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OFFICE USE ONLY: DATE FILED: REVISION FEE: I• LOCATION/S E ADDRESS: Galeria PERMIT # 1712-0728 RECEIPT PLANNING & DEVELOPMENT SERVICES MAR 2 7 7018 BUILDING & CODE REGULATION DIVISION Permitting Department 2300 VIRGINIA AVENUE St. Lucie County FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: wli` ac endows and Addinga 6x 10 Slab Off CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LLICI BUSINESS NAME: orporation QUALIFIERS NAME,- ADDRESS: 8000 South U wy, ui e CITY: o ucie STATE: PHONE (DAYTIME): - r3-- F OWNER/BUILDER INFORMATION: _— NAME: Wynne Building Corporation ADDRESS: out wy. I aulwwz CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: ZIP 3-_ FAX: (772) 878-7656 -- NAME: IJKADEN & BRADEN ADDRESS: CITY: �TIIART PHONE (DAYTE • STATE: FL 772 287-825ZIP: 34996 Revised 07/22/2014 a File COPYR ,3 r U' t I.l ThiilPermit 9 .,g " . IN Copy . � • ti _ 1 ri FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE THE WINDSOR IMPACT Builder Name: WYNNE DEVELOPMENT Street: THE WINDSOR Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: G Q.� � Jurisdiction: Design Location: FL)_ L, ort Pierce County:: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1432.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1224.00 ft2 b. Frame - Wood, Adjacent R=11.0 208.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1753.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 1753.00 ft2 6. Conditioned floor area above grade (ft2) 1753 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(151.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 225 a. U-Factor: Sgl, U=0.63 111.36 ft2 SHGC: SHGC=0.25 b. U-Factor: Sgl, U=0.65 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.21 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.850 ft. Area Weighted Average SHGC: 0.239 14. Hot water systems a. Electric Cap: 40 gallonsEF: 8. Floor Types (1753.0 sqft.) Insulation Area 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1753.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.086 Total Proposed Modified Loads: 53.83 PASS Total Baseline Loads: 53.85 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: U1 I "4"Q9 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ ITDATE: p Review of the plans and specifications covered by this calculation indicates complian with the Florida Energy Co :, r Before construction is cots this building will be inspect compliance with Se o Florida Statutes. BUILDIN DATE: _ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualiies as certified factory -sealed in accordance with R403.3.2.1. ' this project requires an - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance With R402.4.1.1 and envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402,4,1,1), Ne Copy 4/16/2018 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant c„r+.. ___ FORM R405-2017 PROJECT Title: WYNNE THE WINDSOR IM Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1753 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: WYNNE DEVELOPMENT Rotate Angle: 225 Street: THE WINDSOR Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % 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 Entire House 1753 14024 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 MASTER BEDROO 224 1792 No 0 1 1 Yes Yes Yes 2 WIC 63 504 No 0 1 No Yes Yes 3 MASTER BATH 56 448 No 0 1 Yes Yes Yes 4 M.BATH 61 488 No 0 1 Yes Yes Yes 5 LAUDRY 36 288 No 0 1 No Yes Yes 6 BEDROOM 2 180 1440 No 0 1 1 Yes Yes Yes 7 DINING/GREAT R 588 4704 No 2 1 Yes Yes Yes 8 KITCHEN 209 1672 Yes 0 1 Yes Yes Yes 9 BATH 50 400 No 0 1 Yes Yes Yes 10 HALL 25 200 No 0 1 No Yes Yes 11 FOYER 92 736 No 0 1 Yes Yes Yes 12 BEDROOM 3 169 1352 No 0 1 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 MASTER BEDRO 37 ft 0 224 ftz ____ 0 1 0 2 Slab -On -Grade Edge Insulatio WIC 1 ft 0 63 ft2 ____ 0 3 Slab -On -Grade Edge Insulatio MASTER BATH 8 ft 0 2 0 56 ft 0 1 4 Slab -On -Grade Edge Insulatio M. BATH 7 ft 0 z 0 61 ft 0 1 5 Slab -On -Grade Edge Insulatio LAUDRY 1 ft 0 0 36 ftz 0 1 4/16/2018 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 6 Slab -On -Grade Edge Insulatio BEDROOM 2 12 ft 0 180 ft2 ---- 0 1 0 7 Slab -On -Grade Edge Insulatio DINING/GREAT 50 ft 0 588 ft2 ---- 0 1 0 8SIab-On-Grade Edge Insulatio KITCHEN 11 ft 0 209 ft2 _--- 0 1 0 9 Slab -On -Grade Edge Insulatio BATH 5 ft 0 50 ft2 -___ 0 1 0 10SIab-On-Grade Edge Insulatio HALL 1 ft 0 25 ft2 -__- 0 1 0 11SIab-On-Grade Edge Insulatio FOYER 9 ft 0 92 ft2 -___ 0 1 0 12SIab-On-Grade Edge Insulatio BEDROOM 3 14 ft 0 169 ft2 ---- 0 1 0 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Metal 1847 ft2 292 ft2 Light 0.6 