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HomeMy WebLinkAboutREVISIONS - BUILDING PERMITu--j OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: 7704 Citrus Park Blvd, Fort Pierce FL PERMIT # 1907-0205 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDUVG & CODE 0 REGULATION AVENUE DIVISION SCANNELi FORT PIERCE, FL 34982.5652 BY (772) 462.1553 St. Lucie �'i011ntt APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: Change Product approval for windows and doors CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1515114 BUSINESS NAME: Sunrise city Cr1Do Inc. QUALIFIERS NAME: Roderick wader ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-201-2850 OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: ADDRESS: CITY: PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. #: 34947 FAX: 772-907-0420 VAA: FAX: ZIP: ZIP: All ' BaSHome L gin I User Registration I Hot Topl6 Submit Surcharge Sutsa Facu I Publications I FBCSMff BaSSRe Map Links I sesrh —I IFl nda SCANNED r y�r Product Approval BY 1vT 111N1 � USER: Public User ez PuSt. Lucie Con* Produd Aoorowl Menu > Produa or Aoolication Search > Application list > Application Detail FL # FL22513-RS Application Type _ Affirmation Code Version 2017 Application Status Approved Comments Ln Archived E Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com rr11 f r:� Authorized Signature Steve Schreiber sschreiber@masonite.com _ Technical Representative F' LSE c Address/Phone/Email REVIEWED FO Quality Assurance Representative CODE COIVIPLIA E Address/Phone/Email S'T. LUCIE COU Category Exterior Doors Subcategory Swinging Exterior Door AsJ5.Qs�C C Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By +� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity rJ Yes 0 No C N/A Product Approval Method Method 1 Option A Date Submitted 11/21/2017 Date Validated 11/21/2017 Date Pending FBC Approval Date Approved 11/26/2017 Summary of -Products FIL # Model, Number or Name Description 22513.1 HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use - Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC N1013747.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22513 R3 II FL0212.odf Building Code, Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 5140DB.Ddf Door.top rills stamped "HPC". See DWG-MA-FL0212 for Created by Independent Third Party: Yes details. 22513.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22513 Rl C CAC N1013747.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 If FL0215.odf .Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. When Impact Evaluation Reports resistance is required, hurricane protective system not F1,22513 Ri AE 514009.odf required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 - Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use ; Certification Agency Certificate Approved for use In HVHZ: Yes FL22513 RI C CAC NI013747.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-SD Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 RS II F1.0215.0cif Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-D" x 8'-0" max nominal size. When Impact Evaluation Reports resistance Is required, hurricane protective system not FL22513 R1 AE 514007.odf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 RS C CAC N1013747.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.odf Building Code, Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Impact Evaluation Reports resistance Is required, hurricane protective system not FL22513 R1 AE 514007.odf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door 8'-0" 3/4-Cite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.06.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 111 11 FL0217.0df Building Code, including.ine High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Verified By: National Accreditation & Management. Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 22513.6 I Wood -edge Steel Side -Hinged Door 6'-B" Opaque I/S or O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use In locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When impact resistance Is required, hurricane protective system not required. See DWG-MA-FL0211 for details. Certification Agency Certificate FL22513 111 C CAC N1013747.odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 Rl If FL0211.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R1 AE 514010.odf Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door 16'-8" Opaque VS or O/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressurerequirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance Is required, hurricane protective system is required. See DWG-MA-FL0214 for details. Certification Agency Certificate FL22513 RI C CAC N1013747.odf Quality Assurance Contract Expiration Date O6/30/2021 Installation Instructions FL22513 RI If FL021l.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 111 AE 514008.odf Created by Independent Third Party: Yes 6'-B" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or W/o Sidelites Certification Agency Certificate FL22513 RS C CAC N1013747.03.odf Quality Assurance Contract Expiration Date O6/30/2021 Installation Instructions FLZ2513 RI II FL0214.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R1 AE 514008.odf Created by Independent Third Party: Yes sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: e5D-487-1824 The State of Flodda is an AVEEO employer. Copyright 2007-2013 State of Flodda.:: Pdvacv Statement:: Acressibillty Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response W a publicrecords request, do not send electronic mail to Nis entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2D12, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick hem Product Approval Accepts: ®®RRM -0 a securitynlrrR¢s n� MASONITE.DO oc WOOD -EDGE STEEL DOOR UNIT O 6'-8' DOUBLE DOOR WITH / WITHOUT SIDELITES c F �O GENERAL NOTES O Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE LZ V REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM 2 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U) 2. HURRICANE PROTECTIVE SYSTEM PHUTTERS K NOT REONRED ON p OPAQUE PANELS, BUT IS REOUI D ON G SIDEUTES. '- ' ;"HEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, %CLUDING THE HIGH VELOCITY HURRICANE ZONE (1&), URRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE -.'ANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT CLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM 04. $ 5. PLASTICS TESTING: Lj Do 0 TEST DESCRIPTION DESIGNATION LITE FRAME a m • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC MEMOD 1 00 DO IFIE DOOR UNIT W/SIDEIR S a AddNdsbNAM CBNRAm NE. IJ DaT ❑ ❑ ❑ ❑ ❑ ❑ 130 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z u, 00 00 00 00 00 00 00 D0 SINGLE DOOR LINT DOUBLE DOOR UNIT SINDIE DOOR MAI SINGLE CI DOOR UN gNGL DOOR UNIT WISIDELTES DO IB DOOR MIT W/ ID LITES O WITH SIOELRE WITH BIDET rtE � ac52617 Dc I N.T.S. or,¢ IN: SANS Ci B KURT flP.E. oeAnxo Ha: FLORIDA565 P.E. DWG-MA-FL0211-17 /SB533 s�Efi 1 a'� SELF ICNIRON TEMP ASIM D1929 B42 'i > B50 'F RATE OF BUBNINC /STAI 0635 1.28 IN MIN SYOKE DENSITY ASTY D28/3 70.2R 7ENSIlE SIRENCTN• ASIM D83B 19R DIET TABLE OF CONTENTS SXEEf III DESCRIPTION T TYPIGL ELEVATIONS GENERAL NOTES ANCHO LNG L CA O S k D AI ANCHORING LOCATIONS k DETAILS u9• MAXYa. owulL FwwE Inond 21' MAX 36.375' MAX. D.L.O. PANEL WIDTH I.. 37.5' MAX. W/ASTRAGAL � FRAME WIDTH W b a DESIGN PRESSURE RARNC WH E WA REQUIRED TO INFlL RA ION PERFORMANCE IS BE 15R OF DESIGN PRESSURE CONFlG M4% WI H INSWING OUTSWING INSWING BUM ER 0 2-SERIES 0 S IGH DAM 0 S % 37.5 +7D.0 -]0.0 +70.0 0 N A +20.0 -20.0 + 0.0 -30.0 450.0 -50.0 %% 74 +55.0 -55.0 +55.0 -S .0 N A +20. - 0.0 +30.0 -30.0 +50.0 -5D.0 OX or %O ]5 +55.0 -5 .0 N A +20. -20.0 +30.0 -30.0 +50. -SD,D 0%0 1 2. + .0 +55.0 -55.0 N A +2 .0 -2 .0 + D.0 -30.0 + O.D -50.0 %% 149 + .0 - 5.0 +55.0 -55.0 N/A +2 .0 -20.0 +30.0 -30.0 +50.0 -5D.0 6' SEE DETAIL 6' J 3 SE. SEE DETAIL •C• I I I I r 6' 6• 6• -I� 3 I I I T- e - B AO A - B w ¢ 9 E 6' I 6' r �II 3• 1s1 11 L3• x s 3, ! -I r �• 6' SEE DETAIL I ,F, #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" 0 #10 x 2-1/2#10 x 1"" #10 x 1" #10 x 5/8" DETAIL "C" ` DETAIL "D" 1 O.962'I 1.375• 1 T T INSWING THRESHOLD BUMPER O/S THRESHOLD 1 1 1.462' 1.75• I1.047• T T Z—SERIES O/5 THRESHOLD HIGH DAM 0/S THRESHOLD r e -� 1— 3.1 3' 6• a SEE •D' W 0 a fj8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. HOT HOT MELT u b 6' ZE DETNL C• 6• -n QTH TRAGAL RETAINER BOLT HOLE ST BE DRILLED THROUGH E THRESHOLD & INTO THE RUCTURE DEEP ENOUGH R A 1.375" THROW DETAIL "F" ASTRAGAL ✓ ?S x 1-1/3' PHS 1/Y SITE FA'DBIOB -i�t—'"� ltQMR TYPICA a71NG DETAI NON —IMPACT GLASS WhMmroNAA9 Cetifcalbow I ol? NdemI ...,. N.T.S. I SEE DETAIL "C° SHT. 2 b O a SEE DEfI Y 'D" SHT. W s a n b 3- I I G 6.3 I r h ci ATTACHMENT DETAIL 1.25' > ,. • � 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN_0M.q2X5' SIGNED AND SEALED BY ROBERTO LOAAS, PE SHIM (FLORIDAL#62514) WITH THE LOWEST (LEAST) cL�— FASTENER RATING FROM THE DIFFERENT FASTENERS: BEING CONSIDERED FOR USE. JAMB, HEAD, AND ,THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE -- #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. •TAPCON EDGE DISTANCE 'MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF„1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 6 Y c V.J I 1- 31 I I I I I S.6' I I I T_' a Zo I II II II II I 0 a V. I E I I I I E I I 3.1 3.6 f e� _'I-Jil-tllj'3- -1 I' 6' 8� HARDWARE SCHEDULE 1. SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 1KWIKSET SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1°X1 " CORRUGATED g10X2" WOOD SCREW 3. OM EACH END 6' FROM E9C11 END AND 7' OC AND 12 OC I �TYE�IXACAULK CAD RYLIC �IIFJ1 IIITnIF1I CAULKO W CL I COMNTON WOODOMNATON WOOD MULBLI OANI (BOXED) CMULLION I(BOX D) (3�JI 3CR2 1 ' EACH END oe INTEGRAL WOOD MULLION (CHS) 1b.V.rdunbNMO C•ufNat6nNo�or97�7 R•iWred6y Dare�i� W. or 11/02019 r Florida Building Code Online ¢ e a♦ ♦ a ► ► r' g r g 30S Home wgin user Reglstrau,m Hot Topits Submit Surcharge I Stats a Facts I PobliaUcm dbplr a SCANNED F ) Product Approval pv USER: Public User O I si'h'R St: Lucie Count, Product Agpmval Menu > Product or Application Search > Application List> Application Decal] FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14911-R11 Revision 2017 Approved arTi t �osm NodE j`�. q�tprt' aelpolata(otA cEtyxci'oagi�. I Contact i t � s ' 1 IPf�d Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Jon Berrian jonberrian@slbp.com QU ]on Berdan One Silverline Drive F LEq�tCo North Brunswick, NJ 08902 (732)435-1000 REVIEWED jonberrian@slbp.com CODE COMPLIA E ST. LUCIE COUNTY OUNT BOCC Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Associatlon-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. [I Validation Checklist - Hardcopy Received Certificate of Independence FU4911 RI COI COI Silveriin S 2017-06-14 pflf Referenced. Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:dwww.floddabuilding.org/prlpr app_dfl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6Fk8dHGUp/o2f4khcg%3d%3d 113 11/5/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2018 Date Validated 10/14/2018 Date Pending FBC Approval 10/08/2018 Date Approved 10/18/2018 Summary of Products FL # Model, Number or Name Description 14911.1 V1 Series/50 Series (2000) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No EL14911 RIS 11 SWD017 SS 2018-10-11.12df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 Rll AE PER5140 SS 2017-10-20.p}1f Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.2 ' VI Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 RIS II SWD018 SS 2018-10-11.pd Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. Florida P.E. 73778 Impact Resistant: No. Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 Rl I AE PER5141 SS 2017-10-20.