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HomeMy WebLinkAboutRevision; Standing Seam Metal Roof in lieu of Dimensional ShinglesOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # I PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 REV W *,MATION G:PERMIT,REVISIONS ©©© 1. LOCATION/SITE f^ ��}, n n /� / ( 08 -oaz ADDRESS: 7. (2) L OC��/ '/19,6& /"1&T I ®T,C'TE COUNW ,sU ,. ,c% 10mlio C G/ ?,*9 � REVIEWED FOR COmPIxXl p.. �^ ^^ :All DATE L _. 2. DETAILED DESCRIPTION OF PROJECT PLANS AND PERMIT MUST BE KEPT ON ]'0B REVISIONS: ORNO INSPECTION WILL BE AJADE, 4-1Etj cif t aQ-2 w1j44- 3. THESE PLANS AND ALL PROPOSEU ARE SUBJECT TO ANY CORRECTIONS THAT CONTRACTOR INFORMATION: REQUIRED FIELDIR9SPECTORSwm _ _ _ �._ _ .�.e..n un■ 6T. wn7�P11� 4Q4 STATE of -EL REG./CERT. #: QUALIFI ADDRES CITY: PHONE 'FN 4. OWNE NAME: ADDRESS: CITY: PHONE: STATE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: JC / CITY: 96AMM STATE: PHONE (DAYTIME): - Revised 07/22/2014 FAX: 2� .3�5 xI 3 qs FAX: ZIP: ZIP: 9 -13 °ki> ' Planning & Development Services Department --' 04 Building & Regulations Division _.___...'__,_, _ _'w_•_w___ Product Review Affidavit Building Permit # Owners Name RUSKOSKY Applicant: EASTSIDE BUILDERS Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows ON PLANS + 55 / - 60 SILVERLINE SERIES 70 SH MODEL 2127 FL# 14911.23 IMPACT 114"TAPCONS WITHIN 6" EACH WAY OF TOP CORNERS; 6'& 10"EACH SIDE UP FROM BOTTOM Mullions OF WINDOW AND 7' ABOVE & BELOW EACH SIDE OF MIDDLE OF WINDOW WITH 1 ADDITIONAL EACH Fixed Glass SIDE Q 7" BELOW MIDDLE OF WINDOW Block Glass Skylights Sliding Glass Doors ON L I�fSt.',:0 P LAST -PRO SERIES'N' FIBERGLASS FL# 15180.4 IMPACT 1/4" TAPCON WITHIN 6" EACH WAY OF CORNERS AND 14" O.C. ON JAMBS & HEAD Swing Type Doors French Doors U-7-4 t T JAMES HARDIE HARDI-PLANK FL# 13192.2 SEE DETAIL Ga rage ®orsA Hurricane Protection • ,.'•- R©Of �:®Rtil3tiOR 4 / T, TRI-BUILT MATERIALS SELF ADHERING HT FL# 16048.1 NTAL LAP ADHERED DIRECTLY TO RO=FASTQQ �I__._; r � �" r, Roofing Material . . ON SHEET�',S2 " --may 1 METAL SALES 26 GA. IMAGE II PANEL FL# 11560.5 ' 10 Y DET 15 2 . --'" __r' Lei 5w- .— - - - .r. r•- n 0� C Revised 45 to 20 Q� y ,��������e�f1 M KPi I havered the al tompi� tie ttsnr`cadding and I have approved their use in�ai'ii'isttSN ' �� c p'vide adequate resist t' wind loadstandff rces fiect ed by c7q(rt�ent code provisions. -- ": = - f 2�zy�J = Q. Name. %;� R' -' Signat r �KS ENGINEERING &TESTING 68366 e.I Design Pt 7 I Cert. No. �y cc M co a Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name RUSKOSKY Applicant: EASTSIDE BUILDERS Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows ON PLANS + 55 / - 60 SILVERLINE SERIES 70 SH MODEL 2127 FL# 14911.23 IMPACT 1/4-TAPCONS WITHIN 6" EACH WAY OF TOP CORNERS; 6"& 10" EACH SIDE UP FROM BOTTOM Mullions OF WINDOW AND T ABOVE & BELOW EACH SIDE OF MIDDLE OF WINDOW WITH 1 ADDITIONAL EACH Fixed Glass SIDE Qo 7" BELOW MIDDLE OF WINDOW Block Glass Skylights Sliding Glass Doors Swing Type Doors `P!v `� '" 0 / -50 P LAST -PRO SERIES 'N' FIBERGLASS FL# 15180.4 IMPACT 1/4" TAPCON WITHIN 6" EACH WAY OF CORNERS AND 14' O.C. ON JAMBS & HEAD French Doors LAP 61U]NU JAMES HARDIE HARDI-PLANK FL# 13192.2 SEE DETAIL Hurricane Protection Roof -Ventilation �� �'�-' "'''"•%'`'= 7ssT. � �, .: �c„ / A � � �;..: . TRI-BUILT MATERIALS SELF ADHERING HT FL# 16048.1 ADHERED DIRECTLY TO ROOF SHEATHING W/6" VERTICAL LAP & 3" HORIZONTAL LAP Roofing Material O SJ 1fiET IS2�.,r..,_; N�..., 3 9 1 METAL SALES 26 GA. IMAGE II PANEL FL# 11560.5 # 10-12 PANCAKE HEAD SCREWS PER FASTENING PATTERN #2 sed reviewed thY' 'bo:cvytie ' or cladding and I have approved t �t-t�r s� f t$ts provide adequate resistance to the loads and forces dfied-b •c nt code provisions. �' Pe, r a� Y � x.. P 936s JULIErg 1j�, .E. = Signature: - - _-. . seal n Prof: KSM ENGINEERING & TESTING Cert. No. 68366 P STI • • } I / I r i EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 126 GA. IMAGE II PANEL' y i FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 11560.5-R2 ROOFING " METAL ROOFING 3 I s a I ' i Prepared For: Metal, Sales Manufacturing Corporation 7 i 545 South Yd Street, Suite 20.0. Louisville, KY40202 i Telephone: (502) 8554300. 