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1753 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) MASTER BEDRO 30 Blown 224 ft2 0.1 Wood 2 Under Attic (Vented) WIC 30 Blown 63 ft2 0.1 Wood 3 Under Attic (Vented) MASTER BATH 30 Blown 56 ft2 0.1 Wood 4 Under Attic (Vented) M. BATH 30 Blown 61 ft2 0.1 Wood 5 Under Attic (Vented) LAUDRY 30 Blown 36 ft2 0.1 Wood 6 Under Attic (Vented) BEDROOM 2 30 Blown 180 ft2 0.1 Wood 7 Under Attic (Vented) DINING/GREAT 30 Blown 588 ft2 0.1 Wood 8 Under Attic (Vented) KITCHEN 30 Blown 209 ft2 0.1 Wood 9 Under Attic (Vented) BATH 30 Blown 50 ft2 0.1 Wood 10 Under Attic (Vented) HALL 30 Blown 25 ft2 0.1 Wood 11 Under Attic (Vented) FOYER 30 Blown 92 ft2 0.1 Wood 12 Under Attic (Vented) BEDROOM 3 30 Blown 169 ft2 0.1 Wood WALLS Adjacent Ornt. To Wall Type Space Cavity Width Ft In Height Et In Area ng Sheathing FramiRA/al-le Solar Below o 1 NE=>W Exterior Concrete Block - Ext In9MASTER BE 4.1 16 0 8 0 128.0 ft2 0 0 0.5 0 2 SW=>E Exterior Concrete Block - Ext InEMASTER BE 4.1 7 0 8 0 56.0 ft2 0 0 0.5 0 3 NW=>S Exterior Concrete Block - Ext InEMASTER BE 4.1 14 0 8 0 112.0 ft2 0 0 0.5 0 4 NE=>W Exterior Concrete Block - Ext In9MASTER BA 4.1 8 0 8 0 64.0 ft2 0 0 0.5 0 4/16/2018 9:09 PM Page 3 of 5 EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 5 NE=>W Exterior Concrete Block - Ext InsuM. BATH 4.1 7 0 8 0 56.0 ft2 0 0 0.5 0 6 NE=>W Exterior Concrete Block - Ext InglEDROOM 2 4.1 12 0 8 0 96.0 ft2 0 0 0.5 0 7 SW=>E Exterior Concrete Block - Ext InQINING/GRE 4.1 30 0 8 0 240.0 ft2 0 0 0.5 0 _ 8 NW=>S Exterior Concrete Block - Ext InDINING/GRE 4.1 20 0 8 0 160.0 ft2 0 0 0.5 0 9 SW=>E Exterior Concrete Block - Ext InsuKITCHEN 4.1 11 0 8 0 88.0 ft2 0 0 0.5 0 10 NE=>W Exterior Concrete Block - Ext Insul BATH 4.1 5 0 8 0 40.0 ft2 0 0 0.5 0 11 SE=>N Exterior Concrete Block - Ext Insul FOYER 4.1 8 0 8 0 64.0 ft2 0 0 0.5 0 _ 12 SW=>E Exterior Concrete Block - Ext Insul FOYER 4.1 1 0 8 0 8.0 ft2 0 0 0.5 0 13 NE=>W Exterior Concrete Block - Ext InBEDROOM 3 4.1 13 0 8 0 104.0 ft2 0 0 0.5 0 14 SW=>E Exterior Concrete Block - Ext InfiEDROOM 3 4.1 1 0 8 0 8.0 ft2 0 0 0.5 0 15 N=>SW Garage Frame - Wood BEDROOM 3 11 26 8 208.0 ft2 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>N Insulated FOYER None .39 3 3 6 8 21.7 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW=>S 3 Metal Low-E Single Yes 0.63 0.25 N 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 NE=>W 5 Metal Low-E Single Yes 0.63 0.25 N 6.9 ft2 1 ft 0 in 1 ft 4 in None None 3 NE=>W 6 Metal Low-E Single Yes 0.63 0.25 N 16.2 ft2 1 ft 0 in 1 ft 4 in None None 4 SW=>E 7 Metal Low-E Single Yes 0.63 0.25 N 39.8 ft2 1 ft 0 in 1 ft 4 in None None 5 NW=>S 8 Metal Low-E Single Yes 0.65 0.21 N 40.0 ft2 8 ft 0 in 1 ft 4 in None None 6 NE=>W 13 Metal Low-E Single Yes 0.63 0.25 N 16.2 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 806 ft2 806 ft2 26 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1636.1 89.82 168.92 .2598 7 4/16/20 8 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr cfm 0.85 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 225 ft2 Attic 65 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [[ Mar Apr Jun Jul Au Se Oct Nov [ Dec Heatin Jan Feb [Xj Mar Apr Jun Jul jMa rj ay rl AujXj rj Sep f Oct XNov [X Dec tX Ventin [ lX Jan [ Feb [X Mar l K A r [ l Ma Jun Jul Aug Se [X Oct X Nov ( Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) 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 4/16/2018 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant SoftwarA ..s a 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WYNNE THE WINDSOR IMPACT Builder Name: WYNNE DEVELOPMENT Street: THE WINDSOR Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealingmaterial. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. 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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including above -garage insulation. maintain permanent contact with the underside of and cantilevered subfloor decking, or floor framing cavity insulation floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall ,-.Ytpnd behind piping and wiring, Shower/tub on exterior wall The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Conceded When required to be sealed, concealed fire sprinklers shall only be sprinklirs sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In adction, inspection of log walls shall be in accordance with th A/16/2013 grog PM a provisions of ICC-400. EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 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 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows- Description a. U-Factor: Sgl, U=0.63 SHGC: SHGC=0.25 b. U-Factor: Sgl, U=0.65 SHGC: SHGC=0.21 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: THE WINDSOR, FT. PIERCE, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1224.00 ft2 b. Frame - Wood, Adjacent R=11.0 208.00 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area Yes a. Under Attic (Vented) R=30.0 1753.00 ft2 1753 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 111.36 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 225 40.