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 VI Series/50 Series (2200/2300) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R11 II SWD019 SS 2018-10-11.pf( Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R11 AE PER5142 SS 2017-10-20.R,dj Report for allowable design pressures, sizes, Installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 V1 Series/70 Series (2127) Single -Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14911 R11 11 SWD049 SS 2018-10-11.12df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 RI I AE PER5485 SS 2018-02-14.pdf Report for allowable design pressures, sizes, Installation Created by Independent Third Party: Yes requirements and limits of use. 14911.5 V3 Series/70 Series (2127) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 RII II SWD050 SS 2018-10-11.12df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. Florida P.E. 73778 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 RIS AE PFR5486 SS 2018-04-19.pf( Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.6 VI Series/70 Series (2907/4907) Single -Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R11 11 SWD053 SS 2018-10-11.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. Florida P.E. 73778 https:lh w .floddabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6Fk8dHGU%2f4khcg%3d%3d 2/3 11/512019 f Florida Building Code Online Impact Resistant: No _ Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 RI I AE PER5884 SS 2018-08-17.= Report for allowable design pressures, sizes, Installation Created by Independent Third Party: Yes requirements and limits of use. Back Next Contact Us :: 2601 Rlair Stone Road, Tallahassee f432399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 state of Florida.:: Privacy Statement :: Arcassibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you d0 not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emall5 provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Ure Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dirk jtglq-. Product Approval Accepts: ®®- M .e e 'I securit}<nler)cics https:ltwvvw.floddabuilding.org/prlpr app dti.aspx?param=wGEVXQwtDquZRj69%2fDrx21btdSCx8gXOAG%2bvoMHV6FkBdHGU%2f4khcg%3d%3d 3/3 SILVER LINE BUILDING PRODUCTS CORP. V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) (IMPACT RATED)(HVHZ) GENERALNOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZAG:ND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWIN • TAS 201.94 • TAS 202 94 • TAS 203�94 • ASTM E33002 • ASTM EI686-0S • ASTM E1996-06/09/12 • AAMA(WDMA/CSA 101/1.S.2/A440-0B 2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETF/AMSONRY, U FRAMING, AND METALFRHMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO WE FOUNDATION IS WE RESPONSIBILITY OF WE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. ])LANDM BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SITLUCTU RE. BUCK DESIGN AND INSTALLATION IS WE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARMITELTSHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PER OR AW. S. APPROWDIMPACTPRWEC E5Y5TEMMNOTREQUIRM ON THIS PRODUCTIN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOWFRAMEMATERIAL:PVC T. IN ACCORDANCE YAWTHE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATWETREATED OR SHALL BE OFA DUNABLESPECIESAS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 13OO GLASSMARTS, SEESHEET 1 FOR GAZNG DETMS. MAYOVERALLSIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 52" T3' O/K .55/-60 PSF LANI/SMI TABLEOFCOMWS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES &GLAZING DETAIL 2 - ELEVATION & ANCHOR LAYOUTS 3 - VERTICALSECTIONS 4 - HORIZOWALSECTIONS S HORIZONTAL & VERTICAL SECTIONS, INSTALLATIDN NOTES& REINFORCEMEW DETAILS STEELSPACER 1/8' OR 3/32" SETTINN BLOCK P IVn i F j & GLAZING DETAIL 1 43/64" O.A. I.G. LAMINATED GLASS CONSISTINGOF: 1/8- ANNEALED GLASS 7/32' STEELSPACER 3/32-ANNEALED GLASS 0.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32"ANNEALED GLASS INTERIOR L MIN. GLASS BITE T/16" DOW 995 SEALANT S LAZING CONFIGURATIONS SHALL COMPLY WITH Y GLALNG REQUIREMENTS OUTLINEDNT FBC AND ASTM E 1300 GLASS LOAD ANCE. Silver Line ByARdei3AE1 IX1F5¢VFNPIFDXM NONMBNIIl6WM1f.X10950 !N� zN `a 0. -3 _3 a�az� 0 F� ez o - t7 cR of sz >m m j O a S A OF %A�.o O LOP.•' wu ; S C' O O L� AYxo6,ULa�aM.Lii� numN Ne nTle . zeB I. B/�LI�IS N... . FIOL R]IW IIV IfliL o MIBOBGlO111. 300]I FL4: FL14911 DATE: 01.23.18 owGHR EH "Y. SCALE: NTS DwG.4: SWD050 SHEET: OF 5 MAY. O.A FRAME HEIGHT73' MAY. OA FRAME rWIDTH 52' —"1 ELEVATION SINGLEHUNG WINDOW 3' MAK FROM CORNERS 6" MA O.C. 3- MAX. FROM CORNERS T- 6' MAX 6.25' MAK O.C. FROM CORNERS NOTE: ALTASTENERSABOVE THE MEETING RAILIN THE INFERIOR JAMB .O. TRACK MUST BE FIAT HEAD L 22.50"MAX. O.CT .Y. 6.25' MAY. FROM CORNERS L ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW .1 x ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW Silver Line MAndFni l m, z� ri-0 o cyp o� C3 m 13M`'�1M nrt "� Vs��lnt 3E �L� Aq /ail i Siq � FL p: FL14911 DATE: m.�a.�u SCALE DWG. N: d d x u x EXTERIOR f d J d SEEGLAZING DETAIL, SHEET 1 INTERIOR SEEGIAMNG DETAIL, SHEET 1 A VERTICAL SECTION 3 NAIL FIN SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET S T VERTICAL SECTION 3 THRU FRAME Silver Line 4Andrnfi5 LU OYE RVEPtdFOPNF XBPMBfN16WXP. X1®SW U l7� z,�t 3g Zn 05^;A a3 E opmppR�� ©m'r�laq �m6klnFWnPne:� me wr. s Xuoom�ml X. mre FL R: FL14911 DATE: n1_➢3.1R STALE: DWG.p: N H SEMON FOR INTERIOR HORIZONTAL SECTION 4 OGVERSASH T HORIZONTAL SECTION 4 LOWER SASH SECTION FOR SFANT FORCE WCERS Silverbne' MAEWeTieri AYE SENERME NNE Mo. .IWW "... =x YeTF S A OF : 7 IDPi� xv6Unr°ti�Di " o°o mo:a oc°1 A ONIVIM. M1 SIAI °11 E6( D1f4 VYNWIIM F 81V FL R: FL14911 DATE: 01.23.18 DWG. BA CNN. BY: HR HFN SCALE: NTS nwG.R: SWD050 SHEET: 4 MIN. SUBSTRATE EDGE DISTANCE /-BY OTHERS MIN. EMBEDMENT PERIMETER SEALANT SHIM SPACE EXTERIOR IB INTERIOR A VERTICAL SECTION 6 THROUGH FRAME(HEAO) INTERIOR o EXTERIOR f EXTERIOR 1/4" MAX. SHIMSPACE /1 INTERIOR Y -Frr7/7 BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. IDGE DISTANCE PERIMETER SEALANT BY OTHERS EXTERIOR MIN. EMBEDMENT g HORIZONTAL SECTION 6 THROUGH FRAME (JAMB) --- --D.B3° O.TT" INTERIOR r LOCK RAIL TOP ALUMINUM O +� ALUMINU MIN. EDGE DISTANCE p HORIZONTAL SECTION VERTICAL SECTION IL 6 NAFIN VAMB) 6 MEET NGSTILE INSTALLATIONNOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED LS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF ME MAXIMUMSQEUSTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLENANCE OF IV2INCH THE DEPICTED LOCATION IS SPACING IN ME ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TOME NEXT. 0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAKMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS. SHIMIS) SHALLRE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAYBE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ANESTILL MET WITHIN THE CORRESPONDING HOSTSUBSTRATE. SEE GENERAL NOTE 43 ON SHEET 1 FOR MORE INFORMATION. G. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATON ANCHORSANDASSOCIATED HARDWARE MUST BE MADE OF CORROSION RFSISTAMMATEPIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BWCKOR EDGE OF MORTAR JOINT INTO FACE SHELLOF BLOCK 9. INSTALLATION U MOM SHALL BE INSTALLED IN ACCORDANCE WDH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTTONS,ANDANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. ID FOR INSTAU.ATION ANCHORSABOVETHE MEETING RAIL INTHE INTERIOR)AMB TRACK, USE FLAT HEAD ANCHORS MIN. EMBEDMENT BYOTHENS 02 a zt, SHIM SPACE EXTERIOR INTERIOR C HORIZONTAL SECTION 6 NAIL FIN (HEAD) REINFORCEMENT DETAILS �JIII r0.87" LI �O 0.13" FI717 I^ OAV 0.06. 0.87° 0.49" LOCK MEETING RAIL 3 BOTTOM LIFT RAIL & SASH ALUMINUM ALUMINUM YiGKQSO. .0. 6VBS.E NIc.. SCMEVVLE Mw EMBEDMENT NMP'EIX'E DdTMIBE v,COEe WN SO-m M D Is alr HNYMFw 611tafJD5E01 METw 166 Sff L bTFK SGl�W PENEIMIIONBEYCND OSP MDL I�,•]N(N METH. no RW.w Is azr ERTERexcHuwPi xoo¢Mx.SG.P35 NI EUTIiJDw IDE Lr Da5• W KKAcH.WNEL mopmH m JTMFAIISW EIE WRCHWHEI PDETR1 BE MALTHROUGHFl DbT MEIwT4n' e{ oIN T@ITMiEAOSMN 'T = PEN 1I KBEYOND61Vl6"TP a K Lw .HEM SflvI*A L Kae ONEE4YFPIP'E BRNE xomxRwxswiGcwmoz w zlsrzzs o iK Ema SIg s3 8'' mF� OS��yl oZ_w > X ¢ W \a i Q a * * 4SA Q. o""�Q�: R�PF„2-�b 15Tif � Ruwo ArE. w: a B AW rADI a�.; wxx IR1M. It rert mlr. or xleaOATa w mn FLL: FL14911 DATE, 01.23.18 DWG. BY: EH HFN SCALE: NTS DwG.4: SWD050 SHEET: OF 5 FORM R405-2017 I / o n i FLORIDA ENERGY EFriCIENCY CODE FOR BUILDING CONSTRUCTION Florida -Department of Business and Professional Regulation - Residential Performance Method Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC. SI;HNNED Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, 34951 Permit Number. ' BY Owner. Jurisdiction: St. Lucie Couniv Design Location: FL, ST LUCIE CO INTL County: St Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1587.0 sqR) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Ext Insul, Exterior R=5.0 1427.00 fe b. Frame -Wood, Adjacent R-13.0 160.00 ft' 3. Number of units, if multiple family 1 a. WA R= ft, 4. Number of Bedrooms 3 d. WA _ R= ft2 5. Is this a worst case? No 10. Ceiling Types It 431.0 sqR) Insulation Area a. Under Attic (Vented) R=30.0 1431.00 ft' 6. Conditioned floor area above grade (ft2) 1431 b. N/A R= ft' Conditioned floor area below grade (M 0 0. WA R= ft' 11. Duds R W 7. Windaws(199.0 sqR) Description Area a. Sup: Attic, Ret Attic, AH: Main 6 324 a. U-Factor. Sgl, U=0.68 199.00 ft' SHGC: SHGC=0.45 b. U-Factor. WA ft' 12. Cooling systems _ kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER16.00 c. U-Factor. WA ft' SHGC: 13..Heating systems kBtulhr Efficiency d: U-Factor. WA ft' a. ElecMc Strip Heat 202 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 0.000 R Area Weighted Average SHGC: 0.450 14. Hot water systems e. Floor Types. (1431.0 sqR) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1431.00 ft' b. Conservation on features 0.940 - b. NIA 'R= ft' None G NIA R= ft' . 15. Credits Pstat Glass/FloorArea: 0.139 Total Proposed Modified Loads: 51.63 PASS Total Baseline Loads: 51.78 I hereby certify that the plans and specifications covered by Review of the. plans and . S1�STq� this calculation are in compliance with the Florida Energy Code.0 specifications covered by this 04 calculation indicates compliance the Florida Energy Code. PREPARED BY: with Before construction is completed " DATE:. °4@9/19 this building will be inspected for A compliance with Section 553.908 * o 1 hereby certify that this bull ' is ' compliance . Florida Statutes. lt, with the Florida Ende ergy f''Op ytrg OWNER/AGENT: BUILDING OFFICIAL: DATE: 1 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires.an Air Barrier and Insulation Inspection Checklist in accordance with R 1 t ar envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).LF /D1y_�0y7b°f ur REVIrr 14r. NOV - 2019 Perry fitting Dealtr�l:l` t 4/29/20194:50 PM EnergyGauge®USA Section R405.4.1 Compliant Software St, iUCie Cguryagetro,)A FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT_ PROJECT - - Title: Building Type: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment 7704 CITRUS PARK BLVD User 1 SUNRISE CITY, CHDO, INC. ST LUCIE COUNTY Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1431 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot# Bloch/Subdivision: PlatBcolc Street County.. City, State, Zip: Street Address 7704 CITRUS PARK BL St Lucie FT. PIERCE, FL, 34951 CLIMATE _ / V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer " Degree Days Moisture Range FL, ST LUCIE_CO_INTL FL VERO BEACH_MUNI 39 90 70 75 299 58 Medium BLOCKS Number Name Area Volume 1 Blo&1 1431 12000 SPACES Number Name Area Volume Kdohen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 1431 12000 Yes 4 3 1 Yes Yes Yes FLOORS # FloorType Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 172 it 0 1431 fP _ 0 0 1 ROOF _./ V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1550 fN 0 ft' Light 0.4 N 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC ' 1 Full attic Vented 300 1431 fit' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type ' 1 UnderAttic(Vented) Main 30 Batt 1431 fF 0.1 Wood 4/29/2019 4:50 PM EnergyGauge® USA Section R405A.1 Compliant Software Page 2 of 4 # 3 o nW 8 tO W V W N A W N # N -+ # 0 m Z N sQ a A A W W N N -+ ++ C p y 3 m m m m t� co 0 A G O O _ y O O O 0 - n N g 5 5 5 5 5 5 5 5 5" a a d = = = = = = = = = 0 0 0 0 W m W W (D W W co W a o m fa m a m is (a (0 0 0 0, o C m m m m N N N N IU N N ID N '0 n n OC W W W W Z W o m 01 { ry{ ry{ry N{10 ,-•� p O O Z In Zi O O O O O O O O O T� N n 9 Z0 Q Q D. r y a m D d m o 0 0 :P.N 0 0 :P.vAi 0 0 0 a 0= Q n N o m N o N N Q �. C07 Vl n 0 � m Z m � a 0 EF El. ' 3 z z z z z z z z z 0 _ m o. 2 o o 1p � O � V � O � �i o '�i O '�i '�i �i d N •...