'I Fax: (502) 8554290 >. i I I Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #622.40 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 Evaluati Report No. C2009-5 o Date: 3.27.15 %O� :w- •ir= STATE OF ...'W Manufacturer: Product Name: Panel Description: Slope: I Design Uplift Pressure: (Factor of Safety = 2) I Fastener Pattern: At panel seam Sidelap{Adhesive: Test Standards: Code Compliance: Metal Sales Manufacturing Corporation Image II I FLt 11560.5-R2 C2009-5 3.27.15 Page 2 of 3 u i� Max. 16" wide coverage with 1" high ribs Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Min. 19/32" plywood for new and existing constructions. Designed and installed as per FBC 2014. 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" O.C. in the plywood field and edges Minimum underlayment as per FBC 2014 Section 1507.4.5.1 2:12 or greater in accordance with FBC 2014 Section 15071,-.4.2 84.25 psf @ fastener spacing of 24" o.c. 102.7 psf @ fastener spacing of 6" o.c. 139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead; adhesive in panel sidelap # 10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4". Schnee -Morehead SM7108 Permathane adhesive Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product, Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is riot within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E 108/UL790 report from an accredited laboratory for fire ratings of this product. FL� 11560.5-R2 J ' C2009-5 3.27.15 M Page 3 of 3 Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T241-07, Reporting Date 7/23/07 Hurricane Test Laboratory, LLC HTL Report M 0103-0714-09, Reporting Date 9/1/09 4 ROOF PANEL SEE DETAIL 1 MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. I ueV Ic' SPACED ® 6' O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENING PATTERN 1 PANEL FASTENER SEE DETAIL 2 ADHESIVE IN THE I" — PANEL FASTENER ROOF PANEL / \ PANEL SIDELAP MAX 16% SPACING PER ALLOWABLE v - / PRESSURE TABLE. II II II UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION PLYWOOD 8d x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.) GLIIOFI INFT OR 88 x 2" LONG WOOL) SCRFWC —MIN. LA_ WVUU wvILK/JUlsi/ SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION MIN 26 GA. PANEL #10-12 X 1" LONG PANCAKE SCREWS DETAIL 1 AT MAX. 6' O:C. UNDERLAYMENT PLYWOOD 19/32" THICK (MIN.) SIDELAP ADHESIVE L_.­AT�MAX, . 3/8" BEAD MIN 26 GA.LPANEL 12 X 1" LONG AKE SCREWS DETAIL 26'_O.C:----- PLYWOOD 19/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENING PATTERN FASTENER SPACING (IN) ADHESIVE BEAD SIZE PRESSURE (PSF) 1 24 NONE 84.25 1 6 NONE 102.7 2 6 3/8" 139.1 f 1 � - — —c . Im rnnrl bunlwr IIl GENERAL NOTES- SIDELAP-ADHESIVE, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE -_--�----_-- - --�x-_SiDELAP_ADHE_SNE._--_:,..>„-_.�..�x,FLORtw>suuDING-coDE�:(Fec)>.�-�-=a�_..�._�.-�--=-__-___,�....�... LOCATION 2. ROOF PANELS SHALL BE MIN. 26 GA (t - 0.01677. -MAX EFFECTIVE COVERING WIDTH OF. PANEL - 16". