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HomeMy WebLinkAbout5528 11th StI I O CLG- WIN/DR. INTERMEDIATE IATE RAILS TO 5E LOCATED SO THAT A 4" SPHERE CANNOT PASS THROUGH AWT' OPENINGS. F.f. CLG. GAR, F.F. MA 0 vATION INTERMEDIATE RAILS TO ICE LOCATED SO THAT A .4" SPHERE CANNOT PASS THROUGH AN"r OPENINGS. 0 6" LAP 51DING (PER SPECIFICATIONS) RIGHT spa TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered masonry veneer .025 Aluminum siding 0.019 Anchored masonry veneer 2.625 Asbestos -cement boards 0.125 Asbestos shingles 0.156 Cold -rolled copper 0.0216 nominal Copper shinglesd 0.0162 nominal Exterior plywood (with sheathing) 0.313 Exterior plywood (without sheathing) See Section 2304. 6(HVHZ, see Section 2322) Fiber cement lap siding 0.25 c Fiber cement panel siding 0.25 c Fiberboard siding .05 Glass -fiber reinforced concrete panels 375 Hardboard siding c .025 High -yield copperd 0.0162 nominal Lead -coated copperd 0.0216 nominal Lead -coated high -yield copper 0.0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 (HVHZ, see Section 2315.1. 11) Particleboard (without sheathing) See Section 2304.6 (HVHZ, see Section 2315. 1.11) Porcelain Tile 0.025 Precast stone facing 0.625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial anchored) 1.5 Stone (natural) 2 Structural glass .344 Stucco or exterior Portland cement plaster Three -coat work over: Metal plaster base 0.875 b nominal Unit masonry 0.625 b nominal Cast -in -place or precast concrete 0. 625b nominal Two -coat work over: Unit masonry 0.5 b nominal Cast -in -place or precast concrete 0.375 b nominal Terra cotta (anchored) 1 Terra cotta (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0.375 Wood siding (without sheathing) 0.5 Ma rz V A T I O N For SI: 1 inch = 25.4 mm. a. Wood siding of thicknesses less than 0.5 inch shall be placed over sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322) b. Exclusive of texture. c. As measured at the bottom of decorative grooves. d. 16 ounces per square foot for cold -rolled copper and lead -coated copper,12 ounces per square foot for copper shingles, high -yield copper and leadcoated high -yield copper. SECTION R704 INSPECTION FOR TERMITES In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: 1. Paint or decorative cementitious finish less than I inch (17.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5. Masonry veneers constructed in accordance with Section R318.4. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA, BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRI- ILL S ORDINANCES R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visiblefrom the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 1 REVIEW DATE ��� ? � 20 C� CITY OF ZERHYRHILL7/T o PLAN EXAI1/INER 0 Thomas L Digitally signed by Thomas L Hanson:A01410 Hanson:A01410D00000 D00000177EF31 177EF31 B4E000015ADA Date: 2023.10.24 B4E000015ADA 11:23:53-04'00' L N L 0 U n N O N 0 H C.� lZ O U Signed and sealed by T.L. Hanson using a Digital Signature and date.pysa N •Say �ii Printed copies of this document ` ?; are not considered signed and sealed and the signature must be = Uu = verified on any electronic co U) z O V) w ry PROJECT NO. 2023-55 DWG N0. r 0 1' 2' 2 L rz F T eA S I D INTEfiRMEDIATE IRAILS TO 8E LOCATED SO T44T A 4" 6PHERE CANNOT FASS THIROUGH ANY OPEN INGe. IGT. iGT. R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visiblefrom the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. Thomas L Digitally signed by Thomas L Hanson:A01410 Hanson:A01410D000001 D00000177EF31 77EF31 134E000015ADA Date: 2023.10.24 B4E000015ADA 11:22:54-04'00' U C Q 0 L C 0 -4 1 U) L L L 0 U M N O N G H C� fl O U Signed and sealed by T.L. Hanson PE,�������L�'NS/��G using a Digital Signature and date. Printed copies of this document * 5 are not considered signed and sealed and the signature must be = U _ J verified on any electronic co Ali ins Up BUILDING CONSTRUCTION NOTES 1. This single family dwelling is to the -Ith Edition (2020) FBC (Florida Building Code) type construction requirements. Construction shall comply with local County and state agencies. 2. All openings around walls, partitions, pipes, ducts, conduits etc_, shall be sealed fully and sound proofed with sealants of type for application. 3. Painting- All surfaces shall be properly prepared and cured to manufacturer's instruction prior to painting. Paint shall be "first line" produced by PORTER, SHERWIN WILLIAMS, or equal with colors selected by the owner. All painted surfaces shall be painted with materials appropriate for the application in a workmanship manner to the paint manufacturer's instruction. 4. Caulk all exposed joints. Glean, prime, caulk and seal all joints between door and window frames with DOW CORNING silicon of type for application. Use foam back-up rods as required at wide joints. Use acoustical foam sealants by DAP or TREMCO at sound proofing applications at openings or cracks. 5. Energy Code - These plans where designed with common design practices. However, this does not guarantee that this plan will pass the "Florida Energy Code". These plans shall be reviewed by a proper HVAC professional and shall pass the "Florida Energy Code" or recommendations from such Professional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to meet such requirements. J �-,' I I (ROOF SiC PL�4N TABLE 1609. 6(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF) 1, 2, 3, 4, 5 ULTIMATE DESIGN WIND (V"lt)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST) Width (ft) Height (ft) 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH 190 MPH 200 MPH Roof Angle 0 - 10 degrees 8 8 +10. 0 -10. 0 -10. 5 -I1. 9 +12. 5 -14. 2 +14. 7 -16. 6 +17. 1 -19. 3 +19. 6 -22. 2 +22. 3 -25. 2 +25. 1 -28. 5 +28. 2 -31. 9 +31. 4 -35. 5 +34. 8 -39. 4 10 10 +10. 0 -10. 0 +10. 2 -11. 4 +12. 1 -13. 6 +14. 2 -16. 0 +16. 5 -18. 5 +18. 9 -21, 2 +21. 5 -24. 2 +24. 3 -27. 3 +27. 3 -30. 6 +30. 4 -34. 1 +33. 7 -37. 8 14 14 +10. 0 -10. 0 +10. 0 -10. 8 +11. 5 -12. 8 +13. 5 -15. 0 +15. 7 -17. 4 +18. 0 -20. 0 +20. 5 -22. 8 +23. 1 -25. 7 +25. 9 -28. 8 +28. 9 -32. 1 +32. 0 -35. 6 Roof Angle 0 > 10 degrees 9 7 +10. 0 -10. 9 +11. 4 -12. 9 +13. 7 -15. 5 +16. 1 -18. 2 +18. 5 -20. 9 +21. 3 -24. 1 +24. 3 -27. 5 +27. 6 -31. 2 +30. 6 -34. 6 +34. 2 -38. 6 +38. 0 -43. 0 16 7 +10. 0 -10. 3 +10. 9 -12. 2 +13. 1 -14. 6 -15. 5 -17. 2 +17. 7 -19. 7 +20. 4 -22. 7 +23. 3 -26. 0 +26. 4 -29. 4 +29. 3 -32. 6 +32. 7 -36. 5 +36. 4 -40. 6 78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPH 139 MPH 147 MPH 155 MPH For SI: 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2. Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1 1. For door sizes or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower door size. 2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in table 1609.6(2). minimum positive wind load shall be 10 psf and minimum negative wind load shall be 10 psf. 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door has 2 feet of width in building's end zone.5. Table values include the 0.6 load reduction factor. 2"X4" Vertical Brace added to every Vertical over 4' in length. Brace to be minimum 809. length of Vertical Truss Member. Fasten Brace to Vertical w/16d Common Nails 12" o.c. NOTE: For VAULTED CE IL INC-sS add 2x4 to every Vertical and extend above ceiling line. 2 "X4" Na i Lateral Bracing installed per Pre-engineered Truss Plans Typical Interior Truss " S.R. Gypsum Ceiling Board Bottom Chord of Truss fastened to wall top plate w/1(d common Nails 12 "o.c. /f Wall sheathing to lap wall joint a minimum of 12" staggered. Add additonal framing for edge nailing as specified. Wa 1 I Studs Simpson LST18 (or equal) fastened w/ 14-10d Nails. TYPICAL END TRUSS TO FRAME WALL DETAIL (WITH CATHEDRAL TRUSSES) SCALE: NTS WIND DESIGN INFORMATION 1. Wind Speeds of 13S MPH Vult 4 106 MPH Vasd 2. Risk Category = II 3. Exposure Category B 4. Enclosed Building, (GCpl = +/- 0-10) 5. Gomponent 4 Cladding Pressures (PSF): R = 312,-40.1 W = 332,-43.4 OH= -110.6 NOTE: WIND LOAD CALCULATIONS ARE BASED ON 'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM FOR SIMILAR USES. THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND INTERNAL PRESSURES, ENCLOSED BUILDING. Truss Systems Eng ineer ing by others TRUSS MANUFACTURER TO PROVIDE SiGNED AND SEALED TRUSS DRAWINGS INCLUDING BRACING DETAILS. ATTIC VENTILATION - FLORIDA BUILDING CODE Total Area Under Roof 680.00 Square Feet (SF) Total Required Ventilation 4.53 SF Total Area / 150 Area Total Required Ventilation 2.27 SF Reqd Area / 2 Area at Soffits Total Required Ventilation 2.27 SF Reqd Area 12 Area at Roof Overhang Dimension 1.33 Feet Ventilation Examples -Owens Corning Ventilation Required At Soffit Units Units Capacity Vent Triple 4" Center Vent 1.56 sq in / It 157.32 Feet Triple 4" Full Vent 4.68 sq in / ft 52.44 Feet Double 5" Full Vent 4.25 sq in / ft 69.32 Feet Ventilation Required At Roof Units Units Capacity Vent Ventsure Metal Dome with Screen 144 sq in 3 Vents Ventsure High Profile Slant Back Roof Vent w/ 50 sq in 7 Vents Exterior Louver Ventsure Plastic Slant Back Roof Vent w/ 61 sq in 6 Vents Interior Louver Ventsure Rigid Strip Ridge Vent, Externally 15 sq in / ft 22 Feet Baff led w lu w Ti 2319. 17. 1. 2 Where a ceiling is to be attached directly to the underside of trusses, the trusses shall be laterally braced with continuous 1-inch by 4-inch (25 mm by 102 mm) members nailed with 8d common nails to the upper side of the bottom chord at panel points but not to exceed 10 feet (3 m) apart. This lateral bracing shall be restrained at each end and at 20-foot (6 m) intervals. Drywall may be considered a rigid ceiling in enclosed areas where it is protected from the elements. The drywall ceiling is not to be considered a ceiling diaphragm. 2x4 CROSS -BRACING @ RIDGE 20'-0" MAX Ir TOP/BOTTOM CHORD GABLE END BRACING @ 48" 0. C. MAX FOR THE FIRST 4 ROWS OF TRUSSES w J m CD CONT. BOTTOM CHORD BRACING ( 1"x4" MIN.) @ 10'-0" MAX. SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS BRACING IiNr TRUSS 24" O.G. 2X4x8 LATERAL 15RACING GONTINOUS 's 48" O.G. U C ibd NAILS Q O L 0 c U) a) 0 GABLE END DIAGONAL BRACE DETAIL a� C O to L a� C L O 0 N O N O H 2 CD O 0 Thomas L Digitally signed by SignedandsealedbyT.L.HansonpE\\��\���LiiHM1s using a Digital Signature and date. Thomas L Printed copies of this document Hanson:AO141 OD Hanson:AO141OD000001 are not considered signed sealed and the signature must I 00000177EF31 B4 77EF31134E000015ADA verified on any electronic co ' zp %2�I Date: 2023.10.24 11:20:41 E000015ADA -0400 ' PROJECT NO. 2023-55 DWG N0. B �G ELECTRIC TANKLE55 0 11 2' 1 152 *NOt5S R302.5 Dwelling/garage opening/penetration protection. Openings and penetrations through the walls or ceilings separating the dwelling from the garage shall be in accordance with Sections R302.5.1 through R302.53. F L O O R GARAGE. R302B.1 Opening protection. Openings from a privategarage directly into a room used for sluing purposes shalinot be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not lessthan 1 3/8 inches (35 mm) in thickness, solid or honeycomb -core steel doors not less than 1 3/8 inches (35 mm) thicl, or 20-minute fire -rated doors R302152 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26gage (OA8 mm) sheet steel, 1 inch (25A mm) minimum rigid nonmetallic Class 0 or Class i duct board, or other approved material and shall not have openings into the garage. R302B3 Other penetrations. Penetrations through the separation required in Section R302-6 shall be protected as required by Section R302.11, Item 4. R302b. Openings in garage walls shall comply with Section R3=B. Attachment of gypsum board shall comply with Table R1023.5. The wall separation provisions of Table P302b shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R302.1 Under -stair protection. enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch (12.1 mm) gypsum board. tanyTION LEGEND DOOR SIZE FEET (HGT. 6'-8" UNLESS NOTED OTHERWISE) DOOR SIZE INCHES P PRE -HUNG (PH) or WRAP (W) or POCKET (PKT) WINDOW SIZE 34 SH 0 FRAME WALL • TIE MAX BOLTS 6 6'-O" O.G. 4 12" FROM ANY GONER WINDOW ROUGH OPENING CHART WINDOW BLOCK CONSTRUCTION (1/2" FLANGE) FRAME CONSTRUCTION (1/2" FLANGE) CODE WIDTH HEIGHT WIDTH HEIGHT 12 SH 19 7/8* * x 26" 19 1/4- x 26 1/4' 13 SH 1 19 7/8"* x 38 3/8* 19 1/4' x 38 5 8" 14 SH 19 7/8"' x 50 5/8' 19 1/4- x 50 7/8' 15 SH 19 7/8*" x 63' 19 1 4' x 63 1 4' I6 SH 19 7/8"" x 76 34 " 19 1/4- x 76 3 4' H32 SH 27 1/4" x 26' 26 5/8' x 26 1/4' H33 SH 27 1/4' x 38 1/4' 26 5/8" x 38 5 8' H34 SH 27 1/4" x 50 5 ' 26 5/8" x 50 71W H35 SH 27 1/4" x 63' 26 5/8' x 63 1 4' H36 SH 27 1/4" x 76 3 4' 26 5/8' x 76 3 4' 22 SH 37 3 4' x 26' 37 1 8" x 26 1 4' 23 SH 37 3 4- x 38 1/4* 37 1 8' x 38 5 ' 24 SH 37 3 4- x 50 5/8' 37 1 8- x 50 7 ' 2WE SH 37 3 4- x 56' 37 1 8' x 56 1/4' 25 SH 37 3 4- x 63' 37 1 8" x 63 1/4' 26 SH 37 3 4' x 76 3 4' 37 1 8' x 76 3 4' 32 SH 53 7/8- x 26' 53 1/4" x 26 1/4' 33 SH 53 7/8- x 38 1/4' 53 1/4- x 38 5/8- 34 SH 53 7 B' x 50 5/8' 53 1/4" x 50 7/8' 3WE SH 53 7 8' x %. 