� amC ci d m d ? iW0 �• _ �: 'O a C � w 0 0 S• 0 > 0 > 0 > > o s' o _' O [] o o �! O 41 o 0 0 0 0 0 0 0 0� o >• �� z z z z z z z z z w m 0 0 0 0 0 0 0 0 o N �'• m o d 0 0 0 0 0 0 � iu w is w w m o 0 0 0 0 0 0 0 0 0 A D of FORM R405-2017 INPIIT-SUMMARY CHECKLIST REPORTv'- i COOLING SYSTEM V.# System Type Subtype Elficienry Capacity Air Flow SHR Block Ducts 1 Central UnlY Split SEER: 16 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC - - Collector Storage Cert # Company Name .System Model # Collector Model # Area Volume FEF None None ft' DUCTS - / —Supply —Return— Air CFM25 CFM25 HVAC# V # Location R-Value Area Locagon Area Leakage Type Handler TOT OUT ON RLF Heat Cool _ 1 Attic 6 324 ft' Attic 198 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programabl[e Ceiling Fans: ]Thermosta[[t��Y Cooling [X] Jan [X] Feb [ ] [)() Mar [ j L l Apr �(] May JMay un [ ] Jul [X] [ ] Aug [X [ Sep Oct Nov Dee Dec Venting' [[ ])Jan [[ 11 Feb [Xl Mar lXl .Jun [)Jul [)Aug [ Sep Oct X Nov Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1, 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 so PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 .78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 •68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 .68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Defau 8 lbs/sq.fL 0 ft' 0It 0.3 Main Name: Rating Compant: ��� ��� vw D. 4/29/2019 4:50 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE' LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply duds R 6.0 2. Single-family or multiple -family 2. Single-family b) Return duds R 6.0 c) AHU location AtticlAttic 3. No. of units (if multiple -family) 3. . 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 a) Split system SEER 16.0 5.-Is this a worst case? (yes/no) 5. No b) Single package SEER c) GroundAvater source SEERICOP 6. Conditioned floor area (sq. ft.) 6. 1431 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor.(weighted average) 7a. 0.680 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.450 14. Healing system: Capacity 20.2 c) Area 7c. 199.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-fador.(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE fl Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9o. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior. d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF_ 2. Masonry (Insulation R-value) 10A2. 5.0 0 Heat recovery unit HeatRec% B. Adjacent g) Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry (Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone coaling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be complet on installed code compliant features. Builder Signa re: Date: 11W� I Address of New Home: 7704 CITRUS PARK BLVD City/FLZip: FT. PIERCE. FL 34951 4/29/2019 4:50:39 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Buildin(--''ode, Energy Conservation, Edition (2017) 'Mandatory Requiremen )r Residential Performance, Prescriptive and ERI Methods ADDRESS: 7704 CITRUS PARK BLVD Permit Number. FT. PIERCE, FL, 34951 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory):rhe building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold abd- nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldibe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.12. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.11nstallation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's Instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and merified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones land 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSURESNETACC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or () or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but. not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402A.2 Fireplaces: New wood -burning fireplaces shall have fight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 chn per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDhWCSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/2912019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4A Rooms containing fuet-burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.12, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R402.4.5 Recessed lighting. Recessedluminaires installed in the building thermal envelope shall be sealed to limit air leakage - between conditioned and unconditioned spaces. All recessed luminaires shall be IG-rated and labeled as having an air leakage rate not more than 2.6 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS - ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.92 of the Commercial Provisions of this code and shall be shown to meet dud lightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNEMCC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. . ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. _ ❑ R403.3.3 Duct testing (Mandatory). Duds shall be pressure tested to determine air leakage by one of the following methods: 1_ Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test 2. Postoonstrudion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test Exceptions: 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. - Awritten report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as duds or plenums. ❑ R4D3.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55`F (13°C) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall pmvide shielding from solar radiation that can muse degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature In the piping in accordance with the times when heated water is used in the occupancy. 4/29/2019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREM TS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'17 (38`C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment Water -heating equipment installed in residential units shall meetthe minimum efficiencies of Table C4042 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.62.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of We south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable IndoorAir Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, cravdspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual Sbased on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, - based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (f split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMANATT) AIRFLOW RATE MAXIMUly (CFM) Range hoods Any, 2.8 cfm/watt Any In -line fan Any 2.8 cfmlwatt Any Bathroom, utility room 10 1.4 cfm/watt <90 - Bathroom, utility room 90 2.8 cf nANatt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4129/2019 4:50 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREME 'S - (Continued) ❑ R403.7.1.1 Cooling_ equipment capacity. - Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential_equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity.' ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacityshall not be more than 1.15 times greaterthan the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. , Residencesrequiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate.cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. , ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, orextemal to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall'be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. - Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and.waste-heat-recovery pool healing systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on orat ❑ the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from sda-recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/29/2019 4:50 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters. shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorype energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage fighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/29/2019 4:60 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSU'. "TION INSPECTION COMPONENT Cr ERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC. Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, 34951 Permit Number. x Owner. Jurisdiction: w Design Location: FL, ST_LUCIE_CO_INTL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air harder. not be used as a sealing material. Breaks orjoints in the air barrier shall be sealed. Ceiling/attic The air barrier.in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiring/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plateandthe top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope Insulation for framed walls shall be installed in substantial contact and continuous alignmentwith the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to Qnduding insulation. maintain permanent contact with the underside of above -garage subfloordecking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned soac is. Recessed righting Recessed light fixtures installed in the building thermal envelope _ Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring . _ and plumbing in. exterior walls, or insulation that an installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exteriorwall tubs shall separate them from the showers and tubs. be insulated. ElectdcaVphone box or The air barrier shall be installed behind electrical or communication extedorwalls boxes or air -sealed boxes shall be installed. - HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor ordrywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. I d "' Caulking or other adhesive sealants shall not be used to fill voids a. n a dibon, inspection of log walls shall be in accordance with the provisions of ICC-000. 4/29/2019 4:50 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelop-,' eakage Test Report (Btc�° ")r Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: I Permit #: Builder. SUNRISE CITY, CHDO, INC. Community: Lot: NA Address: 7704 CITRUS PARK BLVD City. FT. PIERCE. State: FL Zip: 34951 x 60 _ 12000 — CFM(50) Building Volume ACH(50) PASS When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department 6.500 Method for calculating building volume: O Retrieved from architectural plans • Code software calculated O Field measured and calculated R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSURESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7) Florida Statues.or individuals licensed as set forth in. Section 489.105(3)(t), (g), or (7 or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Extedorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, Intake, makeup air, back draft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, lt installed at the time of the test shall be fully open. Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester. Printed Name of Tester. License/Certification #: Date of Test: Issuing Authority: 4/29/2019 4:50:53 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software . Page 1 of 1 wrightsofr Load SI; ' t Form Entire h%_-se Job: Date: April 26, 2019 By - Project Information . For. 7704 CITRUS PARK BLVD 7704 CITRUS PARK BLVD, FT. PIERCE, FL 34951 Htg Clg Infiltration Outside dbCF) 43 91 Method Simplified Inside db ("F) 70 72 Construction quality Average Design TD CF) 27 19 Fireplaces 0 Daily. range - L Inside humidity.(°/e) 30 50 Moisture difference (grAb) 0 65 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heatinginput Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 5.9 kW 20160 Btuh 15 °F 1187 cfrrl 0.058 cfmBtuh 0 in H2O COOLING EQUIPMENT Make Trane Trade XB14 Cond 4TTB4036E1 Coil 'AM7AOC36H31 AHRI ref 4385320 Efficiency 13.0 EER, 16 SEER Sensible cooling 24920 Btuh Latent cooling 10680 Btuh Total cooling 35600 Btuh Actual air flow 1187 cfm Air flow factor 0.052 cfrnBtuh Static pressure 0 in H2O Load sensible heat ratio - 0.68 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MASTER BED 216 3282 4289 192 225 MASTER CLOSETS B7 852 708 50 37 MASTER BATH 85 1102 942 64 49 UTILITY 56 774 1258 45 66 KITCHEN 122 122 1703 7 89 DINING 74 1769 1239 103 65 LIVING 244 2001 2706 117 142 FOYER 100 2048 1673 120 88 BED 3 195 3982 3763 232 197 BATH 57 589 560 34 29 BED 2 200 3756 3696 219 194 1nA a s HALL 48 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Apr-29 MOZ06 W lohtSCft RlghtSutte® Universal281212.1.e5 RSU02818 Page 1 AC+Cr�... eaMUawnlD=MentSjVMghtwft WACX7704 CRRUS PARK BLVD.mp Calc-MJ8 Front Doorfaas: Entire House Other equip loads Equip. @ 0.95 RSM Latent cooling TOTALS 1484 20325 226' 1187 0 . u 21621 10712 1484 20325 32333 1187 1187 1187 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghtsoft• I RlghtSuHe® Universal 201212.1.05 RSU02818 2019-Apr-2916.02.06 Page 2 �+� ..sersUasonlDowmertlsSWnghtsofl HVAC17704 CrrRUS PARK BLVD.iup Celc= NUB Front Door faces: -- WrightsoitR Project mmary Entire H, oe Job: Date: April 26, 2019 By: For. 7704 CITRUS PARK BLVD 7704 CITRUS PARK BLVD, FT. PIERCE, FL 34951 Notes: Weather. Vero Beach Municipal AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 43 OF Outside db 91 OF Inside db 70 OF Inside db 72 OF Design TD 27 OF Design TD 19 OF Daily range L Relative humidity 50 % Moisture difference 65. grub Heating Summary Structure 17435 Btuh Ducts 2890 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20325 Btuh Method Construction quality Fireplaces Infiltration Simplified Average 0 Heating Cooling Area (ft2) 1484 1484 Volume (ft3) 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature_ rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 5.9 kW 20160 Btuh 15 OF 1187 cfm 0.058 bfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 18376 Btuh Ducts 4264 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 . Equipment sensible load 21621 Btuh Latent Cooling Equipment Load Sizing Structure 9329 Btuh Ducts 1383 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 10712 Btuh Equipment total load 32333 Btuh Req. total capacity at 0.70 SHR 2.6 ton Cooling Equipment Summary Make Trane Trade XB14 Cond 4TTB4036E1 Coil •AM7AOC36H31 AHRI ref 4385320 Efficiency 13.0 EER, 16 SEER Sensible cooling 24920 Btuh Latent cooling 10680 Btuh Total cooling 35600 Btuh Actual air flow 1187 cfm Air flow factor 0.052 cfmBtuh Static pressure. 0 in H2O Load sensible (teat ratio 0.68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Apr-2916D2:06 t wrrgllltsoft Right -Slide® Universal 201212.1.05 RSU02818 Paget ...sersllasaniDoawments\wnghtsoft HVACV704 CITRUS PARK BLVD.rup Calc=MJ8 Front Door faces: i OFFICE USE ONLY: DATE FILED: REVISION FEE: ,3 LOCATION/SITE ADDRESS: 7704 Citrus Park Blvd, Fort Pierce FL SCANNEI) PERMIT# 1907-0205 6V RECEIPT # I SG 11 q St. LUCIjetpi111ft PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1653 0 C T 31 2019 APPLICATION FOR BUILDING PERMIT REVISIO §T• Lucie County, Permitting PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: Change Roofing material from 5v Metal to Shingles d, V T" a¢ VA . CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1515114 ST. LUCIE CO CERT. #: BUSINESS NAME: Sunrise City CHDo Inc. QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce PHONE (DAYTIME): 772-201-2850 STATE: FL OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: ZIP: 34947 FAX: 772-907-0420 FAX: I SLCCC: 9123109 Revised 06130117 REVISION ZIP: ZIP: ' - SCANNED BY _. . BM Home j tpg 1. Uur RgihtreUon NR Topics } S.b.1tl11W0.pYlM LOLM n Wu. l FBC SIatf BC69@Map unlp Senrm d R a r i�?,, Product Approval bd"—' '� VrvEud Abnovel Menu > pmnuct or AnnWC u Seaah > Apgiretlon fist > Appllmdon Damn "'.FL#, FL12328-RB RECEIVED - - - - - Application Type - Revision Code.Verslon 2017 OCT 31 20i9 Application Status Approved ST. Lucie County, Permitting Comments Archived' rj Product Manufacturer TAMKO.Building-Products, Inc. Address/Phone/Email PO Box 1464 Joplin, MO 64802 (417) 624-6644 Ext 2305, kerrr_eden@tamko.com REVIEWED FOR Authorized Signature Kern Eden CODE COMPLIANCE kerri_eden®tamko.com ST. LUCIE COUNTY Address/ Bo BOCC.� hone/Re mailpresentative Address/Phone/Email PO PO Box 1404 14 Joplin; MO 64802 (417),624-6644 Exb2305 kerri_eden@tamko.rnm /� . 1 � I rY1 � p I Qualify-Assuranceto Representative Address/Phone/Email Mie Copy Category Roofing Subcategory Underlayments g6inpliance Method Evaluation Report 'from -a'Florida Registered Architect or a Licensed Florida Professional Engineer _ rl Evaluation Report— Hardcopy Received a1, i .Florida Engineer or Architect Name who developed Zachary R. Priest 'the�Evaluation Report -t Florida License PE-74021 ; Quality Assurance Entity UL LLC' , ti ti Quality Assurance Contract Expiration Date 01/07/2019 J Validated By Lucke Bowden P.E. 2 Validation Checklist it ve R :Certificate of Independence FL12328 R8 COI TBP14001 4 2017 FBC E al Report TAMKO. Undedavments final odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015-- ASTM,D226 2609 ASTM D4869 2016, ASTM D6380 2003 TAS 103' 19951 Erioialehce of Product Standards Certified By Sections from the,CDde Product Approval Method I method I Option D Date Submitted. 10105/2917 Date Validated 1011912017 Date Pending FBC Approval 10/20/2017 Date Approved I2/12/2017 Summary of Prnduota 'Model, Number or Name Description 12328"1 1 ASTM;Slite SUrfaCed Roll Roofing Roll roofing surfaced with.mineral.granuies Limits of Use :- Approved for use in thinh Yes Approved far use outside HVlJZ: Yes Impic[limislaint; NjA Design Pressure:.:NJA qLhenSee,evaluation,report for limits of use. Irustillariori Imsfinacti6in; FL123 Q��gkT 14001.4--2012 FBC Eval Redort TAMKO Underlaw '.� Verified By: Zachary ,R. Priest 74021 Created by Indepehd I entThird Party: Yes Evaluation Reprits, I -- - - EL12328 RE AE TBPI 4001 4.201Z EIF Eval Reacti: TAMKO MndffLumgnts�l f Created by Independent Third Party; Yes 12328.2 1 AsTivinle Underlayment Cashed arganicundedayment Limits ' of Use, APP irved for oceanHVHZ.- Yes, Approved for use outside HVHZ. Yes ' Impact Resistants- N/A Design Pressure: WA Other -See evaluation report for limits of use. installation Instructions FL12328 R8 JP1400.4 ZoIZ fEc Et Report TAmKo U0drr1ayMen!j'fjnaLodf Verified By:Zachary _ZachaR, Priest 74021 Created by Independent Third Party: Yes Evaluation Reports, �Fl-12 28 118-4E IRtI4001A 2617 FAC E111­R111rtTAMKO UnOMfayments-i'mal.odf Created by 1qleperiddrit-Third Party: Yes 123283 Master Smooth Asphalt-saturted arg-arilic:;uriderlay - ment, Limits of Use ,kiiii0ruved'Foruse in HVHZ: No Approved for us(e outsldeHVHZ; Yes Impaci,lkesistantu-N/A ,Design Pressure: N/A Otliqn-Siee,evaluation report forlimits of use. Installation InIATUCHMIS' FL12328 RS AT TSP14001,4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf, Verified By: Zachary lkPriest 74021 Created by Tridependent1blid'Riirty- Yes Evaluation Evaluation, Re "=: APM2001.4 2017 F6CEval Report TAMKO Uaderlayments Fjoal.nd Crwted,by InidependwiThird Party: Yes Moisture Guard A self -adhering Modified, - bitumen, underlaymen . t. ad' Yes pprov foruse in "Ailpirbved for use ailtsidei HVHZ: Yes, jM)$,aCt* -.`NjA >t Design P tb. N/A F =e3luatidri report for limits of Ir ? InstallatibmInstructions- EL12328 R8 IFTBP14001.4 2017 FBC Eval RpgEI 2TAMKO Undgrjgyrrents final.pdF Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports; EL12328 R8 8F TBPL4001,4 2017 FBC Eval Recort TAMYO L)ndgrlayments final7Ddf Create#y Independent Third Party: Yes 12328.5 No. 15ASTM Asphalt saturatedtcrtanic felt Limits of Use Apipia4adfor use in HVHZ, Yes Approved for use outside-HVHZ:,Yes Impactitesistant: N/A N/A Other: Seeavraldatio6 report for limits of use. Instalialidan Instructions !F1.12326'R8 ]I TfIP14001.4 M7 FBC Eval Re6oijtAlVik Underlayments finaLod Verified 18y:'Zach6ry R. Priest 74021 Created by lndiependent Third Party:'Yes Evaluation Reports EL12328 R8 AE TBP140014 2017 FBC Eval Revort T&MKO Ujidadaymentsfinat.rid Created by Independent Third Party: Yes 12328.6 Nd.-15 UL Asphalt sat I �4bqd organic felt Limits of , Use: 'Approved for use in HVHZ- Yes Approved for use outside HVHZ: Yes Imitallation1instructions EL12328 R8-ii-TBP14001-4-2017FBCEqatRnMTAMKO Underlayments final,ndf- Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. .Verified By: Zachary. R. Priest.74021 Created by Independent Third'Party: Yes Evaluation Reports Lima R8 AE T13PI4001 4 2017 FBC Evaf Report TAMKO Underlavments final odf Created by. Independent Third Party: Yes 12328.7 No: 30 ASTM _ Asphalt saturated organic felt Limits of Use . Approved for use In HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant:. N/A Design Pressure: N/A Other: See evaluation report for limits of:use. _ Installation Instructions FL12328 R8 II TBP14001 4 2017 FBC Eva] ReportTAMKO C)ndgdavmCntabDALOK - Verified By: Zachary R. Priest.74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP34001 4 2017 FBC Eval Report TAMKO 110dedayments'final pdf ^Created. by Independent Third Party. Yes 12328.8 No. 30PUL Asphalt saturated organic felt Limits of Use Installation Instructions - Apprcved for use in HVHZ: Yes Approved for use outside HVHZ: xei, Impact Resistant: N/A Design Pressure: N%A Other: See evaluation report for limits of use. - IFL12328 R8 11 T13P14001 4 2017 FBC val Report TAMKO Underlavments fital df' _. Verified By: Zachary R. Priest 74021 'Created by Independent Third Party: Yes Evaluation Reports - PL12328 RB AE TBP14001-4 2017 FBC F al Report 7AMK(i Underlavments final ndF - Created by Independent Third Party: Yes 12328.9 TAM -FELT Alternate to ASTM D 226, Type II imderlayment Limits of Use Approved for useinHVHZ: Yes Approved foruse outside'HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. installation Instructions FI 12328 R8 IT TBP14001 41 JOl7 FBC- Eva[ Report TAMKO. Underlavments final.0df Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FI 12328 R8 AP TBPT4001 4' n17 fhC Eval Report TAMKO Underlavments Final ndf _ Created by Independent Third Party: Yes. 12328:10 -llN Metal and Tile Underayment self -adhering modified bitumen underlayment Limits of Use Approved for use In HVHZ: Yes Approved for use outside.HVHZI Yes Installation Instructions FL12328 R8 U TBP14001 4 2017 FBC E al R do t TAMKO Underlavments final ndf - Impact Resistant•, N/A Design Pressure: N/A -.Other: See evaluation report for limitsof use. Verified By: Zachary R- Priest74021 Created by Independent Third Party::Yes Evaluation.Reports . EL12228 R8 AE TBP14001 4 2017 FBC E al R' TAMKO, Underlavments final: ndF Created by Independent Third Party: Yes 12328.11 'TW Underlayment self -adhering modified' bitumen underlayment Limits 'ofUse - Approved for use In HVHZ: Yes Approved for use Outside HVHZ: Yes Impact Resistantr N/A Design Pressum N/A