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.8 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 2.850 ft. 0.239 Area 14. Hot water systems 1753.00 ft2 a. Electric ft2 b. Conservation features ft2 None 15. Credits 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 com feted based on installed Code compliant features. -�-- -� Builder Signature: -- ---- Date: Address of New Home:�� , - City/FL Zip: S� 5 -2;, 1_�� kBtu/hr Efficiency 34.8 HSPF:8.50 Cap: 40 gallons EF: 0.97 Pstat � �� _ ,..._ ;2 ✓4' _©D ENE *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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 4/16/2018 9:09 PM EnergyGauge® USA - FlaReS2017 - Section R405.4.1 Compliant SoftWar@ Page 1 of 1 Gulf Coast Supply and MFG 5v Crimp Metal roofing Fl. #11651,12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) :30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on t9pical concrete SLOPE block construction COVERED PORCi-1 171°lnlsh Columns with 5/8" thick x 8% cut 5/8" thick cut coralcoral finished stucco bands finished stucco bands LEFT ELEVATION I G H T E L E V A T I 0;11�m u SCALE: 111/4' - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451-12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (typ€: 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet light 5/8" thick - textured stucco on s .: ♦ et� block construction SCALE: 1/4" - 1'-Q" r- - Product Approval Subrnittal Affidavit opening swim Overbisiiiuill Doom SUMM Doom ragow Product Model Manufacturer Glass Attachment method t� Design Pressure Type NUN= WEN � of Approved Teaft I,2,3 FL# 239.3 Single Flung SH-100 PGT 5/1L" cn paced pore prg,= approval. �/ Contractor i9611 adhere to + 80.0 PSI= .4 im act min. a e distances specified m Product approval A Overhead 1L-0330.02 Garage Door Model 824/811 IT 1'M may. udth DAB 1G height --- inm am ram u : xvere. $IV x V wW i;u- si.♦V" st N ae. ��fif a °x" e!"�'rP' 4i t., t' 10-9-21 + 50.0�1-LO.O psf -O max t of x = dra..�,d - ac w gu= ,dare t" Wi and. ,na' a.sir�.c ..r.. - rdc lb E FL# ILLi4.l Fiberglass Snood, Je1d-Wen ----� Ellco 1/4' dlta. tapcan eilth rein 1.25' embedment at 3' max rro,e corners end 1i,5" o.c. eiar thereafter to head and Jmnbi. + 50.0 PSF Pro/ FL# 251.5 FS_1,dlrigGass Door ernes i PGT SGD PGT I' nom Tee "G� 4' space peg produet appreral. �,ontraetor shah a ere to Olin. 2 I/2 edge distances &pecifled in Product approval- LO.O PSI= Product N® 1 # Attachment Method Expiration Design Pressure Approwd Testa NUIUM Date of ® FL# 2L1.1 1' 2 3/4" PGT install per fastener type and •pacin s shiown :°r- Table IA and 115 in product approval on sheet 5 of 2. + 58-0 PSF x x .3'I'a" f FL# IlL5i.l2 5V Crimp Gulf Coast Supply e®a®4s'1�r�s 2� ga. Sv crimp metal rooting attached to pll�war�d dock using $9 x 1.5' rood screws uitl self sealing masher at 12 o.c. rax spacing over ASTM la Metal Roofing and manufacturing (type 2) 30 1b felt underlagment installed urth min. 1 aide laps and L' and laps fastened wth corrosion resistant tin cape and with 1.25' rrng shank nails spaced 4 O.C. at all lappss and two staggers roue 12 o.c. in held. Attach trusses detail - 108.5 PSF desk to using attachment on rod plan Siding Stucco on Block Soffit F L # 12198.3 " Model T4 12 vented Kagcan Install using 2" x 2" batters at L' o.c. screwed to soffit framing using #B 1 3" wood5mc at eachtruss,all s f it to oheadtens using +55.0/-35.0 PSF Vinyl Soffit a is ins ai,Irelwgs Hurricane 24 Gauge Global Protection Install uslrg 1/2' dia. sd!d set lead ancho-s wr.h 114" dra.