaluation Report number preceded by the words "TrinityIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done In its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: *01lttfri,,,,+ — 00 'd�C:.ska-S41b6 ��i: •cr�a, Robert J.M. Nleminen, P.E. •.o,,�.. ''' -`�l i •`' '+CNAL Florida Registration No. 59166, Florida DCA ANE1983 t '� tpi The facsimite seal ap pearing ppearing was authorized by Robert Nleminen, P.E. on 10/10/2017. This does notserve as an electronically signed document. CERMICATiON OF INDEPENOENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest In any company manufacturing or distributing products it evaluates. 2. Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity IERO nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �J TRINITY'.ERD ROOFING COMPONENT EVALUATION: 1. scope: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, inc., has demonstrated compliance with the following sections of the a Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.1.1, T1507.1.1 1507.1.1 3. REFERENCES: Entity ITS (TST1S09) ITS (TST1509) ITS (TST1509) PRI(TST5878) ITS (QUA1673) 4. PRODUCT DESCRIPTION: Properties Standard Unrolling, Breaking Strength, Pliability ASTM D226 Tear Strength ASTM D1970 Examination Reference Physical Properties 10053939SCOQ-006 Physical Properties 100539395COQ 002 Physical Properties 100539395COQ-006 ASTM 01970; Tear strength OCF-330-02-02 Quality Control Service Confirmation Year 2009 2015 Date 10/27/2011 10/27/2011 03/14/2014 10/03/2017 09/30/2017 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available In 424nch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1(Exception). S. LtMimnoNs: 5.1 5.2 5.3 5.4 5.5 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Meta! & Shingles Simulated Slate RhfnoRoaf U20 Ye *. ,t U s i' Ye"s 44 No 5.6 Exposure Limkations: RhinaRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design,LLC. Evaluation Report 140510.02.12-R3 Cert fate of Authorization #9503 5n' EDITION (2017) F8c NowHvNz EVALUATION FL15216-R3 RhinaRaof Underlayments Revision 3.10/10/2027 Page I of 3 ` =. TPJN11Y ERD 6. INSTALLATION: 6.1 RhinoRoof Underiayments shall be installed in accordance with Interwrap, Inc- published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3 RhinoRoof U20: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or It underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-Inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. if this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full-wldth sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673; (608) 836-4400 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R3 Certificate of Authorization #9503 6EDITION (21W) FRC NON-HVHZ EVALUATION FL1521&R3 RhinoRoof Undertayments Revision 3:10/10/2017 Page 3 of 3 RECORD COPY NEMO f etc. Certificate of Authorization f1324ss 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertalnTeed Corporation 'U1 0/4, 20 Moores Road Evaluation Report 12610.09.08-R38 Malvern, PA 19355 Sgi%cO r FL11288-R17 (610) 651-5847 Date of issuance: 09/03/2009 Revision 18: 02/24/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING:' Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOI etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO)etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report' shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sitd at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE19,93 rUgtrirn!,,, -- The facsimile seal appearing was authorized by Robert Nieminen. P.E. on 01/24/2018. This does not serve as an ec ca CERTIFICATION OF INDEPENDENCE: ron y signed document. 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. NEW ETC, LLC Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial inter�.st In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert (Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, )s/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: ONEMOJetc. 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: CertainTeed Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated Compliance with the following sections of the 6ei Edition (2017) Florida Building Code through testing in accordance with the fallowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prong Standard 1504.3.1 Year Wind Uplift FM 4474 1507.2.3 / 1S07.1.1 Physical Properties ASTM D226 20201111 1507.2.3 / 1507.1.1 Physical Properties ASTM 04869 2009 1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016 16 1507.3.3 Physical properties FRSA/TRl April 2012 (04-12) 2012 1S07.