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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE PERMIT # �/� ✓ L' RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 MAR 4 9. 2022 (772) 462-1553 S-r. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIbilhis PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT FILE V O ®y REVISIONS: 1� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC051145 BUSINESS NAME: GRBK GHO Homes LLC QUALIFIERS NAME: William Handler ADDRESS: 590 NW Mercantile Place CITY: Pt St Lucie STATE: FL PHONE (DAYTIME): 772-773-0075 OWNERBUILDER INFORMATION: NAME: GRBK GHO St Lucie LLC ADDRESS:590 NW Mercantile Place CITY: Port St Lucie PHONE (DAYTIME: 772-773-0075 ST. LUCIE CO CERT. #: ZIP: 34986 FAX: 561-688-0909 STATE: FL ZIP: 34986 FAX: 561-688-0909 ARCHITECT/ENGINEER INFORMATION: NAME: Donald J Nuelle ADDRESS: 11634 SW Rowena St CITY: Port St Lucie PHONE (DAYTIME): 561-629-6975 STATE: FL FAX: N/A ZIP 34987 .A I t FORM R405-2020 FILE COPY FLORIDA ENERGY EFFI C D- I G CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MW-1007 Builder Name: GHO HOMES Street: 9412 MEADOWOOD DR Permit Office: ST. LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, 34951 Permit Number: Owner: Design Location: FL, Fort Pierce Jurisdiction: County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 10. Wall Type(2759.3 sqft.) a. Concrete Block - Ext Insul, Exterior Insulation Area R=4.1 2600.60 ft2 2. Single family or multiple family Detached b. Frame - Wood, Adjacent R=11.0 158.67 1112 3. Number of units, if multiple family 1 c. N/A R= fts 4. Number of Bedrooms 3 d. N/A 11. Ceiling Types (3057.1 sqft.) R= ft2 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=40.0 2802.00 ft2 6. Conditioned floor area above grade (W) 2802 b. Knee Wall (Vented) R=38.0 255.10 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c. cts 12. Ducts R ft2 7. Windows(521.4 sqft.) Description Area a. Sup: Attic,rRet: Attic, AH: Main 6 214 a. U-Factor: Dbl, U=0.65 521.37 ft2 SHGC: SHGC=0.26 b. U-Factor: N/A ft2 13. Cooling systems E kBtu/hr Efficiency a. Central Unit 52.6 SEER:16.00 SHGC: c. U-Factor: N/A ft2 SHGC: 14. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 6.873 ft. a. Electric Strip Heat 46.7 COPA.00 Area Weighted Average SHGC: 0.260 8. Skylights Area c. U.Factor:(AVG) N/A 112 15. Hot water systems SHGC(AVG): N/A a. Electric Cap: 50 gallons 9. Floor Types (2802.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 2802.00 ft2 b. Conservation features b. N/A R= ft2 None Pstat c. N/A R= ft2 16. Credits Total Proposed Modified Loads: 82.86 PASS Glass/Floor Area: 0.186 Total Baseline Loads: 86.20 I hereby certify that the plans and specifications covered by Review of the plans and 0F'IKE ST,gp� this calculation are in compliance with the Florida Energy specifications covered by this �+ 0,�, r; Code. calculation indicates compliance with the Florida Energy Code. Before construction is completed ° �'��� 10 !Hill. ''•;, ..s;' '�,••'� jlf PREPARED BY: for 0 1/22/2021 this building will be inspected I DATE: _ ._._ . _ _. _ _ _ - - _ .- _ _ . .-1 _ compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. �'�+Op W1E, with the Florida Energy Code. (34 OWN ER/AGENT' BUILDING OFFICIAL: DATE: DATE: i �/2/2021 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 11/22/2021 4:10 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 4 Gnann aens-onon IPIPI IT CI IMMARV f_I4FrICI IST RFPnRT PROJECT Title: Building Type: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: MW-1007 User 1 GHO HOMES ST. LUCIE COUNTY Detached New (From Plans) Bedrooms: 3 Conditioned Area: 2802 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: 9412 MEADOWOOD D County: St. Lucie City, State, Zip: FORT PIERCE, FL, 34951 CLIMATE / v Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO_BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blockl 2802 28580.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2802 28580.4 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 278.7 ft 2802 ft2 __-- 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Rad Solar SA Emitt Emitt Deck Pitch Barr Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 3133 ft2 0 ft2 Medium N 0.4 N 0.9 No 0 26.57 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2802 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 Under Attic (Vented) Knee Wall (Vented) Main 40 Blown Main 38 Blown 2802 ft2 0.1 Wood 255.1 ft2 0.11 Wood 11/22/2021 4:10 PM EnergyGaugeO USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 2 of 4 cr rneeeov r%ucr%vi 1QT RRD[112T rvrsivi R405-2-02-0 ��.rv. v.........,.. ....