-2J x 1.5' Panels Fl# 15014.2 Storm Panels Products LLC long SS screw head combo. with Neoprene Lasher at 12 1/2 o.c. along the bottom and 13' o.c. at the tq, + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record } .0 01 base -board Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood i3eck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L o.c. gat -all laps �and ®two �staggered �rows 12« o.c. in field. Attach 6/8" thick x 8"w cut stucco on tgplcal concreti coral finished stucco bands block construction REAR ELEVATION EJ 171ED 5/8" thick x 8"w cut" coral finished stucco bands bottom1/2' dr9wall coiling on truss dr9wall , A 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L rnil Visgueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden 4 BradenArchitects - Planners . . B E-mail: bradenaia* comcast. net :. -Stuart., Wgnne Building ♦ r♦ i r - r: Floridard SCALE: 1/4' - i'-O' IS WESE PLANS AND ALL PROPOSED WORK ,,RE SUBJECT TO ANY CORRECTIONS R1:QU1RED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ALL MANUFACTURES LABL.ES SHOWING U FACTORS AND SHGC COMPLIANCE WiTH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED "NCEALED FASTENERS OR ATTACHMIENT$ 7/8' Thick cut coral stucco over papei'PF THE RESPONSISIL1TY f THE backed wlrre lath nailed to substrate through'iNTAACTOROFRECORD one layer of 15 lb felt using 8d narls. Substrate to be 19/32" CDX Pligwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I-NWI ;Q►IMF ra 11011 FR.,ONT ELE\/ATION SCALE: 1/4' - I' -ON 0'-0' = Finished Floor 1Z -' -07 2 ST. LuCI4 `Ti Y B1TI P�Nl v Pplisi , I91;YIENVED FOR CJAWL 'CE R + VIE ID BY hAT L, .;4N1"T hTS T HE laff ON JOB Oft NO IN'SPECTIOli'4VI.LL BE NUDE. ALL CONTRAC7OR WARRANTIES CLOSING BUYEROCCURS 13ETLJEEN THE AND WILL CON INUE FOR ONE YEAR FROM THAT DATE F=1._RM11TT1NG INFORMATION (FORM 100 Florida BmWing Code Readentiall: 5th Edition and ASCE 1-10 for Wind Loading Building Design It,, Encl : d Risk Categor 11 Wind Velocitg: 145 mph ultimate Mean Height: '- a Roof Pitch:LID Internal Freer re oe recent: t 0_18 Sub jectalilaq to damage from: Weathonng: verger iblei• Tererrte& era eavy Width of Roof End Zorre: 37-4' Wind Speech: mph ultimate Wind Eeeuire lassrfication: C Adjustment factor for Expmure Height.-1.11 X 04 = 0.121, ASD design Load C rnati : ASCE 1-10 Section 2.4 0L+LL+LL.: DL+O.GWL; O.LDL+O.i&WL Comp is t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.L psf Roof Zone: 2. +204/3?011 pat Roof Zone: 3. +20.4/-84.0 pat Compononts 4 Cladding Wall End Zone Width: '- Comp 64 4 Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.'1 psf Wall Zone: 5. +35,8/-4'1.8 psf Comp is d Cladding Wind Pressure (NET) an Garage Door;+32.0/-40.3 pat Shear Walla Comdered for Structure? Yes Continum Load Path Provided? Y@& Are Components an Cladding Dot s Provided'? Yes Minimum Sail Bearing Pressure; pee. Presumptive; X Bg Test: psi This Budding Shall Have the Following: APPROV111M SHUTTERS. X MPACT CO AS& �iNATH: marri•ILiR:� ROOF LIVE LOAD: ML psf ROOF DEAD LOAD: 12pal FLOOR LIVE LOAD:__JE_ •psf FLOOR DEAD LOAD; -Q- psf Model: Date DrauinLEFT - , CheckedPORCH . = Roof Zone Walls Zone 4 1. - Roof Zone 2 Walls Zone 5 END ZONE M- Corner Zones Of= 5 13 Impact m in Counter top - verify type with contractor 12" x 12' Concrete column 12" �SidI _ i -0 block filled with concrete and N.-.S. (2) #-T bars vert.. tied into 1. Contractor to verifrq ALL notes and dimensions prior to 3�" high bg 4" diameter lintels above i7proceeding with work. steel crash post. Floor steel countertop support angle _ g Flange with 4 - 3/8 Install c from each end and Base cabinet Recess top plate L•w x 3/8"d for steel support angle A CC I I 17 ® C __r 1-\ = 7- I - see detail on this sheest TYi�I AL IVOT=S- SCALD I - a 7-1/ '° 1 !.J ♦•r '"" •ilk 2. Contractor to STRICTLY/ enforce ALL OSHA Requirements. expansion bolts into one in center of couni:er. see angle detail 3. ALL Lumber to be used as Beam, Wafters, etc... to have slab (3/8"t 5Q ksi steel plate) _2' x 8' wood studs a minimum 1,400 F.S.I. fiber stress. 4" 1/2" drywall at 16' o.c. 4. No dissimilar metals to touch. 2�" 2°/a" -2' x 8' PT mood plate 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. " ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° - shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix •3ra� ° 2 " KITCHEN hI i�LAND RAMINC: ®ETAIL 4. Drywall at ceilings shall be leveled and attached to bottom chord y of trusses with screws per FBC R102.3.5. `.-.i a,�° Attach buck to block wall with I/4' dia. Elco conic screws with min. 1. ALL wood in contact with concrete shall be pressure treated. ° ° 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" and 4' max from each corner thru Exterior face 2' x L" PT Buck 9. ALL plumbing fixtures to be low flow. of w°'I 10. Contractor to Provide Drain at water heater in accordance Brits with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for wood screws t.hru"Jamb into buck handicap accessibility requirements. , , '2i�,'° ��� prior hinge atitdeoc6me��c. "lax and Detail at Door p 12. Lowest finished floor to be set bg Governing Building Department `' , „ surveyor to set In field. 13. Separation between residence and garage shall be per FBC R302.9 INSTALL. VULKEM BLOCK SEAl-AN17 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATIONiBLOCKRIOR TO BUCK W.H. a't e r Heater Install windows thru buck into block with 3/I4' tap -con with 1 1/2" penetration at V o.c. max. 