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE 'FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/J01515//TTBUSSES MUST BE DESIGNED To WITHSTAND WIND LOADS AS REQUIRED FOR EACN APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. z �$ OF , :-TRIBUILT° MATERIALS G�R,PLLC www.tribuiltmaterials rou tom 1-800-516-1485 _` } TRI-BUILT° MATERIALS GROUP, LLC g p' TRI-BUILT® Self Adhering HT Underlayment DESCRIPTION: TRI-BUILT' Self Adhering HT Underlayment is a SBS modified bitumen high - temperature roofing underlayment reinforced with a textured skid -resistant polyethylene film.'lie membrane is specifically designed to be self -adhered on sloped roof surEtces as secondary seal under metal, shingles, or dle. FEATURES • Meets ASTM D 1970 standard • Self-sealing when penetrated by mechanical Fastness or roofing nails • Fully adhered. system prevents lateral moisture migration • Premium skid --resistant textured blue film surface • Split release backing for fast application USES: TRI-BUILT' Self Adhering HT Underlayment is used as a self -adhered membrane designed to be adhered directly to roof decks or certain insulation panels prior to the application of finished roof coverings including metal shingles, or tile. Its main finiction is to serve as a secondary waterproofing layer, in both residential and commercial building, protecting the building's interior from damages caused by water infiltration as a result of ice dam formation and wind -driven rain. MIHATIONS: Not resistant to oils and solvents. Not designed for permanent exposure. Good practice calls for the membrane to be covered as soon as practical (90 days max). Provide adequate insulation and ventilation in cold climate areas. TI or ice will affect die skid resistance of this product. Do not i PVC (Poly Vinyl Chloride) membranes. New dimensional knots with r:_sin levels that can attack and severely soften thi 'M-BUII:I' will not be responsible Cur these arras. PACKAGING: Boxed rolls: 3 feet wide x 65 linear feet = 195 square feet pt STORAGE: Store rolls on end in original pallets or elevated platform in a dry enclosed area not subject to heat over 120T Protect from weuher or store i=`PN IFj �C?r{�I �\ 'srtij 4.: i PHYSICAL PROPERTIES Color..................................Blue 'Ihickness .............................40 mils 1010%u (ASTM D1970) .....600 psi min. Membrane ......0 grams/liter 15147)......... None ..................3.0 Winch (ASTM D903) Witer Vapor Transmission ...... :........ 0.015 perms (ASTyIM E96) �� Meets ASTM D 1970 TRI-BUILT° MATERIALS GROUP, LLC TRI-BUILT' Self Adhering HT Underlayment Surface Preparation: TRI-BUILT'° Self Adhering HT Underlayrnent is designed to be adhered directly to the structural deck or to certain insulation' panels such as polyisoryanurate. Acceptable substrates include plywood, OSB, wood plank, wood composition, concrete, gypsuin board sheathing, glass Freed gypsum sheathing, metal, and masonry, i All substrates are to be free of dust, oil, dirr, debris, and moisture. All protrusions must be removed to provide a smooth surface. On re -roofing applications, remove old shingles, nails, and other loose materials. Priming is generally not required but is recommended over Dens Deck-, concrete or masonry substrates, or in cold weather. Prime with TRI-BUILT' Quick Dry Primer", or appropriate primer applied as per application and handling guidelines outlined in specific data sheets. Allo'%'v primer to dry w a tacky film. Primed surfaces not covered by membrane during die same working day must be re -primed. NOTES: Where furring strips or Z bars are installed immediately after insurllation of membrane, priming of substrate may be omitted. Optimum adhesion is achieved when ambient and surface temperature are above 40*R For installation below 40°F contact your TRI-BUILT' representative. Application: Apply membrane parallel or perpendicular to slope. When applied perpendicular to slope, apply membrane beginning at low point and proceed in shingle fashion. Position sheet to achieve correct overlap and alignment. Release upper half of release film by peeling off at 90° angle, then peel bade second half of lower release film. Overlap on to clear film on sides and at ends a minimum of 2.75" fur all applications. Roof Edge Applications: When membrane is folded over the roof edge, it must be covered by Hashing, gutter, or