53 1/4* x 56 1/4- 35 SH 53 7/8- x 63' 53 1/4- x 63 1/4- 36 SH 53 7/8- x 76 3 4' 53 1/4- x 76 3/4- (2) 22 SH' s 74 3 4" x 26' CHECK WITH MANUF. (2) 32 SH's 107" x 26" CHECK WITH MANUF. (2) 23 SH's 74 3 4' x 38 1/4* CHECK WITH MANUF. (2) 33 SH's 1 107" x 38 1/4* CHECK WITH MANUF. 2 24 SH' s 74 3 4" x 50 5 ' CHECK WITH MANUF. (2) 34 SH's 107" x 50 5/8' CHECK WITH MANUF. (2) 25 SH' s 74 3 4' x 63" CHECK WITH MANUF. 2 35 SH's 107" x 63' CHECK WITH MANUF. 1810 FG 20" x 12' CHECK WITH MANUF. *NOTE= THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION F'ROVIDED WITH SPECIFIC WINDOW MANUFACTURER L - W EINW00-2 F L O O R 2nd. Storu DOOR SCHEDULE, OUT SWING DOORS DOOR DESCRIPTION FRAME ROUGH OPENING BLOCK ROUGH 2868 34" x 80 7/8* 37" x 82 3/8" 3068 38" x 80 7/8" 41" x 82 3/8" 3068 w/ SINGLE 1068 LIGHT 51 1/2" x 80 7/8' 54 1/2' x 82 3/8' 3068 w/ DOUBLE 1068 LIGHT 65" x 80 7/8" 68" x 82 3/8" 6068 75" x 80 7/8" 78' x 82 3/8" 2880 34" x 96 7/8" 37" x 98 1/2" 3080 38" x 96 7/8" 41" x 98 1/2" 3080 w/ SINGLE 1080 LIGHT 51 1/2' x 96 7/8" 54 1/2' x 98 1/2" 3080 w/ DOUBLE 1080 LIGHTS 65" x 96 7/8' 68" x 98 1/2" 6080 75" x 96 7/8" 78" x 98 1/2" 6080 w DOUBLE 1080 LIGHTS 102 1/4' x 96 7/8' 105 1/4" x 98 1/2' 6080 w DOUBLE 3080 LIGHTS 150 1/4" x 96 7/8* 153 1/4" x 98 1/2* 6080 w/ DOUBLE 2880 LIGHTS 142 1/4" x 96 7/8' 145 1/4" x 98 1/2' 6080 w/ DOUBLE 1280 LIGHTS 69" x 96 7/8" 1 72" x 98 1/2" *NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION PROVIDED WITH SPECIFIC DOOR MANUFACTURER TABLE R302fo DWELLING/GARAGE SEPERATION PLAN TOTAL LIVING- 200 5F 5TORAGE: 400 5F DECK: 25 5F TOTAL- IOC SF SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM ALL HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT FOR SEPERATION REQUIRED BY THIS SECTION GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO ON THE SAME LOT THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA R308.4 Hazardous locations. The locations specified in Sections R308.4.I through R308.4.7 shall be considered to be specific hazardous locations for the purposes of glazing. R308.4.1 Glazing in doors. Glazing in fixed and operable panels of swinging, sliding and bifold doors shall be considered to be a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. R308.4.2 Glazing adjacent to doors. Glazing In an Individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the floor or walking surface and it meets either of the following conditions: 1. Where the glazing is within 24 inches (610 mm) of either side of the door in the plane of the door in a closed position. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 Inches (610 mm) of the hinge side of an in -swinging door. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and the glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section R308.4.3. 4. Glazing that Is adjacent to the fixed panel of patio doors. R308.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered to be a hazardous location: 1. The exposed area of an individual pone Is larger than 9 square feet (0.836 m2), 2. The bottom edge of the glazing is less than 18 Inches (457 mm) above the floor, 3. The top edge of the glazing Is more than 36 inches (914 mm) above the floor; and 4. One or more walking surfaces are within 36 inches(914 mm), measured horizontally and in a straight line, of the glazing. Exceptions: 1. Decorative glazing. 2. Where glazing is adjacent to a walking surface and a horizontal rail Is installed 34 to 38 inches (864 to 965 mm) above the walking surface, The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and have a cross -sectional height of not less than 11/2 inches (38mm). 3. Outboard panes in insulating glass units and other multiple glazed panels where the bottom edge of the glass Is 25 feet (7620mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees (0.79 rod) of horizontal] surface adjacent to the glass exterior. R308.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered to be a hazardous location. R308.4.5 Glazing and wet surfaces. Glazing In walls,enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524mm) measured vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to single glazing and each pane in multiple glazing. Exception: Glazing that is more than 60 inches (1524mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool or from the edge of a shower, sauna or steam room R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. Exceptions: 1. Where glazing is adjacent to a walking surface and a horizontal rail is installed at 34 to 38 inches(864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and have a cross -sectional height of not less than 11/2 Inches (38 mm). 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. R308.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of o stairway where the glozing Is less than 36 Inches (914 mm) above the landing and within a 60-Inch (1524 mm) horizontal arc less than 180 degrees from the bottom tread nosing shall be considered to be a hazardous location. See FigureR308.4.7. Exception; The glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18 inches (457 mm) from the guard. R308.5 Site -built windows. Site -built windows shall comply with Section 2404 of the Florida Building Code, Building. R308.6 Skylights and sloped glazing. Skylights and sloped glazing shall comply with the following sections. R308.6.1 Definitions. The following terms are defined in Chapter 2: SKYLIGHT, UNIT. SKYLIGHTS AND SLOPED GLAZING. TUBULAR DAYLIGHTING DEVICE (TDD). R308.6.2 Materials. The following types of glazing shall be permitted to be used: 1. Laminated glass with not less than a 0.015-inch (0.38 mm) polyvinyl butyral interlayer for glass panes I6 square feet (1.5 m2) or less in area located such that the highest point of the gloss Is not more than 12 feet (3658 mm) above a walking surface; for higher or larger sizes, the interlayer thickness shall be not less than 0.030 inch (0.76 mm). 2. Fully tempered glass. 3. Heat -strengthened glass. 4. Wired glass. 5. Approved rigid plastics. R308.6.3 Screens, general. For fully tempered or heat strengthened glass, a broken -glass retention screen meeting the requirements of Section R308.6.7 shall be installed below the full area of the glass, except for fully tempered glass that meets condition 1 or 2 listed in Section R308.6.5. R308.6.4 Screens with multiple glazing. Where the inboard pane is fully tempered,heat-strengthened or wired glass, a broken -glass retention screen meeting the requirements of Section R308.6.7 shall be installed below the full area of the glass, except for condition 1 or 2 listed in Section R308.6.5. Other panes in the multiple glazing shall be of any type listed in Section R308.6.2. R308.6.5 Screens not required. Screens shall not be required where laminated glass complying with Item 1 of Section R308.6.2 is used as single glazing or the inboard pane in multiple glazing. Screens shall not be required where fully tempered glass is used as single glazing or the Inboard pane in multiple glazing and either of the following conditions is met: 1. Glass area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking surface, nominal glass thickness not more than 3/16 inch (4.8 mm), and (for multiple glazing only) the other pane or panes fully tempered, laminated or wired glass. 2. Glass area greater than 16 square feet (1.49 m2).Glass sloped 30 degrees (0.52 rod) or less from verticol,and highest point of glass not more than 10 feet (3048 mm) above a walking surface. R308.6.6 Glass in greenhouses. Any glazing material is permitted to be installed without screening in the sloped areas of greenhouses, provided that the greenhouse height at the ridge does not exceed 20 feet (6096 mm) above grade. R308.6.7 Screen characteristics. The screen and its fastenings shall be capable of supporting twice the weight of the glazing, be firmly and substantially fastened to the framing members, be installed within 4 Inches (102 mm)of the glass and have a mesh opening of not more than 1 inch by 1 inch (25 mm by 25 mm). R308.6.8 Curbs for skylights. Unit skylights installed in a roof with a pitch flatter than three units vertical in 12 units horizontal (25-percent slope) shall be mounted on a curb extending not less than 4 inches (102 mm) above the plane of the roof unless otherwise specified in the manufacturer's installation instructions. R308.6.9 Testing and labeling. Unit skylights and tubular doylighting devices shall be tested by an approved independent laboratory, and bear a label identifying Manufacturer, performance grade rating and approved inspection agency to indicate compliance with the requirements of AAMA/WDMA/CSA 101/I. S. 2/A440. R308.6.9.1 Comparative analysis for glass -glazed unit skylights. Structural wind load design pressures for glass -glazed unit skylights different than the size tested In accordance with Section R308.6.9 shall be permitted to be different than the design value of the tested unit where determined in accordance with one of the following comparative analysis methods: 1. Structural wind load design pressures for glassglazed unit skylights smaller than the size tested in accordance with Section R308.6.9 shall be permitted to be higher than the design value of the tested unit provided that such higher pressures are determined by accepted engineering analysis. Components of the smaller unit shall be the same as those of the tested unit. Such calculated design pressures shall be validated by an additional test of the glass -glazed unit skylight having the highest allowable design pressure. 2. In accordance with WDMA I. S. 11. FRAMING NOTse: ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED CENTER OF THE STUD UNLESS NOTED OTHERWISE. FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES WITH THE FOUNDATION BELOW. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB. FELT BARRIER. SEE SHEETS - S1, S2 AND ADDITIONAL "S" SHEETS FOR ADDITIONAL STRUCTURAL DETAILS / NOTES R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE APPLICABLE PRO -VISIONS OF THIS SECTION. R602. 1. 1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL BE ACCEPTED. R602. 1.2 END -JOINTED LUMBER. APPROVED END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO SECTIONR602.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE DES-IGNATION "HEAT RESISTANT ADHESIVE" OR "HRA" INCLUDED INITS GRADE MARK. R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS. GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM D3737. R602. 1. 4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400. R602. 1.5 STRUCTURAL COMPOSITE LUMBER. STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE ESTAB-LISHED AND MONITORED IN ACCORDANCE WITH ASTM D5455. R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED BYANSI/APA PRG 320. R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOODRIM BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALLBE EVALUATED IN ACCORDANCE WITH ASTM D7672. STRUCTURALCAPACITIES SHALL BE IN ACCORDANCE WITH EITHER ANSI/APAPRR 410 OR ESTABLISHED IN ACCORDANCE WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR 410 SHALL BEMARKED IN ACCORDANCE WITH THAT STANDARD. Thomas L Hanson:A01410 D00000177EF31 B4E000015ADA R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR, WHENMANUFACTURED IN CANADA, CSA 0437 OR CSA 0325. PANELSSHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OFINSPECTION ISSUED BY AN APPROVED AGENCY. R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY ANAPPROVED AGENCY. R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY, SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS CON -FORMING TO ASTM C208. R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD ORSTUD GRADE LUMBER. EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY GRADE LUMBER,PROVIDED THE STUDS ARE SPACED IN ACCORDANCE WITH TABLER602.3(5). R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURESR602. 3( 1) AND R602.3(2), OR IN ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1) THROUGH R602.3(4). WALL SHEATHINGSHALL BE FASTENED DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE OF RESISTING THE WIND PRESSURES LISTED IN TABLE R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R301.2(3) ANDSHALL CONFORM TO THE REQUIREMENTS OF TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703. STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS PERPENDICULAR TO THEWALL. THE SUPPORT SHALL BE A FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICE. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1) ANDR602. 7( 2). Digitally signed by Thomas L Hanson:A01410D000001 77EF3164E000015ADA Date: 202 3.10.2411:19:5 7 -04'00' 0 c Q D O L CD C 0) 0 n N O N u Signed and seated by T.L. Hanson PE�\��\���yi using a Digital Signature and date. �p?`� N - •.Oy �i�� Printed copies of this document are not considered signed and t' sealed and the signature must be = : u+ - P verified on any electronic co /�j �A'•. FIOR��p'. AVti 1111, 1�� ��`�� M W I PROJECT NO. 2023-E�5 DWG N0. B2 GF.I. U 0 0 1' 2' 11ELEGTR E1 C 4L7nCXr ELECTRICAL NOTES CAL PLAN ,.-�-2' 121ELECTR I CAL PLAN El I 2MCj. Storu ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE 201-1, LOCAL ORDINANCES AND POWER COMPANY REGULATIONS. SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE.INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. AS ALLOWED, CONNECT ADDITIONAL ELECTRICAL TO EXISTING CIRCUITS. SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS, LABOR AND MATERIAL, EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS. CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BALM COPPER CONDUCTOR NOT SMALLER THAN 4 AWG REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE MEANS." 210.12 ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION. (A) DEFINITION: ARC -FAULT CIRCUIT NTERRUPTER (AFCI). A DEVICE INTENDED TO PROVIDE PROTECTION FROM THE EFFECTS OF ARC FAULTS BY RECOGNIZING CHARACTERISTICS UNIQUE TO ARCING AND BY FUNCTIONING TO DE -ENERGIZE THE CIRCUIT WHEN AN ARC FAULT IS DETECTED. (15) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND OTHER SPECIFIED ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CARBON MONOXIDE ALARMS R315.1 CARBON MONOXIDE PROTECTION. EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING BUILDING FOR WHICH A PES "IT FOR NEW CONSTRUCTION IS ISSUED AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET (304S mm) OF EACH ROOM USED FOR SLEEPING PURPOSES. EXCEPTION: THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS THAT ARE UNDERGOING ALTERATIONS OR REPAIR UNLESS THE ALTERATION IS AN ADDITION AS DEFINED IN SECTION R315.13. R315.IJ CARBON MONOXIDE ALARM. THE REQUIREMENTS OF SECTION R315.1 SHALL BE SATISFIED BY PROVIDING FOR ONE OF THE FOLLOWING ALARM INSTALLATIONS: (1) A HARD -WIRED CARBON MONOXIDE ALARM. (2) A BATTERY-POIJERED CARBON MONOXIDE ALARM. (3) AHARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE ALARM. (4) A BATTERY -POWERED COMBINATION CARBON MONOXIDE AND SMOKE ALARM. 5'315.12 COMBINATION ALARMS. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. R315.13 ADDITION SHALL MEAN: AN EXTENSION OR INCREASE IN FLOOR AREA, NUMBER OF STORIES OR HEIGHT OF A BUILDING OR STRUCTURE 250S4 BONDING FOR OTHER SYSTEMS. AN INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING CONDUCTORS REQUIRED FOR OTHER SYSTEMS SHALL BE PROVIDED EXTERNAL TO ENCLOSURES AT THE SERVICE EQUIPMENT AND AT THE DISGONNECTINCs MEANS FOR ANY ADDITIONAL BUILDING%$ OR STRUCTURES. THE INTERSYSTEM BONDING TERMINATION SHALL BE ACCESSIBLE FOR CONNECTION AND NSPECTION. THE INTERSYSTEM BONDING TERMINATION SHALL HAVE THE CAPACITY FOR CONNECTION OF NOT LESS THAN THREE INTERSYSTEM BONDING CONDUCTORS. THE INTERSYSTEM BONDING TERMINATION DEVICE SHALL NOT INTERFERE WITH OPENING A SERVICE OR METERING EQUIFMENT ENCLOSURE. THE INTERSYSTEM BONDING TERMINATION SHALL BE ONE OF THE FOLLOWING•. (1) A SET OF TERMINALS SECURELY MOUNTED TO THE METER ENCLOSURE AND ELECTRICALLY CONNECTED TO THE METER ENCLOSURE. THE TERMINALS SHALL BE LISTED AS CAWLINDNG AND BONDING EQUIPMENT. (2) A BONDING BAR NEAR THE SERVICE EQUIPMENT ENCLOSURE, METER ENCLOSURE, OR RACEWAY FOR SERVICE CONDUCTORS. THE BONDING BAR SHALL BE CONNECTED WITH A MINIMUM 6 AU* COPPER CONDUCTOR TO AN E(AJIPMENT GROUNDING CONDUCTORS) IN THE SERVICE EQUIPMENT ENCLOSURE, METER ENCLOSURE, OR EXPOSED NOWLEXIBLE METALLIC RACEWAY. (3) A BONDING BAR NEAR THE GROUNDING ELECTRODE CONDUCTOR THE BONDING BAR SHALL BE CONNECTED TO THE GROUNDING ELECTRODE CONDUCTOR WITH A MINIMUM 6 AIL* COPPER CONDUCTOR (3)2/0,4G Cu, 2 "C METER (3)2/0 Cu, 2 "C TO UTILITY TRANSFORMER �V 200A MLO 120/240V 1? 3 WIRE SN NO. 4CU GROUND IN ACCORDANCE WITH NEC 250 ELECTRICAL RISER NTS INTERIOR ELECTRICAL OUTLET LOCATIONS PADDLE FAN SWITCH (LOCATE OVER FAN LIGHT SWITCH) LIGHT SWITCH DUPLEX OUTLET AT KITCHEN COUNTER, R:EFRIG., ° WASHER AND GARAGE OUTLETS DUPLEX OUTLET AT VANITY COUNTER STANDARD DUPLEX OUTLET 0 0 n LOAD SUMMARY DESCRIPTION kVA GENERAL LIGHTING 680 Sq. Ft. @ 3 Watts per Sq. Ft_ = 2.0 SMALL APPLIANCE LOAD 2-20A ckts @ 1.5 ea. = 3.0 LAUNDRY 1.5 RANGE 8.0 DRYER 5.0 WATER HEATER 4.5 OPTIONAL GARBAGE DISPOSAL 1.2 OPTIONAL DISHWASHER 1.2 TOTAL 26.4 First 10 kW @ 100% _ Remainder at 35% HEATING 1 AH w/Heat = 1-HP = 10.0 16.4 kw x .35 = 5.75 6.8 6.7 TOTAL CALCULATED 29.3 Calculated load for service size is 29.3 kW divided by 230V = 127.2 Amps (Amps 200A SERVICE. ALL ELECTRICAL SWITCHES, OUTLETS, ETC. TO SE MOUNTED 45OVE THE BASE FLOOD ELEVATION. (SEE SITE PLAN FOR 8,46E ELEVATION) ELECTRICAL S`I' 150LS LEGEND CEILING LIGHT EfSO 200 AMP. PANEL ® TELEVISION PRE -WIRE {R}- RECESSED CAN LIGHT — — — — — — — - LED STRIP LIGHTING TELEPHONE PRE -WIRE 110V DUPLEX RECEPTACLE '------- I @ SMOKE ALARM TX 4' FLUORESCENT 1 � ® CARBON MONOXIDE 220V OUTLET 1 LIGHT DETECTOR f l 110V G.F.I. OUTLET OJ JUNCTION BOX --�-- TRACK LIGHTING SWITCHED DUPLEX REG. 4 PUSH BUTTON (G.D.O., �Cp�Qp�p� BEAUTY BAR LIGHT T CHIMES, ETC.) ® OUTLET (HWH, AH, ETC.) FLOOD LIGHT $ SINGLE POLE SWITCH �` ® BRACE a DOOR BELL CHIME $3 THREE WAY LIGHT SWITCH 1\ / PRE -WIRE ��� ELECTRICAL WIRING FOR FAN Vy GARAGE DOOR OPENER �� �� EXHAUST FAN L J .�- SCONCE LIGHTING L IGHT/EX. FAN 6 C Q D O L CD rn N C O L N C O 0 PO N O N d O 0 Thomas L Digitally signed b g y g y Signed and sealed by T.L. Hanson Thomas L using a Digital Signature and date. \Q�p -N - 4, Printed H a n so n:A01410 Pr rated copies of thisdocument _ tires Hanson:A01410D00000 are not considered signed and D00000177EF31 177EF31134E000015ADA Sealed and the signature must be A verified on any electronic co Date: 2023.10.24 %��'• FLOR��P'?���` B4E000015ADA 11:19:13-04'00' ►l eQa iaa O O O O O O 14 0 1' 21 2O1-011 ELECTRIC TANKLESS O 20 "x 16 " CONTINUOUS CONCRETE FOOTING w/(3) REBAR ON GHAiRS e -4'-0" O.C_ SLOPS TO DRAIN 3 -1/2" CONCRETE w/ro "X "X 10/10 UJ_l,U_ 1„IESH RE iNFORCING RECQUIRED T-�IROUGHOUT THE CONCRETE SL,45 OR S�'NTHETiC � F 15ER RE iNFORCEI„iENTLLI WICELL FOURED SOL ID 81-0" O.C_ t-IAX_ (STE1�I WALL) 0 (BELOW FiNi5HED FLOOR) LH � LLI 100.00' Q X I I I I I L � J LECsEND SLOPS TO DRAIN I I I I I L J I SECTION R3ls PROTECTION AGANST TERMITES R318.1 Termite Protection. Termite protection shall lea provided by regtetered termkicides, including Boil applied pesltetdes, baiting systems, and peeitctd� applied to wood, or other approval methods of termite protection 202, TE labeled for use as a preventetive treatment to new construction. See Section RECsI8TER8D ITIGIDE Certifleate Compllannce be �or complatton of tin application of the termite protective Vestment, a of shell Issued to the butldtrg department by the Ilcersed past control company that cont.aIne the followtrg statement: The buildinng has rneeived a complete Vestment for the prevention of subterranean lermltea. Treatment Is In accordance with rules and laws eetabifahed by the Florida Department. of Agriculture and Corneuner Services R318.1.1 If soil treatment Is used for subterranean termite prevention, the Initial dm.Ical soil treatment Inside the foundation perimeter shell be dorm after all excavation, backfilling and compaction Is Complete. R318.12 If soil treatment to Lead for subterranean to. its prevention, soil area disturbed after Initial chemical soil treatment shell be retreated with a chemical soil treatment, Including spaces boxed or formed. R31813 If soil treatment Is used for subterranean termite prevention, space in concrete floors boxed out or drains be by Formed for the subsequent Installation of plumbing traps, or any other purpose shall created using depth disturbance plastic or metal permanently placed forms of sufficient to eliminate any planned soil after Initial chemical soil treatment. R31814 If soil treatment is used for subterranean termite prevention, chemtealig treated soil shall be otected with a minimum 6 mil vapor retarder to protect, against rainfall dilution. If rainfall occurs before vapor retarder placement, retneatment is required. Any work, including placement of reinforcing steel, one after chemical treatment until the concrete floor is poured, shell be done M such marrer as to avoid penetrating or disturbing treated soil. R3151.5 IF aoil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment to anharce vertical penetration of the chemicals. R31816 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after c" ictton k completed, Including Initial landscaping and trrigatlon/GprInkler installation. Any soli disturbed after the chemical vertical barrier Is applied shall be promptly retreated. R31811 If a registered termlticide formulated and registered as a bait system Is Lend for subterranean termite prevention, Section R318.11 through Section R3181S do not apppply, however, a signed contract assuring the installation, maintenance and monitoring of the batting system that is In compliance with the requirements of Chapter 492, Florida Statutes, shall be provided to the building official prior to the pouring of the slab, and the system must be Installed prior to final building approval. If the batting system directions for use require a monitoring phase prior to Installation of the pesticide active Ingredient, the Installation of the monitoring phase components shall be deemed to constitute Installation of the system. R3I818 If a registered La Iticide formulated and reglstered as a wood treatment is used for subterranean termite prevention, Sections R31811 through R M16 do not apply. Application of the wood treatment termittcide ahali be ao required by label directions for use, and must be completed prior to final building approval. R3182 Panatratien Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of c*IIu: secontainkg materials. If soil treatment to used for subterranean termite protection, the sleeve shall have a mexturshm wall thmdvess of 0.010 Inch (025 mm), and be sealed within the slab using a noncorrosive clamping device to eliminate the annular &pace between the pipe and the sleeve. No termitictdes shall be applied Inside the cleave. R3183 Gleaning Cells and cavities M masonry units and air gaps between brick. stone or masonry veneers and the structure shell be cleaned of all noripreservative-treated or nornaturally curable wood, o other cellulose -containing material prior to concrete placement Exception: Inorganic material manufactured for closlrg calk M foundation concrete masonry unit constriction or clean earth fill placed in concrete mason unit voice below Blab navel before to treatment is performed R315A Concrete bearing ledge. Brick, stone or other veneer &hall be supported by a concrete bearing ledge - at least equal to the total thickness of the brie, store or over vareer which is poured integrally with the concrete Fondation. No supplemental concrete foundation pours which will create a hidden cold Joke shall be used without supplemental treatment In the foundation unless there Is an approved physical barrier. An l approved physical barrier shall also be Installed from below the wall sill plate or first block course horizontally - to embed in a mortar Joint.. If masorrg veneer extends below grade, a termite protective treatment must be applied to the cavity created between the vernier and the foundation, M lieu of a physical barrier. N 8xcaption: Vermer supported bg a structural member secured to the foundation sidewalk in accordance with ACI 530/ASC8 5/Th18 402, provided at least a C. inch (152 mm) clear inspection space of the Foundation stdewall exterior extets bntweeru Vhe veneer and the top of any soil, God, mulch or over organ- landscaping component, clack, apron, porch, we Bk or any other work Irtmedtately ad lacent to or acUoining the structure R318.5 Protection against decay and termites. Condensate Ikea, Irrigationleprmkler system risers for spray heads, and roof douunspouto shell discharge at least 1 Foot (305 mm) away Rom the eVuetue sidewall, whether by underground pi keg, tail extensions or aplaeh blocks. Gutters with downspouts are required on ell buildings with eaves of less then 6 irndns (152 mm) horizontal protection except for gable sxk cause or on a roof above another roof. R318b Preparation of building site and removal of debris. R318b.1 All building site& shall be graded to provide drainage under all portions of the building rot occupied bg basements. R318b2 The foundation and the area encompassed within 1 foot (305 mm) therein shell have all vegetation, Stumps, dead roots, cardboard, trash and foreign material removed and the fill material &hall be from of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R310.B3 After all work is completed, loose wood and debris shall be Completely removed Rom under the bulldkg and within i foot (305 mm) thereof. All wood forms and supports shall be completely removed. This Mdu,dee, but is not limited to: wooden grade stakes, fours, Contraction spacers, tub Lap boxes, plumbing supports, brackg, shoring, forme or other cellulose-conalnkg material placed M any location where such material are not clearly visible and readily removable prior to completion of the work Wood shall not be stored 'are with ilia ground under any building. i • 1 R3i8'I Inspection for termites. In order to provide for Inspection for termite MFestation, clearance between .f\ exterior wall coverage and final earth grade on the exterior of a building shell not be less than b inches V / (62 mm). Excerptions- 1. Paint or decorative comentitio/e finish lees than 5/8 Inch (riJ mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the Interior finish floor elevation for the width of such ramps on 3. 