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er i� FBC R302.9.1 from each corner 20." MO. max lb. Wall and ceiling finishes shall have a smoke -developed index of not greater than 0 per FBC R302.9.2 ea thereafter at jambe and 20' a.c. max. Exterior face at head and sill per product approval 11. All exosed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I' x 4' PT flux notless than 0.12 matt per square centimeter. Exposed foam plastic insulation varies materials exposed on the underside Of the roof deck or on the attic walls shall core iy Uj with F.B.C. 316 - see permit info box of code edition 18. G psum boar material shall conform t0 ASTM C36, C19, C-415, C51, C430, C931 i'x4" P.T. Buck marled to C60, C1002, C10-41,C1111, C1118, C12'18, C1395, or C1394 and shall be installed Took with casehardened nails Detail a t 11J � n d o s prior to window attachment according to the following: (FCC R102.3.5) Masonry beam Drywall Thickness Location Orientation Framrn g Max. spacing Member of fasteners Nail sizing options for installation drilwall rnto I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachmain N�,5 Spacing Maximum Nails Scrawl of wood framingmembers 2" x min. t rckneaa . d•': �f :iY�'..:.. "�:..: �;::.;..: Install SGD thru buck into block with 3/1L" tap -con with Ceiling Perpendicular 24" ," 12" 13ga 1 3/8" long with 19/44" head ^,'T;;+S ,. .:` a,:; =.:: 1 I/2" penetration at L" o.c. max. from each corner and 20." o.c. max 0.098" diameter x 1 I/4" Iong,', .',°.;',~':,�,; ; ,'�',.,.' ='- thereafter at head per product approval PP I/a annular -ringed or 5d cooler marl Either Walls Direction IL" 8" 1L" OR 0.080" dia. xx 1 5/8" long with 15/44" head Ua Use 3/14" tap -con with OR G lin board nail 0.084" dia. 1 1/2" penetration at L" o.c. max. from each corner and 20' o.c. max x 1 5/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" `i" 12" 13ga 1 5/8" long with 19/44" head OR 0.098" diameter x 1 3/8" long 1' x L" P.T. Buck nailed to block with case hardened nails P! annular -ringed or Ld coder nail- Head prior to door attachment a walls Either Direction 0.092" dia'.oxR 1 1/8" long with 1/4" head OR G1 psum board nail O.Q�15' dia. x 1/8" with 19/1.4" head. fixed door sliding door '•:=`''' :; 19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru A108.4, Masonry Wall A108.1 A118.1, A118.3, A131.1 and A131.1 20. Cement fiber -cement or glass mat sum backers in accordance with AST C1288, C1325, OR CII-18 and installed i.A.W. manufacturers recommendations shall Bottom Traa.. `�"-Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGO thru buck into 21. Insulation includin facings such as retarders or vapor permeable members installed g g p p block with 3/14' tap -col, with ' l l d l r 00r Detail a i l 1 1/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompan In smoke At Masonry WalllTS thereafter at ,lambs per product approval Jamb developed index not to exceed 0 when tested in accordance wit ST 8 Insulation shall comply with F.B.C. R.316. Gulf Coast Supply and MFG 5v Crimp Metal rootingFL 411651.12 24 ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" wood" screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" rang shank nails s aced L o.c, at all laps and two staggered rows 12' o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 1 I/2' nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 at 2 "o.c. TYPICAL I lolba. uplift (shop drawings bu manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottam chord of trusses 1/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block ^ riled with concrete and (1) #5 bar cost. in each row. Substitute Kagcan full o vent vim l aoffit installed precast lintel filled with concrete and (1) 45 uan►�ia� 1/8" dia shank x 1.5" long gaiv. bar coat. for bottom roux over openings rooming nails girth 3/8' dia. head per product approval - see chart sheet 31 1/2" dryywall over i" x 'furring stri 8 at 14" ox. with R 4.1 i r-f or1 insulation on typical 8° B',ack walls 5/8' thick light textured All drywall to be installed per FEC R'?02.3.1 stucco on typical concrete -i and sfiall meet all pertainingg ASTM codes. block construction as Mortar to be Tgpe M oil proportioned per FBCr RLOi.I and Mortar fonts shall comp 4 with FBC RL071.2.1. Provide Dur-O-Rock at al, wet areas 'ex. showers, tubs etc...) #5 bar vent. w/ 30" overlap Fall cell with concrete and at each filledcell CI) #5 bar vert. (typical). Max. apacing shall not exceed Wood 48" unless otherwise noted Ease see foundation plan notes for spacing at openings 4' concrete slab with fibesrmesh OR L'xb' #10/10 WWM on G rn,l Visqueen ovrar clean compacted termite treated fill Grade 0� l I'- 14" x 14" Concrete fAirg with (2) #5 bars cont sn �t5 TYPICAL SE CTION transverse bars at 4f! - c�c Scale Ie_Q;, indoor Schedule Mark Size Rough ® en. Window Description _ PRESSURE ZONE I. We"x Ws" Single Hung ZONE 4 2. L'-:l s®"x 5'-3 'fs 15" x L3 %4" Single Hung ZONE 4 a. 2'-2" x 3'-2Y 2lk2"x 38%,„ $inglo Hiing ZONE 4 . 