metal edge. tlpply membrane far enough up the roof deck to meet local codes and to prevent leaks caused by ice dam formations. Ridge & Valley Applications: Roll out and align manageable lengths of membrane. Slowly peel first half of release: film. Press finnly in place beginning at centre of ridge or valley. Repeat with second half of release film. Overlap at ends and sides a minimum of i". Apply in shingle fashion on valleys. PRECAUTIONS: See limitations. Not dLsignLd for permanent exposure. Apply finish -covering materials as soon as practical following membrane application (00 days max). When left exposed prior to application of finish covering, secure membrane in pl ace µnth mechanical fasteners to promo against wind exposure and uplift. Protect membrane from excessive traffic during application and until final roof covering is in place. TRI-BUILT" Self Adhering HT Underlayrnent has a slip -resistant poly surface however there may be job site conditions of steep slope, excess water, debris or thin films of ice that will affect the slip -resistance of die product and must be avoided. In all conditions follow OSHA safety reyuirments. We warranty only that this product is fret of defects, since many factors which affect the results obtained from this product —such as weanccr, workmanship, equipment utilized, and prior condition of the substrue—arc :ell beyond our control. We will replace at no charge any product proved to be defective within 5 years of purchase, provided it has been applied in accordance with our written directions for uses we recommended as suitable for this product. Proof of purchase must be provided. DISCIMMER OF WARRANTIES: The Limitmi Warranty is IN LIEU OF any other warranties express or implied including but not limited to any implied warranty of IMERCHAMIA13I1-171Y or fitness for a particular purpose, and we, the manufacturer, shall have no further liability of any kind including liability for consequential or incidental damages resulting from any defects or any delays caused by replacement or otherwise. tANk WILT TRI-BUILT' Materials Group, LLC • PO Box 70 • Rutherford, NJ 07070 • 800-516-1/85 TRI•SUILT" MATERIALS GROUP. LLC i FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RUSKOSKY RESIDENCE Builder Name: Street: LOGGERHEAD PLACE LOT #381 Permit Office: City, State, Zip: ST. LUCIE COUNTY, FL, Permit Number. Owner: Jurisdiction: Design Location: FL, Fort Pierce County:: ST. LUCIE COUNTY (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1260.0 sqft.) Insulation Area 2. Single family or multiple family Single-family g y p y a. Concrete Block - Ext insul, Exterior R=4.1 1260.00 ft2 b. NIA R= ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 2 d. N/A 10. Ceiling Types (1024.0 sqft.) R= ft2 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R--30.0 1024.00 ft2 6. Conditioned floor area above grade (W) 1024 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(141.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: LAUND 6 275 a. U-Factor: Sgl, U=0.65 141.00 ft2 SHGC: SHGC=0.23 N/A ft2 12. Cooling systems kBtulhr Efficiency b. U-Factor: a. Central Unit 24.0 SEER:16.00 SHGC: c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 3.780 ft. Area Weighted Average SHGC; 0.230 14. Hot water systems a- Electric Cap: 40 gallons 8. Floor Types (1024.0 sqft.) Insulation Area EF: 0.950 a. Raised Floor R=19.0 1024.00 ft2 b. Conservation features b. N/A R= ft2 None c. NIA R= ft2 15. Credits CF. Pstat Total Proposed Modified Loads: 42.86 PASS Glass/Floor Area: 0.138 Total Baseline Loads: 46.22 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy f R�vie of p ans and sp cif ...tl fcohis vered by t ca cdlati IPtiicates - ` Code. ;--- - with 4h�. I r)da EriergyiCode: i�F n�'r�' , w„ O �','; PREPA D Y: �..