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HomeMy WebLinkAboutRevisions; Energy Calcs & Evaluation ReportOFFICE USE ONLY: DATE FILED: REVISION FEE: " 1.5.CO PERMIT .# 1`5'Q - Qq / RECEIPT # jig 4aq PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 M2) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE Riverbend ADDRESS: 1512-0411 3108 NW Radcliffe Way Lot 21 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 9 4. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 15 0 6 0 5 2 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: Standard Pacific Homes QUALIFIERS NAME: Scott Harala ADDRESS: 825 Coral Ridge Drive CITY: Coral Springs STATE: Fl ZIP: 33071 PHONE (DAYTIME): 954-232-2290 FAX: 954-424-8840 OWNER/BUILDER INFORMATION: NAME: Standard Pacific Homes ADDRESS:. 825 Coral Ridge Drive CITY: Coral Springs STATE: Fl ZIP: 33U71 PHONE: 954-232-2290 FAX: 954-434-8840 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB Design ADDRESS: 1191 East Newport Center Suite 207 CITY: Deerfield Reach STATE: Fl ZIP: 33442 PHONE (DAYTIME): 954-482-0957 FAX: 954-708-2468 SLCCC: 9/23/09 Revised 04/26/2010 rwm%h E %V'ff I !w ift 10 -1 f. 3� A R C H I T E C T S Design Group Inc. October 19, 2016 St. Lucie County Planning & Development Services Building & Code Regulation Division County 2300 Virginia Avenue Fort Pierce, FL. 34982 Attn: Building Plan Examiner RE: Standard Pacific Homes Riverbend Lot 21 Permit No. # BLDG 1512-0411 Dear Sir/Madam, This letter serves as revisions to drawings: 1. Revised home to sealed attic per builder. A. Attic vent calculations crossed off as they are not applicable. See delta 1 on sheet RPD. B. Added R-20 spray foam insulation at roof trusses and removed R-30 blown -in insulation at ceiling. See delta 1 on sheets D1, D2 and D3. If you have any questions please contact me at (407) 774-6078. Sincerely, James Cantwell Florida Architect #12079 m ' wW MA qoj I 'f i dd i C } 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA0003325 www.abdesigngroup.com FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation Residential Performance Method Project Name: Standard Pacific RB Wentworth Lot 21 Builder Name: Standard Pacific Homes Street: 3108 NW Radcliffe Way Permit Office: Port St Lucie City, State, Zip: Port St Lucie, FL , Permit Number: Owner: Standard Pacific Homes Jurisdiction: 461100 Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (6556.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 6023.40 ft2 b. Frame - Wood, Adjacent R=11.0 373.45 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Adjacent R=4.1 160.05 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (3300.0 sqft.) Insulation Area 5. Is this a worst case? No a. Cathedral/Single Assembly (Unvented) R=20.0 3300.00 ft2 6. Conditioned floor area above grade (ft2) 5903 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Wiindows(931.2 sgft.) Description Area a. Sup: AC,1 Club Room Living Room Bed, Ret: AC 6 175 a. U-Factor: Sgl, U=1.07 414.07 ft2 b. Sup: AC 2 Family Kitchen Dining Foy, Ret: AC 2 6 150 SHGC: SHGC=0.30 c. Sup: AC 3 Second Floor, Ret: AC 3 Second Floor, 6 275 b. U-Factor: Sgl,:U=1.00 258.99 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 30.0 SEER:14.00 b. Central Unit 45.5 SEER:14.00 c. U-Factor: Sgl, U=1.05 240.00 ft2 c. Central Unit 41.0 SEER:14!00 SHGC: SHGC=0.28 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 18.18 ft2 a. Electric Heat Pump 29.6 HSPF:8.20 SHGC: other (see details) b. Electric Heat Pump 45.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.566 ft. c. Electric Heat Pump 38.5 HSPF:8.20 Area Weighted Average SHGC: 0.301 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (3300.0 sqft.) Insulation Area EF: 3.100 a. Slab -On -Grade Edge Insulation R=0.0 3300.00 ft2 b. Conservation features b. N/A R= ft2 - None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 142.71. Glass/Floor Area: 0.158PASS Total Baseline Loads: 153.69 I hereby certify that the plans and specificati Ins covered by Review of the plans and ST,gr� this calculation are in compliance with the F onda Energy specifications covered by this Oa.ZHB _ p Code. Digitally signed by Chris Wildroudt calculation indicates compliance h ri s DN: cn=Chris Wildroudt, c--US, o=Engineered Air, LLC, ou=Sales PREPARED BY: with the Florida Energy Code. Before construction is completed rrnr '��; :. " •'.� „ O DATE: ci rn 1 1 �emall2chdswaengineeredaldlacom this building will be inspected for compliance with Section 553.908 - -'t}i �`; ..,• Date:2016Ao.1a11sss7-oa'oo' fy g, as desi ed, is in compliance I herebycertify that this building, the Florida Energy Code. Florida Statutes. CODy'i¢ with OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler certified factory -sealed in accordance with R403.2.2.1. - Compliance requires'an Air Barrier and Insulation Inspection Checklist ini ��,¢s, test report in accordance with R402.4.1.2. �1''�',T�� m,' r gs t.a 10/18/2016 11:38 AM EnergyGauge® USA - FlaRes2014 Section h�lop� leakage �, Yj Nita I-�,�s Z ;Page 1 of 6 G• � � ... 13el:4M■ Z(11LI&lIii[1 PROJECT Title: Standard Pacific RB Wentwort Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 5903 Lot # - 21 Owner: Standard Pacific Homes Total Stories: 2 Block/SubDivision: Riverbend # of Units: 1 Worst Case: No PlatBook: Builder Name: Standard Pacific Homes Rotate Angler 0 Street: 3108 NW Radcliffe Way Permit Office: Port St Lucie Cross Ventilation: County: St. Lucie Jurisdiction: 461100 Whole House Fan: City, State, Zip: Port St Lucie , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE 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_ST LUCIE CO_INTL 2 39 90 I 70 75 722 62 Low BLOCKS Number Name Areal Volume 1 Blockl 1465 15631.6 2 Block2 1835 26142.3 3 Block3 2603 24286 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AC 1 Club Room Li 1465 15631.5 No 3 1 1 Yes Yes' Yes 2 AC 2 Family Kitche 1835 26142.3 Yes 3 0 1 Yes Yes Yes 3 AC 3 Second Floor 2603 24286 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value , Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AC 1 Club Room 173 ft 0 1465 ftz __ 0 0 1 2 Slab -On -Grade Edge Insulatio AC 2 Family Kitch 183 ft 0 1835 ftZ ___ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3574 ft' 0 ft2 Light 0.5 No 0.5 No 20 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic brivented 0 3300 ftZ N N 10/18/2016 11:38 AM EnergyGauge0 USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Unvet&M Family Kitch 20 697 ft2 0.11 Wood 2 Cathedral/Single Assembly (Unvet4b6 Second Flo 20 2603 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ;a nrnt To Space Wall TVPe R-Vall le Et In Ft In Area RA/Mile Eract*on Ahqnr Cr;irfp% 1 E Exterior Concrete Block - Int InsAC 1 Club Ro 4.1 9 0 10.67 0 96.0 ft2 0.3 0 0.3 0 2 S Exterior Concrete, Block - Int InsiNC 1 Club Ro 4.1 56 0 10.67 0 597.5 ft2 0.3 0 0.3 0 3 W Exterior Concrete Block - Int InS9IC 1 Club Ro 4.1 22 0 10.67 0 234.7 ft2 0.3 0 0.3 0 4 W Exterior Concrete Block - Int InS9IC 1 Club Ro 4.1 29.5 0 10.67 0 314.8 ft2 0.3 0 0.3 0 5 N Exterior Concrete Block - Int InsiNC 1 Club Ro 4.1 14.5 0 10.67 0 154.7 ft2 0.3 0 0.3 0 6 N Exterior Concrete Block - Int InS9IC 1 Club Ro 4.1 14 0 10.67 0 149.4 ft2 0.3 0 0.3 0 7 E Garage Frame - Wood AC 1 Club Ro 11 16 0 10.67 0 170.7 ft2 0.3 0 0.3 0 8 E Garage Concrete Block - Int InsAC 1 Club Ro 4.1 6 0 10.67 0 64.0 ft2 0.3 0 0.3 0 9 S Garage Frame - Wood AC 1 Club Ro 11 6 0 10.67 0 64.0 ft2 0.3 0 0.3 0 10 E Exterior Concrete Block - Int InsL AC 2 Family 4.1 12 0 10.67 0 128.0 ft2 0.3 0 0.3 0 11 E Exterior Concrete Block - Int InsL AC 2 Family 4.1 12 0 10.67 0. 128.0 ft2 0.3 0 0.3 0 12 E Exterior Concrete Block - Int Inst AC 2 Family 4.1 9 0 10.67 0 96.0 ft2 0.3 0 0.3 0 13 S Exterior Concrete Block - Int InsuAC 2 Family 4.1 18 0 21.67 0 390.1 ft2 0.3 0 0.3 0 14 W Exterior Concrete Block - Int InsL AC 2 Family 4.1 30 0 10.67 0 320.1 ft2 0.3 0 0.3 0 15 W Exterior Concrete Block - Int InsuAC 2 Family 4.1 22.5 0 21.67 0 487.6 ft2 0.3 0 0.3 .0 16 N Exterior Concrete Block - Int InsuAC 2 Family 4.1 19 0 21.67 0 411.7 ft2 0.3 0 0.3 0 17 N Exterior Concrete Block - Int InsL AC 2 Family 4.1 38.5 0 10.67 0 410.8 ft2 0.3 0 0.3 0 18 E Garage Concrete Block - Int InsL AC 2 Family 4.1 9 0 10.67 0 96.0 ft2 0.3 0 0.3 0 19 E Garage Frame - Wood AC 2 Family 11 13 0 10.67 0 138.7 ft2 0.3 0 0.3 0 _20 E Exterior Concrete Block - Int InsiNC 3 Second 4.1 70 0 9.33 0 653.1 ft2 0.3 0 0.3 0 _21 S Exterior Concrete Block - Int Ins0NC 3 Second 4.1 59 0 9.33 0 550.5 ft2 0.3 0 0.3 0 22 W Exterior Concrete Block - Int InsiNC 3 Second 4.1 22 0 9.33 0 205.3 ft2 0.3 0 0.3 0 23 W Exterior Concrete Block - Int InsiNC 3 Second 4.1 29.5 0 9.33 0 275.2 ft2 0.3 0 0.3 0 24 N Exterior Concrete Block - Int Ins91C 3 Second 4.1 45 0 9.33 0 419.9 ft2 0.3 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft ( In Ft In 1 E Insulated AC 1 Club Ro None .4 2.7 8 21.4 ft2 WINDOWS 'Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 '10 ft 0 in 2.67 ft 0 i None None 2 E 1 Metal Low-E Single Yes 1 0.32 9.0 ft2 7 ft 0 in 1 ft 0 in None None 3 S 2 Metal Low-E Single Yes 1 0.32 13.3 ft2 1 ft 0 in 14.5 ft 0 i None None 4 S 2 Metal Low-E Single Yes 1.07 0.3 61.6 ft2 10 ft 0 in 14.5 ft 0 i None None 5 S 2 Metal Low-E Single Yes 1.07 0.3 9.2 ft2 1 ft 0 in 14.5 ft 0 i None None 10/18/2016 11:38 AM EnergyGauge® 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 # Ornt ID Frame Panes NFRC U-Factor SHGC _ Area Depth Separation Int Shade Screening 6 W 4 Metal Low-E Single Yes 1.07 0.3 18.4 ft2 1.3.5 ft 0 i 2 ft 0 in None None 7 W 4 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 13.5 ft 0 i 2 ft 0 in None None 8 W 4 Metal Low-E Single Yes 1 0.32 35.0 ft2 13.5 ft 0 i 