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1 1S07.10.2 Physical Properties ASTM 04601 20 1507.11.2 Physical Properties ASTM D6163 2012 1507.11.2 Physical Properties ASTM 06164 2008 1507.11.2 Physical Properties ASTM 06222 2011 11 TAS I30 Accelerated Weathering ASTM 04798 2011 3. REFERENCES: Entit Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 /lfi/2008 0OS ERD (TST6049) Physical Properties C8440.04.08 /16/2008 ERD (TST6049) Physical Properties C9560.05.08 4/28/2008 ERD (F5F6049) Physical Properties C10080.09.08-R1 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 /0/200 ERD (TST6049) Physical Properties 3530.12.05-1-R0629 1 06/0/200 ERD (TST6049) Wind Uplift C8370.08.08-Ri 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-R2 10/05/2009 ERD (TST6049) Physical Properties C30890.03.10-1 01/12/2010 10 ERD (TST6049) Physical Properties C3500.04.10 03/17/2010 ERD (TST6049) Physical Properties C31840.05.10 04/07 2010 ERD (TST6049) ph / Physical Properties C31860.05.10 OS/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C35460.05.11 /ib/2011 ERD (TST6049) Physical Properties C34940.09.11-R1 0606 ERD (TST6049) Accelerated Weathering C40840SC 10//1604/201 /2011 ERD (TST5049) Physical Properties C400S0.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift (TSC39670.08.12 08/20J2012 ERD i6049) Physical Properties C31430.10.10-Ri 11/02/2012 ERD (TST6049) Physical Properties C45240.01.14-1 2014 15/ ERD (TST6049) Physical Properties C32930.01.11-R2 0101/15/ ERD (TST6049) Physical Properties C45240.01.14-2 01/202014 /2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 ERD (TST6049) FRSA/TRI April 2012, THe Slippage CTR-SC11415.11.16 11/28/2016 MTI (TST 2508) Physical Properties 0X08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX1486A-001 02/27/2006 MTI (TST 2508) Physical Properties TX14868-002 03/13/2006 MTI (TST 2508) Physical Properties TX3486F-006 03/23/2006 MTI (TST 2S08) Physical Properties TX1486E-W5 03/13/2006 PRI(TSTS878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TSTS878) Physical Properties CTC-075-02-01 02/15/2011 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01 (x3) 05/10/2013 PRI (TSTS878) Physical Properties CTC-189-02-01 11/18/2013 NElNO ETC, LLC. Evaluation Report 11610.09.08.R18 Cert(Jfmte of AuthoriraUnn #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-R17 CertainTeed Roof Underlayments, (610) 651-5947 Revision 18: 01/24/2018 Page 2of10 ONEM010tr. FntitwExamination Reference Date PRI (TST5878) Physical Properties CPC-327-02-01 O6/28/2017 Ul, LLC (C1UA96251 quality Control Service Confirmation Exp. 03/09/20M 4. PRODUcr DESCRIPTION: 4.1 Self -Adhering Underiavm_ents- 4.1.1 WinterGuard' HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment; meets ASTM D1970. 4.1.2 WinterGuard'" Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment; meets ASTM D1970. 4.1.3 WinterGuardTM Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment; meets. ASTM D1970. 4.1.4 MetaLayment'"is a self -adhering, film -surfaced, waterproofing underlayment; meets ASTM D1970. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment; meets ASTM D3970. 4.1.6 Flintlastic SA Ply8ase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D1970. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, 58S modified roof underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D6163, Type I, Grade S. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine-minerai surfaced, SBS modified roof underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D6163, Type I, Grade S. 4.1.9 Flintlastic SA Cap FR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment; meets ASTM D6163, Type 1, Grade G. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment; meets ASTM D1970, ASTM D6164, Type I, Grade G and FRSA/TRI April 2012. 4.2 Torch Applied Underlayments• 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment; meets ASTM D6222, Type I, Grade G. 4.3 Asphalt Avalied Underlayments• 4.3.1 Flintlastic GMS Is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment; meets ASTM D6164, Type I, Grade G. 4.4 Mechanically Attached Underlayments• 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment for use as a mechanically attached base -layer in multi -ply underlayment systems; meets ASTM D4601, Type 11. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment; meets ASTM 06757. NEMO ETC, LLC. Evaluation Report 11610.09.08-Ri8 CerWICOre Of Aurhortiotfon #32455 671 EDITION (Z017) FBC NON-HVHZ EVALUATION FC11288-R17 CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018 Page 3 of 10 5. LIMITATIONS: ONEMO I etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically far that purpose. 5.2 This Evaluation Report is not for use in F13C HVHZ jurisdictions. