Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutRevision 3-27-18OFFICE USE ONLY: DATE FILED: REVISION FEE: C10 1. LOCATION/SITE ADDRESS: eru PERMIT# 1711-0352 RECEIPT # RECEIVED PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION MAR 2 7 1010 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 Permitting Dei)drtrnent (772) 462-1553 FAX (772) 462-1578 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Changing to Impact Windows and Adding a 6x 10 slab off rear of home 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LCIE COUNTY CERT. #: 8898 BUSINESS NAME: Wyinic Building Corpora ion QUALIFIERS NAMSouthMATTHEWuitteADMMS. y= WT11TNE CITY: -Fo—ff-st. Lucie STATE: PHONE (DAYTIME): k772)878--1-)t3 FAX: (772� -764 7.k W11 ff , I 0 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation . I fol'Ir r i0 ADDRESS: 8000 South US Hwy. I Suite 402 -FU=. LUCT CITY: STATE. FL qg-u PHONE: (772) 878-5513 FAX: (772) 878-7656 5. ARCHITECUENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: 417 COCONUI AVE. CITY: STU PHONE (DAYTIME): Revised 07/22/2014 [.71 " 0A FAX: File C"Py 10 ZIP: 1-7 , Not inch ` izis amst m UP I ICY Air r a 41, �1 Iv FOIRM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE THE ROYALE IMPACT Street: WYNNE DEV. City, State, Zip: FT.y'1E J�CE , F-L ,` ` Owner: (J `"e'�v Design Location: FL, Fort Pierce Builder Name: WYNNE Permit Office: ST. LUCIE COUNTY Permit Number: Jurisdiction: County:: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1688.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1448.70 ft2 b. Frame - Wood, Adjacent R=11.0 240.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types (1720.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area above grade (ft2) 1720 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft� 11. Ducts R ft2 7. Windows(155.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 250 a. U-Factor: Sgl, U=0.63 115.42 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: 3.316 ft. Area Weighted Average SHGC: 0.240 14. Hot water systems 8. Floor Types (1720.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1720.00 W b. Conservation features EF: 0.970 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 55.37 PASS Total Baseline Loads: 56.24 1 hereby certify that the plans and specifications covered by Review of the plans and OF V14E ST4?� this calculation are in compliance with the Florida Energy specfi'a ac c b)�jF 6 Code. calculate us iIi,.g :/ with the r ner s� Is /ui „ •`i`n COS PREPA D BY: Before c st s� F' DATE: - , this build 5,.., Iln' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER DATE: �l d- Florida BUILDING OFFICIAL: DATE: - I-ompuance 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. s an Corrlfliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project require envelVe leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2 . File&PY 4/17/2018 8:47 AM EnergyGauge® USA- FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: WYNNE THE ROYALE IMPA Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1720 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: WYNNE Rotate Angle: 135 Street: WYNNE DEV. 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 - / Design Temp Int Design Temp Heating Design Daily Temp V 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 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 BEDROOM 343 2744 No 0 1 1 Yes Yes Yes 2 WIC 63 504 No 0 1 No Yes Yes 3 M.BATH 56 448 No 0 1 Yes Yes Yes 4 KITCHEN 172 1376 Yes 0 1 No Yes Yes 5 BATH 45 360 No 0 1 Yes Yes Yes 6 BEDROOM 2 204 1632 No 0 1 1 Yes Yes Yes 7 ENTRY 98 784 No 0 1 Yes Yes Yes 8 LAUNDRY 42 336 No 0 1 Yes Yes Yes 9 GREAT/DINING 528 4224 No 0 1 Yes Yes Yes 10 BEDROOM 3 169 1352 No 1 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 BEDROOM 52 ft 0 343 ft' ---- 0 1 0 2 Slab -On -Grade Edge Insulatio WIC 1 ft 0 63 ft2 ---- 0 1 0 3 Slab -On -Grade Edge Insulatio M. BATH 8 ft 0 56 ft' ---- 0 1 0 4 Slab -On -Grade Edge Insulatio KITCHEN 1 ft 0 172 ft' ---- 0 1 0 5Slab-On-Grade Edge Insulatio BATH 5 ft 0 45 ft' ---- 0 1 0 6 Slab -On -Grade Edge Insulatio BEDROOM 2 42.6 ft 0 204 ft' ---- 0 1 0 7 Slab -On -Grade Edge Insulatio ENTRY 6.3 ft 0 98 ftZ n 4 0 tf17/2018 8:47 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software 2 of 5 rsrt.rz141M FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab -On -Grade Edge Insulatio LAUNDRY Eft 0 42 ft' ___ 0 1 0 9 Slab -On -Grade Edge Insulatio GREAT/DINING 48 