Other- See evaluation report. for limits of use. Installation Instructions F11232R R8 11 TBP14001 4 2017 FBOEv AMKO , ❑nderlavments{inal.odf Verified By: Zachary R. Priest74021 `:Created by Independent Third Party: yes Evaluation Reports FL12328 R8 AE' TBP14001 4 2017 FBC Eyal' Report TAMKO Underlayments final.ad Created by Independent Third Party: Yes 9ach Nc�v C,n,d Us :: gkol B4jrst-' ,j3239 Manere50.da7-ta2a .The state of Florida h an A EO employer. C4ovd9ht2002-201a sU ai nmNa:: ppyac Statement::PO[tsslMtN Setement::'gef"dStaterent Produa Approval Aarpn: - Ce :ate ofAuthorization bur 29824 17520 Edinburgh Drive CREEK � Tampa, FL�33647 TECHNICAL, SERVICES, LLC (813) 4803421 EVALUATION REPORT FLowDA BUILDING CODE, a EDITION (2017) Manufacturer: 'Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O: Box 1464 Joplin, MO64802 (417) 624-6644 ' htto://www.tarnko.Wm ULLLG,(QUA9625) Category: Roofing Subcategory: UnderlaymeMs Code SoOlons: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO9iASTM Slate ASTM D 6380, Class M, Type 11 uriderlayment constructed from organic felt saturated Surfaced Roll Roofing iN th asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM The ASTM,D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with,granules TAMKO® Master ASTM.D 6380, ClassS, Type IV underlayment constructed from aworganic felt saturated Smooth vaith_asphalt then coated on both sides with asphalt and surfaced Wth'a fine mineral. For use in non-HVHZ only. TAMKOV Moisture. Self -adhered ASTM -D 1970, fiberglass reinforced, modified bitumen -sheet membrane .Guard®, wtha mineral.surNacing and a removable release film on the, adhesive, side -and -removable selvedge lrelease tape. TAMKOO No. 15:ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalf Saturated saturated with asphalt: Organic Felt TAMKO® No. 15 UL ASTM D 226, Type underlaymentoonstructed from a non,perforated:organic felt that is Asphalt Saturated saturated withasphalt Organic Felt TAMKO®'No. 30 ASTM ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is Asphalt:Saturated saturated with: asphalt Organic Felt TAMKOO No: 30 UL ASTM D 226, Type 11 underlayment constructed from"a non=perforated organic felt that is AsphattSaturated saturatedwith'asphatt Organic Felt TAMKO®TW Metal and Self -adhered,, flexible, ASTM "D 1970 and TAB 103, rubberized asphalt.sheet membrane Tile Underlayment withsa+polymer film on the surface and a removable release. film; on the: adhesive side. TAMKO®TW Underlayment Self -adhered, 'flexible, ASTM D 1970, rubberized asphalt sheet membrane with a polymer film on the surface and a removable release film onthe adhesive side. CREEKTAMKO. BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL'SERVICES, LLC TAMKO®TAM-FELT Alternate to ASTM,D 226, Type Iand Type II undedayment constructed from a non - perforated organic felt that is saturated with asphalt requirements Deck substrates shall be "clean, dry, and -free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and`corrected.prior to undedaymenfapplication. The roof deck shall be constructed of closely fitted plywood:sheathing for new or existing Construction. Plywood deck shall, be installed in accordance with'FBC:-regdirements..Roof decks shall have no more than 118" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The -minimum application teiliperature ofTAMKOO TW Metal and Tile Underlayment.and TAMKO®TW Underlayment shall be 407, b) The minimum application temperature of TAMKO®Moisture Guard® shall be WE The minimum roofslope;shall 'be in accordance with FBC requirements except as follows: a) The minimum"slope of TAMKOG ASTMSlate Surfaced Roll Roofing shall be 2:12. Undedayments Shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days: Exception: TAMK08 TW Metal and Tile Undedayment.may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ: All roof coverings shall be mechanically fastened through the underlaymentto the roof deck. Allowable'Roof'Coverings: Metal Roof Mineral Wood - Underle ment Asphalt Panels and Surfaced. Roll Shingles and Slate Clay and Shingles Shin le, Roofing Shakes Shln lea Concrete Tile TAMKOCPASTMSIate Y+ Surfaced Roll Roofing_ - N N -N N Y TAMKO®.ASTMTile _ UnCerlaymerit N N N N NY TAMKO® Master Smooth Y' N N IN N N TAMKOO Moisture Guard) Y' N N N N 'N TAMKOJ No. 15 ASTM - AsphaltSaturatedOrganic Y -Y Y Y' N N Felt TAMKOO No. 15 LIL Asphalt Y Saturated Organic Felt Y Y Y2' Y N• -TAMKO®.No-.30A8TM- Asphalt Saturated Organic Y 'Y Y Y Y 'Y Felt TAMKOO No. 30-UL Asphalt. 'Saturated Organic Felt Y Y Y N Y ,N TAMKO®.TW Metal and Tile Undedayment Y Y N N N Y TAMKO® TW,Underlayment Y Y N N N N TAMKO®TAM-FELT Y N N N N N ... ,r ..ym�.a�cY 9ypgmumu yes rour.ea.c '2) Wootl Shingles only assurance changes throughout the duration for which thW report is valid. y installation, recommended use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC UhniTAT1oNs TAMKO BUIIDING.PRODCUTS,,INC. TAMKO Underlaymehts 1) Fire Classificatiomis not within,fthe,'scope of this evaluation. 2). Wind uplift resistance. in not within scope of this evaluation. 3) Installation of. the evaluatedproduct shall comply with this report, the FBC,: and the manufacturer's published application instructions. Where discrepancies exist between these sources; the more restrictive and FBC compliant installation detail shall prevail. :4) Contact the manufacturer when installing attemperatures below theminimum application temperature. 5) Unless otherwise'stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall tie installed with ttia roll. length parallel to the ea4e, starting at the eave, and lapped in successive courses installed up'the deck in a manner. that effectively -sheds wat6f from the deck. End laps shall be'staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits,foreach underlayment. 10)- All products listed in. this report shall; be re manufactured under a.quality assurance progm�in.compliance with Rule R1r�9n-� .... REFERENCES PRI,ConsWction Materials,Technologies (TST6049) PRI.Construction Materials 'Technologies (TST6049) PRI Construction Materials:Technologies (TSTW49) PRLConstructionMaterials Technologies(TST6049) UL LLC (TST9628) Report No. Standard Year TAP-192-02-01 ASTM D 1970 2015a TAP-193-02-01 ASTM.D 1970' 2016a TAP-214-02-01 ASTM D4869 2016 TAP-215-02-01 ASTM D 226 2009 TAP-216-02-03 ASTMD.6380 2003(2013) TAP-217-02-01 REV ASTM D 8380 2003(2013) TAP-218-02-01 ASTM U226 2009 ' TAP=219-02.01 ASTM'D 226_ 2009 TAP-220-02-01 ASTM D-6380 2003(2013) TAP-222-02-01 ASTM D,4869 2016 TAP'245-02-01 TAS 103 1995 ASTM D 4798 2011 TAP-31V02-01 ASTM`D 1970 2015a TAP.319-02-01.1 ACC; 188 2012 TAP387-02-01 ASTM D1970 2015a, TAP-mLo2-oi ASTM D•197,0 2015a 13CA12269 ASTM D226' `2069 FL12328-R8 norimply warranty; iostallatieri, recommended use, or other product attributes CREED TECHNICAL SERVICES, LLC TAMKO. BUILDING PRODCUTS, ING, TAMKO Underlayments COMPLIANCE STATEMENT The products: evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017),as evidenced in the referenced documents, submitted by the named manufacturer. ttptttrpr4 %�PPY R. p `�G�� G EN, S No 74021 • T -9 STATE OF 0. 1 F 40RIV N-- S S16NA� � ��%� 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration.No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services; LLC does not have, norwill it acquire, a financial interest in any company manufacturing or distributing products underlhis evaluation. - CREEK Technical'Services, LLC is not owned, operated, or controlled by any company manufacturing or distribubog products under this evaluation. Zachary R. PrieA P.E. does not have, nor wo acquire;.a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest P.E. does not have; nor will acquire; a financial interest in any other entity Involved in the approval "=ess of the preduCL END OF REPORT TechnicafServices, LLD of any product changes o� quality assurance.changes.throughout -the .duration.for which this report is VI This evaluation report does not express nor imply warranty, installation;recommended use, or-otherproductattributes that are specifically -addressed herein. Florida Building Code Online Page I of 2 b(ANNE® BY . -. •. 6 s St. Lucie Coun$v L ,.., yu a -r*-?'. ,i tA: d 6"- acts Home LW In User Regh On Nat Topic sInnItspNurye SUM&Pods Pal nrida ■ �S Approval oval � Uerq� - $aeud Aoomval MDnu> Pmdatt ar AOGI1gHon Sear<D> Ave'raUon Urt> APpliratlm Detail FL FL38355-R4 ,Application Type Revision "code version 2017 Application Status 'Approved Comments Archived product Manufacturer, Address/Phone/Email 0 TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerd_eden@tamko.com OCT 31 299 ST. Lucie County, Permitting Authorized Signature E Kerr) Eden. REVIEWED FOR kern) den@tamkoxom Technical Representative Kerrl Eden CODE COMPLIANCE Address,Phone/Email Joplin, MO 044802 ST. LUCIE COUNTY (417)624-6644 Ext BOCC kerri_eden@tamko.dom Quality Assurance Representative, Address/Phone/Email Category Roofing File Copy Subcategory Asphalt Shingles JW Compliance Method EvaluationReport from a Florida Registered. Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect'. Namewho developed the Evaluation Report - Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/201 { validated By Locke Bow 111i Certificate of Independence Referenced Standard and Year (of Standard) Equivalence oRProduct Standards Certified' By Sections from the Code Standard ASTM D3161 ASTM D 3462 ASTMD D 71S8 TAS 100 Year 2016 2010 2011 1995 Approved Testing Lab FL18355 R4 ggulv UL letter for Standards for FBC 2017 odf hops://www.floridabuilding.org/pr/pr_app_dU.aspx?paraJn=WGEVXQwtDquvosrHazGXQ:.. 1 /3 /2018 Florida Building Code Oe' Page 2 of 2 Product APProval Method Date Submitted Date Validated Date. Pending FBC Approval Date. Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL* Mudelr Number or Name Description _ f18355:f Glass -Seal, Elite. Glass -Seal, ASTM D 3462 asphalt shingles and. hip and ridge shingles Heritage,. Heritage Premium, .Heritage Woodgate, Heritage Vlntage,.Hip and Ridge, and Vintage Hip and Ridge Shingles 'Limits of Use Approvedfor use in HVHZ: Yes Installation Instructions F118355 R4 IT TBP15001 4 2017 FBC Eval Reoort Shinales finalxdf. ' Verified By: Zachary R. Pries[ OE Created by.Independent Third'Party: Yes Evaluation Reports' F118355 R4 AE TBP15001 4 2017 FBC Eval Repaft Approved for use outside HVHZ: Yes impact Resistanh N/A. Design Pressure: WA OthemSee evaluationreport for limits of use. Shingles final.ndF Created byIndependent Third Party: Yes sail neo L u:: WI 'r � Peas T Ilan M9 P e' 00n 7-182s lbe State of 0.,4. B an AP/Eeo employer. C&sy iebt 2007-20; Stale Of M10, % Payacv Statement ;:�A�alb'I'ty Statement:: Refund SEKemen[. M,sluQAppkoral A�cCejPtx S2GU[li}?t ETHICS' i '1 3; fi '. h 'J .Any la F: https;//www floridabuilding.org/prlpr app dU.aspx?param=wGEVXQwtDquvosrHazGXQ .. 1/3/2018 TECHNICAL SERVICES, LLC Certificate ofAuthorizption No. 29824 17520'Edinburgh Dr Tampa, FL33647 (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, a EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4'n Street Joplin, MO 64801 ,(417)-624-6644, Manufacturing: Plants:. Joplin, MO Phillipsburg, KS Frederick; MD Dallas, TX Tuscaloosa; AL Quality" Assulance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 15072.7:1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES UL LLC (TST9628) UL LLC"(TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC{TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (17ST9628) UL LLC (TST9628) UL LLC (TST9628) CREEKTechnicatServlces LLC (ANE11669) of any product enanges or This evaluation report was n soecificaily addressed herein. Issued September-25, 201T Report No. Standard Year TAP-043-02-01 TAS'100 1995 TAP-051-02-01 TAS 100 '1995 TAP-654-02-01 TAS 100 .1995 TAP414-02-01 TAS 100 1995, TAP-117-02-01 TAS 100 '1995, TAP-130-02-01 TAS 100 1995; TAP-131-02-01 TAS 100 1995 'TAP-165-02-01 TAS 100 '1995. TAP-280-02-01 TAS 100 1995 TAP-303-02-01 TAS 100 1995. TAP-307-02-01 TAS 100 1995 TAP-314-02-01 Rev 2 TAS 100 1995 TAP-315-02-01 ASTM.D 6381: 2008(2013)et TAPR317-02-01 TAS 100 1995 02NK9507 ASTM .D3161 2016 04NK24366 ASTM D3462 2010A, 05NK28006 ASTMD 6381 2008(2013)et UL 2390 ASTM D 7158 2011' 06NK03898 ASTM03161 2016 ASTM D 3462 2010A 08CA59132 ASTM D.3161 2016 09NK07895 ASTM D3161 2016 ASTMD 3462. 