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 CertainTeed Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction (AHJ) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: 5.5.1 TABLE 1: ROOF COVEROPTIONS Undedayment Asphalt Nall -On am-On 7TIle Mortar- Wood Shingles Tile Setr Metal Shakes & Slate Roofers' Select Yes No No No No Shingles No WinterGuard HT Yes No No No Yes Yes No Yes WinterGuard Sand or Granular Yes No No No No Yes Yes Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap Yes Yes Yes Yes No Yes See S.S.1 Yes Flintlastic SA Cap FR No No No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes Yes Yes No Yes Yes See S.S.1 Flintlastic GMS No Yes y� No Yes Yes See 5.5.2 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations. Adhesive I Florida Product Anarovai Underiayntents Dow TileBondTM' FL22525 I Flintlastic SA Cap or Flintlastic GMS ICP Adhesives Polysee AH-160 i FL6332 TFlintlastic SA Cap, Flintlastic GTA or Flintlastic GMS ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMo ETC, LLC n Evaluation Report 11610.09.o8-Rla CerW-te ofAuthwhouoo #31455 6 EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-R17 CertainTeed Roof Underlayments;1610) 651-S847 Revision 18. 01/24/2018 Page 4 of 10 ONEMOletc. 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ➢ New or existing plywood ➢ FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: ➢ New or existing plywood; ➢ FlintPrime, FlintPrime SA or ASTM 041 primed new or existing plywood; ➢ FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS in hot asphalt to: Y FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: ➢ FlintPrime or ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Sheet or Adhered Base Ply: ➢ WinterGuard HT, WinterGuard Sand, WinterGuard Granular or Metal-ayment self -adhered to: ASTM D226, Type I or It felt. ➢ Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintiastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or II felt. ➢ Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA Ply8ase or Flintlastic SA MidPly. D Flintlastic GMS in hot asphalt to: ASTM D226, Type I or II felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. ➢ Flintlastic GTA torch -applied to: ASTM D226, Type i or II felt, ASTM D4601, Type 11 base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA, 5.6.3 Wind Resistance for Underlayment Svstems in foam -On Tile AoDlications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRl April 2012 (04- 12) and are used in foam -on or mortar -set the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS, applied in hot asphalt. #2 Maximum Desipn Pressure = -S55 nsf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: (Optional) Flintlastic SA Ply8ase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. MEMO ETC, LLC Evaluatlon Report 11610.09.08-RSS CeIUjP—Of Aethodrotlon#3MS 6'" EDITION (2M7) FBC NON-HVHZ EVALUATION FL11288-R17 CertalnTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018 Page 5 of 10 #3 Maximum Design Pressure = -105 0 psf: ONEMOletc. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime, FlintPrime SA or ASTM 041 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic 5A Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #4 Maximum Design Pressure = -127 5 osf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FIIntPrlme SA or ASTM D41 Joints: Min. 4-Inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #5 Maximum Design Pressure = -37 5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type II felt or Flintlastic SA NallBase Fasteners: 12 ga., IX -Inch long galvanized ring shank nails through 32 ga.,15/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-Inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #6 Maximum Design Pressure = -45 0 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Rexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-Inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #7 Maximum Design Pressure = -52 5 psf: Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-Inch o.c. at the 2-Inch wide side laps and 12-inch O.C. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #8 Maximum Design Pressure = -52 5 psi: Deck: M€n.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NallBase Fasteners: Min.14nch long, 12 ga. Simplex Metal Cap Nails Spacing: 6-inch o.c. at the min. 2-Inch laps and 6-Inch o.c. at four (4) equally spaced, staggered rows In the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Rintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #9 Maximum Design Pressure = -60 0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH1. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1Y.-Inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 84nch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. MEMO ETC, LLC. Evaluation Report 1161oA9.o8-R38 C&IHficate ofAurhodmUon 9324SS 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-R17 CertalnTeed Roof Underlayments; (6101 651-5847 Revision 18: 01/24/2018 Page 6 of 10 #10 Maximum Design Pressure = •67 5 Dsf: ONEMO I etc. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet; Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS, applied in hot asphalt. #11 Maximum Design Pressure =-75 0 Dsf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH). Base Sheet: Flintlastic SA NallBase Fasteners: 12 ga., IX -inch long galvanized ring shank nails through 32 ga., 1 S/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows In the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. #12 Maximum Design Pressure— -90 0 osf: Deck; Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20, All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #14 Maximum Design Pressure = -105 0 usf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Fleziglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-Inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. #15 Maximum Design Pressure = -105 0 nsf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flint►antic SA NallBase Fasteners: 12 ga., IX -inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 4-inch o.c. at the min. 2-Inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows In the field of the sheet Base. Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 5.6.3.1 All other direct -deck, adhered CertainTeed Underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. 5.6.3.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. in this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRi WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. MEMO ETC, tic. Evaluation Report 11610.09.084Ri8 Cert!/lcate ojAuthcrUoi%" #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-R17 CertalnTeed Roof Undedayments, (610) 651-5847 Revision 18. 01/24/2018 Page 7 of 10 M 5.8 Exposure Limitations: ONEMOletc. Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6, Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA or Flintlastic GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set file atop Flintlastic SA Cap, GTA or GMS, in which case the maximum exposure Is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. Tile Slippage Limitations (Der FRSA/TRI AnAl 2012 I04 1211 When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. Underlayment Tile Profile Staging Method Maximum Slope Flintlastic GMS E��All Max. SO -tile stack Flintlastic GTA 4:12 All Max. 10-tile stack 612 Flintlastic SA Cap Flat Max. 6-tile stack (4 over 2) 6:12 Lugged Max. 6-t1le stack (4 over 2) 5:12 6. INSTALLATION: 6.1 CertalnTeed Roof Underlayments shall be installed in accordance with CertainTeed published installation requirements subject to the Limitations set forth in Section S herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and primed the substrate (if applicable). 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid - layer in multi -ply underlayment systems beneath Flintiastic SA Cap or Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA or Flintlastic GMS. 6.3.3 install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. NEMO ETC, I.I.C. rn Evaluation Report 11610.09.08-R16 CertykoteofAUVWkation932455 6 EDITION (2017) FSC NON-HVHZ EVALUATION FL11288-R17 CertalnTeed Roof Underlayments; (6101651-5847 Revision 18: 01/24/2018 Page 8 of 10 ONEmoletc. 6.4.1 Shall be installed In compliance with current CertainTeed published installation requirements and FBC 1507 for the type of prepared roof covering to be installed. 6.4.2 Non -Tile Appljg ions• Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FIIntBond SOS Modified Bitumen Adhesive, trowel grade, on the 6-Inch end laps and T-seam detailing. Consult CertalnTeed instructions regarding back -nailing requirements. 6.4.3 Tile Applications 1F11nt1asflcSA Can only): Reference is made to FRSA/TRI April 2022 (04-12) Installation Manual and Table 1 herein. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04.12), Table 1. For adhesive -set tile applications, refer to Section 5.6.3 herein. 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in the applications, Flintlastic GTA is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems (Base Sheet Limited per 5.6.2) 6.S.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-Inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.S.3 Consult CertainTeed instructions regarding back -nailing requirements. 