2 ft 0 in None None 9 N 5 Metal Low -E Single , Yes 1.07 0.3 9.2 f12 1 ft 0 in 14.5 ft 0 i None None 10 N 6 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 29.5 ft 0 i 2 ft 0 in None None 11 E 10 Metal Low-E Single Yes 1 0.32 9.0 ft2 12 ft 0 in 1 ft 0 in None None 12 E 10 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 12 ft 0 in 2.67 ft 0 i None None 13 E 11 Metal Low-E Single ' Yes 1 0.3 9.2 ft2 1 ft 0 in 1.33 ft 0 i None None 14 E 12 Metal Low-E Single Yes 1.05 0.32 9.0 ft2 7 ft0 in 1 ft0 in None None 15 E 12 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 7 ft 0 in 2.33 ft 0 i None None 16 S 13 Metal Low-E Single Yes 1.05 0.28 30.0 f12 29.5 ft 0 i 2 ft 0 in None None 17 W 14 Metal, Low-E Single Yes 1.07 0.3 18.4 ft2 13.5 ft 0 i 2 ft 0 in None None 18 W 14 Metal Low-E Single Yes 1.05 0.28 30.0 ft2 13.5 ft 0 i 2 ft 0 in None None 19 W 14 Metal Low-E Single Yes 1 0.32 35.0 ft2 13.5 ft 0 i 2 ft 0 in None None 20 W 15 Metal Low-E Single Yes 1.07 0.3 61.6 ft2 1 ft 0 in 14.5 ft 0 i None None 21 W 15 Metal Low-E Single Yes 1 0.32 61.6 ft2 1 ft 0 in 8 ft 0 in None None 22 W 15 . Metal Low-E Single Yes 1 0.32 61.6 ft2 1 ft 0 in 1.5 ft 0 in None None 23 N 16 Metal Low-E Single Yes 1.07 0.3 18.4 ft2 1 ft 0 in 14.5 ft 0 i None None 24 N 16 Metal Low-E Single Yes 1.07 0.3 18.4 ft2 1 ft 0 in 1.5 ft 0 in None None 25 N 17 Metal Low-E Single Yes 1.07 0.3 30.8 ft2 1 ft0 in 14.5 ft 0 i None None 26 N 17 Metal Low-E Single Yes 1.07 0.3 18.4 ft2 1 ft 0 in 14.5 ft 0 i None None 27 E 20 Metal Low-E Single Yes 1.07 0.3 32.3 ft2 1 ft 0 in 1.5 ft 0 in None None 28 S 21 Metal Low-E Single Yes 1.07 0.3 9.2 ft2 1 ft 0 in 1.5 ft 0 in None None 29 S 21 Metal Low-E Single Yes 1.07 0.3 27.5 ft2 1 ft 0 in 1.5 ft 0 in None None 30 S 21 Metal Low-E Single' Yes 1 0.32 25.0 ft2 1 ft 0 in 1.5 ft 0 in None None 31 S 21 Metal Low-E Single' Yes 1 0.32 9.5 ft2 1 ft 0 in 1.5 ft 0 in None None 32 W 22 Metal Low-E Single Yes 1.07 0.3 48.5 ft2 1 ft 0 in 1.5 ft 0 in None None 33 W 23 Metal Low-E Single, Yes 1.07 0.3 32.3 ft2 13.5 ft 0 11.5 ft 0 in None None 34 W 23 Metal Low-E Single i Yes 1.05 0.28 30.0 ft2 13.5 ft 0 i 1.33 ft 0 i None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 1006.984 ft2 1006 ft2 125 ft 10.67 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 i 5505 302.22 568.36 .3195 5 10/18/2016 11:38 AM . EnergyGauge® USA - FlaRes2014.Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 29.6 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 45 kBtu/hr 2 sys#2 3 Electric Heat Pump Split HSPF:8.2 38.5 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 1000 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 14 45.5 kBtu/hr 1600 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 14 41 kBtu/hr 1400 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 3.1 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM i FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftZ 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 AC 1 Club Ro 6 175 ftZ AC 1 Club Ro 45 ftZ Default Leakage AC 1 Club (Default) (Default) 1 1 2 AC 2 Family 6 150 ft' AC 2 Family 15 ft' Default Leakage AC 2 Famil (Default) (Default) 2 2 3 AC 3 Second 6 275 ft2 -AC 3 Second 60 ft' Default Leakage AC 3 Secon (Default) (Default) 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin HJan Feb Mar HFeb Mar Apr [ Apr [ May Jun X Jul ri Auge May Jun Jul AuSep E Oct Oct[X] ec X Dec Ventin Jan Feb X Mar A r [ Ma _ Jun Jul Aug Se O XNov X Nov [ Dec 10/18/2016 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM Renr._7nlA Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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 10/18/2016 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 93 The lower the! EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family i 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U-Factor: Sgl, U=1.07 SHGC: SHGC=0.30 b. U-Factor: Sgl, U=1.00 SHGC: SHGC=0.32 c. U-Factor: Sgl, U=1.05 SHGC: SHGC=0.28 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. 3108 NW Radcliffe Way, Port. St Lucie, .FL, New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. Concrete Block - Int Insul, Adjacent A d. N/A No 5903 Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= Insulation Area R=4.1 6023.40 ft2 R=11.0 373.45 ft2 R=4.1 160.05 ft2 R= ft2 10. Ceiling Types Insulation Area a. Cathedral/Single Assembly (Unvented) R=20.0 3300.00 ft2 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 414.07 ft2 a. Sup: AC 1 Club Room Living Room Bed, Ret: AC 6 175 b. Sup: AC 2 Family Kitchen Dining Foy, Ret: AC 2 6 150 258.99 ft2 c. Sup: AC 3.Second Floor, Ret: AC 3 Second Floor, 6 275 12. Cooling systems kBtu/hr Efficiency 240.00 ft2 a. Central Unit 30.0 SEER:14.00 b. Central Unit 45.5 SEER:14.00 18.18 ft2 c. Central Unit 41.0 SEER:14.00 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 29.6 HSPF:8.20 7.566 ft. b. Electric Heat Pump 45.0 HSPF:8.20 0.301 c. Electric Heat Pump 38.5 HSPF:8.20 Area 14. Hot water systems 3300.00 ft 2 a. Electric Cap: 50 gallons EF: 3.1 ft2 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant4eatures. Builder Signature: Date: 21 b Address of New Home: 310b NV11 Wdl City/FL Zip: 1J, � 3 *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. 10/18/2016 11:38 AM EnergyGauge® USA - FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Stan Pac RB Wentworth Model HVAC Load Calculations for Standard Pacific Homes Nq (1�7f Rhvac is an ACCA approved Manual J and Manual D computer program 's_, Calculations are performed per ACCA Manual J 8th Edition, Version 2'; ar5d Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Engineered Air, LLC ® Stan Pac RB Wentworth Model Pompano Beach, FL 33064 Page 2 Pro "ect Report.. General:Pro ecfJnformation ., : . '# Project Title: Stan Pac,RB Wentworth Model Designed By: Greg Bolinsky Project Date: Thursday, May 1, 2014 Client Name: Standard Pacific Homes Company Name: Engineered Air LLC Company Representative: Greg Boli'nsky Company Address: 2520 N Andrews Ave Ext Company City: Pompano Beach, FL 33064 Company Phone: 954 974-7277 Company Fax: 954 973-1883 Company Comment: Desi' n Dafd' =:' tr6rx * �.. Reference City: Fort Pierce, Florida Building Orientation: House faces East Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 n/a n/a 70 n/a Summer: 90 78 59% 50% 75 61 fi "l- = �w. k,CheckaF.-ue�r . a 'd t r ,:`•are s t '4 Total Building Supply CFM: 3,876 CFM Per Square ft.: 0.657_ Square ft. of Room Area: 5,903 Square ft. Per Ton: 690 Volume (ft) of Cond. Space: 59,497 Buildin Loads` :.... Total Heating Required Including Ventilation Air: 70,308 Btuh 70.308 MBH Total Sensible Gain: 85,191 Btuh 83 % Total Latent .Gain: 17,419 Btuh 17 % Total Cooling Required Including Ventilation Air: 102,609 Btuh 8.55 Tons (Based On Sensible + Latent) tNotes Rhvac is an ACCA approved Manual J'and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Stan Pac RB .Wentworth Model.rh9 Tuesday, May 06, 2014, 10:04 AM I Rhvac - Residential & Light Commercial HVAC Loads Elite.Software Development, Inc. Engineered Air, LLC ® Stan Pac RB Wentworth Model Pompano Beach, FL 33064 Page 3 Total Building Suinma ..:Loads Componentm ;.. Area S'en '. Lat .x4: "Sen ,r Total'. Descri Lion QuaAn Loss Gain. Gain, GUIn, Lo-E French Door: Glazing-Low-E French Door, u-value 96 2,068 0 2,034 2,034 0.77, SHGC 0.22 Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 296.1 3,315 0 7,351 7,351 0.4, SHGC 0.31 Lo-E operable: Glazing-Low-E Operable Glass, u-value 624.6 10,507 0 15,159. 15,159 0.6, SHGC 0.31 Lo-E Fixed: Glazing-Lo-E Insulated Tinted Impact Fixed 56 628 0 702 702 Glass, u-value 0.4, SHGC 0.31 Lo-E French Door: Glazing-Low-E French Door, u-value 96 2,068 0 2,000 2,000 0.77, SHGC 0.22 Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 74 830 0 928 928 0.4, SHGC 0.31 Lo-E French: Glazing-Lo-E Insulated Tinted Impact 288 5,640 0 5,608 5,608 French Door, u-value 0.7, SHGC 0.19 11J: Door -Metal - Fiberglass Core 1 21.4 192 0 192 192 13A-4ocs: Wall -Block, board insulation only, R-4 board 4492.7 17,988 0 9,828 9,828 insulation, open core, siding finish 12B-Obw: Part -Frame, R-11 insulation in 2 x 4 stud 213.4 310 0 310 310 cavity, no board insulation, brick finish, wood studs 13A-4ocs: Part -Block, board insulation only, R-4 board 160.1 343 0 343 343 insulation, open core, siding finish 1213-0sw: Part -Frame, R-11 insulation in,2 x 4 stud 138.7 202 0 202 202 cavity, no board insulation, siding finish, wood studs 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 3300 2,402 0 4,290 4,290 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 356 9,859 0 0 0 insulation below floor, any floor cover, passive, light d soil Subtotals for structure: 56,352 0 48,947 48,947 People: 10 3,000 2,800. 5,800 Equipment: 7,500 10,600 18,100 Lighting: 835 2,847 2,847 Ductwork: 6,328 1,568 7,667 9,235 Infiltration: Winter CFM: 248, Summer CFM: 129 7,628 5,351 2,124 7,475 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 10,205 10,205 _ _ _ Total Building Load Totals: 70,308 17,419 85,191 102,609 Check Fi u�res Total Building Supply CFM: 3,876 CFM Per Square ft.: 0.657 Square ft. of Room Area: 5,903 Square ft. Per Ton: 690 Volume (ft3) of Cond. Space: 59,497 BTiliiinq Loads Total Heating Required Including Ventilation Air: 70,308 Btuh 70.308 MBH Total Sensible Gain: 85,191 Btuh 83 % Total Latent Gain: 17,419 Btuh 17 % Total Cooling Required Including Ventilation Air: 102,609 Btuh 8.55 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Stan Pac RB Wentworth Model.rh9 Tuesday, May 06, 2014, 10:04-AM Rhvac - Residential & Light Commercial HVAC Loads Elite,Software Development, Inc. Engineered Air, LLC ® Stan Pac RB Wentworth Model 'Pom ano Beach, FL 33064 Page 4 S stem 1 Room Load. Summa, Min Run IHCCI Mire rt aRoom ni4rea, SSerisHtg . Duct T= Duct Sens Late zClg Syss SF`�`". Btuh..FIR No,Name ,;FM�.;aS��Ue ---Zone 1--- 1 AC 1 - Club 1,465 21,066 274 9-6 536 20,822 3,906 947 947 Room, Living Room & Bedroom 5 _ Duct Latent 386 _ _ Svstem 1 total 1,465 21,066 _ 274 20,822 4,292 947 947 System 1 Main Trunk Size: 12x14 in. Velocity: 812 ft./min Loss per 100 ft.: 0.106 in.wg 0_ooIih S stdm Summa `' Cooling. Sensible/Latent Sensible "Latent Tofal Tons r S ht .