-' Befare.c siruction is completed w � _ DATE: T-S- _ _`_ the bpilclm `wi8'•'be irispected foi {A I.I h.. complin¢ -wilt-hSectidn 553.908' ( t° * { d �Q •~ I hereby certify that this building, as designed, is in compliance Florida to utess� � � 5}'`h" ° r r ~ Cpb with the Florida Energy Co � WET�J6 OWNER/AGE T:-_ ______- BUILDING OFFICIAL: DATE: DATE: --- -- - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Lp.�99jjiiy t� ;{t'iii11 11/30/2016 9:19 AM EnergyGauge@ USA - FlaRes2014 Section R405.4,1 Compliant Softwar h"';1 �« 1� Page 1 of 5 FORM R405-2014 PROJECT Title: RUSKOSKY RESIDENCE Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1024 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: LOGGERHEAD PLACE Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City, State, Zip: ST. LUCIE COUNTY , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO BEACH_MUNI 2 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Entire House 1024 9216 SPACES Number Name' — Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 LIVING 343 3087 No 0 1 Yes Yes Yes 2 KITCHEN 156 1404 Yes 0 1 Yes Yes Yes 3 LAUND 42 378 No 0 1 Yes Yes Yes 4 BATH 60 540 No 0 1 Yes Yes Yes 5 BEDROOM 140 1260 No 1 ? 1 Yes Yes Yes 6 CLOST 40 360 No 0 1 Yes Yes Yes 7 WIC 45 405 No 0 1 Yes Yes Yes 8 M. BATH 66 594 No 0 1 Yes Yes Yes 9 M BEDROOM 132 1188 No 2 1 1 Yes Yes Yes FLOORS _ # Floor Type _ — Space Perimeter Perimeter R-Value Area Joist R-Value_ Tile Wood Carpet 1 Raised Floor LIVING 343 ft2 19 1 0 0 2 Raised Floor KITCHEN ____ ___ 156 ft2 19 1 0 0 3 Raised Floor LAUND 42 ft2 19 1 0 0 4 Raised Floor \ BATH ____ ___- 60 ft2 19 1 0 0 5 Raised Floor BEDROOM ____ 140 ftz 19 1 0 0 6 Raised Floor CLOST ___ _--_ 40 ft2 19 1 0 0 7 Raised Floor WIC _w _-_ 45 ft2 19 1 0 0 11/30/2016 9:19 AM EnergyGauget USA - FlaRes2014• Section R405.4.1 Compliant Software Page 2 of 5 FORM -R405-2014 FLOORS # Floor Type Spars Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Raised Floor M. BATH _ __ ---_ 66 ft2 19 1 0 0 9 Raised Floor M BEDROOM ___ 132 ft2 19 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Metal 1079 ft2 170 ft2 Light 0.6 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1024 ft2 N N CEILING # Ceiling Type Space _- _ R-Value_ ` Ins Type Area _ Framing Frac Truss Type 1 Under Attic (Vented) LIVING 30 Blown 343 ft2 0.1 Wood 2 Under Attic (Vented) KITCHEN 30 Blown 156 ft2 0.1 Wood 3 Under Attic (Vented) LAUND 30 Blown 42 ft2 0.1 Wood 4 Under Attic (Vented) BATH 30 Blown 60 ft2 0.1 Wood 5 Under Attic (Vented) BEDROOM 30 Blown 140 ft2 0.1 Wood 6 Under Attic (Vented) CLOST 3D Blown 40 ft2 0.1 Wood 7 Under Attic (Vented) WIC 30 Blown 45 ft2 0.1 Wood 8 Under Attic (Vented) M. BATH 30 Blown 66 ft2 0.1 Wood 9 Under Attic (Vented) M BEDROOM 30 Blown 132 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below -- -Omt- To.,--- Wall Type-_ _-Space R-Valuer- __Ft. In --F-t-la_._.._ Area -.R-Value _Fraction._-Absor-_.Grade% _ 1 N Exterior Concrete Block - Ext Insul LIVING 4.1 13 0 9 0 117.0 ft2 0 0 0.6 0 2 S Exterior Concrete Block - Ext Insul LIVING 4.1 20 0 9 0 180.0 ft2 0 0 0.6 0 3 W Exterior Concrete Block - Ext Insul LIVING 4.1 21 0 9 0 189.0 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Ext InsuKITCHEN 4.1 12 0 9 0 108.0 ft2 0 0 0.6 0 5 N Exterior Concrete Block - Ext Insul LAUND 4.1 6 0 9 0 54.0 ft2 0 0 0.6 0 6 S Exterior Concrete Block - Ext Insul BATH 4.1 6 0 9 0 54.0 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Ext Insir1EDROOM 4.1 14 0 9 0 126.0 ft2 0 0 0.6 0 8 E Exterior Concrete Block - Ext Insul CLOST 4.1 5 0 9 0 45.0 ft2 0 0 0.6 0 9 S Exterior Concrete Block - Ext Insul CLOST 4.1 8 0 9 0 72.0 ft2 0 0 0.6 0 10 E Exterior Concrete Block - Ext Insul WIC 4.1 5 0 9 0 45.0 W 0 0 0.6 0 11 S Exterior Concrete Block - Ext Insul WIC 4.1 1 0 9 0 9.0 ft2 0 0 0.6 0 12 N Exterior Concrete Block - Ext InsuM. BATH 4.1 6 0 9 0 54.0 ft2 0 0 0.6 0 13 E Exterior Concrete Block - Ext InsuU. BATH 4.1 11 