3'-1" x 5'-3 i"„ 38" x 63 ,/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mu Ions per elevations. LL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered l rough openrn$ dimensions to be verified by contractor wr h manufacturers specs prior to construction oor the Uel M rk Size Rough Opening Door Descri Lion PRESSURE ZONE 9'-0" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 3--®" X 4'-81 41" /:" X 83/3,'4" Fiber lan Panel - Irisnein ZONE 4 ;'-O' X 6'-8" 14" x a '12" Sliding Glass Door ZONE 4 2'-0' X V-e' Solid Core - Wood - L-Panel-Di-Fdd PnWW 24' x 81 r2' 2'-6" X V-8" $did Core - Wood - L-Panel b'-O' X V-8" Solid Core - Wood - L-Panel - Br-Fdd 2'-8' x C-8" x 1 �4" Solid Core Wood. Steel. or Masoraiiii Door _ 2'-8" X V-8" Solid Core - Wood - L-Panel 2'-6' X L11-8' Solid Core - Wood - L-Parcel - Di -Fold ALL b W wi Exterior doors to withstand pressures stated x on sheet #I RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM THSTAND THE PRESSURES STATED IN PERMIT INFO BOX l rough openinrq dimensions to be verified bg contractor h manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 I 8'-IQ/2" Filled cell under girder above a WiRE LATH I STUCCO CEILING 0 1 q„ EGRESS 131_1111 MAST, ®R N o B ED R 0 0 M - a O Q o a a o O RUQd ' --OF+ A.Q.F. m I ®lit C-eiFin-g a m N 1 1 Vanity to be 34 Yz I, high ° 8,-0 to 9'o"° A.F.F.lill V suite- Ceiling -i Rod t Sltelf I _ CID 1 �I OSi!p a 93IM I I' -I" L � H.B. !n � to 0 I Rod t�S141f I was+��ra �7�reR ,2tu " Ln !X I aLAUNDRY t ® 1 T a. i W l 8'-0°` o 9,_$I, A.F.F.Vaulted C' ling I - DINING RoomVanity to b ---> I I 34 Y21, h --42" o 3/8" thick steel I counter t s to _T '�` 18 cil counter top supports tQ,l overhang wa l 1.5' v- 11 5'-3. 4„ r 9,-5„ counter toe to e9 �'q-�� overhang wall, 1.5" -_ El LA OD r uW r O y � �41 ��s�; "wail - I I .a C O N D 1 I IT BEDROOM °1 8,-0„ to '- 3" A.F.F, I El'-C?" ,4.F.F. - O Vaulted erlrng I rl_ Flat, Ceiling I cr Upper cabinets to i I extend over Ref. I r- crz WAVE j 1 ° I NON VENT H.®. o I se•R.".LEAR 2 j ° 121 ` L oweivrNG ,q- 1- . _- Batts i en ° A/C a W.H. Provide autX01 I� r I "e6 Steel Ballard closer T , ea detail this sheet '�. -� BEDROOM 2: X r > , 1 I Attic A� I 1 � 1 o I 8'-0" A.F.F. Fiat Ceiling Flat Ceiling � 1 GARAGE 4 4 I 0 lock wall in g raga to be '`. a MT a ° struck block 2 R-n Batts irm"twn ° 1, Provr le Butch Panel Amp ° EMERGENCY closer Panel r__,-----------.-_, - RESS 3• i $ i 3. I I s i I IGOL. RT i I J R A G E i -a�- - I i I_ ,_Q, i Ln 12° I Verifrg attachment hole location with GC prior to fabrication 3/8" thick r�P+ steel bracket Braden It Braden - RA s Buildino Corp. Architects - Planners -IRar- 411 S.E. Coconut Avenue T H F! UJ I N D S 0 rm"'. Tel - - ,E mail: - brad r • ` _ Lakes, Florida Stp�art. FL .. = • • 1 i Square Footage Breakdown SpaceTotal A/C 1,153 _. Covered Porch Total r: Gi!ENe 459 99. JDate Drawn11 k I RDr1 �j qj I v r LEFT " Checked . a �� W Mt I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPERENGINEERING DATAFOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL #LUMNS, FILLED CELLS, AND BEAMS SHALL BE i•• PSI -#• r PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W1 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. fl. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-]�, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4XL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH � ON t. MIL. POLYETHYLENE VAPOR " BARRIER ON TERMITE TREAING TED, DOWELS,CONDUITS. INSERTS,BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THES;= PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE BROUGHT SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTIONFOOTING: B • - TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. - 1-4- LAP ALL REINFORCING STEEL A MINIMUM OF -48 BAR DIAMETERS. GENERAL4 i •- TO VERIFY ALL EXISTING CONDITIONS• r DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Pb OF 1�00 FBI ATTENTION OF - 8- IL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE F 0 N D A T 10 N F -fir TREATED. •+: RATING. r .. HAVE MIN. PRESSURE ,D FASTENERS for approval before proceeding with construction. 