� Btuh; •n :_ ,,, _ ._ : Bfuh : - ;,..: Btuhn Net Required: 2.09 ! 83% / 17% 20,822, 4,292 25,114 Actual: 2.40 75% / 25% 21,60.0 7,200 28,800 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25H BC530A**30 25H BC530A**30 Indoor Model: FX4DN(B,F)031 L Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15.2 SEER Sound: 0 0 Capacity: 28,200 Btuh 28,800 Btuh Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 7,200 Btuh AHRI Reference No.: n/a 7017565 This system's equipment was selected yin accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 78F, WODB: 42F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 20,822 Btuh, Lat. gain: 4,292 Btuh, Selli. loss: 21,066 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, CIg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 947 CFM, Req. htg. airflow: 274 CFM C:\ ...\Stan Pac RB Wentworth Model.rh9 Tuesday, May 06, 2014, 10:04 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Engineered Air, LLC ® Stan Pac RB'Wentworth Model Pompano Beach, FL' 33064 Page 5 S stem. 2 Room Load. Summary `�Htg ;:Min Run Run Clg Clg -Min * �'H z`a l l,, rs'1' Room Area' Sens Ht Duct Duct , *Sens° x Lat > . CI S. s £;No°NameSF Btuh ^CFMy„ 'Si e' �.Vel Bttih4y xTBtuh" CFM , t .CFM ---Zone 1--- 2 AC 2 -Family 1,835 28,063 . 365 15-6 544 35,224 5,611 1,603 1,603 Room, Kitchen, Dining & Foyer Duct Latent 555 System 2 total 1,835_ 281063 365_____ _35,224 6,166 1,603 1,603 System 2 Main Trunk Size: 98x18 in. Velocity: 712 ft./min Loss per 100 ft.: 0.054 in.wg fl'C.00lin , "S stern; Sumrna .' p, ., - �� '� €... : Cooling. Sensible`%Latent Sensible Latent l otaf Btuh.fi Net Required: 3.45 85%/ 15% 35,224 6,166 41,390 Actual: 3.96 75%/ 25% 35,625 11,875 47,500 , 6 merit Heatinq System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC548A**30 25HBC548A**30 Indoor Model: FX4DN(B,F)049L Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: 0 0 Capacity: 45,500 Btuh 47,500 Btuh Sensible Capacity: n/a 35,625 Btuh Latent Capacity: n/a 11,875 Btuh AHRI Reference No.: n/a 6936854 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 78F, WODB: 42F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain:. 35,224 Btuh, Lat. gain: 6,166 Btuh, Sen. loss: 28,063 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1603 CFM, Req. htg. airflow: 365 CFM C:\ ...\Stan Pac RB Wentworth Model.rh9 Tuesday, May 06, 2014, 10:04 AM Rhvac - Residential & Light Commercial HVAC Loads . Elite Software Development, Inc. Engineered Air, LLC. ® Stan Pac RB Wentworth Model Pom ano Beach, FL 33064 Page 6 S stem 3 Room: Load. Summary' . WlMn Run Run Clg ClginRoom Area Seng Ll ct,�)UctM� Size,.� Btuh CFM,- CFM� s, ,hUel�-. , _ sBtuh ---Zone 1--- 3 AC 3 - Second 2,603 21,179 275 13-6 519 29,144 6,334 1,326 1,326 Floor Duct Latent 626 System 3 total 2,603 21,179 275 —_ _ _ 29,144 _6,960 1,326 1,326 System 3 Main Trunk Size: 12x19 in. Velocity: 837 ft./min Loss per 100 ft.: 0.096 in.wg GooIM S stem S_umma, . ;a ; , ' ;, sF Cooling, Sensible/Latent Sensible Latent Total* _. Tons . y Slit j : " Btuh _ ... . Btuh BtuhQ _ Net Required: 3.01 81 % / 19% 29,144 6,960 36,105 Actual: 3.46 75% / 25% 31,125 10,375 41,500 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC542A**30 25HBC542A**30 Indoor Model: FX4DN(B,F)043L Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: 0 0 . Capacity: 42,000 Btuh 41,500 Btuh Sensible Capacity: n/a 31,125 Btuh Latent Capacity: n/a 10,375 Btuh AHRI Reference No.: n/a 6936853 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODS: 90F, SOWB: 78F, WODB: 42F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 29,144 Btuh, Lat. gain: 6,960 Btuh, Sen.. loss: 21,179 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1326 CFM, Req. htg. airflow: 275 CFM C:\ ...\Stan Pac RB Wentworth Model.rh9 Tuesday, May 06, 2014, 10:04 AM Ct. AIA DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100-THERMAL INSULATION REPORT HOLDER: DEMILEC (USA) INC. 3315 EAST DIVISION STREET ARLINGTON, TEXAS 76011 EVALUATION SUBJECT: SEALECTIOW 500 SPRAY -APPLIED POLYURETHANE FOAM INSULATION ICC ]CC ICC PMG LIST Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy�dlr it + Can (WSSPCJ Award in Excellence" ICC-ES Evaluation Reports are not to .be construed as representing a'gfW�k any other attri spec fcally addressed, nor are they to bye construued as an endorsementof the s :rbject of the rej recommendation for its use. There is no ivarranty by ICC Evaltiation Service, LLC, express or in to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. ICC-ES Evaluation Rep.olht ESR=1172 Reissued February 2016 This report is subject to renewal February 2017. wwwAcc-es.oru (800) 423=6587 (562) 699-0543 A Subsidiary of'the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00 Thermal Insulation REPORT HOLDER: DEMILEC (USA) INC. 3315 EAST DIVISION STREET ARLINGTON, TEXAS 76011 (817) 640-4900 www.demliecusa.com. info .dedtilecusa.00m, EVALUATION SUBJECT: SEALECTION® 500 SPRAY -APPLIED POLYURETHANE FOAM INSULATION 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2015, 2012 and 2009 International Building Code® (IBC) ■ 2015, 2012 and 2009 International Residential Code® (IRC) ■ 2015, 2012 and 2009 International Energy Conservation Code® (IECC) ■ 2013 Abu Dhabi.lntemational Building Code (ADIBC)t rThe ADIBC Is based on the 2009 IBC. 2009 IBC code sections referenced In this report are the same sections in the ADIBC. P Other Codes (see Section 8.0) Properties evaluated: ■ Surface -burning characteristics • Physical.properties ■ Thermal resistance ■ Attic and crawl space installation ■ Air permeability ■ Fire -resistance -rated construction ■ Exterior walls in Type I through IV construction 1.2 Evaluation to the following green green standard: ■ 2008 ICC 700 National Green Building StandardT"11 (ICC 700-2008) Attributes verified: ■ See Section 2.0 2.0 USES material in Type I, II, III, IV and Type V construction under the IBC and in dwellings under the IRC. The insulation is for use in wall cavities, floor/ceiling assemblies, or attics and crawl spaces when installed in accordance with Section 4.0.. Under the IRC and the 2015 IBC, the insulation may be used as air -impermeable insulation when installed in accordance with Section 3.4. The insulation may be used in nonload-bearing, fire -resistance - rated walls when construction is in accordance with Section 4.5. The attributes of the insulation have been verified as conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental `information as guidance. 3.0 DESCRIPTION 3.1 Materials: SEALECTION® 500 spray -applied foam insulation is semirigid, low -density, polyurethane foam plastic that is installed as a component of floor/ceiling and wall assemblies. The insulation is a two -component spray foam plastic with a nominal in -place density of 0.5 pcf (8 kg/m). The insulation is produced in the field by combining a polymeric isocyanate (A-PMDI component, A -Side ISO) with a polymeric resin (SEALECTION® 500 B-Side component). The insulation liquid components are supplied in 55-gallon (208 L) drums and/or 250-gallon (046 L) totes and must be stored at temperatures between 50°F (10°C) and 100T (38eC). The liquid components .have a shelf life of one year when stored in factory -sealed containers at these temperatures. 3.2 Surface -burning Characteristics: The insulation, at .a maximum thickness of 6 inches (152 mni) and a nominal density of 0.5 pcf (8 kg/m), has a -flame-spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with ASTM E84. Greater thicknesses are recognized as described in Sections 4.3 and 4.4. SEALECTION® 500 thickness is not limited when separated from the interior of the building by a prescriptive thee -Mal barrier as complying with the IBC or IRC and as described in Section 4.3.1. 3.3 Thermal Resistance, R-values: SEALECTION® 500 spray -applied polyurethane foam The insulation has thermal resistance (R-value) at a mean insulation is used as a nonstructural thermal insulating temperature of 75OF (24°C) as shown in Table 1. lCC-ES Evahtatton. Reports are not to be construed as representing aestl{etics or any other attributes not spectftcally addressed nor are they to be construed 116015 /� its on endba6ment of the stbjecrof the:report or a recommendation for its nse. There is no worranty by ICC Evaluation Service, LLC ecpress or implied, as :1 to anyfinding or other -natter In, this report, or as to, airy product covered by the report. Copyright© 2016 ICC Evaluation service, LLC. All rights reserved. Page 1 of 6 L ESR-1172 I Most Widely Accepted and Trusted Page 2 of 5 3.4 Air Permeability: SEALECTION® 500 spray -applied polyurethane foam insulation, at a minimum thickness of 3.0 inches (76 mm), is considered air -impermeable insulation in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, based on testing in accordance with ASTM E2178. 3.5 BlazelokTm IB4 Intumescent Coating: BlazelokTM 164 intumescent coating, manufactured by TPRZ Corporation, is a one -component, water -based liquid coating with specific gravity of 1.3. BlazelokTm 1B4 is supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one year when stored in factory -sealed containers at temperatures between 45OF (7°C) and 90OF (320C). 