ft 0 528 ft' ___ 0 1 0 10SIab-On-Grade Edge Insulatio BEDROOM 3 13 ft 0 169 ft' ___- 0 1 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Metal 1813 ft' 286 ft' 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 1720 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) BEDROOM 30 Blown 343 ft' 0.1 Wood 2 Under Attic (Vented) WIC 30 Blown 63 ft' 0.1 Wood 3 Under Attic (Vented) M. BATH 30 Blown 56 ft' 0.1 Wood 4 Under Attic (Vented) KITCHEN 30 Blown 172 ft' 0.1 Wood 5 Under Attic (Vented) BATH 30 Blown 45 ft' 0.1 Wood 6 Under Attic (Vented) BEDROOM 2 30 Blown 204 ft' 0.1 Wood 7 Under Attic (Vented) ENTRY 30 Blown 98 ft' 0.1 Wood 8 Under Attic (Vented) LAUNDRY 30 Blown 42 ft' 0.1 Wood 9 Under Attic (Vented) GREAT/DINING 30 Blown 528 ft' 0.1 Wood 10 Under Attic (Vented) BEDROOM 3 30 Blown 169 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N=>SE Exterior Concrete Block - Ext Ins®EDROOM 4.1 9 0 8 0 72.0 ft' 0 0 0.5 0 2 S=>NW Exterior Concrete Block - Ext Ins®EDROOM 4.1 29 0 8 0 232.0 ft2 0 0 0.5 0 _ 3 W=>NE Exterior Concrete Block - Ext Ins®EDROOM 4.1 14 0 8 0 112.0 ft' 0 0 0.5 0 4 S=>NW Exterior Concrete Block - Ext InsuM. BATH 4.1 8 0 8 0 64.0 ft' 0 0 0.5 0 5 N=>SE Exterior Concrete Block - Ext Insul BATH 4.1 5 0 8 0 40.0 ft' 0 0 0.5 0 6 N=>SE Exterior Concrete Block - Ext Ind3ffDRO0M 2 4.1 14 0 8 0 112.0 ft' 0 0 0.5 0 _ 7 NE=>S Exterior Concrete Block - Ext InflffDR00M 2 4.1 2 10 8 0 22.7 ft' 0 0 0.6 0 _ 8 E=>SW Exterior Concrete Block - Ext InREDR00M 2 4.1 9 0 8 5 0 9 SE=>W Exterior Concrete Block - Ext In�ffDRGDM 2 0 72.0 ftz 0 0 p 0 _ 10 S=>NW Exterior Concrete Block - Ext InfiffDROOM 2 4.1 2 10 8 0 22.7 ft' 0 0.% 0 11 NE=>S Exterior Concrete Block - Ext Insul ENTRY 4.1 14 0 8 0 112.0 ft' 0 0 0.5 0 _ 12 E=>SW Exterior Concrete Block - Ext Insul 4.1 1 5 8 0 1 ft' 0 0 0.55 p ENTRY 4.1 5 0 8 o n an a= u.o 4/17/2018 8:47 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software pi#7e 3 of 5 FORM R405-2017 WALLS Adjacent Space Cavity Width Ft In Ft Height In A,, Sheathing Framing Solar F,aCton BelowRA/allip 13 S=>NW Exterior Concrete Block - Ext InsdtAUNDRY 4.1 6 0 8 14 N=>SE Exterior Concrete Block - Ext Ins@REAT/DINT 4.1 28 0 8 15 W=>NE Exterior Concrete Block - Ext InsGREAT/DINI 4.1 20 0 8 16 N=>SE Exterior Concrete Block - Ext InfiEDROOM 3 4.1 13 0 8 17 N=>SE Garage Frame - Wood BEDROOM 3 11 30 8 0 48.0 ft2 0 224.0 ft' 0 160.0 ft2 0 104.0 ft2 240.0 ft2 0 0 0.5 0 0 0.5 0 0 0.5 0 0 0.5 0.23 0.5 0 0 0 0 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 E=>SW Insulated ENTRY None .39 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. Wall V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 W=>NE 3 Metal Low-E Single Yes 2 S=>NW 4 Metal Low-E Single Yes 3 E=>SW 8 Metal Low-E Single Yes 4 N=>SE 14 Metal Low-E Single Yes 5 W=>NE 15 Metal Low-E Single Yes 6 N=>SE 16 Metal Low-E Single Yes 0.63 0.25 N 0.63 0.25 N 0.63 0.25 N 0.63 0.25 N 0.65 0.21 N 0.63 0.25 N 32.4 ft2 1 ft 0 in 6.9 ft2 1 ft 0 in 23.2 ft2 1 ft 0 in 36.8 ft2 1 ft 0 in 40.0 ft2 10 ft 0 in 16.2 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds 1 ft 4 in None 1 ft 4 in None 1 ft 4 in None 1 ft 4 in None 1 ft 4 in None Exterior 5 None None None None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 300 ft2 300 ft2 30 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1605.3 88.13 165.74 .2598 7 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 4/17/2018 8:47 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software FORM R405-2017 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 Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 250 ft' Attic 65 ft' Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programabl[e Ceiling Fans: ]Thermostar[t:]]Y Heat ng [X] Jan [X] Feb r[ ]] [X] Mar Apr Jun May Jul Augrr[[ Aug ]J Sep r Oct rr[[ No H Dec Venting I[ I1 Jan II 11 Feb [I[[[X]) Mar lXl Jun lXl lXJ lXl [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 4/17/2018 8:47 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Panc S ..e 6 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WYNNE THE ROYALE IMPACT Builder Name: WYNNE Street: WYNNE DEV. 