2. Contractor shall be rerrw r- for verificationof all 3. Soil conditions assumed to be 2500 psf. Should an� other conditions be encountered, the architect shall be notified in writing for revision 4. Verifg all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48 O.C. max. Provide (1) filled cell on each side of opening� uo,,to 5'-11" wide. Provide (2) filled cells on each side of, opqrungs from to T-11" notation and dimensions before starting construction. FOOTING MONOLITHIC FOOTING WITH 2 #5 13ARS CONTINUOUS r�'I . .FOOTING STEP • ON 30" x 30a x 11010 COLUMN FOOTING WITH (4) #5 BARS EACH WAY ! _ •THICKEN SLAB EDGE- CONTINUOUS • With Curb at Garage M MONOLITHIC FOOTINGDETAIL ON an rove e filled cells on eac sl e or openings TroIn--1-Ur-::--70 an up -- - -- Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 4" o.c_ unless otherwise noted (see section) L Contractor to provide for Form Board Surv,eg - Form Board Survey to be provided to Truss Company prior to truss construction 1• Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade � , meeting ASTM A-14 and A-5 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of " concrete protection at footings and 1-1/° " concrete protection at beams for ALL reinforcing bars_ #5 bar vert. w/ 30" overlap — at each filled cell ''� � _ per••—.—.— — ►! �... ��11I©1�1 l� G: IF10-000 4 It concrete .. with fibermesh OR CfxC • • WWM on • mil Visqueen clean compacted termite treated fill bar cont. 461 10" #5 bars cost. bottom steel 12" DETAIL AT L" GARAGE STEPDOWH SCALE 1/2" = IJ_O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied ' into lintels above Verifrg Douse slab height in field Top of rooter IL" below finished floor Thicken edge to 8'x8" with concrete and 4" concrete slab with 4ibermesfi •- r-ne, #5 bar continuous Vxf." • • WWM onAq mil Visqueen over clean compacted tgMte treated fill SDI 1I 0�1 8 /-P-ORCH • :. EDGE DETAIL SCALE 1/2" i #5 bar vert, w/ 30" overlap at each filled cell Adjust curb he h fused on gar. Floor slope. 95 bar in curb Grade � I I = S_ E m — _ `! II!-�1111 N I - i- dH T' • .. concrete olumn footing 46 bars each wag COLUMN FOOTING IDETAIL • \SEE TYPICAL E.CTIONS 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on IO mil Vlsqueen over clean compacted termite treated fill • f. •,! '•,,.r.••F III III I II 114"w x 1-4"d concrete monolithic I I I I footing with (2) #5 bars cont. 3 If J SCALE 1/2" = 1'-0" 400 concrete slab with fibermesh OR 6`°x4;, Rio/lo lJJ'jJM on io mil Visqueen over clean compacted termite treated fill I #5 bar cont. ;. Y LO (2) #5 bars cont. bottom steel $111, r- T A I I A T C] 11 /^ A r-, A /` !— /'o t r® r% r_% ./Y I I I 1 I SCALE 1/2" = 11_0II Termite Protection for New treatmentSoil -prevention inside the foundationperimeter shall be done after all excavation, backfilling and compactioncomplete. spacesIf soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including boxed Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around >, penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x IV PT wood secured with overhead door 11 to wood L jamb per manufacturer's product approval Garaof Door Jamb Detail GARAGE r••- TO WITHSTAND PRESSURES .IN PERMIT • �w rPRODUCT APPROVAL w- BOX MANUFACTURER e Filled Cell Masonrg Column • • • « • i • • Filled -ll f rnrg Column Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footincl To Tie Beam Conc. To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Sincile Filled Cell Column- 0 I'll, N ;1 IIV�1No ,AM 4.� TT° IJ Filled cell undergirder above 0 ® Rear Porch Slab to L F1 p I be poured separatelg T- I a- from House Slab. I � Thicken footing to I 0 I :24"w x, 14"d x :74-L I ° L� -- under filled cell ° a-LL° °I I° ,, ° Loi I under girder bearing.75 J u 75 ° 1 0 FI Rear (Patio/Slab to — F1 i be flue with bottom of slidin door recess. I Slope l" i _ I I I 'I I - I i F l I I _ I i I J I I I I° I I I I o +"4oncrete slab With fibermes oiz �► 6"xi l �1O/1C WWM on b mil Visq en over H.B. x ��� I c:lea�i compacted termite treat fill ° OD I � I-- i i WAaw DRYER - ° 1 I - I i I 11 I Ii ® I o I Fl I I I o I I o I °I I° I I I p- O m I I DW- 19 ° I I VxL"" o4ricreta slab t /10 WWM ono mil Vissue®Rover Fl I I I clew compacted teririit:e treated fill I I I Io MICROWAVE MOM-vEi�.T ItEi^, H.B ° I 0 soPe MNO I O AMNAMWOM ._ AJ •e'"!