4-inch (102 mm) Inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil Vested For termites, the finish elevation may match the building Interior finish floor elevation on masorry construction only. 5_ Mlasorry veneers eorstuvcted M accordennce with Section R318A. R3IS8 Foam plastic protection. In areas where the probability of termite infestation Is very heavy, as Indicated In Flgguurroe R301260, extruded and expanded polystgrane, polytsoeyanurate and other foam plastics shall not be foundations located below ketalled on the exterior face or under Interior or exterior foundation walk or slab grade The clearanca between foam plastics installed above grade and exposed earth shall be at least 6 inches (52 mm). tos- L But kgs where the structural members of walk, floors, callings and roofs are entirety of noncombustible material o preservative -treated wood. 2. Uhnen M e dittos to the requirements of Section R3181, an approved method of protecting the foam plastic and structure from subterranean termite damage is used. 3. On the Interior side of basement walk. u 2'x2'x 12" DEEP, 3000 P.S.I. CONCRETE THICKENED SLAB FOOTING w/ REBAR EACH WAT' 1211 O.C. F O U N D A T I O N ALL CMU WALLS CONSIDERED SHEAR WALL CELL POURED SOLID w/ (i)'5 FROM FTG. TO BOND BEAM #50 W/CELL POURED SOLID A 8'-0" O.C. MAX. (STEM WALL) - - - CONTROL JOINT (SAW CUT) 1��0 FINISHED FLOOR ELEVATION MV (ASSUMED DATUM) TIE MAX BOLTS g &'-0" O.C. 4 12" FROM ANY COMER WINDOW OR DOOR OPENING LOCATIONS /I S LlAN THE FOUNDATION HAS BEEN DESIGNED FOR A MINIMUM LOAD -BEARING PRESSURE OF 2000 POUNDS PER SQUARE FOOT SECTION 1907 MINIMUM SLAB PROVISIONS 1907.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less than 3 1/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarder with joints lapped not less than 6 inches (152 mm) shall be placed between the base course or subgrade and the concrete floor slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through the floor slab. Exception: A vapor retarder is not required: 1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or other unheated facilities. 2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to occupancies in Group R-3. 3. For buildings of other occupancies where migration of moisture through the slab from below will not be detrimental to the intended occupancy of the building. 4. For driveways, walks, patios and other flatwork which will not be enclosed at a later date. 5. Where approved based on local site conditions. ENGINEER'S NOTES (1.) ALL WORK TO BE DONE ACCORDING TO (Florida Building Code)1th Edition (2020) FBC (2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER CONCRETE SHALL BE PLACED ON AN UNDISTURBED (3J IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. (4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 2S DAYS. ALL CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.6111, SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF 1900 PSI WiTH TYPE M OR S MORTAR, 2000 PSI. INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X6 10/10 WELDED WIRE MESH. 1- STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-10. 6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19 OR LESS AT THE TIME OF INSTALLATION. SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" BEYOND THE PERIMETER LINES OF THE BUILDING. (9.) ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE (10.) 2"X12" HEADERS SHALL BE 2-2"XI2" LAMINATED W/ 1/2" PLYWOOD GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5-*16D COMMONS iro" O.G. TO MEET (11.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. (12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 I I III II I II III I I III I II I �s I III I II I - - - 0 I �,� I III - - � I � I III I �s'�I III I III I - III I I III I I III _ II I II I II I I II I L -1F -1F -1F Nk JL JL JL 41_ 411 51-011 1�J1�-QII S1 SEE SHEET 61 e 52 FOR STRUGtURAL DETAILS FLOOR FRAMING TO BE WHEN TRUSS MAUFACTURERS SHOP DRAWINGS ARE SUBMITTED, CONTRACTOR IS RESPONSIBLE TO CHECK FLOOR FRAMING 4 ROOF TRUSSES / GIRDER 4 CONNECTIONS FOR UPLIFT / GRAVITY LOAD VALUES TO VERIFY THE)' ARE LESS THAN THE CONNECTIONS AS SHOWN ON THESE PLANS, PLAN U TRUSS MANUFACTURER TO II C: PROVIDE SIGNED AND C� SEALED TRUSS DRAWINGS 0 16" SYSTEM 42 FLOOR TRUSSES 0 a) c 0 4- U) L_ N C: L 0 U n 04 ADD A JOIST OR USE 0 BLOCKING AT ALL O PARALLEL WALLS ABOVE F- 2 C� a_ O U Thomas L Digitally signed by Signed and sealed by T.L. Hanson PE\�p���'t...... / Thomas L using a Digital Signature and date. Hanson:A01410 Printed copies of this Hanson:A01410D00000 are not consideredsi edand DOOOOO 1 %7 E F31 177EF31134E000015ADA sealed and the signature must be - J Date: 2023.10.24 verified on any electronic co 134E000015ADA 11:18:36 -04'00' 13.3 erior windows, sliding and patio glass doors. 1 3.1 Testing and labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and shall be labeled to d cate compliance with the requirements of one of the following specifications: I/AAMA/NWWDA101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 (HVHZ shall comply with TAS 202 utilizing ASTM E 1300-98 ASTM E 1300-04 02). erior windows and sliding glass doors shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product. following shall also be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: information identifying manufacturer, the product model/series number, positive and negative design pressure rating, product maximum size, glazing thickness, impact -resistance ing if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved product certification ncy, testing laboratory, evaluation entity or Miami -Dade Product Approval. labels are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the window or door until final roval by the building official. eptions: Door assemblies installed in nonhabitoble areas where the door assembly and area are designed to accept water infiltration need not be tested for water iltration. Door assemblies installed where the overhang (OH) ratio is equal to or more than 1 need not be tested for water infiltration. The overhang ratio shall be culoted by the following equation: ratio = OH length/OH height re: length = The horizontal measure of how for an overhang over a door projects out from door's surface. height = The vertical measure of the distance from the door's sill to the bottom of the overhang over a door. Pass -through windows for serving from a single-family kitchen, where protected by a roof overhang of 5 feet (1.5 m) or more shall be exempted from the uirements of the water infiltration test. Decorative glazed openings. ass Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or 202 shall not be subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of ducts not tested and certified in accordance with Section R613.3.1 shall be designed and labeled to comply with ASTM E 1300. The temporary supplemental el shall designate the type and thickness of glass or glazing material. ss Strength: Products tested and labeled as conforming to ANSI/AAMA/NWWDA 101/I.S.2 or 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440 or TAS 202 shall not subject to the requirements of the Florida Building Code, Building. Determination of load resistance of glass for specific loads of products not tested certified in accordance with Section R613.3.1 shall be designed and labeled to comply with ASTM E 1300. The supplemental label shall designate the type thickness of glass or glazing material. 8.6.9 Testing and labeling of skylights. Exterior skylights shall be tested by an approved independent testing laboratory, and shall be labeled to icate compliance with the requirements of one of the following specification: I/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA 101/I.S.2/A440, or TAS 202 (HVHZ shall comply with TAS 202). erior skylights shall be labeled with a permanent label, marking, or etching providing traceability to the manufacturer and product. The following shall o be required either on a permanent label or on a temporary supplemental label applied by the manufacturer: Information identifying the manufacturer, the duct model/series number, positive and negative design pressure rating, product maximum size, type and thickness of glass or glazing material, act -resistance rating if applicable, Florida Product Approval number or Miami -Dade Product Approval number, applicable test standard(s), and approved duct certification agency, testing laboratory, evaluation entity or Miami -Dade Product Approval. els are limited to one design pressure rating per reference standard. The temporary supplemental label shall remain on the skylight until final approval the building official. 3.3.2 Comparative Analysis Label. A temporary supplemental label conforming to AAMA 203, Procedural Guide for the Window Inspection and Notification tem, shall be acceptable for establishing and communicating the calculated allowable design pressures higher than indicated on the label required by tion R613.3.1 for window or door sizes smaller than that required by the ANSI/AAMA/NWWDA 101/I.S.2 or ANSI/AAMA/WDMA 101/I.S.2/NAFS or AAMA/WDMA/CSA /I.S.2/A440 test requirements. This temporary supplemental label shall be applied by the manufacturer and remain on the window or door until final roval by the building official. eption 1: arative analysis of operative windows and glazed doors may be made, provided the proposed unit complies with the following: Shall always be compared with a tested and currently approved unit. Varies only in width, height and/or load requirements. Shall not exceed 100 percent of the proportional deflection for fiber stress of the intermediate members of the approved unit. Shall conform as to extruded members, reinforcement and in all other ways with the tested approved unit. Shall not exceed 100 percent of the concentrated load at the juncture of the intermediate members and the frame of the approved unit. Shall not permit more air and water infiltration than the approved unit based on the height above grade. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996. eption 2: arative analysis of fixed glass windows may be made, provided the proposed unit complies with the following: Shall always be compared with a tested and currently approved unit. Varies only in width, height and/or load requirements. The design is identical in all respects. e.g., extrusions, glazing system, joinery, fasteners, etc. Shall not permit more air and water infiltration than the approved unit based on height above grade. The maximum uniform load distribution (ULD) of any side is equal to the uniform load carried by the side divided by the length of the side. The ULD of any member must not exceed the ULD of the corresponding member of the tested window. The uniform load distribution on each member shall be calculated in accordance to Section 2, Engineering Design Rules, of the AAMA 103.3 Procedural de. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 203 or ASTM E 1886 and ASTM E 1996. 3.4 Exterior door assemblies. Exterior door assemblies not covered by Sections R613.3 or R613.4.3 shall comply with Sections R613.4.1 or R613.4.2. 