2010A 10CA50498 ASTM D 3462 2010A -16CA64882 ASTM D 3161 2016. 11NK14014 ASTM D3161 :2016. ASTM D3462' 2010A 12CA24551 ASTM D 3161 2016- 4786110543 ASTM D 6381, 2008(2013)et 4787043752 ASTM D 3161, 2016 4787148748 ASTMD 7158 2011 ASTMD 3161- 2016 ASTM D 3462 2010A TBP15001.3 Calculations 2617 use, or are not M,�Qgg'CREEK TECHNICAL SERVIGEs, LLC PRODUCT DESCRIPTION TAMKO BUILDING PRODUCTS Asphalt shingles Elite GlassSeal® 12-1/4" x 36`, ASTM D 3161, Class F,and ASTM D 7158, Class -H self-sealing, 3-tab (Frederick, Joplin & asphaltshingle with:, fiberglass, mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4":x 36.", ASTM D 3161, Class.F and ASTM'.D-715B, Class,H self-sealing, 3-tab (Frederick& asphalt shinglewith fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462: GlassSeal 12-1/4"';z 36"; ASTM D 7158, Class H self-sealing,.3-tab-asphalt shingle -with fiberglass (Joplin). mat coated on both sides with asphalt and surfaced with.. ceramic granules complying - with ASTM'. D3462. Shingles shall be used in the non-HVHZonly. Heritage®' 13-1/4- x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass . . (6ali4s„Frrederick. reinforced, laminated architectural asphalt shingle surfaced, with mineral .granules a, Joptin,. hillipsburg;& complying with ASTM D 3462, `-7uscaroosa) Heritage® Premium 13-IM x 393/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass. (Dallas, Frgdarick reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12' x 36% ASTM D- 3161, Class F and. ASTM D 7158,. Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules"complying with ASTM D3462 Heritage® Vintage® -17-.1kr x 40'. ASTM D3161, Class F and ASTM D.7158, Class'H fiberglas'dreinforced, (Phillipsburg), laminated architectural asphalt shingle surfaced with mineral granules complying with - ASTM D 3462. Heritage(Woodgate 13-1/47,-x 39-318", ASTM D 3161. Class F and ASTM D 7158, Class: H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt 'shingle surfaced withmineral granules complying with ASTM D346Z Heritage® Woodgate 12' x+36-3iW. ASTM D 3161, Class F fiberglass, reinforced, laminated'architectural (Frederick) asphalt shingle.' surfaced with mineral granules complying .with ASTM D 3462:. Shingles shall beused in the non-HVHZonly. Hip and Rldge Shingles 1271/4' x 12'. ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick .& Joplin) shingle,surfaced with mineral granules complying with ASTM 63462. Virtage® Hip and'Ridge 12" x 12% ASTM D 3161, Class F fiberglass reinforced, hip and ndge.asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. 2 of 11 Lion report does not express nor addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Ehte'GlassSeal® BasicWiind Speed (Vut): (Frederick Joplin'& BasicWind Speed (Vase): Deck ( Z) GlassSeal (Frederick, Joplin (Non- HVHZ) B Tuscaloosa) Deck (Non-HVHZ):. Underlayment: Min. slope: Installation (HVHZ)'. Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS AsphaltShingles Max. 194 mph Max: 150_mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood.plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 im plywood or wood plank for new construction; Min..7116 in. OSB.existing coristnietion. Inaccardance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to themanufactures application instructions when installing shingles at slopes,_greater than 21:12: Installed with-5-1/8 inch exposure in accordance with-RAS 115 and manufacturer's published installation'instructions. Shingles -shall be attached, using T Nail Pattern' detailed below. - Installed with 5-1/8-inch exposure in'accordancewith FBC requirements', and manufacturer's published installation instructions. Shingles shall be attached using either °4 Nail Pattem' or °6 Nail Pattern" detailed below. Y. Figure I. Elite GlassSeal;BGlassSeal 4 Nail Pattern (Non-HVHZ-only) Figure 2. Elite Glass -Sea] &Glass -Seal 6 Nail Pattern FL1 or quality assurance changes throughout the duration for which this report is valid. y warranty, installation, recommended use, or other product attributes That are not ? ° CREED., Y TECHNICAL SERVICES, LLC TAMKO.BUILDING PRODUGTS AsphaltShingles. ' Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage9i Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) & .Heritage® Woodgate {Dallas & Frederick) Basic Wind Speed (V,m): Basic Wind Speed (Vase): Deck (HVHZ): Deck (Non-HVHZ):. Undedayment Min. slope: Installation (HVHZ): Installation (NomHVHZ):. Max. 194. mph Max. 150 mph In. accordance with: FBC_ requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordancewith FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7f16 in. OSB existing -construction. In accordance with' FBC; requirements, 212 and in accordance with FBC requirements. :Refer, to. the manufacturer's application instructions when installing shingles at slopes greater than:21:12. Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 'Nail Pattern" detailed below. Installed with 5-518 in. exposure in, accordance with FBC requirements• and manufacturer's published Installation instructions. ShIngies shall be attached 4using..either "4 Nail Pattem"or'6 Nail Pattern" detailed below. FASTENERS EXPOSURE;5-5/6' 1" �- i2-1l2"-► 12-3L8" - ► 12-172"-►� h-1" Figure I Heritage®, Heritage® Premium, and Heritage®_Woodgate (Dallas) 4 Nail Pattern (non-HVHZ;cmIy) LZONE BOND EXP6SURE`5-50- i"-►I•`1-7-112=►�7-i/2°-►�-7-318"►N-7-12"-►h-7-1/2'-►� Figure 4. Heritage® & Heritage® Premium 6 NA Pattern FL18355-R4 eduration.for which this report is,valid. or otherproduct attributes that are not CRVEEK TECHmCALcSERVICES, LLC `1 TAMKO BUILDING PRODUCTS Asphalt Shingles RI A 11 9^Klct BOND 12— ►I' �7-1/27-112'�►� 7-3/6-7r112W�f7-1/2±�►�1" Figure 5. HeriiagelDWoodgalld .6.Nail Pattern t E t az Common Bond FASTENERS m 39'318" _ Figure 6: Heritage@, Heritage®'Preinium, & H.Sntage®Woodgate Alternate 6 Nail Pattern r 7-; Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail pattems from figures 3, 4, and 6 may be placed in the nail zoneas described above TBP.15001:4 FL i This evaluation reportiis provided for State of Florida product i 1 I- — I I r m onv nnulurt rhannx or nuallty as! express nor imply warranty, installation, recommended use, 1 port is valid. that are not 0 CREEK TECHNICAL.SmIVICES, LLC Heritage® Premium Basic Wind Speed (Vut): (Frederick) Basic Wind Speed (V" ): Deck (HVHZ): Deck (Non-HVHZ):: Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150mph in accordance with FBC requirements; Solidly sheathed min. 19/32: in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction: In'acxordanc a with FBC requirements; Solidly sheathed min.. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. bS13 existing construction. in accordance tents. :Refer to when installing 5_1n. exposure.in accordance with RAS 115 ctureds ,publishedInstallation' instructions.. II be attached using "6 Nail Pattern" detailed i;'5 in. exposurein accordance with FBC and manufacturer's published installation Shingles shall be, attached using either "4 Nail Nail Pattern'. detailed below. 5" 1==11"—+— 12" Figure`8. Heritage( 4 Nail Pattern Figure 9. Heritages Premium (Frederick) 6 Nail Pattern FJ BOND CREEK TECHNICAL sERVICEs, LLC. HeritageOWoodgate Basic WindSpeed (ViAd: (Frederick) Basic Wind Speed (V,sd): Deck (Non-HVHZ): Underlaymentt Min. slope; Installation (Non-HVFIZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min.15l321n. plywood or wood plank for new,construetion; Min. 7/16 In. OSB existing.construction. In accordance with FBC requirements. 2:12 and in accordance with FBC "requirements. Refer to the: manufacturer's application, instructions when installing shingles, at slopes, greatecthan�21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions, ;Shingles shall b%attached.using'either"4 Nail Pattern' or "6 Nail Pattem' detailed1elow. EXPOSURE V 1"-r� Ir- 11"-�►�-12-3/S"—�- 11" --►I �-1" Figure 10: Heritage® Woodgate (Frederick) 4 Nail Pattern'(noo-HVHZ only) s Figure 71. HeritagetWoodgate (Frederick) 6 Naif Pattern 11CREEK TAMKO BUILDING PRODUCTS Asphalt. Shingles TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Vw: Max; 194mph (Phillipsburg) Basic Wind.Speed ff vI): Max.150 mph" Deck (HVHZ); Ins -accordance with FBC requirements; Solidly'sheathed min. 19/32.in. plywood or wood plank for new construction; Min. 15f32 in. plywood existing Deck (Non-HVHZ): In' accordance with'FBC requirements; Sclidly;sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16,in.ASBexisting construction. Underfayment In accordance with FBC requirements. Min. slope:. 2:12and in accordance witfi FBC requirements. Refer,to the manufacturers application instructions when installing shingles at slopes greater than 21:12 'RAS Installation (HVHZ): Installed with 5 in. exposure in accordance with 115 ` and manufacturer's published 'installation instructions. Shingles shall tie attached using T Nail Pattern',detailed below. Installation (Nan-HVHZ): Installed with 5;'in. exposure in accordance with FBC requirements and. manufacturers published installation instructions; Shingles•shall be attached using either t Nail Pattern' or'-6 Nail Pattern' detaileftelow, Figure 12. Heritage®:Vintage® SNail Pattern (non-HVHZ only) Figure 13 Heritage® Vintage 6,14ailPattern i 7�,}m CREEK. TAMKO BUILDING PRODUCTS. Asphalt Shingles TECHNICAL SERVICES, LLC Hip &Ridge Basic Wind Speed (Vwt): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (Vaw): Deck (HVHZ): Max. 150 mph in accordance with FBC: requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing, - construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood.or wood plank for new construction; Min. 7116 in. OSB:existing construction. Underlaymertt In accordance with FBC requirements. Min. slope: 2:12.an6in accordance With FBC requirement's. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions: The direction of the exposed end shall be away from -the prevailing wind. Direction of prevaliing.wind exposure Figure 1 Fastener Figures Figure 14. Hip & Ridge (Frederick & Joplin) exposure: Services, LLC of any produce changes or quality assurance changes throughout the duration.for which this report is,valid. iatioq report does.not expresssnorimply warranty, installation, recommended use, or other product attributes-: that are not u addressed herein: .J CREED TAMKO BUILDING PRODUCTS AsphalCShingles UcANiCAL$ERVIgEs, LLC Vintage®.Hip & Ridge Basic Wind Speed (VQ: Max 194 mph (Phillipsburg) Basie Wind Speed (V�): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck'(Non-HVHZ): In accordance with'FBC requirements; Solidly sheathed min.. 15/32: in. plywood or wood plank for new construction; Min.%16 m.'OSB Boosting construction. Underlayment In accordance witti FBC requirements. Min. slope: 2:12 and in accordance with-FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed .end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 1" "`�/�IFastener �5-1/2" Figure 2 cposure ngura a Figure 16. Vintage® Hip & Ridge,,(Phillipsbiirg) TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles 4 . TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification isnot within the scope of this evaluation. -2) The roof deck and the roof deck attachment shall be designed by others. to meet the design loads. established for components and cladding and in accordance with,FBC requirements. 