6.6.1 Flintlastic GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in the applications, Flintlastic GMS is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the '"two Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 6.6.2 Flintlastic GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-Inch beyond the lap edge. 6.6.3 Consult CertainTeed instructions regarding back -nailing requirements. NEW ETC, «C. EVaiUatian Report 11610.09.08-R18 certljlcare ajAutharLraHort #32ess a EDITION (2017) FBC NON-HVHZ EVALUATION F1.11288-R17 CertainTeed Roof Underiayments; (610) 6S1-5847 Revision 18: 01/zQzo18 Page 9 of 10 CITY OF OcT �01� PERMIT APPLICATION BUILDING DIVISION Application No: Documented Construction Value: $ d Job Address: 3 O C., L( s �i i ..� j Historic District: Yes ❑ No Parcel ID: Residential R Commercial ❑ Type of Work: New ❑ Addition 3 Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: O�-LA G n Clr� Plan Review Contact Person: Title: Phone: Fax: Email: T 1`I Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name �`1` /� G�/t^ ' Phone: `/ l' 61� 76 Street: be c I o m Fax: P142V1 C- City, State Zip: Q'& L -ea^ 5 e State License No.: / 36 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date / Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name ,om nrta, �n,ets;,�ID. S' a`ol 'f Yary-State of 4TE BLAND Date z M' `�° = Notary Public - State of Florida N9. .oQ, Commission # GG 060623 ,;� -,,,,; My Comm. Expires Jan 16, 2018 . Comet ,wn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑ Construction Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: CITY OF Q 2018 PERMIT APPLICATION . . . . . .a..,. SANFO ., BUILDING DIVISION Application NoA Is— t!5310 W Documented Construction Value: $�� Job Address: Historic Distr'ct: Yes ❑ No Rf Parcel ID: Residential Commercial ❑ Type of Work: New ❑ Addition Description of Work: Plan Review Contact Person: Phone: Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Fax: Email: Title: Property Owner Information Name Phone: Street: �—� O �i �t�/ ��. �� v ! Resident of property? City, State Zip: Contractor Informations n Name���6`i n Phone: Street: \_Crn`� �0�`�`�� I %y t v City, State Zip:a L) , n Fax: State License No.:� Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE 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: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value _ will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Prctor/Agent's N Il Q \ V Signature of Notary -State of Florida Date Signature N of FloridaANNETTE Bl ;20� •�c: s Notary Public State o Florida • = Commission # GG 060623 My Comm. Expires Jan 16, 201B Owner/Agent is Personally Known to Me or Contract s y own to -Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 4 Revision Response to Comments ❑ NOV 2 0 2018 Permit # / 9 1 Project Address: `�-3 00 Contact: U'��� 00� Ph: Email: �/2 32 (3 Trades encompassed in revision: 16' Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention Submittal Date Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ee V/s ROUTING INFORMATION Approvals ❑ Building 124 tR 2"x4" RAFTER TAIL EXTENSTIONS FASTENED WITH (2) ROWS 12d NAILS 16) 12" O.C. STAGGERED EA, RAFTER METAL DRIP CAP :::�j ALUMINUM CLAD 1 2"x6" FASCIA VENTED ALUMINUM SOFFIT- 2 SIMPSON 143 (TYP.)- C C n © DOOR/WINDOW- OA DEN o � L J z W `VOQ 8 PRECAST GONG. SILL 8"x8"xl6" CMU FILLED 4 REINFORCED W/(U k5 STEEL BAR WHERE INDICATED FINISHED GRADE 0z SEE FOUNDATION PLAN FOR FOOTING SIZE 4 REINFORCEMENT "2 SYP 2"xl2" RAFTERS Q 24" O,C, 0 1/2" CDX OR OSB SHEATHING 30" LAP MIN. -- MODIFIED ASPHALT GRANULE SURFACED ROLL ROOFING R-30 INSULATION OR PER ENERGY CALC, 1/2" GYPSUM CEILING "02 SYP 2"xb" CEILING JOISTS 1® 24" O,C, P.T. 2"x8 PLATE FASTENED WITH 1 ROW 1/2"x6" BENT ANCHOR BOLTS a 48" O,C. Green Residence 2306 Lisa Court West FILLED CMU BOND BEAM REINFORCED Sanford, FL 32771 WITH 0) 05 STEEL BAR CONT, Additions & Alterations have been designed PRECAST LINTEL FILLED 4 REINFORCED to comply with the Florida Building Code AS REQUIRED (SEE LINTEL SCHEDULE) 6th edtition (2017) and ASCE 7-10. The Design Parameters are as follows: SILL 1/2" GYPSUM R-4,3 FOIL INSULATION OR PER ENERGY CALC. P.T. I11x2" FURRING a 16" O.C. NEW CONC. SLAB (SEE FOUNDATION PLAN) 5111iC111C111Ci11�111�li/�III�III�III�IIR B TYPICAL WALL SECTION (AS -BUILT) SCALE 1/2" - 1'-0" 3 Wit 140mph Vasd 101imph Risk Category it E)posure C GCpi +f- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable atdm with limited storage 20 AD other areas 40 Roof Live Load (psf) 20 Components & Cladding +26.61-35.5 I t I �1� Not Valid Without a Raised Seal and Signed in Blue Ink t Bryan A Molyet P.E. Molyet Engineering LLC 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 Certificate of Authority #32041 tl 0 d n 0 �d