3.6 Blazelok rm TB Intumescent Coating: BlazelokTm TB intumescent coating, manufactured by TPRZ Corporation, is a one -component, water -based liquid coating with specific gravity of 1.3. BlazelokTm TB is supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one year when stored in factory -sealed containers at temperatures between 45°F (7°C) and 90OF (320C). 3.7 BlazelokTm TBX Intumescent Coating: BlazelokTm TBX intumescent coating, manufactured by TPRZ Corporation, is a one -component, water -based liquid coating with specific gravity of 1.4. BlazelokTM TBX is supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one, year when stored in factory -sealed containers at temperatures between 45°F (7°C) and 90OF (320C). 3.8 Andek Firegard Intumescent Coating: Andek Firegard intumescent coating, manufactured by Andek Corporation, is a one -component, water -based coating with specific gravity of 1.37. Andek Firegard is supplied in 5-gallon (19 L) pails and has a shelf life of one year when stored in factory -sealed containers at temperatures between 45OF (7°C) and 90°F (32°C). 3.9 No -Burn Plus XD Intumescent Coating: No -Burn® Plus XD intumescent coating, manufactured by No -Burn, Inc., is a translucent aqueous liquid in 1- and 5-gallon (3.8 and 18.8 L) pails and 55-gallon (208 L) drums. The coating has a shelf life of three years when stored in a factory -sealed container at temperatures between 40°F (4.5°C) and 90°F (321C). 3.10 DC 316 Fireproof Paint: DC 315, manufactured by International Fireproof Technology, Inc., is a one -component, water -based, liquid coating with a specific gravity of 1.3. DC 315 is supplied in 5-gallon (19 L) pails and/or 55-gallon drums and has a shelf life of one year when stored in unopened factory - sealed containers between 50°F (10°C) to 80°F (27°C). 4.0 INSTALLATION 4.1 General: SEALECTION® 500 spray -applied foam insulation must be installed in accordance with the Center for Polyurethane Industries Guidance on Best Practices for the Installation of Spray Polyurethane Foam, the manufacturer's published. technical data sheet and product application guide and this report. A copy of each document must be available at all times on the jobsite during installation. 4.2 Application: The SEALECTION® 500 insulation is spray -applied on the jobsite using a volumetric positive displacement pump as identified in the Demilec application guide. The insulation must be applied when the ambient temperature is greater than 23°F (-5°C); The insulation must not be used in areas that have a maximum in-service temperature greater than 180°F (821C). The foam plastic must not be used in electrical outlet or junction boxes or in contact with water, rain or soil. The foam plastic must not be sprayed onto a substrate that is wet, or covered with frost or ice, loose scales, rust, oil, or grease. The insulation must be protected from the weather during and after application. The insulation may be applied to the maximum thickness in a single pass. Where insulation is used as an air - impermeable insulation, such as in unvented attic assemblies under 2015 and 2012 IRC Section 'R806.5 (2009 IRC Section R806.4) or 2015 IBC Section 1203.3, the insulation must be installed at a minimum thickness of 3.0 inches (76 mm). 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: SEALECTION® 500 spray foam insulation must be separated from the interior of the building by an approved thermal barrier of 1/2-inch-thick (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable, except where insulation is in an attic or crawl space as described in Section 4.4. SEALECTION® 500 thickness is not limited when separated from the interior of the building by a prescriptive thermal barrier as complying with the IBC or IRC. 4.3.2, Application without a Prescriptive Thermal Barrier: The prescriptive 15-minute thermal barrier may be omitted when installation is in accordance with this section and Table 2. SEALECTION® 500 spray foam insulation and BlazelokTm TB, BlazelokTm TBX or DC 315 intumescent coating may be spray -applied to the interior facing of walls, the underside of roof sheathing or roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a prescribed 15-minute thermal barrier or ignition barrier. The foam plastic insulation thickness must not exceed thicknesses stated in Table 2. All foam surfaces must be covered with intumescent coating, described in Section 3.6, at the minimum thicknesses stated in Table 2. The intumescent coating must be spray -applied over the insulation in accordance with the coating manufacturer's instructions and this report at a rate stated in Table 2 to obtain the recommended minimum dry film thickness noted in this section. 4.4 Ignition Barrier -Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When SEALECTION® 500 spray foam insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so the foam plastic insulation is not exposed. SEALECTION® 500 spray - applied foam insulation as described in this section may be installed in unvented attics in accordance with 2015 IBC Section 1203.3 or 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4). 4.4.2 Application without a Prescriptive Ignition Barrier: 4.4,2.1 General: SEALECTION® 500 spray -applied foam insulation may be installed in attics and crawl spaces, V ESR-1172 I Most Widely Accepted and Trusted Page 3 of 5 without a prescriptive ignition barrier as described in IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, in accordance with Section 4.4.2.2, 4.4.2.3, 4.4.2.4, or 4.4.2.5, when all of the following conditions apply: a. Entry to the attic or crawl space is only to service utilities, and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air in the attic or crawl space is not circulated to other parts of the building. d. Under -floor (crawl space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. e. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air - impermeable insulation is permitted in unvented attics in accordance with 2015 IBC Section 1203.3 or 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4). f. ' Combustion air is provided in accordance with IMC (International Mechanical Code®) Section 701. 4.4.2.2 The insulation must be covered on all surfaces with a fire protective coating at the minimum thickness set forth in Table 3. 4.4.2.3 The maximum installed thickness of the insulation must not exceed the thicknesses set forth in Table 3. 4.4.2.4 The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. 4.4.2.5 Use on Attic Floors: SEALECTION® 500 spray - applied foam insulation may be installed at a maximum thickness between and over the joists in attic floors as set forth in Table 3. All exposed foam plastic surfaces must be covered with a minimum nominal thickness of the fire protective coatings as set forth in Table 3. The intumescent coatings must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. 4.5 One -hour Fire -resistance -rated Wall Assemblies (Nonload-bearing): SEALECTION® 500 foam insulation may be used as a component of a one -hour fire -resistance -rated, nonload- bearing wall assembly as described in this section (Section 4.5). 4.5.1 Interior and Exterior Face: One layer of 5/8-inch- thick (16 mm), Type X gypsum wallboard complying with ASTM C36 or ASTM C1396 is installed on the interior and exterior side of nominally 2-by-6, No. 1, Southern yellow pine wood studs spaced 16 inches (406 mm) on center. The wallboard is attached with 15/8-inch-long (41 mm), coarse -thread drywall screws located 8 inches (203 mm) on center along the perimeter and 12 inches on center (305 mm) in the field of the wallboard. Wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Fastener heads must also be treated with joint compound in accordance with ASTM C840 or GA-216. 4.5.2 Stud Cavity: A nominally 51/2-inch (140 mm) thickness of SEALECTION® 500 foam .insulation is spray - applied in all stud cavities. 4.6 Exterior Walls of Type I, II, Ill and IV Construction: When used on exterior walls of Type I, II, III and IV construction, the SEALECTION® 500 foam insulation must comply with Section 2603.5 of the IBC at a maximum thickness of 35/8 inches (92 mm), when installed per the manufacturer's published product application guide and this section. The potential heat of Demilec SEALECTION0 500 spray polyurethane foam insulation is 496 Btu/ft2 (5.6 MJ/m2) per inch of thickness when tested in accordance with NFPA 259. 4.6.1 Nonload-bearing NFPA 285-tested Wall Assembly: 4.6.1.1 Interior Face: One layer of 5/8-inch-thick (16 mm), Type X gypsum wallboard complying with ASTM C36 or ASTM C1396 is installed with the long dimension perpendicular to 35/8-inch-deep (92 mm), 20 gage steel studs spaced a maximum of 24 inches (609 mm) on center. The wallboard is attached with 11/4-inch-long (31.8 mm), bugle head screws located 8 inches (203 mm) on center along the perimeter and 12 inches on center (305 mm) in the field of the wallboard. Wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Fastener heads must also be treated with joint compound in accordance with ASTM C840 or GA-216. 4.6.1.2 Stud Cavity: SEALECTION® 500 foam insulation, in a maximum thickness of 35/8 inches (92 mm), is spray - ,applied in all stud cavities. 4.6.1.3 Exterior Face: One layer of 5/8-inch-thick (16 mm� GP DensGlas? sheathing attached to steel studs using 1 /4-inch-long (31.8 mm), self -tapping screws spaced 8 inches (203 mm) on center along the perimeter and 12 inches on center (305 mm) in the field of the sheathing. Details of the exterior wall covering must be provided by the report holder, designer or specifier to the code official, with a fire engineering analysis demonstrating that the addition of the wall covering will not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. 