3.4.1 Exterior door assemblies shall be tested for structural integrity in accordance with ASTM E 330 Procedure A at a load of 1.5 times the required ign pressure load. The load shall be sustained for 10 seconds with no permanent deformation of any main frame or panel member in excess of 0.4 percent of span after the load is removed. HVHZ shall comply with TAS 202. After each specified loading, there shall be no glass breakage, permanent damage to tenersI hardware parts, or any other damage which causes the door to be inoperable. minimum test sizes and minimum design pressures shall be as indicated in Table R613.4 Uunit size tested shall qualify all units smaller In width and/or height of the some operation type and be limited to cases where frame, panels and uctural members maintain the some profile as tested. 3.4.2 Sectional garage doors shall be tested for determination of structural performance under uniform static air pressure difference in accordance with I/DASMA 108 or TAS 202 (HVHZ shall comply with TAS 202). 3.4.3 Custom doors. Custom (one of a kind) exterior door assemblies shall be tested by an approved testing laboratory or be engineered in accordance with epted engineering practices. 3.4.4 Door components evaluated by an approved product evaluation entity, certification agency, testing laboratory or engineer may be interchangeable in erior door assemblies provided that the door component( s) provide equal or greater structural performance as demonstrated by accepted engineering ctices. 3.4.4.1 Optional exterior door component testing. With the exception of HVHZ, exterior side -hinged door assemblies not covered by Section R613.3 shall e the option to have the components of the assembly tested and rated for structural integrity in accordance with the following specification: A250. 13 lowing the structural testing of exterior door components, there shall be no permanent deformation of any perimeter frame or panel member in excess of percent of its span after the load is removed. After each specified loading, there shall be no glass breakage, permanent damage to fasteners, hardware ts, or any other damage that causes the door to be inoperable, as applicable. 3.4.5 Garage door labeling. Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall identify the manufacturer, garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction wing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. required garage door components for an approved garage door assembly may be indicated using a checklist format on the label. If a checklist format is d on the label, the installer or manufacturer shall mark the selected components on the checklist that are required to assemble on approved garage door tem. installation instructions shall be provided and available on the job site. 3.5 Wind-borne debris protection. Protection of exterior windows, glass doors and other glazed areas shall be in accordance with Section R301.2.1.2. 3.5.1 Fenestration testing and labeling. Reserved. 3.6 Anchorage methods. 3.6.1 Anchoring requirements. Window and door assembly anchoring systems shall be tested to achieve the design pressure specified. Substitute anchoring temps shall provide equal or greater anchoring performance as demonstrated by accepted engineering practice. When provided, the manufacturer's published tallation instructions for as tested or substitute anchoring systems can be used. In no case shall the anchorage exceed the spacing for the tested rated formance. 3.6.1.1 Masonry, concrete or other structural substrate. Where the wood shim or buck thickness is less than 11/2 inches (38 mm), window and door emblies shall be anchored through the main frame or by jamb clip or subframe system, in accordance with the manufacturers published installation tructions_ Anchors shall be securely fastened directly into the masonry, concrete or other structural substrate material. Unless otherwise tested, bucks 11 extend beyond the interior face of the window or door frame such that full support of the frame is provided. Shims shall be made from materials capable sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Anchors shall be provided to transfer load from window or door frame to the rough opening substrate. re the wood buck thickness is 11/2 inches (38 mm) or greater, the buck shall be securely fastened to transfer load to the masonry, concrete or other uctural substrate and the buck shall extend beyond the interior face of the window or door frame. Window and door assemblies shall be anchored through the n frame or by jamb clip or subframe system or through the flange to the secured wood buck in accordance with the manufacturers published installation tructions. Unless otherwise tested, bucks shall extend beyond the interior face of the window or door frame such that full support of the frame is vided. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable ds. Anchors shall be provided to transfer load from the window or door from assembly to the secured wood buck. 3.6.1.2 Wood or other approved framing material. Where the framing material is wood or other approved framing material, window and glass door assemblies 11 be anchored through the main frame or by jamb clip or subframe system or through the flange in accordance with the manufacturer's published tallation instructions. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of toining applicable loads. Anchors shall be provided to transfer load from the window or door frame to the rough opening substrate. 3.7 Mullions occurring between individual window and glass door assemblies. 3.7.1 Mullions. Mullions, other than mullions which are an integral part of a window or glass door assembly tested and labeled in accordance with Section 3.3.1, shall be tested by an approved testing laboratory in accordance with AAMA 450 or be engineered in accordance with accepted engineering practice. 3.7.1.1 Engineered mullions. Mullions qualified by accepted engineering practice shall comply with the performance criteria in Sections R613.7.2, 3.7. 3, and R613. 7.4. 13.7.1.2 Mullions tested as stand alone units. Mullions tested as stand alone units in accordance with AAMA 450 shall comply with the performance criteria Sections R613.7.2, R613.7.3, and R613.7.4. 3.7.1.3 Mullions tested in an assembly. Mullions qualified by a test of an entire assembly in accordance with AAMA 450 shall comply with Sections 3. 7. 2 and R613. 7. 4. 13.7.2 Load transfer. Mullions shall be designed to transfer the design pressure loads applied by the window and door assemblies to the rough opening strate. LE R613. 4 IMUM TEST SIZES, INCLUDING FRAMING formance Class* Width x Height (mm) Width x Height (in.) Minimum Performance Grade sign Pressure) identiol (R) 900 x 2000 (36 x 79) 720 Pa (15 psf) ht Commercial (LC) 900 x 2100 (36 x 83) 1200 Pa (25 psf) rcial (C) 1000 x 2100 (40 x 83) 1440 Po (30 psf) vy Commercial (HC) 1200 x 2400 (48 x 95) 1920 Po (40 psf) hitectural (AW) 1200 x 2400 (48 x 95) 1920 Pa (40 psf) rformance Class and Performance Grade per ANSI/AAMA/NWWDA 101/I.S.2-97 3.7.3 Deflection. Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without letting more than L/175, where L is the span of the mullion in inches. 3.7.4 Structural safety factor. Mullions shall be capable of resisting a load of 1.5 tines the design pressure loads applied by the window and door emblies to be supported without exceeding the appropriate material stress levels. If tested by an approved laboratory, the 1.5 times the design pressure d shall be sustained for 10 seconds, and the permanent deformation shall not exceed 0.4 percent of the mullion span after the 1.5 times design pressure d is removed. 3.7.5 Installation instruction for exterior windows and doors. Windows and doors shall be installed in accordance with ASTM E 2112 or in accordance with manufacturer's installation instruction. 3.8 Flashing, sealants and weatherstripping. Flashing and sealants for exterior windows and doors shall comply with Section R703.8. 3.8.1 All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 and ASTM C 920 s 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of a n t. 13. Masonry rough openings. Masonry rough opening dimensions shall be within the tolerances specified at Section R606.12 and in addition shall provide r a win erimeter sealant 'oint a maximum of 1 4 inches in width. 2 "x12" BEAM 2x 6 P.T. WOOD JAMB PLYWD SHEATHING AND SIDING _F of2 f__ T 2x6 END STUD 2x6 END STUD (CONVENTION CORNER) 1/4"x 3-1/2" WOOD SCREWS g 24" O.G. CONT. WOOD TRIM L DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER 2x6 GYP_ SD_ SACKER (PRE -INSULATE VOID)J \-PLYWD SHEATHING AND SIDING BACKING FOR EXT. SIDING 4 TRIM 3 STUD COS NOR DOTAI Frame Wa I I SILL H UNIT DIMENSION WIDTH JAMB �U UJINDOW WINDOW 4 DOOR FASTENING 2020 Florida Building Code NOTES L ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSIIAMMA/NIUllDA 10VIS2 STANDARD AND SEAR AN AMMA OR UVMA LABEL INDICATING, ML41•YIFACTURERS PERFORIANCE AND APPROVED PRODUCT TESTMG ENTITY, IN ACCORDANCE WITH 2O20 Florida Building Code, SECTION 1101421 2. ALL EXTERIOR DOORS AND WINDOWS, SHALL ISE ANCHORED IN ACCORDANCE WITH MANIFACTIbZERS SPECIFICATIONS, IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE r101.4.L 3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS LESS THAN 1 1/2" SHALL BE ANCHORED THROUGH THE JAMS TO THE STRUCTURAL SUBSTRATE, IN ACCORDANCE WITH 2O20 Florida Bullding Code. 1101442 4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE DESICsTED AND TESTED TO TRANSFER IB TIMBS THE INDICATED DESW4 LOADS, TO THE STRUCTURAL SUBSTRATE IN ACCORDANCE WITH, 2020 Florida BulldWQ Code T101ASJ AND r101454. ATTACHMENT OF WINDOW TO FRAME WALL TO SE PER MANUFACTURERS RECOMMENDATION_ b d' SHINGLES PER SPECIFICATIONS (W/ 6 FASTENERS PER SHINGLE) FELT UNDERLAYMENT MUST BE 300 OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869 OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2" PLYWOOD OR OSB W/H-CLIPS ON 2x10's 6 24"O.C. (FOR NAILING SCHEDULE SEE SHEET S2C) - SEE ADDITIONAL INFO BELOW PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE *R2-I5A 16-24 "-DOUBLE PLY GLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - NONE REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER ONLY BLOCKING (2x4) FLAT WISE OR ENDWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES. 12 INSULATION 20 UNLESS OTHERWISE NOTED - ALL THERMAL INSULATION SHALL BE AS FOLLOWS: CONC BLOCK WALLS R-3 BLOWN CELLULOSE OR R-4B ALUMINUM MULTI SHEETS FOIL FRAMED WALLS R-11 FIBERGLASS GATT INTERIOR CEILINGS R-IS FIBERGLASS GATT OR BLOWN CEILINGS UNDER ATTIC R-38 FIBERGLASS GATT OR BLOWN SIMPSON H10A PLT. HGT VINYL SOFFIT ALL WIDT -J ALUM. DRIP EDGE 2X6 SUB FASCIA FASCIA COVER INSTALLED IN ACCORDANCE WITH FASCIA MANUFACTURER'S PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE ATTACH SOFFIT TO FASCIA OR TO NAILING STRIP (NOT SHOWN) 2x16 RIM JOIST EXTERIOR SIDING OVER *15 BLDG. FELT WITH OR WITHOUT INSULATIVE FIBER BOARD 4 SHEATHING FOR NAILING SEE SHEET 525 TABLE 2304.9.1 FASTENING SCHEDULE (1) 20'-0" *4 COPPER (WITH APPROVED CLAMP) TIED TO FTG_ STEEL AND GRND. ROD (BY OTHERS) AT ELECTRICAL BOX LOCATION 51MP50N TP31 SIMPSON H10A SIMPSON 18" FLAP STRAP SIMPSON LSSU 210 (2)2x12 RIDGE SEAM SIMPSON TP31 12 9 SIMPSON SP2 (2)2x4 SIMPSON 5P2 2x6 COLLAR 1/2 "DRYWALL OVER 2X4 STUDS 9 Ito" O.C. zO S IMPSON 15P1 (2)2X6 TOP PLATE 3/4" PLYWOOD W/ Sd NAILS tI 6" O.G. 10 EDGES AND 12" O.G. J - CI-IANNEL INTERMEDIATE - 2x6 BASE PLATE WOOD BASE (2)2X6 TOP PLATE 2X6 BLOCKING TIE MAX 1/2" GALV. ROD ti -12" O.C. 4 EACH SIDE OF OPENING 1611 FLOOR 6 i-STEM 42 e Ira" O_C: 1/2" CD OR 5/8" DRYWALL ON CEILING (2)2X4 or (2)2X6 TOP PLATE 2X4 or 2X6 JACKS (2)2X6 *2 YELLOW PINE HEADER (UP TO 5'-0" SPAN) OR (2) 2X12 Y.P. HDR WINO JACKS) UM. WINDOW %RBLE SILL :4 SILL PL. or 2X6 SILL OL. 2�4 PT Z F U 3000 n Z fo"x 6"x 10/10 E.W.W. MESH REINFORCING o ° REQUIRED THROUGHOUT THE CONCRETE SLAB 0 i_1 ROD (BY OTHERS) 6 MIL. VAP. BARRIER �' li-QII 0 VCR (2)S REBAR CONT. ON *3 CHAIRS a) (3" MIN. COVER) 0 U) CONCRETE -ENCASED ELECTRODE_ AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE E EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY O p CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR U CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING BARS SHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE N J MEANS_" N 2' 4' 1 oYfo. wAiim rCmr IO1�l S2A 0 O 14 I WINDOW /DOOR ANCHORAGE (;:;Ro4ms) Digitally signed by Signed and sealed by T.L. Hanson PE�\y� 11111ys/ Thomas L Thomas L using a Digital Signature and date. �p N E'• o� Hanson :A 01410 Printed copies of this document Hanson:A01410D00000 are not considered signed and 01 DOOOOOI 77EF31 177EF31134E000015ADA sealed and the signature must be :LU- Date: 2023.10.24 verified on any electronic co ' n '=w` B4E000015ADA %�� �aa�°?'a�,� U) Z _O in W PROJECT NO. 2023-55 DWG N0. S 2A 0 0 0 0 20VIDE MINIMUM l�o" 26 GA VALLEY FLASHING AT 0 0 .L ROOF CHANGES AND SIDE WALL AREAS PER 0 0 >C 101.2.5 /R­03.71.5. 