0 9 0 99.0 ft2 0 0 0.6 0 14 N Exterior Concrete Block - Ext InUBEDROOM 4.1 12 0 9 0 108.0 ft2 0 0 0.6 0 11/30/2016 9:19 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt •ID Frame Panes NFRC U-Factor S_HGC_ Area -12.0 Depth. Separation IntShade_ Screening 1 N 1 Metal Low-E Single Yes 0.65 0.23 ft2 1 ft 0 in 1 ft 4 in None None- 2 S 2 Metal Low-E Single Yes 0.65 0.23 12.0 ft2 1 ft0 in 1 ft 4 in None None 3 S 2 Metal Low-E Single Yes 0.65 0.23 18.0 fie 1 ft0 in 1. ft 4 in None None 4 W 3 Metal Low-E Single Yes 0.65 0.23 8.0 ft2 8 ft 0 in 1 ft 4 in None None 5 W 3 Metal Low-E-Single Yes 0.65 0.23 48.0 ft2 8 ft 0 in 1 ft 4 in None None 6 N 4 Metal Low-E Single - Yes 0.65 0.23 9.0 ft' 1 ft 0 in 1 ft 4 in None None 7 S 7 Metal Low-E Single Yes 0.65 0.23 15.0 ft2 1 ft 0 in 1 ft 4 in None None 8 E 13 Metal Low-E Single Yes 0.65 0.23 6.012 1 ft 0 in 1 ft4 in None None 9 N 14 Metal Low-E Single Yes 0.65 0.23 15.0 ft2 1 ft 0 in 1 ft4 in. None None. INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1075.2 59.03 111.01 .2922 7 HEATING SYSTEM # System Type_ _ Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 24 kBtu/hr cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use. SetPnt Conservation _ 1 Electric None LAUND 0.95 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None - ft2 DUCTS - Supply - - Return Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 275 ft2 Attic 75 ft2 Default. Leakage LAUND (Default) (Default) 1 1 11/30/2016 9:19 AM EnergyGaugeS USA - FlaRes2014 Section R405.4,1 Compliant Software Page 4 of 5 1-UKNI K4Ub-ZU14 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ Heatin Venting[[ �]]Jan txJ Jan Jan jj Feb EX] Feb Feb Mar Mar Mar A r f Apr f Ma [X May [ Jun Jun Jul Jul Aug Au4 Se Sep E Oct Oct Nov �X� Nov ] Dec f X] Dec JI [[ ]] [Xl Apr [ May [ Jun Jul Aug [ Se [X Oct [X Nov [ l Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) — AM 78 -- - 78 78 78 78 78 78 - 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/30/2016 9:19 AM EnergyGaugei) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R406-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RUSKOSKY RESIDENCE Builder Name: Street: LOGGERHEAD PLACE LOT #381 Permit Office: City, State, Zip: ST. LUCIE COUNTY, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Celjing/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms toavailable space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/30/2016 9:19 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. LOGGERHEAD PLACE LOT #381, ST. LUCIE COUNTY, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units; if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows— Description a. U-Factor: Sgl, U=0.65 SHGC: SHGC=0.23 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Raised Floor b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1260.00 ft2 b. NIA R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1024.00 ft2 1024 b. N/A R= ft2 Area c. N/A R= ft2 141:00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: LAUND 6 275 ft2 12. Cooling systems kBtu/hr Efficiency ;t2 a. Central Unit 24.0 SEER:16.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 17.0 COP:1.00 3.780 ft. 0.230 Insulation Area 14. Hot water systems Cap: 40 gallons R=19.0 1024.00 ft2 a. Electric EF: 0.95 R= ft2 R= ft2 b. Conservation features None 15. Credits CF. Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -SHE Sr Construction through the above energy saving features which will be installed (or exceeded) 04 _ O . in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code ponpliant features. Erb=,Hf � • r+:i Builder Signature: Date: 241101! Address of New H e:®! City/ WE'� *Note: This is not.a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's. support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/30/2016 9:19 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1