5.0 CONDITIONS OF USE SEALECTION® 500 spray foam insulation:described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The products must be installed in accordance with the Center for Polyurethane Industries "Guidance on Best Practices for the Installation of Spray Polyurethane Foam", the manufacturer's published technical data sheet and product application guide, this evaluation report and the applicable code. If • there are any conflicts between the manufacturer's published installation instructions and this report, this report governs. 5.2 The insulation must be separated from the interior of the building by an approved 1.5-minute thermal barrier, except when installation is as described in Sections 4.3.2 or 4.4.1 through 4.4.2.5. 5.3 The insulation must not exceed the thicknesses noted in Sections 3.2, 4.2, 4.3, 4.4, 4.5, and 4.6. 5.4 The insulation must be protected from exposure to weather during and after application. 5.5 The insulation must be applied ,by contractors authorized by Demilec (USA) Inc. 5.6 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IRC Section R318.4 or 2015 and 2009 IBC Section 2603.8 (2012 IBC Section 2603.9), as applicable. ESR-1172 I Most Widely Accepted and Trusted Page 4 of 5 5.7 When use is on exterior walls of buildings of Type I, II, 8.0 OTHER CODES III, and IV, construction must be as described in 8.1 Evaluation Scope: Section 4.6. 5.8 See Section 4.5 for the fire -resistance -rated wall assemblies. 5.9 Job'site certification and labeling of the insulation must comply with 2015 IRC Section N1101.10, 2012 IRC Section N1101.14, 2015 or 2012 IECC Sections C303.1, R303.1 and R401.3 [2009 IECC Section 303.1 and 401.3], as applicable, 5.10 The insulation is produced in Arlington, Texas, under a quality -control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the. ICC-ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated May 2015, including reports of tests in accordance with Appendix X. 6.2 Reports of fire propagation characteristics tests in accordance with NFPA 285. 6.3 Reports of air leakage testing in accordance with ASTM E283. 6.4 Reports of air permeance tests in accordance with ASTM E2178. 6.5 Reports of room corner tests in accordance with NFPA 286. 6.6 Reports of tests in accordance with ASTM E119. 6.7 Reports of potential heat tests in accordance with NFPA 259. 7.0 IDENTIFICATION Components of the spray foam insulation are identified with the manufacturer's name (Demilec (USA) Inc.), address and telephone number; the product name (SEALECTION® A-PMDI or SEALECTION® 500 B- Side); use instructions; the density; the flame -spread and smoke -developed indices; the date of manufacture; thermal resistance values; the evaluation report number (ESR-1172); and the name of the inspection agency (Intertek Testing Services NA). Each pail of the BlazelokTm I134 and the BlazelokTm TB or BlazelokTm TBX intumescent coating is labeled with the manufacturer's name (TPR2 Corporation), the product name, and use instructions. Each . pail of Andek Corporations Firegard intumescent coating is labeled with - the manufacturers name (Andek Corporation) and address, the product trade name, and use instructions. No -Burn® Plus XD intumescent coating is identified with the manufacturer's name (No -Burn, Inc) and address, the product trade name, and use instructions. Each pail of DC315 is labeled with the manufacturer's name (International Fireproof Technology Inc.), address, product trade name and use instructions. In addition to the codes referenced in Section 1.0, the products recognized in this report have also been evaluated in accordance with the following codes: ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ 2006 International Energy Conservation Code® (2006 IECC) ■ 2003 International Building Code (2003 IBC) ■ 2003 international Residential Code® (2003 IRC) ■ 2003 International Energy ' Conservation Code (2003 IECC) 8.2 Uses: The products comply with the above -mentioned codes as described in Sections 2.0 through 7.0 of this report except as noted below: ■ Application with a Prescriptive Thermal Barrier: See Section 4.3.1, except the approved thermal barrier must be installed in accordance with Section R314.4 of the 2006 IRC or Section R314.1.12 of the 2003 IRC. ■ Application without a Prescriptive Thermal Barrier: See Section 4.3.2. ■ Application with a Prescriptive Ignition Barrier: See Section 4.4.1, except attics must be vented in accordance with Section 1203.2 of the 2006 and 2003 IBC or Section R806 of the 2003 IRC, and crawl space ventilation must be in accordance with IBC Section 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. Additionally, an ignition barrier must be installed in accordance with Sections R314.5.3 or R314.5.3 of the 2006 IRC or Section R314.2.3 of the 2003 IRC, as applicable. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except attics must be vented in accordance with Section 1203.2 of the 2006 and 2003 IBC or Section R806 of the IRC, and crawl space ventilation must be in accordance with Section 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. ■ Protection against Termites: See Section 5.6, except use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with Section R320.5 of the 2006 IRC or Section R320.4 of the 2003 IRC. ■ Jobsite Certification and Labeling: See Section 5.9, except jobsite certification and labeling must comply with Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. i ESR-1172 1 Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE (R-VALUES) THICKNESS (inches) R-VALUE ('F.fe.h/Btu) . 1 3.8 3.5 13 4 15 5.5 21 7 27 9.5 36 10 38 11.5 44 14 52 For SI: 1 inch = 25.4 mm; 1 °F.W.h/Btu = 0.176 110 °K.m`/W. 'R-values are calculated based on tested K-'values at 1- and 4-inch thicknesses. . TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER Maximum Insulation Maximum Insulation Fire Protective Coating A lied to all Foam Surfaces Coating Thickness (in.) Thickness (in.) Minimum Coating Dry Minimum Coating Wet Minimum Vertical Surfaces Ceiling Surfaces Film Thickness mils Film Thickness mils Application Rate Blazelok TB 5 /2 10 14 25 1 al/82 ft Blazelok TBX 7 /2 11 /2 11 17 1 al/85 ft 1 DC315 7 /z 11 /z F 12 18 1 al/90 ft For SI: 1 inch= 25.4 mm; 1 gal = 3.785 L; 1 ftz = 0.093 m`. TABLE 3—ATTIC OR CRAWL SPACE ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRIER Maximum Insulation ! Maximum Insulation Fire Protective Coating Coating Thickness (in.) Thickness (in.) A lied to all Foam Surfaces Minimum Coating Dry Minimum Coating Minimum Vertical Surfaces and CeilingSurfaces Attic Floors Film Thickness Wet Film Thickness Application Rate Blazelok 1B4 9 /4 11 /4 5 9 1 al/175 Andek Fire and 9 /2 11 /2 10 20 9 al/100 ft No -Burn Plus XD 9 /2 11 /2 6 10 1 al/160 ft DC 315 772 11 /2 3 4 1 al/?? ft For SI: 1 inch= 25.4 mm; 1 gal = 3.785 L; 1 it' ,= 0.093 m`. N j SEALECTIONOI .49 Mmiuc Sealection 500 is a two component, open cell, spray applied, semi -rigid polyurethane foam system. This product is a fully water blown foam system with a low in -place density with excellent adhesion to various substrates and to itself. Sealection 500 incorporates the single phase solution technology_ developed by Demilec for excellent shelf life and consistent processing. Sealection 500 complies with the intent of the International Code Council's residential and commercial building codes for spray polyurethane foam plastic insulation. Sealection 500 has been approved by the EcoLogo (formerly Environmental Choice) Program of Canada and Is an NAHB Green Approved Product. Sealection 500 meets the USDA guidelines for incidental food contact. •o• ASTM D 1622 Density 0.45 - 0.5 Ib/ft- 7.2 - 8 kg/m' ASTM C 918 Aged Thermal Resistance (R-value @ 1 inch) 3.81 ft2h°F/BTU 0.67 KmZ/W Air Leakage (air impermeable IAW 2006, 2009 & 2012 IRC, IBC & IECC requirements) ASTM E 283 Air Permeance @ 75 Pa @ 3.5" Sustained wind load for 60 minutes @ 1000 Pa (90 mph wind) Gust wind load test @ 3000 Pa (160 mph wind) 0.001 L/sm2 No Damage No Damage ASTM E 2178 Air Permeance @ 50 Pa @ 3.5" Air Permeance @ 100 Pa @ 3.5" Air Permeance @ 3001Pa @ 3.5" 0.001 L/sm2 0.003 L/sm2 0.008 L/sm2 ASTM E 96 Water Vapor Permeance @ 3.5" Water Vapor Permeance @ 5.5" Water Vapor Permeance @ 7" Water Vapor Permeance @ 10" Qualifies as a Class III vapor retarder at normal installed thicknesses 6.33 perms 4.03 perms 3.17 perms 2.20 perms 362 ng/Pa•s•m2 231 ng/Pa•s•m2 181 ng/Pa•s•m2 126 ng/Pa•s•m2 ASTM E 413. Sound Transmission Class (STC) (see website for assembly specs) 49 - 51 ASTM C 423 Noise Reduction Coefficient (NRC) 75 CAN/ULC-S774-09 VOC Emissions Standard 24 hr re -occupancy time, 2 hour ventilation period before PPE is no longer required ASTM D 1621 Compressive Strength 0.7 psi 4.8 kPa ASTM D 1623 Tensile Strength 5.6 psi 38.6 kPa [FIRE TEST RESULTS Surface Burning Characteristics, 6" thick Class I ASTM E 84 Flame Spread Index 21 Smoke Developed 216 Ignition Barrier _ Compliant with 2006, 2009 & 2012 IBC and IRC, and ICC-ES AC-377 Appendix X, for use in attics and crawl spaces with: NFPA 286 BlazelokTM 164 at 3 mils dry film thickness, 5 mils wet film thickness, or Pass Andek Firegard at 10 mils dry film thickness,16 mils wet film thickness, or No Burn PIus.XD at 4 mils dry film thickness NFPA 286 Thermal Barrier - Compliant with the 2006, 2009 & 2012 IBC and IRC, as an interior finish without a 15 minute thermal barrier with Blazelok TBX at 11 mils dry filth thickness. Pass Compliant with the 2006, 2009 & 2012 IBC for exterior walls of Type I, 11, III and IV buildings of NFPA 285 any height. See ICC-ES ESR 1172, Section 4.6 for specific assembly. Contact the Demilec Pass Engineering Department for assistance with alternate assemblies. ASTM E 970 Sealection 500 may be left exposed on attic floors up to 14" thick. Pass. ASTM E 119 Non load-bearing,1 hour, wall assembly test. See ICC-ES ESR 1172, Section 4.5 for specific assembly. Contact the Demilec Engineering Department for assistance with alternate Pass assemblies. ASTM D 1929 Ignition Properties (spontaneous ignition temperature) 1040°F (560°C) -o Cream Time Gel Time Tack Free Time End of Rise 1- 2 seconds 3- 4 seconds 6- 7 seconds 6- 7 seconds 3315 E. Division Street, Arlington, TX 76011 Sealection 500 Technical Data Sheet Phone (817) 640-4900, Toll Free (877) 336-4532 Last Revision 9-22-16 Fax (817) 633=2000,1nfo@Demilec.com, www.Demilec.com Pagel of 2 SEALECTIONO '� O D p .I p PROPERTY }.