103.5., "303.2 AND "305 PLACE )OF CEMENT COATING AT ROOF DECKS EDGES OF 0 ASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" 0 0 �OF NAILS 12" OC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIDE WALLS OR CHIMNEY WALLS 0 MINIMUM 5"XSII 26 GA ANGLE FLASHING 0 0 OR STEP FLASHING, SEE NOTE A50VE 0 0 ROOF DECK AT SIDE WALLS DETA IF "FLOOR TRUSSES" (6 16" O.C.) STRAP w/MTS12 EA. TRUSS OR JOiST --------� — —7-7-,, ------I IF "ROOF TRUSSES" (0 24" O.C.) \ STRAP OVER TOP TO OTHER 501 \ \ I w/MT512 @ EA. TRUSS \ ..a•..::•a .: -' d.. e e.. S,. A" 1'-0n [4" In iNTE:RIOR 5EARING IN NON -DROP DOWN AREAS 2x4 5" EM5EDMENT OF TIE MAX G APPROVED EPDXY IS ACCEP' FROM EACH CORNER, EACH SI OR WINDOW AND 6' O.G. MIN. 1` EVALUATION SERVICES, INC.tC+lUl1�t5 SPECIAL INSPECTION FOR ALL EPDXY PR RETROFIT APPLICATIONS. SIMPSON LSU2' 2x& P.T.'s 2x12 STRINGER - REFER TO ELEV. FOR LOCATION ST. ANGLE SIMPSON LUS26 EACH STRINGER SIMPSON TAZ STAIRCASE ANGLE 12 "x 12 "X 12 "0. J CONC. PAD. =SON TAZ JRCASE ANGLE 2x2 RAILS 2x4 SUPPORT 2x4 HANDRAIL 4x4 PT POST --% 2x4 0 STAIR FRAMING DETAILS RESIDENTIAL Design Statement. This project 1s designed per 1601.1.1 The Handrail assemblies and guards are designed to resist a load of 50 pit (0.13 kN/in) applied in any direction at the top and to transfer this load through the supports to the structure. Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in diameter. (2)11 x 4-1/2" LAC: SCREWS The triangular openings formed bg the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through openings for required guards on the sides of stair treads shall not allow a sphere 4 3/8 inches (101 mm) to pass through. ^ . . S , a •� L E V. (- )01 — 11 a= . GARAGE F.F. .° ♦a .4 . . n 2 - #5 CONT. 411 11-011 411 64511 O.C. TYP. (ON 3" CHAIRS) BOAR Na THREADSM ROD OPT 1 ON HAND[ 2x4 TOP .ATE Y.P. OCKiNG P. V 11 11 VV 1 l ♦_NV.f.. LEDGER ATTACHMENT �(1) PT 2x4 50TTOM PLATE rpA I-LEV, 01-0II L i V I NG F.F. Design Statement: This project is designed per 1601.1.1 The — Handrail assemblies and guards are designed to resist a load of 50 pit (0.13 kN/m) applied in any direction at the 2 X TOP RAIL top and to transfer this load through the supports to the structure. 4X4P05T 1'-411 MAX SIMPSON HD2A-1DG PARALLEL LAYOUT 1 N mLLI iLU X I _ @� lu X LILl SIMPSON HD2AHE)G 1 N O w/5/8" BOLTS PER MANUR RECOMMENDATIONS SiMPSON HD2A-IDG PERPENDICULAR LAYOUT PLAN VIEW II 2 x 4 TOP -RAIL —4 Z C,4 d) J." m lci � LU 1L LU tYl f2 (lt lU 2x10 ATTACHED TO POST (2)" CARRAIGE BOLTS 3-1/2" SIMPSON STRONG -DRIVE SCREW (SDS) SD525213 (2 SCREWS 32O.C.) lO Ix 2 (2) 5/0" x 5" 5OLTS RAILING: DETAI Design Statement: 0 This project is designed per 1601.1.1 The Handrail assemblies and guards are designed to resist a load of 50 pit (0.13 W/m) applied in any direction at the top and to transfer this load through the supports to the structure. tm WO DECKING PEFSPECIFiCATIONS 2X S sl iro" O.C. SIMPSON LUS28 EACH JOIST LUCZ28 QU IKRETE ><R 2X6 FRAME WALL 3-1/2" Simpson Strong -Drive screw (SDS) SD825213 (2 SCREWS 32" O.C.) 2x6 FRAME 01 I I TYP. COST / flECK DETA f TABLE R301. 5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Uninhabitable attics without storage b,g 10 Uninhabitable attics with limited storage b,g 20 Habitable attics and attics served with fixed stairs 30 Balconies (exterior) and decks e 40 Fire escapes 40 Guardrails and handrails d 200h Guardrail in -fill components f 50h Passenger vehicle garages a 50a Rooms other than sleeping room 40 Sleeping rooms 30 Stairs 40c For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, 1 pound = 4. 45 N. � a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. — b. Uninhabitable attics without storage are those where the maximum clear height between joists and rafters is less than 42 Q inches, or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed Z3 rectangle 42 inches high by 24 inches in width, or greater, within the plane of the trusses. This live load need not be o assumed to act concurrently with any other live load requirements. CD c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load c acting over an area of 4 square inches, whichever produces the greater stresses. E d. A single concentrated load applied in any direction at any point along the top. o e. See Section R502.2 for decks attached to exterior walls. f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act 0 concurrently with any other live load requirement. g. Uninhabitable attics with limited storage are those where the maximum clear height between joists and rafters is 42 L inches or greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. The live load need only be applied to those portions of the joists or truss bottom chords where all of the following U conditions are met: 1. The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located N where the clear height in the attic is a minimum of 30 inches. 0 2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units horizontal. 3. Required insulation depth is less than the joist or truss bottom chord member depth. O The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 lb/ft2. h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be = 0 applied to each of the concentrated loads applied to the top of the rail, and to the load on the in -fill components. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. 0 0 Digitally signed by Thomas L Signedandsealedb T.L. Hanson PE _ , Er so �i/ , mgaDigitalSignatureanddate. ,1\ Thomas L Printed copies ofthis document�o`r" Hanson:AO1410 Hanson:A01410D00000 are not consideredsigned and D00000177EF31 177EF31B4E000015ADA sealed and the signature must be= verified on any electronic co Date:2023.10.24 ii�OP• Ftpry\�P"�� B4E000015ADA 11:16:56-04'00' tlttlrltl'-_ PROJECT NO. 2023-E6 DWG N0. TABLE 2304. 10. 1 FASTENING SCHEDULE R502.5 Allowable girder spans. The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables R502.5(1) and R502.5(2). TABLE R502. 5(1) GIRDER SPANSa AND HEADER SPANSO FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce-pine-firb and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZE Building widthc (feet) 20 28 36 SPAN N jd SPAN N jd SPAN NJ Roof and ceiling 2-2x4 3-6 1 3-2 1 2-10 1 2-2x6 5-5 1 4-8 1 4-2 1 2-2x8 6-10 1 5-11 2 5-4 2 2-2x10 8-5 2 7-3 2 6-6 2 2-2x12 9-9 2 8-5 2 7-6 2 3-2x8 8-4 1 7-5 1 6-8 1 1 3-2x10 10-6 1 9-1 2 8-2 2 3-2x12 12-2 2 10-7 2 9-5 2 4-2x8 9-2 1 8-4 1 7-8 2 4-2x10 11-8 1 10-6 1 9-5 2 4-2x12 14-1 1 12-2 2 10-11 2 Roof, ceiling and one center -bearing floor 2-2x4 3-1 1 2-9 1 2-5 1 2-2x6 4-6 1 4-0 1 3-7 2 2-2x8 5-9 2 5-0 2 4-6 2 2-2x10 7-0 2 6-2 2 5-6 2 2-2x12 8-1 2 7-1 2 6-5 2 3-2x8 7-2 1 6-3 2 5-8 2 3-2x10 8-9 2 7-8 2 6-11 2 3-2x12 10-2 2 8-11 2 8-0 2 4-2x8 8-1 1 7-3 1 6-7 2 4-2x10 10-1 1 8-10 2 1 8-0 2 4-2x12 11-9 2 10-3 2 9-3 2 Roof, ceiling and one clear span floor 2-2x4 2-8 1 2-3 1 2-0 1 2-2x6 3-11 2 3-3 2 2-11 2 2-2x8 5-0 2 4-2 3 3-9 2 2-2x10 6-1 2 5-1 3 4-7 3 2-2x12 7-1 3 5-10 3 5-3 3 3-2x8 6-3 2 5-2 2 4-8 2 3-2x10 7-7 2 6-4 2 5-8 2 3-2x12 8-10 2 7-4 3 6-7 2 4-2x8 7-2 1 6-0 2 5-5 2 4-2x10 8-9 2 7-4 2 6-7 1 2 4-2x12 10-2 2 8-6 2 7-8 2 Roof, ceiling and two center -bearing floors 2-2x4 2-7 1 2-3 1 2-0 1 2-2x6 3-9 2 3-3 2 2-11 2 2-2x8 4-9 2 4-2 2 3-9 2 2-2x10 5-9 2 5-1 2 4-7 3 2-2x12 6-8 2 5-10 3 5-3 3 3-2x8 5-11 2 5-2 2 4-8 2 3-2x10 7-3 2 6-4 2 5-8 2 3-2x12 8-5 2 7-4 2 6-7 2 4-2x8 6-10 1 6-0 2 5-5 2 4-2x10 8-4 2 7-4 2 6-7 2 4-2x12 9-8 2 8-6 2 7-8 2 Roof, ceiling and two clear span floor 2-2x4 2-1 1 1-8 1 1-6 2 2-2x6 3-1 2 2-8 2 2-4 2 2-2x8 3-10 2 3-4 2 3-0 3 2-2x10 4-9 2 4-1 3 3-8 3 2-2x 12 5-6 2 4-9 3 4-3 3 3-2x8 4-10 2 4-2 2 3-9 2 3-2x10 5-11 2 5-1 2 4-7 2 3-2x12 6-10 2 5-11 3 5-4 2 4-2x8 5-7 2 4-10 2 4-4 2 4-2x10 6-10 2 5-11 2 5-3 2 4-2x12 7-11 2 6-10 1 2 6-2 3 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2. a. Spans are given in feet and inches. b. Tabulated values assume #2 grade lumber. c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an approved framing anchor attached to the full -height wall stud and to the header. e. Reserved. 24" MIN_ LAP #3 4 #4 L. 4�= SPL I CrE 25" MIN. LAP -`*5 REINFORCING BAR #rP LAP SPL i Crz 3611 MIN_ LAP x% rv_ 1 I vrV r�� 11 Yt� t..JYtI� #6 LFI SPL i C 42" MIN_ LAP #i L4i= SPL i CS 1011 *5 REINFORCING BAR 14.C.1. STD. SO ° BENt:) METAL LATH ATTACHED TO WOOD FRAMING PER ASTM C 1063 WOOD FRAMING - SEE DRAWINGS TWO LAYERS OF VAPOR BARRIER BEHIND STUCCO STUCCO FINISH OVER WOOD FRAMING PER ASTM C 926 & C 1063 STUCCO CONTROL JOINTS SPACED PER ASTM C 926 & C 1063 1s" PLYWOOD OVER WOOD FRAMING 8d COMMONS @ 6" O.C. MIN. MAINTAIN E' GAP AT ALL ENDS OF PLYWOOD. STUCCO WEEP SCREED - TYP. CONCRETE MASONRY CONSTRUCTION SEE PLANS STUCCO FINISH OVER CONCRETE MASONRY PER ASTM C 926 & C 1063 TYPICAL STUCCO DETAIL GENERAL NOTES: 1. STUCCO ON WOOD FRAME SHALL BE MIN." , 3-COAT APPLICATION. 2. STUCCO ON MASONRY SHALL BE MIN. J" , 2-COAT APPLICATION OR a". 3 COAT APPLICATION 3. WRB SHOULD EXTEND DOWN, OVER THE UPPER FLANGE OF WEEP SCREED OR ACCESSORY IN A SHINGLE -LAP FASHION. 4. METAL LATH TO BE ATTACHED WITH 11GA 1-J" LENGTH, ?g" HEAD NAILS (4D 1-1/2"xi HEAD)NAILS TO FRAMING MEMBERS AT NOT MORE THAN 7i n 0. C. WOOD 21_0110 PILASTER MAX. • IIII d00�00000SwI11001010010100■ YrERT i C.41,. RS iNFORCSi IsNmrfp SCHEDULE 1�f,4SOi�1�'Y S' PLATE HEIGHT = V-011 O.G. 10' PLATE HEIC-sHT = &'-0" O.C. 12' PLATE HEICxHT = 4'-011 O.C. "A" 14' PLATE HEIC-sHT = 2'-0" O.G. MAX. / PILASTERS 's 10'-0" O,G. AT EACH CORNER E BOTH SIDES OF DOORS 4 WINDOWS OPENINGS (OVER 5'-0"). BEFORE 4 AFTER SWEARWALL SEGMENTS, 4 (2) BARS 51 EA. SIDE OF OPENING OVER 12'-0" I- IN I COLLAR TIE 1X6 (MIN.) EVERf- OTHER RAFTER T-0" OR LONGER BLOCKING BELOW RIDGE R LAP DISTANCE 0 1IN ®I� C.M.U. WALL CORNER CONT iN i TY 4 WALL RE iNFORCMMMNT 25" MIN. LAP TABLE R803.2.3.1 ROOF SHEATHING ATTACHMENT a'b Rafter/Truss 24 IN. 0. C. Spacing WIND SPEED 115 mph 1 120 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph E F I E I F E I F E F E F E F E F E F Exposure B Rafter Truss SG=0.42 1 6 6 1 6 1 6 6 1 6 1 6 6 6 6 4 4 4 4 4 4 Rafter Truss SG=0.49 1 6 1 121 6 112 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 Exposure C Rafter Truss SG=0.42 1 6 1 6 1 6 1 6 1 6 1 6 1 4 1 4 1 4 4 1 4 1 4 3 3 3 3 Rafter Truss SG=0.49 1 6 1 6 1 6 1 6 1 6 1 6 1 6 6 1 6 6 1 6 1 6 4 1 4 1 4 4 Exposure D Rafter Truss SG=0.42 6 6 1 6 1 6 1 6 1 fi 1 4 4 1 4 4 4 4 1 3 3 3 3 Rafter Truss SG=0.49 1 6 1 6 1 6 1 6 1 6 1 6 1 6 6 1 4 4 4 4 1 4 4 4 4 E = Nail spacing along panel edges (inches) F = Nail spacing along intermediate supports in the panel field (inches) a. For sheathing located a minimum of 4 feet from the perimeter edge of the roof, including 4 feet on each side of ridges and hips, nail spacing is permitted to be 6 inches on center along panel edges and 6 inches on center along intermediate supports in the panel field. b. Where rafter/truss spacing is less than 24 inches on center, roof sheathing fastening is permitted to be in accordance with the AWC WFCM or the AWC NDS. R803.2.3.1 Sheathing fastenings. Wood structural panel sheathing shall be fastened to roof framing in accordance with Table R803.2.3.1. Where the sheathing thickness is 15/32 inches and less, sheathing shall be fastened with ASTM F1667 RSRS-01 (23/8" 0.113") nails. Where the sheathing thickness is greater than 15/32 inches, sheathing shall be fastened with ASTM F1667 RSRS-03 (2-1/2" 0.131") nails or ASTM F1667 RSRS-04 (3" 0.120") nails. RSRS-01,RSRS-03 and RSRS-04 are ring shank nails meeting the specifications in ASTM F1667. ROOF FASTENINCa ZONES FOR WIND UPLIFT Zones 1,2 and 3 shown below indicate areas of the roof that mag have different fastening requirements. Distance am4 ft. in most cases (109. of least building width or 0.4 times building height, whichever i6 smaller, but not less than either 49. of least building width or 3 ft.) ROOF P l AF HRAM NAILING SCHEDULE (GAIPLMS) 2X6 VERTICAL SCAB OR KNEEWALL MID -POINT IN RAFTER 11/ RAFTER SPAN LENGTH GREATER THAN 14 FT OR LONGER. CONN 111/ 4-106 NAILS AT TOP 4 HURRICANE CLIP 1W BOTTOM. 