• I o I ° ® 0 Steel Ballard I I I ee detail on this sheet' )il!'4 I I I I Atto Access I Lam. I t I I F1 I Meter and panel J wither ads of - — owe field verifg service location I I - -- -- --r — in a I e- I I ° 15O Amp Q Panel W-111I I o f $ �I �ry m l I I ®Q. _ o I I is- 1 1.5" Recess for IT7711° v a ° ° 1.5" Recess for arage 7oor garage Door 2'-S" ,_ 2,_ ,, 6 4 9,_0r, 2,_8I, Architects — Planners + net St. Lucie Countg Florida 'Date Drawn yi Drawn bg: LEFT Checked bq: I!DA\A I!DA\A PANEL "A" Poles ISR Load Wire Desarrptron circ# tire# Description Wire Load BR Pales 2 40 1.0 km #8 A/C coop l 2 AHU $10 3.5 ko 30 2 3 4 2 30 4.5 ku #10 40 gal. water HTR 5 L Range #4 12.0 ke 50 2 '1 e 1 20 1.8 Its #12 Pump 9 10 Dr #10 5.0 ku 30 2 11 12 1 20 1.5 ko #12 13 14 Disheasher #12 1.2 kw 20 1 1 20 1.5 Ito #12 Microwave is 1L Refrigerator #12 1.2 ke 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I'1 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 ku #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 ko #12 Garage Door Opener 23 24 Recepts 812 20 1 1 20 IA kw $12 25 21 Recepts #12 20 1 1 20 1.12 kw #12 21 28 Recepts $12 20 1 I i5 #14 General Lighting 2-1 30 Recepts #12 20 1 l 15 $14 General Lighting 31 32 Recepts #12 20 1 I I6 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting $14 l5 I 1 20 312 Bathroom GPi 39 40 General Lighting 814 1s I 5 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Csen.eral Lighting (3_.watts sq. ft.) Small. Appliance, .Circult(s) Range ................................................ . ........ Refrigerator ...... Microwave .......................................... I ........ , Dish Washer ................... I ......................... , Clothes, Wks#lei.............................................. Clothes .Drger................ I ... I .......................... Water Heater .. .............................................. Water..Pump.................................................. Cxarage Door Opener ............................. ....... 1136 3 5.205 2 1,500 3 ®00 1 12,000 12 000 1 1200 1200 1 %SOO 1,500 1,200 1 1,200 1 1,200 1,200 1 5,000 5,000 1 .4 00 4,500 1 1,800 1800 1 810 810 Total Watts 3�1.415 First 10000 Watts e100% 1 10.000 10,000 Remainder 21,415 e40% 1 0 10.966 Electric Heat or A/C 10.000 965% 1 10,000 I0,000 Calculated Load Watts 3D.9L4 Volta a _ 240 Calculated Wattage Divided bg Voltage = Total Amps 12q.03 Panel Size Required = I-(Q AmDa Electrical Sgmbol Legend $ Single Pole Switch ® Recessed Can Light r.� Double Pole Switch ® Eusbal Recessed e Push Button switch J�r Exhant Pan Duplex Outlet -�- Ceiling Mounted Light Special Receptacle O-- Way Mounted Light Waterproof. ground fault ftwruptof JW Light with Pug Chan (attic) ® Floor Duplex Outlet Q Computer Connection Jack ® Carbon Monmade Detector 4& Flood Light Q Thermostat m Electrical Panel Q Central Vac ICJ Electrical Meter Q Smoke Detector Coibng fan ® Television Jack ® Telephone Jack „off c A/C Disconnsat ® I x 4 Florescent Li t 2 x 4 Florescent Light ® Speaker Hook -Up ID intercom = JUNCTION BOX TO SUPPORT A FAH = THERMOSTAT LOCATION B/A = Balanced Air Electric dotes: I. Use co per wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFi protected. b. ALL exterior outlets to be WP/GFi protected. T. Recessed cans to be installed per NFPA requirements. 8. AFCi receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing., and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15, All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. i8. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. SEE "J• a to A/C disc. SO M/O Alusiinum ford A b• Conduit -..�� A EL 20 PVC ( PP 2' rigid service PPL I >5#cort°p�i�aina slab EL.ECTRiCAL RISER - Contractor shall use AL-•CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effective) grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-l" shall be installed in metal EMT cordui`,. 25. Dryer Vents to be installed per FBC RMIS02 Vent thru -soffit install oulet under disc. not shown for clarity _s l hre For Front Post Light MECHANICAL L;4 )"' 0 U T 0- THERMOSTAT LOCATION SCALE: 1/4" = I r- O ri PORCH " WP GFCI u W I -- i I I I � l GREAt ROOM 1 � I I I L 0 5 E T MASTER BEDF1,OOM I \ I \ \ WASHER DRYER I ® _ DINING l N f N i ��� LAUNDRY C I -()e ROOM I S � / I IIQ 1000 I III'] ® I � GFCI 01 / r---------='------, IGarage 1 door I I Opener 1 I I I I I I I i I I I I I 1 t ci 1 1 1 1 to garage irghts --i- --.%- Post Light uiith Photo cell Center Posit Light between driveways i SECOND \�3EDROOM i 1 THIRD > 5----E5EDROOM I � I � � UJP GFCi GFCj,{� 150 Amp GFCI Panel Garage I I I Door I I Opener 1 GOLF CART GARAGE I i GFcI GFCI I I ELECTRICAL PLAN SCALE- I/4" = I' -Off Braden It Braden AIIA, PA W r ne BuildingCorp.Cor . MODEL: Date Drawn s Architects - Planners 12-L-I1 411 Tel B, S.E. Coconut Avenue (112) 281-8258 T E WINDSOR R E A Drawn by: Fax : : (112) 281-8283 PORCH, C.G.U. E-mail: Stuart. FL bradenaia®comcast.net 3-4994 #AAC000032 Spanish Lakes t Lucre County Florida LEFT Checked by: 0. >R, B. Attic Venting alculations Total Attic Space = 2101 sqq�. ft. FBC 2SZ5,1q7. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Revisions :