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Home My WebLink AboutCONSTRUCTION PLAN 2-19-1859.34" i 120.82" 34.70" H 78.76" Property Identification Site Address: 133 NETTLES BLVD Parcel ID: 4502-501-0319-000-0 Sec/Town/Range: 02/37S/41E Map ID: 45/02G Use Type: 0200 Zoning: HIRD Jurisdiction: Saint Lucie County Ownership Diane L Bellefleur Charles J Bellefleur 133 Nettles BLVD Jensen Beach, FL 34957 4 Legal Description NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 133 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 3644-85) NEW CEMENT SIDING & SKIRT PER NOA-17-0821.21 & FBC 2017 NEW REAR EXIT DECK AND STAIRS WITH GUARD AND HAND RAILS PER FBC 2017 PLOT PLAN SCALE: 1 /4" = 1'-0" A/R:N/A Primary Building Information Finished Area of this building: 712 SF Gross Area of this building: 724 SF Exterior Data: Roof Cover: Roof Structure: Building Type: MHH Year Built: 1988 Frame: Grade: PKMB Effective Year: 2000 Primary Wall: Story Height: 1 Story No. Units: 1Secondary Wall: Interior Data Bedrooms: 0 A/C %: 1000' Electric: Y Primary Int Wall: Full Baths: OF" Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: ELEC Primary Floors: Total Areas Finished/Under Air (SF): 712 Gross Area (SF): 724 Land Size (acres): 0.05 Land Size (SF): 2,050 Total Building Count:1 Permit History Number Issue 0254130 Mar 1, 1988 C1504-0444 May 8, 2015 23090185 Finaled 0508-0759 Finaled 1504-0444 Finaled Date Description RP Tag for Mobile Home Screen Room 9/2/2003 PLUMBING - RESIDENTIAL 8/22/2005 ELECTRIC - RESIDENTIAL 4/24/2015 ALUMINUM ROOF OVER Vehicle Identification Number: CE10CFL1117870801 Year/Make: Previous Title State: FLORIDA Registration Expiration Date: Title: 45549165 Title Issue Date: 2/2/2006 Title Status: CANCELLED Title Print Date: Odometer Reading/Status: Odometer Date: Color: UNKNOWN COLOR Vehicle Type: MOBILE HOME Length: 38 Owner Information: 1 owner SC BtE St Lucie County CAD -CON DESIGN LLC 772-408-8175 W W W.CADCONDESIGN.COM 411 @ CADCONDESIGN.COM VICINITY MAP: '' N«,rrlew Nan GENERAL NOTES: ARCHITECT / ENGINEERS STAMP JOB NAME: 133 Nettles Blvd, Jensen Beach, FL 34957 DRAWING NAME: PLOT PLAN CONTRACTOR: ARCHITECT/ ENGINEER OF RECORD REVISION DATE XXX XXX DRAWN BY: DRAWING NO. CadConDesign.conn DATE DRAWN: 12-26-17 REGEIV D DATE SUBMITTED: 12-26-17 ST. L. :_nunr,, o_ 2 2 2 SIDING & SKIRT FLOOD VENTS VENTS TO BE FLOOD INSURANCE FLOOD VENTS BY: CRAWL SPACE DOOR SYSTEMS, INC - 816CS TYP.; LAYOUT TO BE DETERMINED IN THE FIELD; LOCATIONS SHOWN FOR REFERENCE ONLY/ PLAN SCALE: 1 /2" = 1'-0" A/R:N/A CONSTRUCTION SHALL COMPLY WITH FBC R322.2.2: R322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 1. Be used solely for parking of vehicles, building access or Be used solely for parking of vehicles, building access or storage. 