2X6 (MIN.) NO. 2 1'P VALLEY FRAMING (TYP 2X8 NO. 2 5PF RIDGE BOARD CONv vA (1) *5 DOWEL IN CORNER SiMPSON LSTA12 (OR EQUAL) PLYWOOD SHEATHING (4) 10d -S RIDGE BOARD END TRUSSES BELOW SHEATHED PRIOR TO VALLE`i' FRAMiNG INSTALLATION OR ro'-O" O.G. TOP CHORD SIMPSON LSTA12 STRAP OR SIMPSON A22 TIE 'S EA_ RAFTER 11/ 10-106 NAILS C TYP.) 2X6 CONT_ W/SLEEPER, CLIPPED OR STRAPPED TO TRUSS BELOW Y FiZ,41"II 25" MIN. LAP I • I II (1) *5 DOWEL IIN COMER FOOTING 4 STOMWAL.L. RE INFORCOMENT DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof 3-8d common 2 x 0. 131; ; or 3-10d box ( 3 x 0. 128; ) ; or 1. Blocking between ceiling joists, rafters or trusses to top 3-3" x 0.131"nails; or Each end, toenail plate or other framing below 3-3" 14 gage staples, fig' crown 2-8d common � 2}" X 0. 131") 2-3" x 0.131 nails Each end, toenail Blocking between rafters or truss not at the wall top plate, 2-3' 14 gage staples to rafter or truss 2-16 d common (3' x 0.162") 3-3" x 0.131" nails End nail 3-3" 14 gage staples 16d common (3J' X 0. 162") @ 6" o. c. 3'x 0.131" nails @ 6" a. c. Face nail Flat blocking to truss and web filler 3' 14 gage staples @ 6'o.c. 3-8d common S 2}" X 0. 131") or 3-I0d box (3 x 0.128')or Each joist, toenail 2. Ceiling joists to top plate 3-3" 0.131" nails; or 3-3' 14 gage sta les, ' crown 3-16d common (21" X 0.131")or 3. Ceiling joist not attached to parallel rafter, 4-10d box (3" x 0.128")or Each end, toenail laps over partitions (no thrust) 4-3"x 0.131" nails; or (see Section 2308.7.3.1, Table 2308.7.3.1) 4-3" 14 gage staples, &" crown 4. Ceiling joist attached to parallel rafter (heel joint) (see Per Table 2308.7.3.1 Face nail Section 2308.7.3.1, Table 2308.7.3.1) Per Table 2308.7.3.1 3-I0d common (3" X 0.148');or 4-10d box (3' x 0.128');or 5. Collar tie to rafter 4-3" 0.131" nails; or Face nail 4-3" 14 gage staples,A" crown 3-I0d common (3" X 0.148");or 4-10d box (3' x 0. 128"); or 6. Rafter or roof truss to top plate 4-3" 0.131' nails; or Face nail (See Section 2308.7.5, Table 2308. 7. 5) 4-3" 14 gage staples, J" crown 2-16d common (3 1/2' X 0.162");or 3-10d box ( 3" x 0. 128") ; or 3-3" 0.131" nails; or 3-3" 14 gage staples, J" crown; or End nail 7. Roof rafters to ridge valley or hip rafters; or roof 3-10d common (3 1/2" X 0.148");or rafter to 2-inch ridge beam 3-I6d box (3 1/2" x 0.135");or 4-I0d box (3"x 0128"); or Toenail 4-3'x 0.131' nails; or 4-3" 14 gage staples, " crown 16d common 3 1 2' X 0. 162" 24'0. c. face nail IOd common 3 X 0. 128 ; or 8. Stud to stud (not at braced wall panels) 3"x 0.131" nails; or 16'o.c. face nail 3-3" 14 gage staples, je" crown I6d common 3 1 2" X 0.162" I6'a.c. face nail 9. Stud to stud and abutting studs at intersecting wall I6d box 3 1 2" X 0.135" ;or 12"o.c. face nail 3'x 0.131 nails; or corners (at braced wall panels) 3-3" 14 gage staples, A" crown 12'o.c. face nail 10. Built-up header (2" to 2' header)) 16d common 3 1 2- X 0.162' 16'o.c. face nail I6d box 3 1/2" X 0. 135' ; or 12"o. c. face nail 11. Continuous header to stud 4-8d common (21/2, X 0. 131; ); 4-8d common 2 1/2- X 0. 131"); or Toenail 4-10d box 3' X 0. 128' 16d common 3 1 2" X 0. 162' ; or I6"o. c. face nail lad common X 0. 2 ; or 12. Top plate to top plate 3'x 0. 131" nails; or 12"o. c. face nail 3" 14 gage staples, fig" crown 8-I6d common (3 1/2" X 0.162");or Each side of end joint, face 12-10d box (3' x 0.128');or nail 13. Top plate to top plate, at end joints 12-3" 0.131" nails; or (minimum 24' lap splice length 12-3" 14 gage staples,J" crown each side of end joint) I6d common 3 1 2" X 0. 162' ; or 16"0. c. face nail 14. Bottom plate to joist, rim joist, band joist or blocking 6d box X 0.135 ;or (not at braced wall panels) 3"x 0.131" nails; or 12"o.c_ face nail 3" 14 gage staples, J* crown 2-16d common (3 1/2" X 0. 162 ); or 15. Bottom plate to joist, rim joist, band joist or blocking 3-I6d box (3 1/2" x 0.135');or at braced wall panels 4-3' 0.131" no! Is; or Toenail 4-3' 14 gage staples,jV crown 4-8d common 2 1/2" X 0. 131"); or 4-IOd box (3" x 0.128");or Toenail 4-3" 0. 131" nails; or 4-3" 14 gage staples, fig" crown 16. Stud to top or bottom plate 2-16d common (3 1/2' X 0. 162"); or 3-10d box (3' x 0. 128") ; or 3-3" 0.131' nails; or End nail 3-3" 14 gage staples, J" crown 2-16d common (3 1/2" X 0. 162 ; or 3-10d box (3' x 0. 128") ; or 17. Top or bottom plate to stud 3-3" 0.131" nails; or End nail 3-3" 14 gage staples, fig" crown 2-I6d common (3 1/2' X 0. 162"); or 3-I0d box (3" x 0.128");or 18. Top plates, laps at corners and intersections 3-3" 0.131" nails; or Face nail 3-3" 14 gage staples, fig" crown 2-8d common (2 1/2" X 0.131');or 2-10d box (3' x 0. 128"); or 19. 1" brace to each stud and plot 2-3" 0.131" nails; or Face nail 3-3" 14 gage staples,J" crown 2-8d common (2 1/2" X 0. 131"); or 20. 1"x6'sheathing to each bearing 3-1Od box (3' x 0.128");or Face nail 3-8d common (2 1/2" X 0. 131"); or 21. 1'x8" and wider sheathing to each bearing 3-10d box (3" x 0.128');or Face nail Floor 3-8d common (2 1/2" X 0. 131"); or 3-I0d box (3' x 0. 128"); or3-3" 22. Joist to sill, top plate, or girder 0.131" nails; or Toenail 3-3" 14 gage staples, J" crown 8d common (2 1/2" X 0. 131'); or IOd box (3" x 0. 128"); or 23. Rim joist, band joist, or blocking to top plate, sill or 3" 0.131' nails; or 6'o.c., toenail other framing below 3" 14 gage staples,jV crown 2-8d common (2 1/2" X 0. 131"); or 24. 1"x 6"subfloor or less to each •oust 2-I0d box (3' x 0.128");or Face nail 25, 2" subfloor to •oist or girder 2-I6d common 3 1 2" X 0.362" Face nail 26. 2" planks(lank & beam - floor & roof 2-16d common 3 1 2' X 0.162' Each bearing, face nail 32' o.c., face nail at top and 20d common (4'x 0.192') bottom staggered on opposite sides) 10d common 3 X 0. 128 ; or 24" o. c. , face no I at top and 27. Built-up girders and beams, 2; lumber layers 3"x 0.131" nails; or bottom 3" 14 gage staples, J' crown staggered on opposite sides) 2-20d common (4" X 0. 192"); or 3-1Od box (3" x 0.128");or Ends and at each splice, face 3-3' 0.131" nails; or nail 3-3' 14 gage staples,&" crown 3-16d common (3 1/2' X 0. 162"); or 4-10d box (3" x 0.128');or Each joist or rafter,face nail 28_ Ledger strip supporting joists or rafters 4-3' 0.131" nails; or 4-3' 14 gage staples, J' crown 3-16d common (3 1/2' X 0. 162"); or 4-I0d box (3" x 0. 128" ); or End nail 29. Joist to band joist or rim joist 4-3" 0.131" nails; or 4-3" 14 gage staples,J' crown 3-16d common (3 1/2' X 0. 162"), or 4-10d box (3" x 0.128");or End nail 30. Bridging or blocking to joist, rafter or truss 4-3' 0.131" nails; or 4-3" 14 gage staples,?g" crown Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing a Edges Intermediate (inches) supports (inches) 6d common or deformed (2' x 0.113") 6 12 subfloor and wall 8d box or deformed (2 1/2"x 0.113") 6 12 roof 21"xO.113' nail (subfloor and wall) 6 12 '- 31. 3/8 1/2" 1r 16 gage staple, A' crown 4 8 subfloor and wall 21" x 0.113, nail (roof) 4 8 1 3/4"16 gage staple, ?s"crown( roof) 3 6 8d common (2 1/2"x 0.131"); or 6 12 6d deformed 2"xO. 113" 32. 19/32 " - 3/4" 21rxO.113; nail; or 6 12 2" 16 gage staple, 7 16_ crown IOd common (3" x 0. 148" ); or 6 12 33. 7 8 ' - 1 ' 8d deformed 0. 131") Other exterior wall sheathing 1}" galvanized roofing nail (J" head diameter);or 34. 1/2 "fiberboard sheathing b 1j7; 16 gage staple with ?g"or 1" crown 3 6 2-20d common (4" X 0. 192') ; or 35. 25/32, fiberboard sheathing b 3-I0d box (3' x 0.128");or 3-3" 0.131" nails; or 3 6 3-3" 14 gage staples,&" crown Wood structural panels, combination subfloor underlayment to framing 8d common (2 1/2"x 0.131"); or 6 12 36_ 3 4 "and less 6d deformed 2'xO. 113' '- 8d common (2 1/2'x 0.131"); or 6 12 37. 7/8 1' 6d deformed 2'xO.113' 38. 11"- 11" 10d common (3"x 0.148")• or 6 12 8d deformed 2 1 2"xO.131" Panel siding to framing 6d corrosion -resistant siding (11' X 0. 106'); or 39. 1/2, less 6d corrosion -resistant casing (2"X 6 12 or o. ass" ) 8d corrosion -resistant siding 40. 5/8 " (2 3/8" X 0. 128") ; or 8d corrosion -resistant casing 6 12 (2 1 /2" X 0. 113" ) Interior paneling 4d common (1 1/2"x 0.080'); or 6 12 41_ " 4d finish 1 1 2"x 0.072" 42 �• 6d casing (2"x 0.099"); or 6 12 6d finish Panel supports at 24" For SI: 1 inch = 25.4 mm. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). C . Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. U N O N 0 Thomas L Digitally signed by Hanson:A01410 Thomas L Hanson:AO1410D000OO D00000177EF31 177EF31 B4E000015ADA Of B4E000015ADA Date:2023.10.24 11:16:31 -04'00' o C) Signed and sealed by T.L. Hanson PE \�����..1...... using a Digital Signature and date. ` �pysi N Printed copies of this document are not considered signed sealed and the signature must be = t +u - verified on any electronic co FLOR��p'a�G��I W Q 0 PROJECT NO. 2023-E�E� DWG N0. S20 a re _ YA A 37?3 STATE ROAD, �U HoC FALLS. off 44223 "Alliance T4" VINYL SOFFIT MRAt. r0TES.r��. 1. This pn3dixt hets been ev luoted and is in cofRl11icince wtth the 71t1 Edition 12M F 131Jldi•I$ C FGCj egg the Nigh VA- ;ly Huffit �OS19" (ifs, 1_ PFodi cl anchors shefl be as Wed amd speed os shown cn deoclls. AI1chor eF edrrienl !to bme moleft VXO be betw0 wG1 dremV of ktco. 31 Slte col difi ns. not corefW b1/ furs d amng am subjeci io k rltm argineewe - Waod CW Wal c°ar4ftieW. by {iP'1ft be dit d Yr ooll$ to receive Ids kern the sofa and/or ?' x 7 rotten stx'ips. S. ' n 1r, so soft if P be feftd onCd bb%W m GprilfXr7li[4�J tO i` C �� If!`(71BITf3 of AST, EY "77 and FbC Seddon 171Dft-10. --------- TABLE OF COMM 1 Ty ' 8 no-fas 2 i 5 d s &de suns 3 30M deftis & drsSW prep6m 5 iscadesui, cleskrpramm o ] 1 Fond dot* & bill of malvick _ WROOFING NAIL OYPJ W HILL Fiat i END OF EACH SOFFIT PAIL [7EIAIL'lf �FAPI.€; LIOCAr�Il THRLLGH J42H6NNEL 2d' F.Ztilrl 9.0 � »G r' 1 o miN wood f°uN 4 :>~ I MAX. r-_-S.,OfPFT STAIPLES WALIM d I Z- GT_s.. firm wIxJLi{ w.,-�ttANREI $LOT C)t TNAA 10 170.C- SPAk A RW9VEIIO L'+ j`f SC1fFIT = f dal Gp f P4C4 Sff DETAL717• -r ' FRAA�6 $EL GAEIAJL �" ;, SIDE VIEW - SINGLE SPAN w/ 3-CHANNELS _... S4a3wn wi tmsy"aann4 auftltkvl VAN °A° iUfiS cm PRMURE (P.Spj F'OSRdVE A�faAi1GE dT' •1A3�'� +40-0 • 1 Gd.n 40.0 IV CENTER VENT SOLID I) 2AfNA. W0G(5FRAA&HG IargrtKol 7fflrRCXDSN KM FP-1� ?LEi STA L{TOATED . 74 Hd MAJL I (E LfaC lEi: TNJFCUGH: LHAPMR _ - "s E.MT OF EACH SC#frf PAPEL 2CO3CWrOFRAMING r jSEEUET6IPI ' T SUFF-t ,"2VI I -MAX DETAIL `IC" ST-4ft504T"UW012--0.c.E ' ) IN J CKANNt 1 SLAT OR T,NAL 617 OLC_ J4Ctt VMI PfRG}WOMORMASONRY) FAr KCFl MAL LOCATEON NAIL HEM OF EACH PA I-L AT EACH BATFEL tRERMCnDN WDErAtt-[ 13"c7RIL'SPA14 1RA04IN �+ �JRid{d1 1 1, FLAhF9132 AND CCINNICMIAS 10 tE Mrall- 110TTHE AXIFFECT L rJG1 I*%Ai3OXWO%TATLONO-Lf FOeiMSti+LllECORICbION tfMIW AhO ffkfMIE A i*l OF Zit' MA*PORT _ f ry_ F J�f-f r * i x 7ArROOFNGHM PYP.} ur- Ff] IN NA& 4M $ EMOFEA1CHSUFFIIPA.I+L c Yr U-S F-L•-95372.2 0 a ROOF OVEIIHANGI i I L F.IY - f - II — — — —trE wow-- i SEEDAWLJ SffE SIDE VIEW `:SINGLE SPAN wf �IGi#AEl1NELS Tfl ,�� truGgrTl3ihro a.+"hsr/QT SnY>vLE A►AN LENGTH �. JIEWN PPFSSURE M _. ha�,ay1JF NE�TYvk SPAN -A- RTUF QYEIFUV#a CIE I taoMil as GAIT. ti , ; , ', ITfP,I 51PPM ASOUSM ^- ° ''ice -- FOR 21"CtFAM tPiAN Id"�EEtIOTE Ij I __� -- _ i _ i• WODD f`:W.EMTAi1-1 SiiFrH sEf WTAt( F SEECOAL Oq SME VIEW - DOUBLE St" LIEF ��1CNJiWNELS w ftu-Tr-wm W 1xlwcF sr [tLArf:Fli di csu�nT PAra:ssultt d J�FiSAI1V`J= NEUATI'YE _ t ?ArWWHGNALL0CATE3tNNALhWOF 1titilti EA GH PAJdEL AS EACH I dfS3t s 111 �RSLGTf 4 A ••° r l -e_._-_._ - J:r z-'�•-t SEEI+ITPIE I I� k+ �',. f ' r r r r J � �'.•., t it 4-1:raT1 I r fr I I r I � r i a9 r I l k r r I8=:4PAN PUAII " 7M ROOFING HALL LC+LAIM IN MAL HEAD. of EACH SCFTjT PANEL AT EACH & ZTM INTERSECTION ISM MAIL °,i°j t�DTir I, NAY, rYI:NtVs At7,) � � a 6Y iME A CA EMONEER Of ISO. a. Fww1I01iT$x5HLtdv�i OWA IW#Aterix1WAII N RMAWANDaE IEA4KflFSri'!d'N}4A"mIHhmw� . T�'8l?OFNGNrci_. ' r J�''S 6 T1• INA)L O.C. $ am Of EACH SOFFIT Plu 11IEEEMAI1'1j 0714 V f 1k> �' 7,1�°lic1GTF>fFG; t;.+�. irrT"a — 0 41Ea b« %*1 WEM 0 �y "--'-- .. no of ILACH SOF'ftl r^, EL DETAIL `F ltq tAF1 YACIG[]FRAsY.lrfi tE'r alr&Rq A 1 . u� TRIJA NAL ATTACHED so ----__ -r "Ar RSJOFIN13 NAIL ITYP.1 _ TWkCWN FASCIA ARE flT OF _ ;ri1PF1514C+TEia ti. r . . -_ - IN LC?G.kTEU . NAlt N EM $ 4F EACH"" ou+[L $ fib- CJ_C_ MA#_ `-_ _ _ Rim KiIT J tihNNE1 tm,631i _ T F fthl +tiGA4t4`i. Ph1+1 _ sd4C.FrIA-P _ J tE .71 I ,r I � 5CFFIT • Rrii _ - 1npk— D -.r'•fr. 4 ISEECUALSTS 6`t'I MFFN i'MA7I. B't'r T DETAIL �L." sT.+.,PLE$ INSIALLEf? $ .t:. IF![C? Y4x7C�e �y DETAIL "N' INJZKAWI3"ORT44AL91Poc- J C 11GttrNW 11 ] OF L fj FC60 S STAPLES IF' ALLED 04 NAL PDA IN ROOFING NAk I. CJsFEED IN OF SOFFIT AT IWL HEJdt C1t Elkf}I +lIOFfA PA4Mi. EACH .".17EN ttdlERSiEGII(jri.. H NIA WT FC AT EArH g kliE ii KIIN3ECTMN ($�l?ETAFL �1 FIFE DEFAe1-n SPAR -a- '` 1 ��'•. ROOF %UfWliifl� k*t 41fL= - 'i 41r esl Ir , I - --'` - CMJI.OR so" - wWx1- J 6ETAL At- SEE DEIM c f 6 ;511W VIEW - 5Ii1 IX SPAN WNIEL- — (STQw� �+ Lrvx++T�FnJ cs+t4•�r '�__ STAKES I SEALL0 --- ISE DE$AFL T) k f1I l! tH6 $v Qn-n 1. w61DFAMJA1�sAtLC3kM[IR]PG1DP#[#BYIf{i1CeGT M ING119ER•13r PrJ47P14.. 