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 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 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. I Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 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 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 Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs §hall on exterior wall I tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box o The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended b Caulking or other adhesive sealants shall nnrthe manufacturer. -� _. In addition, inspection 4/17/2018 8:47 AM w nn v01d8 EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software �e1af1 FORM R405-2017 ENERGY PERFORMANCE LEVEL. (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. WYNNE DEV., FT. PIERCE, FL, 1. - New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (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: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1448.70 ft' b. Frame - Wood, Adjacent R=11.0 240.00 ft' 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 1720.00 ft' 1720 b. NIA R= ft2 Area c. NIA R= ft2 115.42 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 250 40.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.8 SEER:15.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 34.8 HSPF:8.50 3.316 ft. 0.240 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.00 ft2 b. N/A R= ft2 c. N/A R= ft2 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.97 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: ,Q ,� City/FL Zip: `C�c *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. 4/17/2018 8:47 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page i of 1 C) Gulr Coast Supply and MPG 5v Crimp Metal roofing PL 911451.12 24 ga. 5v crimp metal roofing attached to plywood neck 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 Tspaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ack to trusses uninn attaci,m�nnt A.tn, — ♦i"," eLaat Finish Columns with 5/8" thick cut coral finished stucco bands 0'-0" = Finished f RIGHT ELEVATION 12 4 1 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: I/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651,12 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 6" 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 dock to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" O.G. at all labs and two staoaered rows 12" nc in fialll tltt.,d. 1 12" PER H. 5/8" thick x 3 i 3 coral finished stucco u tuccobands ---- —------------------- ----- — 0'—O" = Finised 5/8" thick fight textured stucco on tgplcal concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 1Pmdows & Skylights OppeTning NOA FL Product Model # Manufacturer Glass Attachment me+.hnci TAT E it xn atian I Deal¢n Pressure 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base —board � 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CXV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Fartltlon nts Braden It Braden AIA, FA Architects — Planners 41-7 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia0comcast.net Stuart. FL 34994 #AACOO0032 5/8" thick light textured I stucco on tgpical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 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 Irips 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 dpeck to trusses using attachment detail on this sheet 12 4 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Winne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida 1711-657z-- ft 14CIV, C& -TY B1-U PTlG nl "'fc 2'-2" \�\ 5/8" thick x 8"w cut FRONT ELEVATION- coral finished stucco bands SCALE. 1/4" = 1'-0" MUST AE XEPT 01 JOB NVILL BE hL1DE. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 11.5 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 Internal Pressure oe- icient: ±O_I8 Subjectability to damage from. Weathering. Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.LWL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components f Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-4T.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yea Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: pat This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _331 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __15 pat FLOOR DEAD LOAD: 1Opsf JOB ADDRESS: -exU 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 MODEL: Date Drawn Revisions : Sheet Comm # 12—FHTB 2-28—I8 Impact Glass and rear GARAGE Drawn bg: porch slab GrAIR13ZE C.c.u. 12-100 LEFT Checked by: B D.R.B. OF 5 FLOOR PLAN 4" TYPICAL NOTES: SCALE I/4" = I'-O" CRASH POST DETAIL. N.T.S.Livia AREA CALCULATIONS = I. Contractor to verify ALL notes and dimensions prior to 36" high by 4° diameter g A/C 1120 sq. ft. proceeding with work. steel crash post. Floor Back Porch Tatar = 210 S ft. Flange with 4 - 3/8" q• 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Garage = 31-1 sq. ft, 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2%" 2%a" tal Under Roof= 215 sq. ft. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. y," " To13,760 ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to Q shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' >3,8„ 0 6. Drywall at ceilings shall be leveled and attached to bottom chord 2 J of trusses with screws per FBC R102.3.5. 2%" Attach buck to block wall with -I ALL 1/4" the Elco conc screws with p O O WOO In contact with concrete shall be pressure treated. ALL wi min. I1/4" pmax tf rom 'corner 2' VTR 8. wall dimensions are nominal and not finished wall or stud dimensions. r," and 4" each thru J� 9. ALL plumbing fixtures to be low flow. Exterior face 2" x 6" PT Buck of wall 1 O. Contractor to Provide Drain at water heater in accordance arias 1 with the current edition of the Florida Plumbing Code. I 11. Contractor to Provide a 2'-8" wide door at one bathroom for #9 wood screws thru jamb into buck 2M VTR Ii handicap accessibility requirements. 2�" 2�" at each hinge and 15• o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department L" surveyor to set In field. NTs Mter 1 La' I a' 13. Separation between residence and g p p garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL LLOCK JAMB, HE DTO Bath 1 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BUCK q• L'- I 2" VTR INSTALLATION 1 W.C. �1L Water Heater Install windows thru buck into s" I 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 p block with 3/IL" tap -con with 1 1/2• penetration at L" o.c. max 2• from each corner and 20." o.c. max Shsr. 1 3 I 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 thereafter at jambs and 20" c.c. max. Exterior face at head and sill per product approval Kit. Sink 1 1 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT Kitchen 2-1 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies 1 materials exposed on the underside of the roof deck or on the attic walls shall comply i Lev. with F.B.C. R316 - see permit Info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I'x4' P.Buck T. C460, C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed nailed to 3 lock with case ned pads W.C. harde according to the following: (FBC R102.3.5> to window Detail at Windows priorattachment Masonry Beam Drywall FraminI" x 6" P.T. Buck nailed to block with case hardened nails / NTS Bath #2 slan. 3 prior to door attachment Install SGD thru buck into block with 3/I6' tap -con with 1 1/2" penetration at L" o.c. max. /From each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, - N Masonry wall A108.1, A118.1, A118.3, A136.1 and A131.1--`` 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall Bottom `Track T be used as backer for the wall the in tub areas and wall panels in shower areas. ypicn Flooring p Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with within f loor-cerlrn assemblies, roof -ceiling assemblies, Sliding I d I n g Door D e t a i l 1 1/2" penetration at 6" o.c. max. 9 g 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 accompanyln smoke thereafter at jambs per product approvalJamb developed index not to exceed 4'50 when tested in accordance wrth ASTM E all. At Masonry Wall NT5 Insulation Shall comply with F.B.G. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2L 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 underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails Traced 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 Grade Thickness Location Orientation g Member Spacing Maximum s stir Max. ner of fasteners Nail sizing options for Installation of drywall into wood framing members 2 x min. thickness Narla Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/64' head /2 „ 0.098' diameter x 1 1/4" long annular -ringed or Sd cooler nail OR 0.080" dia. xx 1 5/8" long with 15/44" head Walls Either Direction IV g" IL" OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head r�„ s 0.098" diameter x 13/e" long annular -ringed or Ad cooler nail OR 0.092" dia. x 1 1/8" long with 1/4" head Walls Either Direction 16" g" IL" OR Ggpsum board nail 0-0916" dia. x 1 -1/8" with 19/44" head. on HETA 20 or equal Simpsurra orea w 12 with (10) IOd la nails ( 24" o.c.) supporting Max. I-- PRE-ENGINEERED TRUSSES 4 18101ba. uplift at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip - -�� R-30 blown fiberglass Edge d Fascia in bottom chord of trusses T. I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar tort. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.5" long gaiv. bar cont, for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I ltrip datWe. over x furringg IL" strops et o.c. with R4.1 rrFod i insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertainingg ASTM codes. block construction Mortar to be Type "M" o I proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...> 95 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed %Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx4' #10/10 WWM on L and Visqueen over clean compacted termite treated fill III- I I III III .-1 1I- '''-illy=1111-1 14" x 14" Concrete foovng 14 with (2) #5 bars cont. vnd #5 transverse bars et 48" o.c. T Y F I C A L SECTION Scale : 1/2" = I'-O" Window Schedule Mark Size Rou h Ober. Window Description PRESSURE ZONE L 4'-5'/s"x V-3'/e" 54'/e"x 0%," Single Hung ZONE 4 2. V-2 V'x V-3 %" 15' x 63 %" Single Hung ZONE 4 3, 2'-2" x V-2i2' 21%'x 3a%" Single Hung ZONE 4 4. 3'-I' x V-3%" 38" x L3 i/;' Single Hung ZONE 4 5. 4'-59e"x 4'-2'/s" 1 54%s"x 54 %" I Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 1'-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X 4'-8" 41"%4' x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14' x 81 %, . n Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %" E 2' _AN X 4'-8" Solid Core - Wood - 6-Panel F 5'-0' X 1.'-8" Solid Core - Wood - 6-Panel - Br -Fold G 2'-8" x C-8" x IN" Solid Core Wood. Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel 2'-4" X L'-8" 1 Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 3$1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 All rough opening dimensions to be verified by contractor il.2ith manufacturers specs prior to construction Braden Ill Braden AIA, F Architects - Planners -411 S.E. Coconut Avenue 1B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart, FL 34996 #AAC000032 c.o. To Septic PLUMBING RISER NTS 0 I iv O O r 0 T N H.B. O A 1C 10'-6" PATIO/SLAB 3'-I0Y2„ O 3'-IOY2„ EGRESS MASTER BEDROOM �)11111181_011 A.F.F. Flat Ceding Z12'r x 12" Concrete column - block filled with concrete at (2) #1 bars vert. tied into lintels above PORCH WIRE LATH d STUCCO CEILING 12'-13 4" I I 8'-O" to T-8" A.F.F. Vanity to be Vaulted'Ceding 34 )12 high ' �I I 20'I 8" Rod d Shelf - I ° 6' G R EI,A T �, ROOM 0 #ro � l r 2" x 6" knee -wall LOSE' O CJ. E to below counter top EN Rod d Shell co DINING ROOM +41" HIGH WAL4� S'-O" to 9'-8" ° Vaulted Ceir e I l Ali A.F.F. I Flat Ceiling I 1-1/2" VERHANG - © N 0 iy - Upper cabinets to extend over Rer. P� I Mill - xr.•.•n.•.a: : ,...,.raz,wwwwr•� CHAttic Access 4'0 Steel Ballard Provide auto I with light closer L See detail on this sheet !1 .M \ z �r N 103 R THIRD BEDROOM d) w Flat Ceding C O Ow 4 150 Amp - I I Il o Double Linen Panel D u le I'n�W Hanging D Hawn n 2„ ° " o GARAGE 11 E B� It-„H 8'-4" A.F.F. m 1 Vanit to be O -" 3 %211 It O N Flat Ceding °� I I � in O C I I YE �a°n�1ng_ an9ing v Block wall in I - - 1 garage Iii to be I MT `r struck block e O EG ESS C❑ O J O I 1 4,_9„ 4< 5„ I I I I I I I ® �_�� SECOND zo 1280, BEDROOM' 0° 8'-O" A.F.F. " Flat Ceding � Q EGRESS O 9'-0" 3'-6" 2,_8„ 2,-811 2,-2„ 91_41, 2,_2„ 5'-4" Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 Braden Ill Braden AIA, F Architects - Planners -411 S.E. Coconut Avenue 1B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart, FL 34996 #AAC000032 c.o. To Septic PLUMBING RISER NTS 0 I iv O O r 0 T N H.B. O A 1C 10'-6" PATIO/SLAB 3'-I0Y2„ O 3'-IOY2„ EGRESS MASTER BEDROOM �)11111181_011 A.F.F. Flat Ceding Z12'r x 12" Concrete column - block filled with concrete at (2) #1 bars vert. tied into lintels above PORCH WIRE LATH d STUCCO CEILING 12'-13 4" I I 8'-O" to T-8" A.F.F. Vanity to be Vaulted'Ceding 34 )12 high ' �I I 20'I 8" Rod d Shelf - I ° 6' G R EI,A T �, ROOM 0 #ro � l r 2" x 6" knee -wall LOSE' O CJ. E to below counter top EN Rod d Shell co DINING ROOM +41" HIGH WAL4� S'-O" to 9'-8" ° Vaulted Ceir e I l Ali A.F.F. I Flat Ceiling I 1-1/2" VERHANG - © N 0 iy - Upper cabinets to extend over Rer. P� I Mill - xr.•.•n.