3) The'mean roof height shall be restricted to,a maximum 33 it In the HVHZ. 4)-Classificationto.ASTM D 7155 applies to: exposure B& C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be,checked for protrusion and -corrected +prior to undedayment application. `6) Shingles shall be installed starting at the eave in horizontal_ layers such that the laps sheds water from the deck 7) .Installation of the evaluated products shall •comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist,between these sources, the more restrictive and code compliant detail shall prevail. By All products listedin this report shall be manufactured under a quality assurance program incompliance with Rule 61G203. COM PLIANCE STATEMENT' The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with`the Florida, Building Code; Edition (2017) as evidenced in the .referenced -documents submitted by the named manufacturer. �,1P' •�'\ C E N 3F S� �� No 74021 tr G9 : STATE OF : iij �iO 4 O R10P �qsS �O N A� 11���` 2017.09.25 11:31:41 -04'00' ZacharyR;-Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CERTIFICATION OF'INDEPENDENCE _ CREEK Technical Services,. LLC does not have, nor wilt it acquire, a financial interest in any company manufacturing or distributing products: under this evaluation. CREEK Technical Services, LLCMs not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R, Priest, RE does not have,. nor will acquire, a financial interest in any.. company manufacturing or distributing products under this evaluation. Zachary R. Pdesl, P.E. does not have, nor will acquire,'a financial interest in any other entity involved in the approval process of the product. END of REPORT FL1 product changes or quality assurance changes throughout the duration for which this re express nor Imply warranty, installation, recommended use, or other product attributes OFFICE USE ONLY: DATE FILED: I a - X) • 19 REVISION FEE: j -j 1w PERMIT # 1907.0205 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982 5652 (772) 462-1553 DEC 2 3 2019 APPLICATION FOR BUILDING PERMIT REVISI Ntr. Lucie County, PROJECT INFORMATION - 1 -u,ara n LOCATION/SITE BY ADDRESS: • LUCiP CnU* 7704 Citrus Park Blvd, Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Updated Energy Calculation, Change of Location of Electrical Panel, Corrected Duct Layout. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1515114 BUSINESS NAME: Sunrise City CHDO Inc. QUALIFIERS NAME: Roderick wader ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-201-2850 OWNERBUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. #: _ ZIP: 34950 FAX: 772-907-0420 FAX: FAX: ZIP: ZIP: 9123109 FILE COWE-Ow Revised 06130117 F. a i FORM R405-2017 02 as FLORIDA ENERGY EFFICIENCY CODE FOR BUILD w Florida Department of Business and Professional Regulation - Resideni DEC 2 3 2019 mek Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC. S`A'/twIMICn Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY 66ddWW11����9erE uu City, State, Zip: FT. PIERCE, FL, 34951 Permit Number: BY Owner: Jurisdiction: 6 St�, udeCoun1v Design Location: FL, ST_LUCIE_CO_INTL County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1448.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1288.30 112 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent R=13.0 160.00 ft2 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1591.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1591.00 82 6. Conditioned floor area above grade (W) 1591 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 7. Windows(199.0 sgft.) Description Area 11. Duos a. Sup: Attic, Rot: Attic, AH: Main R ft2 6 324 a. U-Factor: Dbl, U=0.34 199.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:16.00 c. U-Factor: N/A ft2 12/13/19 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 20.2 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems 8. Floor Types (1591.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1591.00 ft2 b. Conservation features EF: 0.940 b. N/A R= ftz None c. N/A R= ft= 15. Credits Pstat Glass/Floor Area: 0.125 Total Proposed Modified Loads: 47.53 PASS Total Baseline Loads: 53.02 I hereby certify that the plans and specifications covered by Review of the plans and fHE S2Al this calculation are in comoliance with the Florida Energy specifications covered by this o� Code. calculation indicates compliance the Florida Energy with Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance the Florida Energy Florida Statutes. �CpD with Code. WE �1 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). REVISIUMnLE COPY DEC' 3 0 2019 12/13/2019 12:06 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 7704 CITRUS PARK BLVD User 1 SUNRISE CITY, CHDO, INC. ST LUCIE COUNTY Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1591 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: 7704 CITRUS PARK BL County: St. Lucie City, State, Zip: Fr. PIERCE, FL, 34951 CLIMATE . / V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, ST_LUCIE_CO_INTL FL_ VERO_BEACH_MUNI 39 90 70 75 299 58 Medium BLOCKS Number Name Area Volume 1 Blockl 1591 13341.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1591 13341.8 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 172 tt 0 1591 ft2 ---_ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Red Solar SA Emitt Emitt Deck Pitch Barr Absor. Tested Tested Insul. (deg) 1 Hip Metal 1723 ft2 0 ft2 Light N 0.4 N 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1591112 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Batt 1591 ft2 0.1 Wood 12/13/2019 12:06 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FleRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 9 I-UHVI hL4Ub-GU7 / IIVF'U I SUMIVIAKY L;Hht;KLIS I KLPUK I WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Ext Insul Main 5 50 11 8 0 407.3 ft2 0 0 0.3 0 2 W Exterior Concrete Block - Ext Insul Main 5 39 4 8 0 314.7 ft2 0 0 0.3 0 3 S Exterior Concrete Block - Ext Insul Main 5 25 2 10 0 251.7 ft2 0 0 0.3 0 4 E Exterior Concrete Block - Ext Insul Main 5 39 4 8 0 314.7 ft' 0 0 0.3 0 5 - Garage Frame - Wood Main 13 20 0 8 0 160.0 ft2 0 0.25 0.3 0 DOORS # Ornt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 S Wood Main None .39 3 8 24 ft2 2 - Wood Main None .39 3 7 21 ft2 WINDOWS _ / �/ # Ornt Wall ID Frame Panes NFRC U-Factor SHGC Imp Area Overhang Depth Separation Int Shade Screening 1 n 1 Vinyl Double (Clear) Yes 0.34 0.23 N 43.3 ft2 0 it 0 in 0 it 0 in None None 2 n 1 Vinyl Double (Clear) Yes 0.34 0.23 N 15.0 ft' 0 it 0 in 0 ft 0 in None None 3 n 1 Vinyl Double (Clear) Yes 0.34 0.23 N 42.0 ft2 0 it 0 in 0 ft 0 in None None 4 W 2 Vinyl Double (Clear) Yes 0.34 0.23 N 30.0 ft2 0It 0 in 0 It 0 in None None 5 W 2 Vinyl Double (Clear) Yes 0.34 0.23 N 3.0 #2 0 it 0 in 0 it 0 in None None 6 s 3 Vinyl Double (Clear) Yes 0.34 0.23 N 26.0 ft2 0 it 0 in 0 it 0 in None None 7 s 3 Vinyl Double (Clear) Yes 0.34 0.23 N 21.7 ft2 0 ft 0 in 0 8 0 in None None 8 E 4 Vinyl Double (Clear) Yes 0.34 0.23 N 15.0 ft2 0 It 0 in 0 8 0 in None None 9 E 4 Vinyl Double (Clear) Yes 0.34 0.23 N 3.0 ftz 0 If 0 in 0 it 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 64 ft 8 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000373 1556.5 85.45 160.7 .1317 7 HEATING SYSTEM 1 Electric Strip Heat/ None COP:1 20.16 kBtu/hr 1 sys#1 I 12/13/2019 12:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 'FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unitt Split SEER: 16 36 kBtu/hr 1080 cm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ffz DUCTS / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 324 112 Attic 198 ftz Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programablfe Ceiling Fans: ,Thermosta[[t:��Y Heating Jan [XI Feb Mar r [ ] ] AAppr MayIX f r Jun [Xi Jul f ] ri Aug f [X] Sep Oct H Nov HDec Venting Jan I I Feb ! 1 X Mar [Xl l [ May [ Jun ( Jul [ 1 Aug [ 1 Sep 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 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) 68 68 68 68 PM 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 6B 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft2 0 It 0.3 Main 12/13/2019 12:06 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1591 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.340 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.230 14. Heating system: Capacity 20.2 c) Area 7c. 199.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE 0 Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF_ 2. Masonry (Insulation R-value) 10A2. 5.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit 0 Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Address of New Home: 7704 CITRUS PARK BLVD City/FL Zip: FT. PIERCE FL 34951 12/13/2019 12:06:35 PM EnergyGaugeO USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: -, Job Infoittiatton 11 Builder: SUNRISE CITY, CHDO, INC. Community: Lot: NA Address: 7704 CITRUS PARK BLVD City: FT. PIERCE State: FL Zip: 34951 AIC 1Ckdg@ is Passlrfg resultsEtrittstrne�f ei) er1hQ Pertotmar�ce„Prascnptive, orou RSaft)od yR@SUITS , .� 'PRE CPA" METHOD The,'buitd­11in or d el0ng u{ t shall be¢testeii artti vedfied'.as having p a)r Ieakage,Tate,W p dim" aI ehan es peer hour at a pressut�e`o4 02 inch W:g (54 Pa'scatsj m CUmata Zones 1 and 2 ' H buy E' 4 ie4tx '�4 Ye"�':I ecte F17 {ERI} seclIbh rabeled as° Elis '' AQHj50) Spec7lredzon Form R40S•2017 Ene Calo' Feria '' s �''� rBY � nnaYlce7;orR406-2i�17 j8R1�.' 7.000 , ,. ��+' x 60 + 13342 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers Including exhaust, intake, makeup air, back draft and Sue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. A Testlrtg Company r; �° s.• Y x; 5p ..._ .; .y.. w SS Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. -- -- Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 12/13/2019 12:06:57 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 7704 CITRUS PARK BLVD Builder Name: SUNRISE CITY, CHDO, INC. Street: 7704 CITRUS PARK BLVD Permit Office: ST LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, 34951 Permit Number: Y Owner: Jurisdiction: w Design Location: FL, ST_LUCIE_CC_INTL = U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubsshallseparate them from the showers and tubs. be. insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to till voids -..... ..p.....w.. W. .., . a., i.-. w,ul .,n puvlwulls OI Il U-4uu. 12/13/2019 12:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, atory Requirements for Re Conservation, 6th Edition (2017) 3erformance, Prescriptive and ERI Methods ADDRESS: 7704 CITRUS PARK BLVD Permit Number: FT. PIERCE, FL, 34951 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatary). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveld-lbe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air IeakagdA indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3-chn per square foot (1.5 Vs/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doom. 12/13/2019 12:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement well R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Vs) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.7 Controls. SECTION R403 SYSTEMS ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (1), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (I WC) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. El shall Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/13/2019 12:06 PM EnerovGauae® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (20171 Comoliant Software Peas 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (CFM)_ _ Range hoods Any 2.8 cm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt p0 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 12/13/2019 12:06 PM EnergyGaugoO USA 6.0.02 (Rev. 1) - FlaRes2017 FSC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heatingsystem is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (101C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. El integral Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. El R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/13/2019 12:06 PM EnerovGauoeO USA 6.0.02 (Rev. 11 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Pace 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandato fte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-eficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 12/13/2019 12:06 PM EneravGauae® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Paoe 5 of 5 q07 — a2aS Nil 5 01 ..... _ .. 