- "' ,;,'" "" !`A.-PMDI ISQCYANATE_j 8ElLLECTki 0 RESIN , Color Brown Amber Viscosity @ 77°F (25°C) 180 - 220 cps 150 - 300 cps Specific Gravity 1.24 1.08 -1.12 Shelf Life of unopened drum properly stored 12 months 12 months. Storage Temperature 50 -100°F (10 - 38°C) 50 -100°F (10 - 38°C) Mixing Ratio (volume) 1:1 1.1 *See SDS for more information. [RE-L1,CfM'KIE"NEiEE5[PF;COCES51NG.'C-O,NDI-TIONS- Initial Recirculating Setpoint Temperature 90 -100°F 32 - 38°C Initial Primary Heater Setpoint Temperature 130OF 54°C Initial Hose Heat Setpoint Temperature 130°F 54°C Initial Processing Setpoint Pressure 1200 psi 8274 kPa Substrate & Ambient Temperature > 230F > -5°C Moisture Content'of Substrate s 19% s 19% Moisture Content of Concrete Concrete must be cured, dry and free of dust and form release agents. 'Foam application temperatures and pressures can vary widely depending on temperature, humidity, elevation, substrate, equipment and other factors. While processing, the applicator must continuously observe the characteristics of the sprayed foam and adjust processing temperatures and pressures to maintain proper cell structure, adhesion, cohesion and general foam quality. it is the sole responsibility of the applicator to process and apply Sealection 500 within specification. General Requirements: Equipment must be capable of delivering the proper ratio (1:1 by volume) of polymeric isocyanate (PMDI) and polyol blend at adequate temperatures and spray pressures, Substrate must be at least 5 degrees above dew point, with best processing results when ambient humidity is below 80%. Substrate must also be free of moisture (dew or frost), grease,. oil, solvents and other materials that would adversely affect adhesionof the polyurethane foam. Sealection 500 must be separated from the interior of the building by an approved thermal barrier or an approved finish material equivalent to a thermal barrier in accordance with applicable codes. Sealection 500 must be sprayed at a minimum thickness of 3" per. pass. This product must not be used whenthe continuous service temperature of the substrate or foam is below -60°F (-51°C) or above 180°F (82°C). Sealection 500 should.not be used In contact with bulk water, below grade or to cover flexible ductwork. Disclaimer: The Information herein is to assist customers in determining whether our products are suitable for their applications. We request that customers inspect and test our products before use and satisfy themselves as to contents and suitability. Nothing herein shall constitute a warranty, expressed or Implied, including any warranty of merchantability or fitness, nor is protection from any law or patent Inferred. All patent rights are reserved. The foam product.is combustible, and must be protected in accordance with applicable codes. Protect from direct flame and spark contact, around hot work for example. The exclusive remedy for all proven claims is replacement of our materials. \aSERrFjr . . � - NAHi3 �� • �1� , __. C E EMCFI� { C H7 US GREEN' �� n APPROVED - _ - 3315 E. Division Street, Arlington, TX 76011 Sealection 500 Technical Data Sheet Phone (617) 640-4900, Toll Free (877) 336-4532 Last Revision 9-22-16 Fax (817) 633-2000, Info@Demilec.com, www.Demilec.com Page 2 of 2 ROOF VENTILATION CALCULATION PER FBC R 806 \lREQ'UIfRED VENTILATION-23 S.F. T V NTIL4TION1L.F. x 2�18 L.F. = 30 S.F. GENER L NOTE: 3' L. CO TINUOUS SCREEN ' SOFFIT VENTING. VINYL SOFFIT ENT I"ROVIDIN 105 SQ. LIN ' OT VENT CA TLC S ® ) R00 VENTILATION CALCU TION PER FBC R 806 QUI.R. ED v= ENTILATI N: N4 SF 150 31 S.F.8 SO VETILATION FROM D: .10 S.F./L.F. x 333 L.F. = 35 S:F. Cx ERAL NOTE: 3 UJ: CONTINUOUS SCREENED SOF T ELATING. 3" VINYL SOFFIT VENT PROVIDING; .105 SQ. LIN FOOT FIRST <I _4 TYF b AL 4:12 TILE ROOF 4:12 4:12 1Lu— — — -- — — — — — :12 4:12 — — — — — — -- — — 4:12 4:12 q< 1 F- --� </l ( �� 4:12 I �P I 4:12 31 � I I I 1 -- — — -- — — —— --� i - tij� I I I I N_ II II \e I I — — _ --- 4:12 C ICK T 4:12 / RID E 4:12 -h OI4:12 I I I K +AhESUBJECT TOANY CCRRECTIONS ' -, w Design Group Inc L441 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 QRAFIING BY: A.B. DESIGN GROUP DRAFTING INC.. 1191,EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE h a r r Q q � a a i lW N k> o o J N f � h c m o r � - ,� i N m z — — REQUIRED BY, FIELD INSPECTORS THAT I ,ESSARY!NORDERTO �'UBDIV. Sc LOT: MAYBEMF�" 'f N C0mKy ! tr ALL,A ?L CABLE CODFP RIVE, RBEND T #21 � LNTy U`70 MPH EXP. C ST. LUCIE COOUNTY BUILDING D SION 1 REVIEWED FOR pROJET# RATEREVIEWED 03303.021 -ATE - � PLANS AND PE T MUST B KEPT ON JOB MODEL: OR NO INSPECTION WILL BE MADE. THE WENTWORTH 6812 E LE V. D GARAGE SWING: I TILE ROOF PAGE: CRICKET - CRICKET TILE ROOF ] OOF PLAN ELEVATION ST'. � 4:12 AUG. 4:12 4:12 -, I "` 4:12 ^� I \—TLE ROOF: ry r ARCHITECT: I STATE OF FLORIDA J { I (ROOF PLAN I I, I CANT-L J- `� — — — 4:12 u:, AN 05 19 2015 REVISION ATE: LINE OF DECO LINE OF DECO TRUSS EsELO U TRUSS BELOLU SCALE: D S O I I I I 4:12 4.12 12 L L--- -J v q� w I I "I q ti I I I I + I 4:12 -- ®�%ICI®Ilill��� iI ,r,�lll��llll���III►,�ii. �1111'l1111��1111�,�II�,lII��OIIIh iiall��ltll��tlli�i�r;.— - �i�p►\I�I�i� �- ]�Le8" CMU z" DRYWALL 111X4" OR 111X2" P:T. NAILER ll_1x4 P.T. OR 5/4"X4" MIN. SECURE THRU FRAME 4 EXTEND 1-Y4" INTO BLOCK W/ 3/fc," TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I-Y4' WITHIN 8" OF EACH END 4 18" O.G. MAX SPAGING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXGEED )/4") • ALL WOOD NEEDS TO BE P.T WHEN 1N CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB. TO BLOCK+3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR _ 5 4 A SCALE: 3/8"=1'-O" 2X4: cED SECURE TO BLOCK W/ 3U6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4" ) WITHIN 8" OF EACH END 4 IS" O.C. MAX SPACING. 2X9,:® ` SECURE TO BLOCK W/2-3/6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 8" CMU 18" O.G. MAX SPACING. y" DRYWALL 2X8: � ❑ I"X2" NAILER I "X4" OR F.T. SECURE TO BLOCK W/2-3/6" DOOR CASING TAPCONE, OR DRIVE5 PIN MIN. SHANK SIZE .14 MIN. HEAD SIZE _300 4 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFAGTURER'S DETAILS. IS` O.C. MAX SPACING. NOTES: • SHIM AS NEEDED TO F LUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: 3/8"=I'-O" 2X4:® SECURE TO BLOCK W/ TAPCONS OR DRIVE PI (MIN. SHANK SIZE .145 MIN. MEAD SIZE _300 MIN. EMBEDMENT 1 }'4") WITHIN 8" OF EACH N E END 4 NOTE: STRUCTURAL iall O.G. MAX SPACING. .2X MUST BE ON OUTSIDE 4 2X6zk SECURED THROUGH! SECURE TO BLOCK W/2-3/16 NON-STRUGTURAL 3/[6" 7,4PG,ON5 OR DRIVE FIN TAPCON MIN. I-Y4" (MIN. ;SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE .300 8" CMU MIN. EMBEDMENT 1 Y4") y" DR'T'WALL WITHIN 8" OF EACH END 4 18' OC- MAX SPAGING. X4" OR I"X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2 3/6 y6 O.S.B. X 4 MIN: TAPOONS OR DRIVE PI (MIN. SHANK SIZE .145 DOOR CASING f4_ATTACH MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") TO 2X PER WITHIN S" OF EACH END 4 MANUFACTURER'S DETAILS. 18" O.C. MAX SPAGING. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXGE5D Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +1-15/16" WIND@OW TO BLOCK +1-15/16' 2X4:cEi SECURE TO BLOCK W/ 3 TAPCONS OR DRIVE PI (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") 14 WITHIN 8" OF EACH END NOTE: STRUCTURAL 2X la" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xll I SECURED THROUGH SECURE TO BLOCK W/2-3/f6" NON-STRUCTURAL 3/6" TAPGONS OR DRIVE PINK TAPCONMIN. 1-Y4" - (MIN. SHANK SIZE .145 EMBEDMENT' INTO BLOCK. MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") 18" GMU WITHIN 0" OF EACH END 14 Yz' DRYWALL 18" O.G. MAX SPACING. 1 2X8:® ❑ I X4" OR 1"X2" P.T. NAILER SECURE TO BLOCK W/2-13/16" DOOR CASING TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT' 1)/4") ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURER'S DETAILS: 18 O.G. MAX SPAGING. NOTES: • SHIM AS N EDED TO PLUMB JAMB (DO NOT EXCE D /4") • ALL WOODINEEDS TO BE P.T. WHEN IN CONTACT WITH GMU WALL OR GONG. SLAB DOOR IAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4 0X4.® SECURE TO BLOCK W/ 3/f6 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1 '% WITHIN S" OF EACH END 4 NOTE: STRUCTURAL 2X 10" D.G. MAX SPACING. MUST BE ON; OUTSIDE 4 2XGcEm SECURED THROUGH SECURE TO BLOCK W/2-3/6"NON-STRUCTURAL 3/6" T,4PCONS OR DRIVE PIN TAPGON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE .300 - 8" CMU MIN. EMBEDMENT 1 Y41) %" DRYWALL WITHIN allOF EACH END 4 15" O.C. MAX SPACING. ❑ X4 OR I'X2" P.T. NAILER 2X5:® SECURE TO BLOCK W/2-3/6" TAPCONS` OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") DOCR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER' 15" O.G. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DC NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH GMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" 2X4 SECURE TO BLOCK W/ 3i,l TAPCONS OR DRIVE FIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xll SECURED THROUGH` SECURE TO BLOCK W/2-3/6" NON-STRUCTURAL 3/16" TAPCONS OR DRIVE PIN TAPCON MIN. 1-4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") 8" GMU WITHIN 8' OF EACH END 4 ORi'WALL 10" O.G. MAX SPACING. 2X8:® 1"X4" OR 1"X2" P.T. NAILER SECURE TO BLOCK W/2-3/16" 2ND 2X SECURE TO TAPCONS OR DRIVE PIN STRUCTURAL MEMBER (MIN. SHANK SIZE .145 W/(2)12d WITHIN 8" OF EACH MIN. HEAD SIZE .300 END 4 6" TO 8" O.C. MAX MIN. EMBEDMENT 1 Y4") DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW IS P O.C. MAX SACING. ATTACH TO 2X PER MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH GMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE:`3/8"=1'-O" ` TRUSS 3I 12D NAILS 4 EA. END 2X4 BRACE J BOX BRACE FOR CHANDELIER DETAIL NTS 2X4:® SECURE TO BLOCK W//4" TAPCONS OR DRIVE PN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 /a") NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH 2X6.® NON-STRUCTURAL 3/16" SECURE TO BLOCK W/1-1/4" TAPCON MIN.-Y4" 74f=CON5 OR DRIVE PIN EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4") Yz" DRYWALL WITHIN 8" OF EACH END 4 IS O.G. MAX SPACING. 2X8:, ® %" O.S.B. X 4 MIN. SECURE TO BLOCK W/1-1/4" X4 OR 1 X2" P.T. NAILER TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 -DOOR CASING MIN. HEAD 51ZE .300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 0 OF EACH END 4 ATTACH TO 2X PER la' O.C. MAX SPAGING. MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)/4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB TO BLOCK +3-7/16" WINDOW TO $LOCK +3-7/16" USGALE: 3/8"=1 -O 2X4:® SECURE TC BLOCK W/Y4" •TAPCONS OR DRIVE PIN 0-11N. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") NOTE: STRUCTURAL 2X WITHIN S" OF EACHEND 4 MUST BE ON OUTSIDE 4 8" O.G. MAX SPACING. 2Xro � SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL 3/I6" TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN EMBEDMENT I Y411) 8" Cl'1U WITHIN 8" OF EACH END 4 %" DRYWALL IS" O.C. MAX SPACING. ❑ 2X8: "X4" OR"X2" P.T. NAILER SECURE TO BLOCK W/1-1/4" P.T. X 4" MIN. TAPCONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE -300 MIN: EMBEDMENT Y4) DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)/4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB TO BLOCK +3 3/4 WINDOW TO BLOCK +3 3/4 U SCALE: 3/8" =1'-0" 1/2" PLYWOOD SHT. BOARD AIR SEAL GASKET 4'-& x 3' V BETWEEN WOOD CASING 4 GYP. BOARD, TYP. (1) LAYER OF GYP. BOARD I WOOD CASING AT SIDE ADHERED TO PLYWD. SHT (COORDINATE THICKNESS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL NTS Ae C H IVECTS design Group Inc. 1441 N. RONALD REAGAN BLVD. a LONG WOOD, FL 32750 7 PH: 407-774$07$ i FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 �) DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 95 708-2468 FAX 0 h 0. zn a q � a d) 0 N I;a W Q 6 P� Cf U]LOA N SUBDIV. 8c LOTS RIVERBEND LOT #21 I 170 MPH EXR C PROJECT# 03'303.021 MODEL: THE WENTWORTH 16312 ELEV. D GARAGE SWING: RIGHT - ��, -P.A GE: µ31 DOOR WINDOW � ATTACHMENT D�ET'AILS 'T • ARCHITECT: STATE OF FLORIDA a /2015 ROOF SHEATHING ( SEE NON-STRUCTURAL METAL ROOFING SEE DETAIL WHEN CANTILEVER TRUSS STRUCT. DWGS. FOR PLYWOOD OVER 030 FELT TO CONFORM W/ 15 U5E D. NON-STRUCTURAL METAL ROOFING SHEATHING, NAIL SPACING AND AST D2 6, P *2 OVER *30 FELT TO CONFORM UJ/ —ROOF SHEATHING (SEE TYPE), R 0 5 RAY FOAM SULATI N ROOF SHEATHING( SEE AS7M D 22/0; TYPE *2 STRUGT. DWGS. FOR PLYWOOD STRUCT, DWGS. FOR PLYWOOD R-VALUE TO MEET MIN. CODE SHEATHING, NAILING SPACING EMBED. STRAP (SEE STRUGT SHEATHING, NAIL SPACING ANp : AND TYPE). ¢ FOR TYPE, SIZE, * OF NAILS 4 REQUIREMENT AS SET FORTH IN ROOF SHEATHING (SEE STRUCT. TYPE). OUTRIGGERS TO BE TWICE THE hr FB 2014, DISTANCE OF OVERHANG (SEE �J DETAILS). ADWGS FOR. PLYWOOp SHEATHING, Ix2 P.T. IX2 P.T, FIRE -STOP _� NAILING SPACING AND TYPE). STRUGT. DWGS. FOR SIZE 4 ! BAFFLES BETWEEN EACH TRUSS CLG: AT C E ) 1 M WILL BE INSTALLED AT TIME OF OV BAFFLES BETWEEN EACH TRUSS -20 SP AY OAT-1� x2 P.T. INSULATION BY THE INSULATION RE E WILL BE INSTALLED AT TIME OF N5ULA71CN R-vALUE TO MEE EXISTING 2x8 PRE PRIMED SPRUCE 2x8 PRE PRIMED SPRUCE CONTRACTOR. INSULATION BY THE INSULATION MIN. CODE REQUIREMENT AS BLOWN -IN R-30 � F,ASGIA (SEE STRUGT. FOR SIZE, SEE SEE FASCIA (SEE STRUCT. FOR SIZE, , r PRE ENG WD. TRUSS 24 O.G. MAX. N UL TION 1 CONTRACTOR. MATERIAL AND ATTACHMENT) FLEV. SE FO TH F 2 4_ °" ELEv. MATERIAL AND ATTACHMENT) /2 E GHT s EMBED. STRAP (SEE STRUCT FOR PRE-ENG Wp. TRUSS 24 O.G. E) Z RIGID DRYWALL. TYPE, SIZE, " OF NAILS 4 DETAILS). STUCCO SOFFIT NOT LESS THAN AXIST. FLR. BRG- HGT STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT ST. FLR. BRG. HCsT PRE-ENG WD. TRUSS 24" O.G. MAX. MTL. LATH. LAPPED NOT LESS SEE ELEVATIONS /2" TOTAL THICKNESS OVER FE: JE MTL, LATH. LAPPED NOT LESS SEE ELEVATIONS THAN I" 4 FAST W/ 3/8" HEAD REMOVE EXISTING THAN I" $ FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIND BLOWN -IN R-30 GALv. METAL DRIP EDGE BOND BEAM (SEE _ _ _ GALV. NAILS (2 PER TRUSS MIN.) —'-"- S ATION. _46 STRUCT. DWGS FOR SIZE PROVIDE CONT. 3" WIPE g WOW 1 D- HGT. PROVIDE CONT. 3" WIDE Ix2 P.T. SCREENED VENTS W/ WIRE MESH „ = CORROSION RESISTANT 1/0" MAX -0, MESH AND REINF-) SCREENED VENTS W/ WIRE 2x8 PRE PRIMED SPRUG SEE 0'-0 WDW HD- HG CORROSION RESISTANT /8" MAX FASCIA (SEE STRUGT. FOR SIZE, ELEv. SEE ELEV. OPNG. THROUGHOUT ALL GALV. METAL DRIP EDGE OPNG. THROUGHOUT ALL I ELEvATIONS. AS PER FBC R80(. FALSE BOTTOM TRUSS WHERE MATERIAL AND ATTACHMENT) PRECAST LINTEL (SEE ELEVATIONS. AS PER FBG R80�. 'I �` CSEE ROOF PLAN FOR I APPICABLE Ix2 PT. SEE ROOF PLAN FOR STUCCO SOFFIT ON LEVEL TRUSS STRUGT. DWGS. FOR SIZE / VENTILATION REQ. 4 CALC5.) 1/2" LIGHT WEIGHT RIGID DRYWALL. VENTILATION REQ. 4 CALCS.) TRHIG K ES OVER FELT MTL. LATH. AL FALr,SE BOTTOM TRUSS WHERE 2x8 ',PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. IX2 P.T. FIRE -STOP AT FASCIA (SEE STRUCT. FOR SIZE, 2x4 PT NAILER LAPPED NOT LESS THAN 1" 4 FAST W/ APPICABLE DWGS FOR SIZE AND REINF.) GLG. 4 AT 8'-O" A.F.F. 3/al'HEAD GALV. NAILS (2 PER TRUSS IX2 P.T. FIRE -STOP AT MATERIAL AND ATTACHMENT) AT 8'-0" A.F.F. 2x4 PT NAILER R-4.1 FOIL INSULATION 1 MIN.) PROVIDE GONT, 3" WIDE STUCCO SOFFIT ON LEVEL TRUSS SCREENED VENTS W/ WIRE MESH I R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUGT. WINDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS RETURN. NOT LESS THAN 1/2" TOTAL MANUFACTURER'S SPECIFIC,4TIONS 2 GOATS, 1 CORROSION RESISTANT 1/0" MAX OPNG. THICKNESS OVER FELT MTL. LATH. DWGS. FOR SIZE ANp REINF) z" THICK STUCCO FINISH PER MANUFACTURER'S LAPPED NOT LESS THAN I" 4 FAST W/ APPLIED DIRECTLY THROUGHOUT ALL ELEVATIONS. AS PER e � FORMED. AND POURED CONCRETE SPECIFICATIONS 3/8, HEAD GALV. NAILS (2 PER TRU55 2 COATS, 2 THICK STUCCO FBC RSO6. (SEE ROOF PLAN FOR SILL (SEE STRUCT: DWGS. FOR REINF.) 70 MASONRY OR STONE VENEER 8 '^' MIN;) PROvIDE CONT. 3 WIDE FINISH APPLIED DIRECTLY Lx2 P.T. FURRING STRIPS a 24" O.G.FOR ATTACHED PER MANUF. RECOMMEND. VENTILATION REQ. 4 CALGSJ CMU (SEE STRUCT DWGS. A SCREENED VEN75 STONE VENEER CMU (SEE STRUCT DWGS. „. Ix22 F.T. FRURRINT. D HORIZ. REINF.) CORROSION RES SwANTR a` MAX OPNG. ATTACHED PERM ANUF. RECOMMEND. /2 F GYP. WL. BD. OR VERT. AND HORIZ. REINF.) FORMED AND POURED STRIPS 'a 24 O.G. THROUGHOUT ALL ELEVATIONS. A5 PER 1/2" GYP. WL. BD, W � WOOD BASE D z O CONCRETE SILL (SEE STRUGT. N ua FBC R80�, (SEE ROOF PLAN FOR 5" CMU (SEE STRUCT DWGS. p Q w Q +` DWGS. FOR REINF.) N WOOD BASE z Ll VENTILATION REQ, 4 CALGS.) FOR VERL AND HORIZ. REINF.) z 4 — u — U (Y ? w N uy fY L lx2 P.T. FURRING STRIPS — �7 0 0 ///i —U E(Y 2 GOATS, �" THICK STUCCO � � — (�K Ix2 P.T. FURRING STRIPS _ � - U 2 GOATS; 2" THICK.STUCCO FINISH � � � 0'-0 FIN. FLR. � � a ly ° O APPLIED pIREGTLY O o FINISH APPLIED DIRECTLY 0'-0" FIN. FLR TO MASONRY OR SFTONE VENEER O ° TO MASONRY OR STONE VENEER INISH GRADE ° ° o ATTACHED PER MANUR RECOMMEND. ° ATTACHED. PER MANUF. RECOMMEND. ° FINISH GRADE a FINISH GRADE a MONOLITHIC CONC. FOOTING o ° FINISH GRADE ° ° (SEE STRUCT. PLANS FOR p o ° D' ° 61ZE AND REINF.) � � ° BELOW SLAB' � NOTE: PROVIDE TERMITE BELOW SLAB NOTE: PROVIDE TERMITE VAPOR BARRIER TREATMENT BELOW SLAB VAPOR BARRIER TREATMENT BELOW SLAB : 1- STORY BLOCK ALL, SECTION )�-S�TORY 13LO��K VA]�,L �]�� �� ON SCALE: 3/4"=1'-0"(: SCALE: I'-0" R-20 SPRAY FOAM ROOF SHEATHING (SEE STRUCT. NON-STRUCTURAL METAL ROOFING INSULATION R-VALUE TO OVER *30 FELT TO CONFORM W/ MEET MIN. CODE DWGS. FOR PLYWOOD SHEATHING, ,45TM D 220, TYPE 4*2 REQUIREMENT 45 SET NAILING SPACING AND TYPE). F RTH IN FBC 014. 2x4 INSULATION STOP BETWEEN IX2 P-T. FI E-OP EACH TRU55 WITH I" MIN SPACE', I /� Z� BETWEEN INSULATION AND ROOF REMOVE EXISTING SHEATHING BLOWN -IN R-30 EMBED. STRAP (SEE STRUGT FOR r? NSULATION. '-, TYPE, SIZE, # OF NAILS 4 DETAILS). 1/2" L GHT WEIGHT °°% PRE-ENG WD. TRUSS 24'' O.G. MAX. RIGID DRYWALL. r; iy r FLR. BRG. L! zT METL NS PRE-FAB TRUSS SEE ELEVATIO I TOPT4 BOTTOMRACKS, r `" BOND BEAM (SEE STRUGT. DWGS FOR SIZE AND REINF.) 5EE ELEV. STUCCO SOFFIT ON LEVEL 7RU55 GALV. METAL DRIP EDGE METAL STUDS BRG. HGT. RETURN. NOT LESS THAN I/2 TOTAL P. THICKNESS OVER FELT MTL. LATH. EE FLOG - • lx2 T. . . LAPPED N07 LESS THAN I" 4 FAST W/ S PLAN 3/S" HEAD GALV. NAILS (2 PER TRUSS 2x8 PRE PRI��ED SPRUCE i' MIN.) PROVIDE CONT. 3" WIDE FASCIA (SEE STRUGT. FOR SIZE, 1/2" DRYWALL s 5CREENED VENTS W/ WIRE MESH MATERIAL AND' ATTACHMENT) " CORROSION RESISTANT I/8" .MAX OPNG- ' 1/2" GLG. BOARD THROUGHOUT ALL ELEVATIONS. AS PER 3" DIA: PIPE FBC. R806- (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALGS.) /2" DRYWALL CAIN �L VET `_'RUSE S]EC'_lI0IN BASE BOARD b, SCALE 3/4 -1 a x DRYER VENT O� BOX ALUMINUM FRAME ~ ? FINISH FLOOR \~ I METAL STUDS 24" SEE WINDOW z O:G. W/ FULL ' SECURE I=BANE TO W ,.