•.a: : ,...,.raz,wwwwr•� CHAttic Access 4'0 Steel Ballard Provide auto I with light closer L See detail on this sheet !1 .M \ z �r N 103 R THIRD BEDROOM d) w Flat Ceding C O Ow 4 150 Amp - I I Il o Double Linen Panel D u le I'n�W Hanging D Hawn n 2„ ° " o GARAGE 11 E B� It-„H 8'-4" A.F.F. m 1 Vanit to be O -" 3 %211 It O N Flat Ceding °� I I � in O C I I YE �a°n�1ng_ an9ing v Block wall in I - - 1 garage Iii to be I MT `r struck block e O EG ESS C❑ O J O I 1 4,_9„ 4< 5„ I I I I I I I ® �_�� SECOND zo 1280, BEDROOM' 0° 8'-O" A.F.F. " Flat Ceding � Q EGRESS O 9'-0" 3'-6" 2,_8„ 2,-811 2,-2„ 91_41, 2,_2„ 5'-4" Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 c.o. To Septic PLUMBING RISER NTS 0 I iv O O r 0 T N H.B. O A 1C 10'-6" PATIO/SLAB 3'-I0Y2„ O 3'-IOY2„ EGRESS MASTER BEDROOM �)11111181_011 A.F.F. Flat Ceding Z12'r x 12" Concrete column - block filled with concrete at (2) #1 bars vert. tied into lintels above PORCH WIRE LATH d STUCCO CEILING 12'-13 4" I I 8'-O" to T-8" A.F.F. Vanity to be Vaulted'Ceding 34 )12 high ' �I I 20'I 8" Rod d Shelf - I ° 6' G R EI,A T �, ROOM 0 #ro � l r 2" x 6" knee -wall LOSE' O CJ. E to below counter top EN Rod d Shell co DINING ROOM +41" HIGH WAL4� S'-O" to 9'-8" ° Vaulted Ceir e I l Ali A.F.F. I Flat Ceiling I 1-1/2" VERHANG - © N 0 iy - Upper cabinets to extend over Rer. P� I Mill - xr.•.•n.•.a: : ,...,.raz,wwwwr•� CHAttic Access 4'0 Steel Ballard Provide auto I with light closer L See detail on this sheet !1 .M \ z �r N 103 R THIRD BEDROOM d) w Flat Ceding C O Ow 4 150 Amp - I I Il o Double Linen Panel D u le I'n�W Hanging D Hawn n 2„ ° " o GARAGE 11 E B� It-„H 8'-4" A.F.F. m 1 Vanit to be O -" 3 %211 It O N Flat Ceding °� I I � in O C I I YE �a°n�1ng_ an9ing v Block wall in I - - 1 garage Iii to be I MT `r struck block e O EG ESS C❑ O J O I 1 4,_9„ 4< 5„ I I I I I I I ® �_�� SECOND zo 1280, BEDROOM' 0° 8'-O" A.F.F. " Flat Ceding � Q EGRESS O 9'-0" 3'-6" 2,_8„ 2,-811 2,-2„ 91_41, 2,_2„ 5'-4" Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 e I l Ali A.F.F. I Flat Ceiling I 1-1/2" VERHANG - © N 0 iy - Upper cabinets to extend over Rer. P� I Mill - xr.•.•n.•.a: : ,...,.raz,wwwwr•� CHAttic Access 4'0 Steel Ballard Provide auto I with light closer L See detail on this sheet !1 .M \ z �r N 103 R THIRD BEDROOM d) w Flat Ceding C O Ow 4 150 Amp - I I Il o Double Linen Panel D u le I'n�W Hanging D Hawn n 2„ ° " o GARAGE 11 E B� It-„H 8'-4" A.F.F. m 1 Vanit to be O -" 3 %211 It O N Flat Ceding °� I I � in O C I I YE �a°n�1ng_ an9ing v Block wall in I - - 1 garage Iii to be I MT `r struck block e O EG ESS C❑ O J O I 1 4,_9„ 4< 5„ I I I I I I I ® �_�� SECOND zo 1280, BEDROOM' 0° 8'-O" A.F.F. " Flat Ceding � Q EGRESS O 9'-0" 3'-6" 2,_8„ 2,-811 2,-2„ 91_41, 2,_2„ 5'-4" Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 z �r N 103 R THIRD BEDROOM d) w Flat Ceding C O Ow 4 150 Amp - I I Il o Double Linen Panel D u le I'n�W Hanging D Hawn n 2„ ° " o GARAGE 11 E B� It-„H 8'-4" A.F.F. m 1 Vanit to be O -" 3 %211 It O N Flat Ceding °� I I � in O C I I YE �a°n�1ng_ an9ing v Block wall in I - - 1 garage Iii to be I MT `r struck block e O EG ESS C❑ O J O I 1 4,_9„ 4< 5„ I I I I I I I ® �_�� SECOND zo 1280, BEDROOM' 0° 8'-O" A.F.F. " Flat Ceding � Q EGRESS O 9'-0" 3'-6" 2,_8„ 2,-811 2,-2„ 91_41, 2,_2„ 5'-4" Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 Wone Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 2-19-18 3- 1-18 Impact Glass and rear Drawn by: porch slab GARAGE c.c.u. LEFT Checked by: D.R.B. H.B. O O r Sheet Comm # 2 1 2 100 B OF 5 STRUCTURAL N 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 PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 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 W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11 ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, 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 THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE, 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 71• 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. 