0 2 1) • i • b a 1 5 i�� ���E EEEEEEE�; g d 71+E ° I €E IEi 11lllli � � jA: gooj� ••• EI°++oeEEEEaReeE s®cqo� r•®® 9� 9E d dREFdRd _ ®®�@�111 'i�l1!lIIAE�i�� 1`I > 9 i9• , ee 9 i 1 ? AI i l l l l l l 1 AS i : 'siA!' 'ail''°•1l�g IE m«e PROPOSED RESIDENCE + °�01V'°u0B 7704 CITRUS PARK BLVD a I FORT PIERCE, FL 34951 ' tl wnrvaev 4 OFFICE USE ONLY: •DATE FILED: -REVISION FEE. §t'7S tD 0 s PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING & CODE REGULATION DIVISION BY 2300 VIRGINIA AVENUE St. Ludeft* FORT PIERCE, FL 34962.5 (772) 462.1553 APPLICATION FOR BUILDING PERM R S ISION PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: .5'U'141 c QUALIFIERS NAME: 1 D, ADDRESS: /30 15, CITY:_� Te2c2 PHONE (DAYTIME): 772 - 1 ST. LUCIE CO CERT. #: '41J / lV61,L 0,0L 4102 STATE: ZIP: 3 de,/ S eD - 2_Y5� FAX: '772 - 9o7-41W-a OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: NAME:y !� J, YM 1// ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 Revised 06130117 AUG 2 9 2019 Permitting Department St. Lucie County, FL ME G9 5. OSTATE,••OF FLORIDA PERMIT APPLICATIONTO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Southwest PLEASE FILL OUT ALLAPPLICABLE FIELDS D Northwest (`Denotes Required Fields Where Applicable) ❑St. Johns River The wafer well contracforls responsible forcomplefing 0 South Florida this lom and foAvardmg the permit application to the ❑ Suwannee, River appMpdate delegated euthddtyhvhen::applicable. D DEP' ❑ Delegated Authority (If Applicable) eV o)—AD7-n/y6.` z.9 cr., ID No. (PIN): orAlteniate Key (Circle 5z- n and Gant 'T ship •Range 'County Well Gbntractor 'License Number•Tell Required (See Attached) Quad No. — Delineation No: 'State 'ZIP 'Telephone Number is 7S- - 7 Lot Block Unit Check if 62-524:� Yes _. Intended Use(s) of Wall(s)55_Ionc)�o aic Landscape. Irrigation Agricultural Irrigation:. _Site Investigation I Water Supply _Recreation Area Irrigation _Livestock =Monitoring UL 8 2019 NC, Nursery Irrigation Test Water Supply (Limited Use/DOH) Commercialllndustrial _Earth -Coupled. Geothermal Water Supply (Community or Non-CommunitylDEP) —Golf Course Irrigation _HVAC Supply F M St Luria County rss V Infection: _Recharge _CommerciaVlndustrial Disposal _Agmrer storageanu newvely _ o,r�aeo.. •—^••• mediation _Recovery _Air Sparge _Other (Describe) - - offici =Other (Describe) - (Note, Not all es of wells are permitted by a given parts Itiig aultwnty) 'Distance from Septic Syysst�ern if 6200 ft. 75 f` 11. FacilityQD,escription _ 12. Estimated Start Date 'Estimated Well Depth l0 ft./-�EEs^�ti]mated Casing Depth 5 ft. 'Primary Casing: Diameter --- • in. Open Hole: From_ . Estimated Screen Interval: From�Toq� -ft. 'Primary Casing Material: _Black Steel, _Galvanized 'Ar PVC _Stainless Steel _Not Cased , .—Other,.-% - - - . Secondary Casing:. ._Telescope Casing _ Liner _.Surface. Casing Diameter in. .Secondary CasingMaterial: _Black Steel _Galvanized ._PVC _Stainless. Steel — Method of. Construction, Repair, orAbandonmenE _Auger _Cable Tool _Jetted _X_Rotary _Sonic _Combination (Two or More. Methods) _Hand Driven (Well Point, Sand Point) _Hydraulic. Point (Direct Push) _Horizontal Drilling _Plugged by Approved Method _Other (Deswta)- Propos ,d, Grouting Interval for the Primary See ry, and Aand A °I IlonarCa�r'ag+� From tSO To,�_Seal Material(_ ntonit� a Neat Cemeoi�' Other ) From - To -Seal Material (_Bentonite - Neat Cement_Other From.SeafMatenal (_Bentonite_Neat Cement_Other- From - To Seal Material (__Bentonite=Neat Cement_Other ) Q - Indicatetotalnumberofexistingwellsonsite ID List number of existing unused wells on site - - ."Is this well or any existing well or waterwithddrawat on the owner's Contiguous property covered under a ConsumptiveNJater Use Permit (CUPMIUP) or CUP/WUP Application7_it Yesl R No If yes, complete theJollowing: CUPM/UP No. - District Well iD. No. Latitude Longitude Data Obtained From:-_GPS __Map _Survey NPprovalGranted By 1 --- ;FeeReceivedS - - Receipt No. THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AU1 Datum: - NAD27 NAD83 _WGS 84 I ¢eMy Nat lam Neowper0f Ne Wopedy Nat me7nkrmeliGn provWetl 5 acuaete. eM Ihot lam aware 01 my iespon50Ppies under.Cliapler 93. Floige Sables. tomalmain dipropetlyehaMbn N's we4 or.I ceNfy.IWt I am pe agent forlhe amen IFat the aJpmalbn prewtlea 5 atLbiaM, aria Iha17 Bave NfpmeO 1pe pwne! of h6 reaponShllXies essleleA above Ownei wnseill5lh ellowing persvmel of Nb VdlD or DeleBaledauNorpyaapssN pie well spit tlunnB the rMelvgion. iepiv, motliprsion. NahaIWBM1en1eN11hrZM bymu pump. ,Check No.. _ -bails THE pernilt Is vaild-for so Issue.. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Saeed Ghazanfar PROPERTY ADDRESS: 7704 Citrus Park Blvd Fort Pierce, FL 34951 PERMIT #:56-SF-08567 APPLICATION #:AP1420419 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1242764 OSTDS #:05-0694-N LOT: 15 BLOCK: 75 SUBDIVISION: Lakewood Park PROPERTY ID #: 1301-607-0146-000-5 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND T [ 900 ] GALLONS / GPD Sentic New CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 375 ] SQUARE FEET Drainfield New SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [X] FILLED [ ] MOUND I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: NID N side of road "Tray PT LB 205" I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D I 0 T H E R ILL [ 6.00 ][ INCHES FT ] 11 ABOVE BELOW] BENCHMARK/REFERENCE POINT [ 1.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Hunter A Collier TITLE: Environmental Specialist I APPROVED BY: TITLE: Environmental Specialist I St. Lucie CHO Hunter A Collier c DATE ISSUED: 07/08/2019 EXPIRATION DATE: 01/02/2021 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) . Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1420419 SE1192101 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by,the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. - Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120,68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. • `ioF irk' HEALTH PAYING ON: RECEIVED FROM PAYMENT FORM: St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 a: 56-SF-08567 BILL DOC u:56-BID-4231494 CONSTRUCTION APPLICATION k AP1420419 Sunrise City CHDO, Inc AMOUNT PAID: $ 630.00 CREDIT CARD 024961 PAYMENT DATE: 06/24/2019 MAIL TO: Saeed Ghazanfar 555 alba Fort Pierce, FL 34953 FACILITY NAME PROPERTY LOCATION: 7704 Citrus Park Blvd Fort Pierce, FL 34951 15 Lot: Block: 6 Property ID: 1301-607-0146-000-5 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1-0STDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 = OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection -1 - Well Construction 75 QUANTITY FEE 1 $ 5.00 1 $ 15.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 1 $ 115.00 RECEIVED BY: MontanezNM Note: 59-29706 AUDIT CONTROL NO. 56-PID-3997051 STATE OF FLORIDA APPLICATION # AP1420419 DEPARTMENT OF HEALTH PERMIT # 56-SF-08567 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT #SE1192101 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Saeed Ghazanfar CONTRACTOR / AGENT: Sunrise City CHDO, Inc LOT: 15 BLOCK: 75 SUBDIVISION: Lakewood Park ID#:1301-607-0146-000-5 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.23 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 345.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATxON: N I D N side of road "Trav PT LB 205' ELEVATION OF PROPOSED SYSTEM SITE 6.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 40 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Arents, 0 - 5 Munsell #/Color Texture percent slopes Depth 1 OYR 513 Sand 0 To 20 10YR 4/1 Sand 20 To 32 1 OYR 6/6 Sand 32 To 38 1 OYR 6/8 Sand 38 To 46 7.5YR 8/3 Sand 46 To 56 10YR 6/2 Sand 56 To 72 USDA SOIL SERIES:Arents, 0 - 5 percent slopes Munsell #/Color Texture Depth 1 OYR 5/3 Sand 0 To 18 10YR 4/1 Sand 18 To 25 10YR 5/2 Sand 25 To 30 1 OYR 6/2 Sand 29 To 32 7.5YR 5/8 Sand 32 To 39 7.5YR 6/6 Sand 39 To 48 7.5YR 5/8 CMN/PRM RF 42 To 48 1 OYR 7/2 Sand 48 To 57 7.5YR 5/8 MANY/DST RF 48 To 57 1 OYR 5/3 Sand . 57 To 68 1 OYR 6/1 Sand 68 To 72 OBSERVED WATER TABLE: 68.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 29 INCHES [ ABOVE / BELOW ] _ EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 29.00 INCHES SOIL TEXTURE/LOADING RATE FOR )SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES DRA)ENFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR 6/2 stripping In 10YR 5/2 matrix > 10 % with diffuse boundaries starting at 29" in SB2. SB2 6" above BM. SB1 8" above BM.' Continued On The Following Page... AP1420419 EID350504 v1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION SITE EVALUATED BY: APPLICATION # AP1420419 PERMIT # 56-SF-08567 DOCUMENT # SE1192101 Collier, Hunter (Title: Environmental Specialist 1) (Florida Department of Health In St. L DH 4015, 08/09 (Obsolete# previous editions which may not be used) Incorporated: 6413-6.001, FAC DATE: 06/28/2019 Page 3 of 4 AP1420419 EID350504 v 1.0.2 STATE OF FLORIDA PERMIT #. DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: SAEED GHAZANFAR, SAEED SHAZIA AGENT: Rod Waller LOT: 15 BLOCK: 75 SUBDIVISION: LAKEWOOD PARK- UNIT 7 PROPERTY ID #: 1301-607-0146-000-5 [Tax ID Number TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE I/OTHER-TABLE2 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: ACRES ] ] SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/FT ] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET? [ ] YES [ ] NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: USDA SOIL SERIES: TEXTURE DEPTH TO 1V TO mn 1"V TO mn 1V TO OBSERVED WATER TABLE: INCHES [ABOVE/BELOW r] EXISTING GRADE. TYPE: [PERCHED /APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [.ABOVE/BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] HED [ ] OTHER .(SPECIFY) RRMARXC/ADDITIONAL CRITERIA: SITE EVALUATED BY: DH 4015, 08/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 Of 4 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: I QIAL4 1. Ici Q ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM �•`°°""°� APPLICATION FOR CONSTRUCTION PERMIT }1j APPLICATION FOR: [✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Sneed Ghazanfar, Saeed Shazia AGENT: Sunrise City CHDO, Inc Contractor TELEPHONE: 772-201-2850 MAILING ADDRESS: 5201 Paleo Pines Cir, Fort Pierce, FL 34952 3�D TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 15 BLOCK: 75 SUBDIVISION: Lakewood Park-Unit7 PLATTED: PROPERTY ID It: 1301-607-0146-000-5 ZONING: RS4 I/M OR EQUIVALENT: [ Yes ] PROPERTY SIZE: 8,250 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [✓]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 7704 Citrus Park Blvd, Fort Pierce, FL 34952 DIRECTIONS TO PROPERTY: Off Citrus Park Blvd and Eris Lakewood Park - Unit 7 - BLK 75 LOT 15 (MAP13/02N) 2969-2183 BUILDING INFORMATION [✓] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E=6, FAC 1 Single Family Home 3 1,895 �Yi �� J`\3\ 2 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: 4 ( DATE: 05/22//2019 / DH 4015, 08/09 (Obsol v' us editions which may not be used) �t,./ (i 1 1 9 Incorporated 64E-6.001 A 111 Page`1 of 4