�.......... . - - WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below �/ # Ornt To Walllype Space A -value pt to Ft l 1 N Exterior Concrete Block - Ext Insul Main 4.1 82 10 9 4 773.1 ft2 0 0 0.3 0 _ 2 E Exterior Concrete Block - Ext Insul Main 4.1 58 4 9 4 544.4 ft2 0 0 0.3 0 _ 3 S Exterior Concrete Block - Ext Insul Main 4.1 70 11 9 4 661.9 f12 0 0 0.3 0 4 W Exterior Concrete Block - Ext Insul Main 4.1 64 10 9 4 605.1 ft2 0 0 0.3 0 _ 5 NW Exterior Concrete Block - Ext Insul Main 4.1 1 5 11 4 16.1 ft2 0 0 0.3 0 _ 6 - Garage Frame - Wood Main 11 6 2 9 4 57.6 ft2 0 0.25 0.3 0 7 - Garage Frame - Wood Main 11 10 10 9 4 101.1 ft2 0 0.25 0.3 0 WINDOWS Orientation shown is the entered. Proposed orientation. # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Overhang Depth Separation Int Shade Screening 1 N 1 Metal Double (Clear) Yes 0.65 0.26 N 43.3 ft2 2 it 0 in 0 ft 8 In None None 2 n 1 Metal Double (Clear) Yes 0.65 0.26 N 43.8 ft2 5 ft 0 in 0 it 4 in None None 3 n 1 Metal Double (Clear) Yes 0.65 0.26 N 20.0 ft2 5 ft 0 in 2 it 0 in None None 4 n 1 Metal Double (Clear) Yes 0.65 0.26 N 111.6 ft2 15 ft 0 in 0 ft 4 in None None 5 e 2 Metal Double (Clear) Yes 0.65 0.26 N 7.0 ft2 2 it 0 in 0 ft 8 in None None 6 e 2 Metal Double (Clear) Yes 0.65 0.26 N 21.3 ft2 2 ft 0 in 0 ft 8 in None None 7 e 2 Metal Double (Clear) Yes 0.65 0.26 N 21.7 ft2 2 ft 0 in 0 it 8 in None None 8 e 2 Metal Double (Clear) Yes 0.65 0.26 N 21.3 ft2 3 it 0 in 2 ft 0 in None None 9 s 3 Metal Double (Clear) Yes 0.65 0.26 N 12.0 ft2 4 ft 0 in 0 ft 6 in None None 10 s 3 Metal Double (Clear) Yes 0.65 0.26 N 12.0 ft2 8 ft 0 in 0 ft 6 in None None 11 s 3 Metal Double (Clear) Yes 0.65 0.26 N 54.0 ft2 2 ft 0 In 0 ft 8 in None None 12 s 3 Metal Double (Clear) Yes 0.65 0.26 N 18.0 ft2 2 ft 0 in 2 ft 0 in None None 13 s 3 Metal Double (Clear) Yes 0.65 0.26 N 36.0 f12 4 ft 0 in 3 ft 0 in None None 14 s 3 Metal Double (Clear) Yes 0.65 0.26 N 48.0 ft2 8 ft 0 in 3 ft 0 in None None 15 w 4 Metal Double (Clear) Yes 0.65 0.26 N 12.0 ft2 2 ft 0 in 0 ft 8 in None None 16 w 4 Metal Double (Clear) Yes 0.65 0.26 N 7.0 ft2 2 ft 0 in 0 ft 8 in None None 17 W 4 Metal Double (Clear) Yes 0.65 0.26 N 32.4 ft2 15 ft 0 in 0 it 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1. 860 ft2 860 ft2 64 ft 9.3 it 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Whoiehouse Proposed ACH(50) .000453 3334.4 182.93 343.44 .1392 7 11/22/2021 4:10 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 3 of 4 twrsr rT en IItaRn oV i-ucf%Vl ICT 0G0i112T rvnivi n•rva-cvw .... ... ..........�... — _— _ — — — HOT WATER SYSTEM /f System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cori fE Company Name System Model N Collector Model N Area Volume FEF -- — — — None Nona ft2 DUCTS ---- Supply ---- ---- Return - • I Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 A Attic 6 532 ft2 Attic 238 ft2 Default Leakage Main (Default) (Default) 1 1 1 B Attic 6 214 ft2 Attic 92 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ Jan (( Feb r Mar f X� Mar ()Apr [_ ] Appr r May X Jun ([X]] Jul May Jun [ 1 Jul Au rl Au Sep [ jxj Sep f Oct Oct rr Nov [Nov Dec Dec HeatinXJan IX� Feb Ventin Jan ll 111111 Feb l[[[X Mar [XX)) A r ]]I Ma l Jun l[ ]]]] Jul E l Aug $ep [[[���]]] Oct [[[[[[X111111 Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WO) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 78 80 78 80 78 80 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 66 68 68 68 68 68 68 68 68 66 66• Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 lbs/6q.ft. 0 ft2 0 It 0.3 Main 11/22/2021 4:10 PM EnergyGaugeO USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 4 of 4 FORM R405-2020 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 9412.MEADOWOOD DR, FORT PIERCE, FL, 34951 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: Dbl, U=0.65 SHGC: SHGC=0.26 b. U-Factor: NIA SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Skylights Description a. U-Factor(AV(3): N/A SHGC(AVG): NIA New (From Plans) 10. Wall Type and Insulation a. Concrete Block - Ext Insul, Exterior Detached b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 11. Ceiling Type and insulation level No a. Under Attic (Vented) 2802 b. Knee Wall (Vented) c. N/A Area 12. Ducts, location & insulation level 521.37 ft2 a. Sup: Attic, Ret: Attic, AH: Main ft2 13. Cooling systems ft2 a. Central Unit f12 6.873 It. 0.260 Area ,ft2 9. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2802.00 ft2 b. N/A R= ft2 c. N/A R= ft2 14. Heating systems a. Electric Strip Heat 15. Hot water systems a. Electric b. Conservation features None Credits (Performance method) 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 compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Insulation Area R=4.1 2600.60 f12 R=11.0 158.67 1`12 R= ft2 R= ft2 Insulation Area R=40.0 2802.00 tta R=38.0 255.10 ft2 R= ft2 R ft2 6 214 kBtumr Efficiency 52.6 SEER:16.00 kBtu/hr Efficiency 46.7 COP:1.00 Cap: 50 gallons EF: 0.94 Pstal *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 Energy Rating. 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. 11/22/2021 4:10 PM EnergyGaugeO USA 7.0.00 - FlaRes2o2q FBC 7th Edition (2020) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 7th Edition (2020) Mandatory Requirements for Residential Performance, Prescri five and ER11 Metnoas ADDRESS: 9412 MEADOWOOD DR Permit Number: FORT PIERCE, FL, 34951 MANDATORY REQUIREMENTS - See individual code sections Tor Tull Oelans. J SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9086, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. SECTION R402 BUILDING THERMAL ENVELOPE ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal envelopeThe building thermal envelope shall comply with Sections 8402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 Installation. The components of the building thermal envelope as listed In Table R402.4.1.1 shall be Installed In accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressureof 0.2 inch w.g. (50 pascals). Testing shall be conducted by ether individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, If installed at the time of the test, shall be turned off. 6. Supply and return registers, If installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where El using light -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm E] per square toot (1 .5 UsIM2), and swinging doors no more than o.5 cfm per square foot (2.6 L/s/m2), when tested AAMA/ WDMA/CSA 101 A S.2/A440 by an accredited. according to NFRC 400 or ed ted, independent laboratory and listed and labeled by the manufacturer., Exception: Site -built windows, skylights and doors. 11/22/2021 4:11 PM EnergyGaugeO USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any waterilines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1005 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 Vs) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. El R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). - Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (1), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing Is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for Section R405 compliance where credit is taken for leakage, and a duct air leakage an to the outside of less than 0.080 (where On = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is Indicated in the compliance report for the proposed design. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41"C) or below 55"F (13°C) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). If heated water circulation systems are installed, they shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. O R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 11/22/2021 4:11 PM EnergyGauge(D USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 2 of 6 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have ❑ heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/a inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to El electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. ❑ R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ElR403.6.1 Whole -house mechanical ventilation system fan efficacy.When Installed to function as a whole -house mechanical ventilation system, tans shall meet the efficacy requirements of Table R403.6.1. Exception: Where an air handler that is integral to tested and listed HVAC equipment is used to provide whole -house mechanical ventilation, the air handler shall be powered by an electronically commutated motor. El shall Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment. R403.7.1 Equipment sizing (Mandatory). Heating and cooling equipment shall be sized in accordance with ACCA Manual S based ❑ on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 �uunr c_unrreG ReFcueNICAI_ VPNTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM ^ EFFICACY a AIRFLOW FRATE MAXIMU HRV or ERV Any 1.2 cfm/watt Any Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 clm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 11/22/2021 4:11 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section R403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided bythe expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. . Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling toad even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipatedadditional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: i. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the Florida Building Code, Energy Conservation —Commercial Provisions in lieu of Section R403. Ei R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 501F (10°C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the healer. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -tired heaters shall not be equipped with continuously burning Ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where publid health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 11 /22/2021 4:11 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 5 rr---�� R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at L 1 the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and all -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. ❑R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory Is required to verily procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ❑R403.11 Portable spas (Mandatory). The energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. ❑ R403.13 Dehumidifiers (Mandatory If installed, a dehumidifier shall conform to the following requirements: 1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house Is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day. 2. The dehumidifier shall be controlled by a sensor that is installed In a location where it is exposed to mixed house air. 3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2. 4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential. ❑ R403.13.1 Ducted dehumidifiers. Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13, conform to the following requirements: 1. If a ducted dehumidifier is configured with return and supply ducts both connected Into the supply side of the cooling system, a backdraft damper shall be Installed in the supply air duct between the dehumidifier inlet and outlet duct. 2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct. 3_ A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the central cooling evaporator coil. 4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑R404.1 Lighting equipment (Mandatory). Not less than 90 percent of the lamps in permanently installed luminaires shall have an efficacy of at least 45 lumens -per -watt or shall utilize lamps with an efficacy of not less than 65 lumens -per -watt. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 11 /22/20214:11 PM EnergyGaugeO USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 5 of 5 2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: MW-1007 Builder Name: GHO HOMES Street: 9412 MEADOWOOD DR Permit Office: ST. LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, 34951 Permit Number: Y w Owner: Jurisdiction: _ Design Location: FL, Fort Pierce V COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable Insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door iambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including Insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor Insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the craWspace wall . Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed In the building shall be sealed to the finished surface. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind nining and Wring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Efectrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the sub -floor, wall covering or Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to till voids between fire sprinkler cover plates and walls or cei Ings, a. In addition, inspection of log Waiis snail oe In accurutinGG wnn ilia plum luuc. w 1 -n- 11 /22/2021 4:11 PM EnergyGauge© USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2020 Florida Building Code, Energy Conservation, 7th Edition Jurisdiction: Permit 7 :0 V -Job In ormat1h Builder: GHO HOMES Community: Lot: NA Address: 9412 MEADOWOOD DR City: FORT PIERCE State: FL Zip: 34951 YP• ............ -r7 'P` ESGRIPTIVE METHOD The mull ing:91[-". changes per N9K-et a pressure fqq� at n �_Oselected Form R405 2020 (Perfiorrnance) pr R408-2020 (ERI), �ectfoDJabeletl as (nflltratlon,`sub-sedforr'gC�5�0 ACH(SO) value as shown -on x 60 + 28580 = Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS Code software calculated E] When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. L R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 Inch W.g. (50 Pascals), Testing shall be conducted by either individuals as defined In Section 553.993(5) or (7). Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, Intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4, Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. TeSO g.- C6i;nb -W Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2020 7th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 11/22/20214:11:17 PM EnergyGauge@ USA 7.0.00 - FIaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 k J ECT L0 1 ISSUED FOR START 07. 28-21 ISSUED FOR PERMIT 10-08-21 .1 BLDR. REV. PGT 12,12-21 BLDG DEPT COMMENT (COVER) 03-11-22 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION, 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFT ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED ELK, BLOCK FL FLOOR BLED BELOW G.T. GIRDER TRUSS ERG. BEARING GA. GAUGE BTM. BOTTOM GI GALVANIZED CLG. CEILING GFl GROUND FAULTINTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWB GYPSUM WALLBOARD CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HOT. HEIGHT DBL DOUBLE HPS. HOOPS DIAL DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL LIN. UNEN ^ ELEV. ELEVATION LT. LIGHT ' \ 2 ES. EACH SIDE LT. LAUNDRY TUB 11 1 THESE PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7th EDITION M.C. MEDICINE CABINET SMS SHEET METAL SCREWS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS M.T. METAL THRESHOLD STL STEEL MAX. MAXIMUM SW SWTCH MFR. MANUFACTURER TEMP. TEMPERED MICRO. MICROWAVE T.B. THROUGH BOLT MIN. MINIMUM T.O. THROUGH OUT M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE MTL METAL T.O.LB. TOP OF TIE BEAM O.H.D. OVER HEAD DOOR TYP. TYPICAL O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS P.T. PRESSURE TREATED W/ NTi PARTIN. PARTITION WC WATER CLOSET PKT. POCKET WD. WOOD PLYWD. PLYWOOD R.O. ROUGH OPENING S.C. SOLID CORE S.G.D. SLIDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG SAINT LUCIE COUNTY PRODUCT APPROVAL OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE. SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R13 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P. +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE 6' FROM END -32.2 PSF B FL-9174.10 R13 9100 CHO 8080 WAYNE DALTON N/A W/ 1_1/4' WASHER & 2-3/4' MIN. EMBED. D.P. +29.9 PSF +39.2 PSF -43.7 PSF -33.1 PSF D.P. +29.9 PSF +50.0 PSF -50.0 PSF C FL-20468.12 PR 3080 DRS THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 SOL LITE 4 & 145 0 C MAX SPACING. / -33.1 SF P D FL-20468.10 2800 OR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF E NOA 20-0429.09 12080 SGD PGT WNDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED DI +28.5 PSF +55.0 PSF -55.0 PSF & ORS 0 12' O/C MAX SPACING -31.3 PSF F FL-20468.10 2680 DR THERMA TRU SGL IMPACT 1/4� TAPQQNS W/ 1-1/4' MIN. EMBED DORMERS 0 D.P.= +31.9 PSF + .0 SF -50.0 SF 1 NOA 20.0401.11 (2) SH 26 PGT WINDOWS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P. +29.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10' O/C MAX SPACING & 2' FROM EDGE -32.7 PSF +60.0 PSF -70.0 PS 2 NOA 20.0401.10 6220 FG PGT WNDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P. +33.5 PSF +55.0 PSF -55.0 PSF & DRS EQUAL SPACING & 3' FROM EDGE -36.3 PSF 3 NOA 20.0401.10 6420 FG PGT WNDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P. +33.5 PSF +51 PSF -55.0 PSF & DRS EQUAL SPACING & 3' FROM EDGE -36.3 PSF 4 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-i/4' MIN EMBED D.P. +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10- O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 5 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P = +31.9 PSF +55.0 PSF -55.0 PSF & DRS 010' O/C MAX SPACING & 2' FROM EDGE -41.7 PSF +60.0 PSF -70.0 PS 6 NOA 20.0401.10 6020 FG PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P. +33.5 PSF +55.0 PSF -55.0 PSF & DRS EQUAL SPACING & 3' FROM EDGE -36.3 PSF 7 NOA 20.0401.11 SH H33 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF & DRS 010' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -70.0 PS 8 NOA 20.0401.11 (2) SH 35 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10' O/C MAX SPACING & 2' FROM EDGE -36.6 PSF +60.0 PSF -70.0 PSF 9 NOA 20.0401.10 12014 FG PGT WINDOWS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +51 PSF -55.0 PSF & DRS EQUAL SPACING & 3" FROM EDGE -34.0 PSF 10 NOA 20.0401.11 SH 36 PGT WINDOWS SGL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 11 NOA 20.0401.10 4614 TRANSOM PGT WNDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF & DRS EQUAL SPACING & 3' FROM EDGE -36.3 PSF 12 NOA 200401.11 (2) SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF & ORS 0 10' O/C MAX SPACING & 2' FROM