16• 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 PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1-1- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE LA* I F 0 L * I D;4 T I O* I FLAN PRESSURE TREATED. FASTENERS TO HAVE MiN. G185 RATING. I. Any changes t0 plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision -4. Verify 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 openings upp to 5'-11" wide. Provide (2) filled cells On each side of openings from 6'-O" to CI and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — 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 (0, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert, w/ Thicken edge to 8"x8" SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"111 With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a O'-O" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 4"xC' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Vxb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill �o Grade JIII = I= 3" PORCH SLAB EDGE DETAIL 14% x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" #5 bar vert. w/ j TYPICAL FOOTING DETAIL 30, overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"xC 1*10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6"xV #10/10 WWM on 10 mil Visqueen over tt5 bar cont. 45 bar in curb clean compacted termite treated fill Step per a. foundation plan Grade ... e..' y... . o 104' _ 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic i I — footing with (2) #5 bars cont. 12" 14" if 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" F GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-O" block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab-`' height in field Top of Tooter 14" below finiahed floor 1111LYWMiI11— I I I I1 I 30"x30"x14" concrete = column footing with (> #5 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" 2" x 4" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT ` APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Sail treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated With a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping 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. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Cone. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell COlumn NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, FA Architects - Planners 417 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 1B E-mail: bradenaia0comcast.net 0 0 r O I N 0 Ln zo <r 35'-O" ----- ion O I -O" 10'-6" I,. r 'I ySLi -,with concrete cande(2) I #1 baorskvell into lintels above i i 1 i °° 00 --- o —1 rC - - - -�- 1 ----� }-------- ° r---- FI --- ° ty L_ ELT Filled cell under FI I girder above FI 24" Rear Porch Slab to LU (� I� be poured separately 1L J from House Slab. I f L � I Thicken footing to t FI N 24"w x 14"d x 24" under filled cell I a I under girder bearing. 00 00 *� O ° O N ° Rear Patio/Slab to FI be flush with bottom of I 0 sliding door recess. Slope In F_. I li I I Ic I I I I 4" concrete slab with fibermesh OR 601x6" #10/10 WWM on 6 mil Visqueen over I C clean compacted termite treated fill I FI I I I I� �- � O I F- o . F- I �- IC I FI I I I I I I Ic 4'-0° I O ——— — — — — —— i I o A/C I W.H. I C I � See detail Baallard sheet I I q l 17 - I I I I I I I H.B. 4" concrete slab with fibermesh OR 1 6"xO #10/10 WWM on 6 mil Visqueen over I I O clean compacted termite treated fill cv i 1 O I I FI I o I iY I I FI 5 M 71 a L ° O I I I F51 WIL I I FS Recess for I o I I L — — — Garage Door — — — J to I I 0 711CDI 103 1@6 1 °° I FI I I I I L� I I � I I O l J � \ ---------- r_ O T-T_i ir -T-T- O HI 9'-0" 3'-6" 2'-8" 1 T-8" 2'-2" 9'-6" 2'-2„ 15'-10" 5'-4" 13'-10" 35'-O" n ie Buildin C. MODEL: Date Drawn Revisions g Or P 2-19-18 3-1-18 Impact Glass and rear T I I E R O Y A L Drawn by: porch slab 1—I GARAGE c.c.u. Spanish Lakes LEFT Checked by: St. Lucie County Florida D.R.S. tied H.B. 0 0 Sheet a. OF5 Comm # 12-100 B PANEL "A°, Poles BR I Load Wve Description Ciro# cription Wire Load BR Poles 2 40 1.0 kw #8 A/C camp 1 #10 3.5 kw 30 2 3 %2AHU 2 30 45 kw #10 40 gal. water HTR 5 #6 12.0 kw 50 2 1 20 1.8 kw 912 Pump 9 rer #10 6.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw $12 Kitchen S.R.C. m I8 Recepts #12 - 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Reeepte #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 I ZO 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #I2 21 28 Recepts #12 20 I I 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 31 32 Recepts #12 20 1 I IS #14 General Lighting 33 34 Exterior GFCI 412 20 1 I IS #14 General Lighting 35 36 Bathroan GFI tt12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #14 IS I I 20 #12 Bathroom GFI 34 qo General Lighting #14 15 I - snare 11 Al s are PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General Lighting l3. watts aq. ft.) Small. Appliance, Cgcuit(s). . . . . . . . ...... . . . . . . . . . . ...... . Ranfle......................................................... Refrl_gerator.................................................. Microwave Dish Washer ................................................. Clothes..Washer.............................................. ,Clothes.,Dryer............................................... Water Heater Wate r..Pump.................................................. Garage. Door. .Opener ........................................ 