--7\ SCHEDULE FOR SILL WITH SILICONE % LENGTH LAYER OF I/2" TYPE WINDOW TYPE GYPSUM WALLBOARD P.T. WOOD BLOCKING r ATTACHED 70 EACH SIDE O GONG. SLAB 2" O.G. SOLID SURFACING „I MATERIAL SST IN FULL FORMED AND POURED BED RCONSTRUCTION CONCRETE SILL (SEE j ADHESIVE STRUGT. DWGS FOR NOTE: 1/2" DENSHIELD AT ALL REINF) TU55 AND SHOWERS : N .'da. L*1 4r1 :C�� :.11' �. L:•:.::: .$"Q':. +.f,:':. d:.. SEALANT I _— _C FONORETE COVERED . -. PERIMETER (TYPJ ° FOAM WHEN OCCURS FORMED AND POURED <1 Q Q CONC. SLAB _- d Q a CONCRETE SILL (SEE 112 IN. GYPSUM STRUGT. DWG5. FOR WALLBOARD 01-011 DETAIL.) FIN_ FLR. < ` ° a G� SECTION ELEVATION M, Ix2 P.T. FURRING w � STRIPS e (o" O.G. !, JI Y.0 I.11V T. WAJLeL. METAL STUDS , 1= D _F" CMU (SEE STRUGT AeYER VENT BOX TYPICAL DETAIL NON-HRG. S. 1 JI. WINDOW JU O VV TL IDWC�S. FOR REINF) a 4 SCALE: �/4°=1'-O° A`�' EXTERIOR WALL SCALE: 3°s1-������ ALE: 1 1/2 -1 -® I Or Design Group Inc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE AN r S U�B�DT I V.. 8c I O T: T JI l V.ERBEND LOT #2I 170 MPH EXP. C PROJECT.{ 0 303.021 MOD L: THE WENTWORTH�� ,6312 E' LE V. ID GARAGE SWING: RIGHT PAGE: pL T T q !WALL S-R C JL I O JI V S k mis C DETAILS ARCHITECT STATE OF FLORIDA f;c may, I`I : (7; j J, °, AFldg LL ti F : "19/2015 I 4 W.S ;NOTED �I NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ ASTTM D 22(o, TYPE *2 BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION BY THE INSULATION CONTRACTOR. GALV. METAL DRIP EDGE Ix2 P.T. PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT ON LEVEL--/ TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" B FAST W/ 3/0" HEAD GALA. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED vENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. ,AS PER FBC R8O6. (SEE ROOF PLAN FOR VENTILATION REQ. ff CALCSJ SEE ELEV 2 GOATS, 2'" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND- LEDGER (SEE STRUCT. DWG5.� FOR ATTACHMENT) BOND BEAM (SEE STRUCT. - DWGS FOR SIZE AND REINFJ IX2 P-T. FIRE -STOP - GLG. ff �D8'-O" A.F.F- 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. STUCCO STOP GRADE-- SEE DETAIL WHEN CANTILEVER TRUSS NON-STRUCTURAL METAL ROOFING IS USED OVER 1*30 FELT TO CONFORM W/ ASTM ROOF SHEATHING (SEE D 22G; TYPE *2 STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING -20 SP AY OAM ROOF SHEATHING (SEE AND TYPE).INSULATION R-vALUE TO MEE STRUCT. DWGS. FOR MIN. CODE REOUIREMENT AS PLYWOOD SHEATHING, R- O SPRAY FOAM SUL,4TION NON-STRUCTURAL METAL ROOFING SET FORTH IN FBG 2014. 1 NAIL SPACING AND R-VALUE TO MEET MIN. ROOF SHEATHING (SEE TYPE). CODE OVER #3O FELT 70 CONFORM'W/ ASTM D REQUIREMENT AS SET FORTH IN 226, TYPE #2 STRUCT. DWGS. FOR PLYWOOD TWICE THE DIST,4NCE F8 2OI4. SHEATHING, NAIL SPACING AND OF OVERHANG (SEE ELEV. VARIES TYPE). STRUCT. DWGS. FOR PER ELEV. SEE ELEV- ELEV. VARIES ATTACHMIENT) SHEETS FOR GABLE BAFFLES BETWEEN EACH TRUSS PER ELEV. SEE ELEV. HEIGHT �- WILL BE INSTALLED AT TIME OF SHEETS FOR GABLE INSULATION Y THE INSULATION L B E L HEIGHT Ix2 P.T. EMBED. STRAP (SEE CONTRACTOR. Ix2 P.T. 1, PRE-PRIMED SPRUCE STRUCT FOR TYPE, SIZE, # OF NAILS 8 DETAILS). \ PRE-ENGm WD. TRUSS 24 2x4 BLOCKING O.G. FASCIA (SEE STRUCT. MAX PRE -PRIMED SPRUG BETWEEN TRUSSES AT FOR SIZE, MATERIAL PRE-ENG WOOD FASCIA (SEE STRUCT FOR E ELEV. FIRST TWO BAYS 4'-0 SEE ELEV. AND ATTACHMENT) TRUSS 24" O.C. MAX. / \ SIZE, MATERIAL AND O.G. (AT SHEATHING 2ND FLR. ERG. HGT ATTACHMENT) i SEAMS) ND FLR, BRG. HG7 SEE ELEVATIONS I STUCCO SOFFIT NOT LESS PRE ENCx WOOD SEE ELEVATIONS THAN 1/2" TOTAL THICKNESS TRUSS 24" O.C. MAX: REMOVE EXISTING _I OVER FELT MTL. LATH. STUCCO SOFFIT N07 LESS BLOWN -IN R-30 — LAPPED NO7 LESS THAN C' ff CONT. 2x4 RAT RUN — — — — — IN ULA lON 1 GALV. METAL DRIP EDGE THAN 1/2" TOTAL THICKNESS FAST W/ 3/8" HEAD GALV. FALSE BOTTOM TRUSS WHERE I Ix2 P.T. NAIL,& (2 PER 5F MIN.) IEEE STRUCT.bWGSJ — — — — — OVER FELT MTL. LATH. SEE FALSE BOTTOM TRUSS WHERE LAPPED NOT LESS THAN & 4PPIC,45LE PROVIDE CONT. 3" WIDE EL v. PRE -PRIMED SPRUCE FASCIA SCREENED VENTS W/ WIRE APPICABLE FAT W/ 3/a" SF HEADGALV 1/2" LIGHT WEIGHT SEE 5TRUG7. FOR SIZE, MESH CORROSION RESISTANT r RIGID DRYWALL: MATERIAL AND ATTACHMENT) REMWN-IN R 30 PROVIDE CONT. 5 WIDE 1/8" MAX OPNG. THROUGHOUT .BLOWN -IN R-3O .. SCREENED VENTS W/ WIRE STUCCO SOFFIT ON LEVEL ALL ELEVATIONS. AS PER X2 P.T. IRE -STOP FBC R806. (SEE ROOF PLAN INS CATION 1 MESH CORROSION THAN 1 RETURN. NOT LESS FOR VENTILATION REQ- ff 1/2" LIGHT WEIGHT THROUGHOUT ALL GLG. ff a8'-O A.F.F. ' RESISTANT I/8" MAX OPNG. BOND BEAM (SEE STRUCT THAN I/2 TOTAL THICKNESS DWGS FOR SIZE AND REINF.) OVER FELT MTL. LATH. CALCB.) RIGID DRYWALL. LAPPED NOT LESS THAN 1" ff BOND SEAM (SEE STRUCT ELEVATIONS. AS PER FBC ° IX2 P.T. FIRE -STOP.. R80(o.'(SEE ROOF PLAN. R 4.1 FOIL INSULATION FAST W1 3/5' SS MIN.) DWGS FOR SIZE AND REINF.) ecLG a sal-O" AFF FOR VENTILATION REQ. ff PRECAST LINTEL ISEE STRUCT. ', PROVIDE. CON7. 3" WIDE R 4.1 FOIL INSULATION GALCS.) DWGS. FOR SIZE AND REINFJ SCREENED VENTS W/ WIRE PRECAST LINTEL (SEE STRUCT. WINDOW ATTACI-IMENT AS MESH CORROSION RESISTANT DWGS, FOR SIZE AND REINFJ BOND BEAM (SEE STRUCT PER MANUFACTURER'S I/8" MAX OPNG- THROUGHOUT WINDOW ATTACHMENT AS PER DWGS FOR SIZE AND REINFJ SPECIFICATIONS ALL ELEVATIONS. AS PER MANUFACTURER'S FORMED AND POURED FBC RSO6. (SEE ROOF PLAN' SPECIFICATIONS CONCRETE SILL (SEE STRUCT FOR VENTILATION REQ. ff FORMED AND POURED DWGS: FOR REINFJCTLY TO CALCSJ CONCRETE SILL (SEE STRUCT. 2 COATS, THICK STUCCO IX2 P.T. FURRING 2 GOATS, z" THICK 57UGGO DWGS, FOR REINF-) MA50NRFINISH PYPORDSTONEEVENEER FINISH APPLIED DIRECTLY IX2 P.T. FURRING ATTACHED TO MASONRY OR STONE PER MANUF. RECOMMEND, 2X4 P.T. BLKCz VENEER 2X4 P.T. BLK ATTACHED PER MANUF. ¢" GYPGRE7E TOPPING ON RECOMMEND. s a' GYPGRETE TOPPING ON J ° PLYWOOD SHEATHING OR a 2 COATS, z" THICK STUCCO PLYWOOD SHEATHING OR a " EDGE GOLD PANEL (SEE FINISH APPLIED DIRECTLY EDGE GOLD PANEL (SEE k STRUCT: DWGS-FOR 70 MASONRY OR STONE VENEER STRUCT. DWGS. FOR ATTACHMENT 9 ATTACHED PER MANUF. RECOMMEND. ATTACHMENT AND NAILING 5CHEDJ TOP OF AND NAILING SCHED:) 2ND FLOOR TRUSS LEDGER (SEE STRUCT. DWGS, TOP OF 2ND FLOOR TRUSS BOND BEAM (SEE STRUCT. DWGS. FOR ATTACHMENT) OND BEAM (SEE STRUCT. DWGS, 5EE ELEVATIONS FOR ATTACHMENT) SEE ELEVATIONS _ FOR ATTACHMENT) °r CEILING HEIGHT SEE ELEVATIONS BOND BEAM (SEE STRUCT. CEILING HEIGHT BOND BEAM (SEE STRUCT. SEE ELEVATIONS — 1/2" NIGH STRENGTH GLG. BONA SEAM IEEE STRUCT. DWGS FOR SIZE AND REINF.),q DWGS FOR SIZE AND REINFJ BOARD DWGS FOR SIZE AND REINFJ ° 1/ "HIGH STRENGTH GLG. BOARD 8'-0" WDW IX2 P.T. FIRE -STOP 8'-0" WDW HD. HGT ' a GLG. e ea'-O" A.F.F. HD. HG7: _ ° IX2 P.T. FIRE -STOP IX2 P.T. FIRE -STOP CLG. ff erg'-0" A.F.F. a CLG. ff @0'-0" A.F.F. R-4.1 FOIL INSULATION I/2" THICK, 2 COAT STUCCO R-4.1 FOIL INSULATION FINISH APPLIED DIRECTLY PRECAST LINTEL (SEE STRUCT. TO MASONRY OR STONE DWGS FOR SIZE AND REINFJ VENEER ATTACHED PER MANUF. RECOMMEND. 1/2" THICK, 2 COAT STUCCO PRECAST LINTEL CSEE STRUCT. FINISH APPLIED DIRECTLY DWGS. FOR SIZE AND REINFJ i WINDOW ATTACHMENT AS PER TO MASONRY OR STONE WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS VENEER ATTACHED PER MANUFACTURER'S MIANUP. RECOMMEND. SPECIFICATIONS f' ° NON-STRUCTURAL @-20 SPRAY FOAM ROOF SHEATHING (SEE STRUCT. METAL ROOFING OVER DWGS. FOR PLYWOOD SHEATHING, 1/2" THICK, 2 COAT STUCCO 8 #3O FELT TO CONFORM INSULATION R-VALUE W/ ASTL D 22�0, TYPE #2 70 MEET MIN. CODE NAILING SPACING AND TYPE). FORMED AND POURED FINISH APPLIED DIRECTLY REQUIREMENT AS CONCRETE SILL W/ (2)#5 CONT TO MASONRY OR STONE IX2 P.T, FIRE -STOP 2x4 INSULATION STOP BETWEEN FORMED AND POURED SET FORTH IN FBC VENEER ATTACHED PER CONCRETE SILL W/ (2 CONT. �' GLG. 2OI4. EACH TRUSS WITH I" MIN SPACE . • ' MANUF. RECOMMEND. BETWEEN INSULATION AND ROOF 8" CMD U (SEE STRUCT WGS RE OV SHEATHING FOR VERT. AND HORIZ. REINFJ. Ix2 P.T. FURRING STRIPS a 24" O.C. ' EXISTING'- EMBED. STRAP (SEE STRUCT FOR BLOWN -IN R-30 s TYPE SIZE OF NAI S ff DETAILS). L DE L Ix2 P.T. FURRING 0' CMU (SEE STRUCT DWGS. IN6' LA7 -W STRIPS a 24" O.G: FOR VERT. AND HORIZ. REINFJ % PRE-ENG WD. TRUSS 24" O.G. MAX, a° I/2" GYP. WL. BD. RIGID DRYWALL. w 1/2" GYP. WL. BD. w z 0 N E N WOOD BASE N T, z II l f G FLR. ER. HGT N Q WOOD BASE Q w u IX2 P.T. FURRING _It SEE ELEV S U Ix2 P.T. FURRING C w v O 0'_O", OILSEE BOND BEAM GALV. METAL DRIP EDGE 0'-O" ISEE STRUCT. ELE DWGS FOR SIZE l x2 P.T. ° ° FIN. FLR- - ° a 4 ° ° a, a FIN: FLR. a ° a ° ° ` a Q , ° ° a AND RE INF:J a a GRADE ° ,; . 2x8 PRE -PRIMED SPRUCE ° ° a ° G MONOLiTHIG GONG. FOOTING FASCIA (SEE STRUCT. FOR SIZE, ° a ° ° - MONOLITHIC CONIC. FOOTING a ° ° a (SEE STRUCT. PLANS -.FOR SIZE ° - a GRADE MATERIAL ANp ATTACHMENT) ° SEE STRUCT: PLANS FOR SIZE a a a a AND REINFJ GRADE REINFJ ° NOTE: PROVIDE TERMITE BELOW SLAB VAPOR STUCCO SOFFIT ON LEVEL TRUSS RETURN e (ELEVATION B) NOT LESS BELOW SLAB VAPOR ° NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB BARRIER THAN I/2" TOTAL THICKNESS OVER FELT BARRIER TREATMENT BELOW SLAB MTL. LATH. LAPPED NOT LESS THAN 1" # FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH �T — S° O R l O LO C K ALL S E C TI � CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER 2—STORY BLOCK ��� SECTION FBC R800. (SEE ROOF PLAN FOR VENTILATION REQ. 8 CALCSJ TRUSS SECTION SCALE 3/4"=1 -0 A R C H I T E C T. a -., 01 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003 25 DRAFTING BYi A.B. DESIGN GROUP DkAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIF'LD BEACH, FL 33442 (954)482-0957' OFFICE 95 708-24S8FAX z 0 h a w < q o aW J Q W 0 a W N a e Ncn aIlO N Q3 z 8 u � x a Q , Q o Ca R f r ` L