EDGE -32.7 PSF +60.0 PSF -70.0 PS 13 NOA 20.0401.10 6214 TRANSOM PGT WINDOWS SGL IMPACT 3/16' TAPDONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF & DRS EQUAL SPACING & 3' FROM EDGE -36.3 PSF 14 NOA 20.0401.11 SH H33 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED DI +36.3 PSF +55.0 PSF -55.0 PSF & DRS 01C' O/C MAX SPACING & 2' FROM EDGE -44.8 PSF +60.0 PSF -70.0 PS 15 NOA 20.0401.11 SH 35 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10- O/C MAX SPACING & 2" FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 16 NOA 20.0401.11 SH 35 SH PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P,= +31.9 PSF +55.0 PSF -55.0 PSF DRS 0 10" O/c MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 17 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P,= +31.9 PSF +55.0 PSF-55.0 PSF & DRS 01C' O/C MAX SPACING & 2' FROM EDGE -39.8 PSF +50.0 PSF -70.0 PS 18 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P,= +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 19 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10" O/C MAX SPACING & 2' FROM EDGE -34.0 PSF +60.0 PSF -70.0 PS 20 NOA 20.0401.11 SH 26 PGT WINDOWS SGL IMPACT 1 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF & DRS 0 10' O/C MAX SPACING & 2' FROM EDGE -34.0 PSF +60.0 PSF -70.0 PSFI PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.8 MAX. MI WINDOWS & DOORS 1/+' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER OOP TOP & BTM. 37.E PSF 54.0 PSF -54.0 PSF 1BY 5353.9 FL .9 MAX. 156-3 VERT. FL 17472.2 EASTERN 1/4' TAPDONS W/1-3/4' MIN. EMBED MULLIONS MAX. 108" LENGTH ARCHITECTURAL (8) FASTENERS PER H-CUP 34.7 PSF 36.4 PSF -36.4 PSF MAX 40" TRIBUTARY WIDTH SYSTEMS ROOFING NOA NO. 21-0315.03 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 pal. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 HIP AND RIDGE CHANNEL METAL EAST COAST 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 sf P -169 p0, METALS, INCMEMBRANE ROOFING UNDERLAYMENT NOA NO. 18-0502,03 SBS UNDERLAYMENT BORAL TILE SEAL SELF ADHERIEFT-M-11Mr-POEFIXT A- HEAD LAP AND A: 6' END LAP MECHANICALLY FASTENED TO DECK W/ N/A N/A PEEL & STICK APPROVED NAILS AND TIN CAPS 6' O/C AT THE LAPS AND 2 ROWS QLREIMLL- SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 7/8' LG, 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6' MASONRY NOTES I PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS R BE ASTM C 90-90. ASTM GRADES NI OR III. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE P.T. HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0' 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WTH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND OTHER VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 AN C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2. MORTAR TYPE M PER ASTM C 270-92 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.THIN 2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WTHIN 36" OF TUBS AND SHOWERS NTH SILLS 2 THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING CLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4, ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. VERTICAL' EGRESS WNDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" VIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WTH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR, THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINEUP NTH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW Z PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWNGS IS A COURTESY BY THE C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -HATE INCH FROM 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. ARCHITECT AND IN NO WAY REUEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWTCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WTH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED. THE TRUSS COMPANY SHALL RECOMMENDATIONS. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED' BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE 11. PROVIDE PRE-WRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK 'L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE 'TIMBER 12. PROVIDE PRE- WRED T.Y. OUTLETS FOR CABLE AS SHOWN ON PLANS NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION 5. GENERAL: MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES 2 ALL BOND BEAMS (MARK 'BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 5301 A.S.C.E. BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT NTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 7-16/T.M.S. 402-05. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 2101 COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. B. CONSTRUCTION SHALL BE IN ACCORDANCE NTH A.C.I. OS/A 7-16/T.M.S. 6Q2- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC 410.8. Y ON 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS COMM 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWTCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTIERNSE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. ALL HEADERS OVER DOORS AND WIDOWS (2) OR (3) OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS KNSS THICKNESS). NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL TIHICKNESS). NO EN IN WALL ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120T VOLT, LIFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLIING OUTLETS DWELLING UNITS. SINGLE GROUTING CONCRETE WORK SHALL BE IN ACCORDANCE NTH ACI 318-11 AND ACI 301-05. ALL 12 DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 2 OR BETTER AND SHALL PROVIDE yEFORE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 024" O.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WTH 1/2' GYPSUM DRYWALL EACH SIDE ATTACH DRYWALL WTI 1' LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405. F.E.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH 'THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/B' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE CONCRETE 3/4' LONG STUB NAILS W 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WTH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F.5• ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 51 OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN B. CONCRETE BEAM SIZES MAY INCREASED (8' MAX) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. rWLL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16" CROWN METAL 6. INSTALL CHASE PIPE FOR HVAC. IMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2-j5 BARS BOTTOM IF DROP EXCEED`.; EII MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. HYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL 1-1/2' LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WTH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R30L2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA BUILDING CODE 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ADI S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUCBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLD WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: MAL CUSTOM TACOMA LOT 1007 MEADOWOOD COPYRIGHT 2021 TYPICAL "MI" WINDOWS cV N ❑ 04 i® N to co m I In I 18d" 36" 52J" 1254„ SH 15 SH 25 SH 35 SH H35 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN'' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-.. LESS THAN V' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-010 GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE SS THAN De' (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE LOCATION LIVE DEAD BART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 25 0 45 ATTIC 20 10 0 30 WIND: UUTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NO1a THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS ARE NOTED ON THE ELEVATIONS WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS NEI 2x P.T. WOOD BUCK SHOWN TYP. Ili El M.O. 20 1/8' M.O. 38" M.O. 54 1/8' M.O. 27 1/2' M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4' W M.O. 55 1/2' W M.O. 78 1/2' W 1x, 2z, OR 5/4 BOARD 1x, 2x. OR 5/4 BOARD X 98 1/2" H X 98 9/2' H X 98 1/2' H X 98 1/2' H X 98 1/2' H �__ P.T. WOOD BUCK P.T. WOOD BUCK �_ EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB of /� EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 51 BOARD OR Id. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHILY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND DETAIL SCALE DETAIL DWG. SCALE SECTION Dwc. SCALE SECTION Dwc. SCALE INTERIOR ELEV. SCALE B�- BEAM LABEL AREVISION NORTH ARROW BREAK LINE SCALE.1 GRAPHIC SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PUN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 Dwc 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL az_z0E ZI(o POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE 0'-O' FIN. FL SLAB FLOOR ELEVATION L 3 W 0 0 m m W d o � J w iu J W J z Z w m LL U LL w 7 K J n r M L1 1 Q v N cn m N z J 0 a In o z c O 0 a 0 rn � 0 O c cIf >­ Luo o n50 0, 0 a c t ra O 2 0 � p w w c vs 0A Y .w .� L r6 .E OA -0 CL V E 0 0 rp W o E -0a0 Y L 0 0 _ 0 wu C:) 1^ w o p Y w ,; W t a u � on O V V 0 z u ro w j 0 B (.7 _0 au) CL J z O H ZD O LLJ J ca U) z O 0- Ln Lu Intl af O w E' LrL O F- 0 0 O o U LlU O o U J ®W a Ln 1/4" = 1'-0" U.N.O. COVER SHEET C-1