2. Be provided with flood openings that meet the following criteria: Be provided with flood openings that meet the following criteria: 2.1. There shall be a minimum of two openings on different sides of There shall be a minimum of two FLASH] openings on different sides of each enclosed area; if a building has more than one enclosed area HARDIE TRIM (HA below the design flood elevation, each area shall have openings on exterior walls. INSTALL PER NOA-17-082 2.2. The total net area of all openings shall be at least 1 square The total net area of all openings FLASH] shall be at least 1 square inch (645 mm2) for each square foot (0.093 m2) of enclosed area, or the openings shall be designed and the construction documents shall include a statement by a registered design professional that the design of the openings will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters as specified in Section 2.6.2.2 of ASCE 24. 2.3. The bottom of each opening shall be 1 foot (305 mm) or less The bottom of each opening shall be 1 foot (305 mm) or less above the adjacent ground level. 2.4. Openings shall be not less than 3 inches (76 mm) in any direction Openings shall be not less than 3 inches (76 mm) in any direction in the plane of the wall. 2.5. Any louvers, screens or other opening covers shall allow the Any louvers, screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed area. 2 2.6.Openings installed in doors and windows, that meet requirements Openings installed in doors and windows, that meet requirements 2.1 through 2.5, are acceptable; however, doors and windows 2 without installed openings do not meet the requirements of this section. 0 FLOOD PROOF SKIRT SCALE: 6" = 1'-0" A/R:N/A [STING 2X4 #2SOUTHERN PINE STUDS .6" O.G. STENERS PER NOA-17-0821.21 [STING INTERIOR REMAIN POR BARIER PER NOA-17-0821.21 'LYWOOD SUB -SHEETING INSTALL PER NOA-17-0821.21 LRDIE PLANK (HZ10) STALL PER NOA-17-0821.21 SREWS @16" O.C. P PLAT TO EXISTING METAL uI FRAME e )A-17-0821.21 IEETING [ NOA-17-0821.21 D 2X4 i 16" O.C. 1P TAPCON IN 2" EMBEDMENT 24"O.C. ESSURE TREATED 2X4 . _. FLOOD VENTS 1SQ' OF VENTED C 150 SQ'. VENTS TO BE FLO FLOOD VENTS BY: CRAWL SPACE DC - 816CS TYP. WITHIN 36" OF COI _NING PER INSURANCE It SYSTEMS, INC ERS 3 FLOOD VENT DETAIL 2 SCALE: 6" = 1'-0" A/R:N/A FBC R408.1 AND R4082; 50 SQ. FT. OF TS TO BE PLACED _ WALLS MIN. TYP.; THE FIELD; LOCATIONS ICE ONLY. AIR VENT DETAIL SCALE: 6" = 1'-0" A/R:N/A NOoti Vent 4 * "+easy Installation Guide WNII IDD'l(NIID: fg1 POWER DRILL yl I14" MASONRY BIT _ ,,PHILIPS HEAD SCREWDRIVER (es) 1-HAMMER (D) -LEVEL {r.) r inauet level _Y. ,I�IQ.[I�TttE_NiI:___.. A7SCREWSD NUTS BREADED NYLON PINS E FRAME __ _ C ANCHORS F LOUVER __ STEP I. Opening within the FRAME INSTAIIATION frame = 16"W"' BALANCE frame (E)' centered ever crowlspare opening; With frame (E) in place, drill top renter hole. INSERT anther (Cj into hole is wail. SECURE top renter strew (A). LEVEL frame (E). With frame (E) held in plate, drill remaining holes. INSERT remaining anthers (C) into wall. SECURE all, screws (A). STR 1. 1111VI tINSTAHATION' PLACE loaner (F) inside the frame (E). SECURE on sides with threaded nylon pins (B) and nuts (D) 11111"r) 3109 Share Drive, Suile 101,i45r0inia kcith, 9 23455 00ire' 757463.0005 `3otl Free 1160-230-9519 'Fox 757.363�3465'tvwwrrovrlsparedaors.rom ° ioio(�anawlsperedears.wm CAD -CON DESIGN LLC 772-408-8175 W W W.CADCONDESIGN.COM 411 @ CADCONDESIGN.COM VICINITY MAP: GENERAL NOTES: ARCHITECT / ENGINEERS STAMP JOB NAME: 133 Nettles Blvd, Jensen Beach, FL 34957 DRAWING NAME: PLOT PLAN CONTRACTOR: ARCHITECT/ ENGINEER OF RECORD I REVISION I DATE I' I xxx I xxx I DRAWN BY: CaClConDesign. com DATE DRAWN: 12-26-17 DATE SUBMITTED: 12-26-17 DRAWING NO. 2 R311.7.5 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. R311.7.5.1 Risers. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. R311.7.5.2 Treads. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R312.1 Guards. Guards shall be provided in accordance with Sections R312.1.1 through R312.1.4. R312.1.1 Where required. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.1.2 Height. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) high me, -lured vertically above .ie adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.8.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and the handrails. R311.7.8.3 Grip -size. All required handrails shall be of one of the following types or provide equivalent grasp -ability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 11/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type II. Handrails with a perimeter greater than 61/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least �S/8 inch (10 mm) to a 1�-vel that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrai,_above the recess shall -.we 11/4 inches (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). PLAN SCALE: 1/2" = V-0" A/R:N/A 2X2 PT PICKET FASTENED AT TOP AND BOTTOM W/ (1) #10X3" SS WOOD SCREW (TYP) GROUND CONTACT PT 4X4 POSTS W/(2) SS 5/8" DIA THREADED RODS W/ SS HEAVY WASHER PLATER AND NUT EACH END SIMPSON ABU44SS POST BASE W/ 5/811X3" EXP. BOLTS (TYP) 6" SLAB EXISTING GENERAL NOTES: 1. WEATHERING AREA IS HEAVY 2. TERMITE AREA IS VERY HEAVY 3. ALL WOOD —FRAMING MEMBERS SHALL BE PRESSURE TREATED WITH STAINLESS STEEL (SS) FASTENERS. 4. ALL FASTENERS SHALL BE STAINLESS STEEL. 5. ALL SIMPSON CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL. 6. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO ENGINEER. 7. THE LAYOUTS AND DETAILS SHOWN ON THESE PLANS ARE TYPICAL AND MEANT TO REPRESENT THE TYPICAL DIMENSIONS AND RELATIONSHIPS OF THE STAIRS. DESIGN PARAMETERS 1. 2. 3. 4. 5. 6. 7. 2X2 PT PICKETS TO,,] ARRANGED SUCH THAT A 4" SPHERE CANNOT PASS AT ANY POINT TYP- BUILDING CATEGORY II FLORIDA BUILDING CODE RESIDENTIAL 2017 BUILDING DESIGN IS OPEN WIND SPEED: (Vult) 160 MPH 3—SECOND GUST (Vasil) 124 MPH 3—SECOND GUST WIND EXPOSURE CLASSIFICATION: C FLOOR 40 PSF A CONTINUOUS LOAD PATH WAS PROVIDED 2X6 PT OUTSIDE TOP RAIL FASTLNED W/ #10X3-1/2" SS WOOD SCREWS ELEV NEW STAIRS SCALE: 1" = V-0" A/R:N/A HANDRAIL AND GUARDRAILS TO RESIST 200# CONCENTRATED HORIZONTAL LOAD TYP. STAIR TREADS TO BE P.T. 4" BOARDS ATTACHED TO STRINGERS W/ (2) 3" COATED WOOD SCREWS EA. TREAD TYP. OR EQUIVALENT PICKETS ALONG STAIRS NOT SHOWN FOR CLARITY PT CLOSERS BELOW EA. TREAD TYP. NOTCH NEW STAIR STRINGERS TO ATTACH TO STRUCTURAL MEMBERS W/ LUS28SS TYP. CAD-CON DESIGN LLC 772-408-8175 WWW.CADCONDESIGN.COM 411 @ CADCONDESIGN.COM E VICINITY MAP: 10 e1fik44'fts ' �.96WI GENERAL NOTES: ARCHITECT / ENGINEERS STAMP JOB NAME: 133 Nettles Blvd, Jensen Beach, FL 34957 DRAWING NAME: PLOT PLAN CONTRACTOR: ARCHITECT/ ENGINEER OF RECORD I REVISION I DATE I I xxx I xxx I DRAWN BY: CadConDesign.com DATE DRAWN: 12-26-17 DATE SUBMITTED: 12-26-17 DRAWING NO.