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1200 1 1,500 1,500 1.200 1,200 I 1.200 1 1,200 1 5,000 5,000 1 4,500 4,500 I 1.800 1800 810 I 810 1 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = l50 Amps Electrical S mbol Legend $ Single Pole Switch ® 1 Recessed Can Light $y Double Pole Switch ® Eyeball Recessed PIS Push Button Switch CF- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light =0 Special Receptacle o- Well Mounted Light Waterproof, ground fault interruptef Light with Pull Chain (attic) ® Floor Duplex Outlet O Computer Connection Jack Fc-n-I Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AD ISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: ° ° 139 CFM IOxiox1 MAST R BEDROOM 139 CFM IOx10x1 B/A e1 "1 B/A 2x1° I Vent thru 32 CFM i -J KITCHEN I I CFM �Rf1 r, 12x6x1 AiC SEE MANUAL "J" and Energy Calculation for Unit info A/C disc. ISO #2/0 Aluminum feedTi AMID I '/V Conduit PANEL IB 150 Amp Panel PATIO/SLAB PORCH I I 143 CFM IOxlOx1 I Center Rbgisters on ceiling ran - I I I GREIA RO(Dim n• - #k^ 14 is GARAGE r-----------------� I I I I I I I I I I I. Use copper wire onlg, no aluminum. I I I I 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE I I service and provider. I I 4. ALL paddle fans shall be on a rheostat. AHu I I S. ALL bath and kitchen receptacles to be GFi protected. 2" PVC t FPL 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2° rigid service fPL to #coot pprs�e�'in 9. A/C Return Air Balance Must comply w/ FBC RM1602 slab 10. A/C Refri erant lines that are run thru slabs must be sleeved In PVC ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS 13. contractor, the completed system shall be fullg operative. Contractor shall pay for all fees, permits, testing, and - Contractor shall torque lugs I.A.W. manufacturers recommendations which be verified to inspections including blower testing where required. shall prior construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectivelg 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.G. 12" 12x12x8 B/A 1 ti \ 1 � 1 � 1 � 1 "\ 1 II6b,I II 11 2doo 11 r_RrnA1 LC ells T I I i I I L F ; L�1 B%Ax9 163 CFM loxiox1 DINING ROOM 13 THIRD BEDROOM 84 CFM lox6x6 son 215 CFM 12x6x1 SECOND BEDROOM Vent tfiru against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' �/1 � � I} I � �`II i � � � � � `\/ O duration of the work. I "-� I �l 16. Contractor shall guarantee all materials and workmanship labels where applicable. I I UT free of defects for a period of not less than two years from 21, All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to = THERMOSTAT LOCATION year from closing sale of house. suit the job conditions. T Correction of defects shall be completed without additional charge and shall Include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase Of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24, All exposed wire below 9`1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. SCALE: 1/4" = V-O" Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart_ FL S4999 UAAC000032 Exhaust Duct Thru Soffit, 4" Exhaust Duct Thru Wall WP GFCI Install under disc. � not shown or p r clarity U AiC MASTER BEDROOM PATIO/SLAB \ GFCI / I R(ORCH \ I \ TV \ I \ I - - - _ - GREIAT ROAM O� Smoke Carboni eetector I GFCI � 1 s CLOPE II 11 1' (I GFCI 1 ( I GPCI I I DINING 1 i 1 ROOM LY^ 50 ®MIt I /T FAN I ° �I / Al ti T N i\ 4„ 3,_2„ 131 tZ -- - - -- I SSA II g S 42"h GF - - - I 2" x 84" I 1 tuth hecess he ---9 I \ 4"e Steel Ballard -� \ See detail on this sheet 1 Pull chain \ light in attiepc 150 4mp \ OPTIONAL PAN FL \LOCATION \ 42"h GFCI \GARAGE (9-- \ �11 Garage /VIJj Jl Door Opener r-----------------\ I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN SCALE: 1/4" = 1`011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL58 sq, ft. required Provide A Continuous Vented Soffit one Building Corp. THE ROYALE Sparlsn L aKes St. i_ucie County Florida Post Light with Photo cell 9 \ N S E Ce-ON-©- BEDROOM I p L air Post Light on corner MODEL: Date Drawn Revisions 2-19-18 3-1-18 Impact Glass and rear Drawn by: porch slab GARAGE C.C.U. LEFT Checked by: D.R.B. Exhaust Duct Thru Soffit Wire For Front Post Light