1 R0GFFXi WLS IG-12TOl 7A r LONG51 t' 311170 I UIAJ.L IE a)01141aSIOrT I _... - MAMA ld/firtM-� AARfi. fS7f�'N�] sIPF�Y# FttAtAF�C. 51P1GLE $PArF LEIMGTAI ^A' DENGN FwfiSPM SST? T�RtVf 111EC1�thirE f +141,0 11141.4 t N Lr5 riFh r4 FL-15272.2 *�tiYs 4( _ � 1 JANatit fa ma E i f g� I " 0 '� TF&'IHJY11iTP tocQED h omt HEM a DETAIL`* f f • J J J _ i } MA t-TS WSFALLM DETAIL "V �y g fir. STAPLES INSIALLM Rl DETAIN ""IL NA! iEI"OF ENCH SC7FifT PANEL io N.T.S, w r .IK 1_ •r, LFa' 3 " FL- r52722 m a� " Nutt I 1�TCMMASk:ht1J4CFt? �.9i of { ,.... TOKM IW11C. KW.FASCIA! 7�_ 'NOTE: FOR 30111AM CLq C: N3TP�tiH 1 ,HLOC TE F+� if l e� LCdCA MJdtFfkS$Fr+la* Ebb OF EACH SORiTPANEL 2a C1. IN1p FftAAiN6i 4ETAi "rl cclat $TAPLF$ LlzkA►L�T7 r �-fhI[70i �C7FfTt L— � � r � � �,' isk _�- � `'•� �51�13EL4L5'f: 51' 1 _UTI. ('1 SOFFIT IAr)WAX ll..� 71�RiQ43F►4GH4tL IL7iFi1tA - S•LAPLS tMALLED IN Mid HW 61"ut r1EM 4F FinCF1 S17Ri! PANEL 11 ' DETAIL °'�4'" ° T EME hr LJI H eJIr1Ln nnLl tc r+ [ ETAA, L ��m IWN180 a I Esc. #No WOMI FG5Cir7 15ff [lE1Wt ISM OFTAL-rl IN J-CHMK4 a lUrOR T44AI @ 1T O G a' ICi tTNT#J w+ic3D 6k KMtHi s? SPAN 'A` _—•.10.s_..�.. b �, .: `� J try ROO# OVUM" RDQF- - 718 FNG NA1 MP'j � OiifusaaeAlF i PiiAA�wP r > Il�;�¢I _ - ,• { `• , '. TtD 1# FI+.L HEiwi $ pffI�GlEil ry f" SMt F EMOf EACH SOFFIT PAHR I ii t {RETAIL "I" tj gytl ROM SOFFIT SIFF nF AK'P SEE EtETAL SE CETAIL - 0ITr .O BIDE WELEW - DOUBSPAN w'J BATTEN - �p STAPLESI Ta1LfD DETAIL Y (R—n `Al/ ITT} $ I7 MAX G.C. s r SPAM r- --- rr,,ETA e I?�rU61Jo#/YtAtTJ!sY�TAT .A' �Y la'rsl P[TStnLrE I -WGAnVE 21r t3Q,Q - - AIR FLOW ^ �... S FFlT FREE FIOMI AREA x EWE FLfliAr AREA MILL #►W 7.0 49% COMIC vim 2_$ 1_15% PEEWTAL 11 f S AR,ES INSTALLED IN DETAIL ` jr,' NAL HEAJI # vcH - SC'FFTT P Na 1- WOW FRi WHIG AND 40Fl4-C1eM ID EE OEFA 7 BY THE A*CI *C-r OtEM@F`ti131 OFRKZRD. 7. ROQIG rb"e IAL3S m 7t 7lras'SttG+�+i 3,N` ta4E5I itulu VE I]! °PEW AND PM"AIEA FAT: OF arr MCA SEPPM PLFWdC, ETlrll 1 AMM" 1 FAATCIA hlllMNtFk9 2 I�tTANNTi AIUMNLII•a 6 1ilshlGEE'4 RAJfti vT1+T�. ? aF�5x1�X� T?lsAtc� 5�. 8 IES'Cdl x Ijirss STAJ'LE IwF 7T t EMI!> DV 1 _�- r % t BA1"-N f1WN2--A4(*8l wow . V t9 I APA ift- GRt2L,f' 1 ma. T�i r P4h'A1+I, m OR BETIEz WOOD 11 1 IIJi r pl4 vwl. Iw171B' AFL 8ti mkiEmi' FIR 6 1 1 CAI' I M AMENiiDc'FJ 'S Id T - 17[L}i9tAGE i , AU1 WUT# FANEL FASCIA Akirillnum `< +Z } QgQgQgA tf ...A. l r�fr�1}f[111 Iff( 0Joy ILJT -T CHA111iFFd AYa*itF,em G. we X • it LF$ ar tL-152i 2.2 W f I I 1 I 1 i .i I I 1 I (r 1 I I I r C C C CL r C C C Thomas L Digitally signed 9 Y 9 ned b y Signed and sealed by T.L. Han son PE ���UIIiiIN/r/�j Thomas L using a Digital Signature and date. Hanson : A01410 Hanson:A01410D00000 copies of this document are, are not consideredsignedand ' D00000177 E F31 177EF31 B4E000015ADA sealed and the signature must be = ' n Date: 2023.10.24 verified on any electronic co . 2 �i� of •. FtORt�P ?G� B4E000015ADA 11:16:05-04'00' %,¢;A; PROJECT NO. 2023-55 DWG N0. S 2F w Q 0 AAMA 711 AAMA 711 AAMA 711 ' 'Vered 'Verified - , t/erifed -� WindowSealoWindowSeal'WindowSealo SUILDIN � r1u roNS, Self -Adhering Window/Door Waterproof Flashing SUILDING s 1tmaNs Self -Adhering Window/Door Waterproof Flashing Ut�DING_s 1 loas Self -Adhering Window/Door Waterproof Flashing _MN! !WNW! • ! • • 3.2 O Prep & General Conditions `' w • All surfaces must be dean, dust free, There are several ways to cut the house wrap, if your WRB (Housewrap) manufacturer has a smooth and dry. specific method, follow it. There are two methods that we have found that work well, • Do not apply over sealants or uncured caulks containing solvents or plasticizers. This includes most silicones and t polyurethane based caulks. Read the I sealant label carefully to determine if the sealant is compatible with asphalt products. WindowSeal or ArcFlash— STEP 1 C\I CV installed over incompatible or uncured Install a back dam and/or positive slope on I I product may liquefy and cause stains, the sill. If water is allowed to sit on a flat sill a L0 O N streaks and drips. or allow to flow back into building, it could I I • Test Window5eal or ArcFlash— adhesion cause water damage to your wood window - - O O and perhaps your wall. There are three p p to the substrate. Some substrates and STEP 2A - Option A STEP 2B - Option B STEP 4 - Option A STEP 4 - Option B sheathing boards, contain components common practices to avoid this. Cut an inverted "Y" in the WRB folding and Cut the WRB at the bottom of the rough on the vertical side of the window fold the WRB back past the jamb and tack it there. Using which can reduce tape adhesion. If A. Build a Back Dam: Take a 1/2-inch thick secure it to the inside at the jambs and opening horizontally with your utility knife adhesion is inadequate, prime with Home piece of plywood / OSB/wood by 1-2-inches your utility knife cut the WRB at the middle of the jamb. Then tape this WRB in place with a F— sill. In the middle of your rough opening, from side to side and then again down the a- = Stretch Liquid Adhesive. If Home Stretch wide and long enough to go across the entire cut the WRB down to the left corner of the middle of the window opening. 3 inch contractors/housewrap tape. This allows for a sealing or termination of the WRB. W � Liquid Adhesive is not available, locate a rough window opening at the back of the sill. opening. Repeat on the right side, creating compatible spray adhesive, again reading Nail in place. Follow instructions for flashing a "trian ular" cut. Go to the to center of the M the label carefully for compatibility to g P of the sill. An option to this is a heavy bead opening and cut straight down to the to of c asphalt flashing products. P 9 9 P M p of sealant at the back edge of the sill running the triangle. W . Helpful Hint: In cold weather, keep the from one side of the sill to the other, jamb to Window5eal° or ArcFlash— in a warm space jamb. Q W before use. If necessary cut what you need B. Build a self -draining, sloped surface _ per window one at a time and keep the f y O U toward the outside. A piece of beveled siding, p� rest in the warm space. It will be easier to the width of the rough opening, nailed and -Mnput,1�✓ work with. Window5eal is designed to be¢ 41'End used in ambient temperatures and surface placed at the bottom of the rough opening P o a will create a positive slope for the flashing d��=Seal temperatures between 40 F (5 C) and p Pe 9 120* F (49' Q. Using Poly Walls Polybond membrane. Thick side toward the inside, thin Liquid Adhesive can lower the WindowSeal side towards outside. Follow instructions for application temperature to 25" F (-4" C). flashing of the sill. C. Do both A & B above. This ensures both a When installing Window5eal° or back dam (a place for any waterto stop) and STEP 5 STEP 6 ArcFlash" flashing tape on top of Weather _ Temporarily secure WRB above the header Cut a section of WindowSeal) the width of Resistant Barriers (aka: House Wraps) our a sloped surface (for the water to exit). — exposing the substrate. the rough opening greater than 9-inches. Window5eal becomes a secondary system, _ VERY IMPORTANT / PLEASE NOTE: For the Centering the tape across the sill, remove - - • We recommend rolling Window5eal° with suggestions noted above to work proper lyyou STEP 3A STEP 3B the release liner and install WindowSeal° on the sill. O� co ca a hand -roller. need to accountforthe addition ofthe3/8-inch At top of the WRB horizontally cut with a utility knife from edge to edge. At each of the top co N to 1/2-inch that these techniques will utilize corners cut the WRB at a 45 degree angle roughly 6-inches heading away from the window. • I co N . In cold weather applications, Polybond corn Clear Liquid Adhesive or mechanical in your rough opening to ensure that your a 00 rn window will fit properly... so plan in advance.�.q fasteners (plastic cups, staples) may be W �I ZI required to ensure proper adhesion. CS c 2 c,4 W POLY WALL® BUILDING SOLUTIONS: -- POLY WALL® BUILDING SOLUTIONS: _ = POLY WALL® BUILDING SOLUTIONS: P Moisture and air' Stop erect Wi� �. Moisture and it Stop Her @ ---�—_— �►�,��. — ,��g sture and Air Stop !-Mere '�'6 �' Z >vs 888-976-POLY (7659) • www.poly-wall.com MADE`n,W I 888-976-POLY (7659) • www.poly-wall.com MADE- E-i� A 888-976-POLY (7659) • www.poly-wall.com M;qp"` gA CL W q �6 � q W h �•� O AAMA 711 FUM= AAMA 711 Verified _ Q Verified ALTERNATIVE PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE Pebyiftlt, WindowSealoWindowSeal SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED AND atIILDIN so�IrloNs Self -Adhering Window/Door Waterproof Flashing - SUILDINo+S-0it NS. Self -Adhering Window/Door Waterproof Flashing THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. installation Instructions p Y r tf r _• indox }dp�aseA f 1 in to j - STEP 11 0 ;' Roll entire surface of Window5eal° with r STEP 7 STEP 9 a hand -roller to finalize and complete the Cut at the corners of the rough opening so Set window into rough opening, plumb,level, bond. (DO NOT INSTALL Window5eal' STEP 13 that the WindowSeal© may be folded onto and square per manufacturer's instructions. over the bottom window flange. Leaving Fold the WRB back in place over the the WRB surface. this area open will allow water to drain to Window5eal® head flashing and secure with the exterior WRB surface in the event of a WindowSeal®. �l window leak.) p) fl tu 6 IL C�_ r (, laid 0 it (� S l 7�' P '^ 'r -....1„ I (n �rV -vv�Iru!;H i _ i j 1 N O +� Wall npM` i - r 4� STEP 12 STEP 10 STEP 14 L c� STEP $ Measure and cut 1 place of WindowSeal Q) Ln Measure and cut 2 sections of Window- that will overlap and extend 2-inches Cut 2 sections of Window5eal' 6-inches to c il) Cut flashing patches of Window5eal and Seal' that will overlap the sill WindowSeal° beyond the jambflashings ontotheexposed cover the 45-degree cuts in the WRB. Lp install at each of the sill corners. at the bottom and extend 3-inches above substrate. As an option for arched window U the rough opening at the header extending apply our Arc Flash". M onto the exposed substrate. Install these N vertical sections of Window5eal' over the CD jamb flanges and to the substrate or WRB. N - - POLY WALL BUILDING SOLUTIONS: POLY WALL® BUILDING SOLUTIONS: - --- � "NLIM PROJECT N0 '. �TOIDTIONS _ r+eeo� NI[DIi7G SOnITFONS -- ^ 1� �y� 888-976-POLY (7659) • www.poly-wall.com _ I 888-976-POLY (7659) • www.poly-wall.com - REvoi/wit7 O IOU duFA17E-11�-USA_ 2023-55 Thomas L Digitally signed by Signed and sealed by T.L. Han sonPE\,\\�1111 His Thomas L using a Digital Signature and at G-H-,°,��i� Hanson:A01410 Hanson:A01410D00000 Printed copies of this document are not considered signeDWG NO. D00000177EF31 177EF31B4E000015ADA sealed and the signature most be= �— Date: 2023.10.24 verified on any electronic co tP s, B4E000015ADA 1 1:15:36-04'00' '%°�,s '//; St WI \\sass J SHNGLES PER SPECIFICATIONS (w/ 6 FASTENERS PER SHINGLE) FELT UNDERLAYMENT MUST BE 300 OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869 OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2" PLYWOOD OR OSB W/H-CLIPS ON 2xi0'• • 24"O.C. (FOR NAILING SCHEDULE SEE SHEET 62C) - SEE ADDITIONAL INFO BELOW PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING" PER TECHNICAL NOTE OR215A 16-24 "-DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - SIMPSON TP31 NONE REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER ONLY BLOCKNG (2x4) FLAT WISE OR ENDWISE ON THE SIDE SIMPSON 1410A ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES. INSULATION UNLESS OTHERMSE NOTED - ALL THERMAL MSULATION SHALL 13E AS FOLLOWS= CON- MLOCK WALLS R-3 BLOWN CELLULOSE OR R-4S ALUMMUM MULTI SHEETS FOIL FRAMED WALLS R-11 FIBERGLASS GATT INTERIOR CEILINGS R-15 FIBERGLASS 13ATT OR BLOWN CEILINGS UNDER ATTIC R-30 FBERG4-ASS BATT OR BLOWN SIMPSON W10A PLT. HGT VINYL SOFFIT ALUM. DRIP EDGE— 2X6 SUB FASCIA FASCIA COVER INSTALLED N ACCORDANCE WITH FASCIA MANUFACTURER'S PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE ATTACH SOFFIT TO FASCIA OR To NAILING STRIP (NOT SHOWN) 2x16 RIM JOIST - 12 20 0 h� EXTERIOR SIDING OVER 015 BLDG. FELT WITH 0 OR WITHOUT NSULATIVE FIBER BOARD 4 SHEATHING FOR NAILING SEE SHEET 625 TABLE 2304.9.1 FASTENING SCHEDULE FF. 1=I-Ev. (1) 20'-0" +4 COPPER (WITH APPROVED CLAMP) TIED TO FTG STEEL AND GRND. ROD (BY OTHERS) AT ELECTRICAL BOX LOCATION "0 VJ ?)2X6 TOP PLATE J-CHANNEL 2x6 BASE PLATE TOP PLATE 2X6 BLOCKING TIE MAX 1/2" GALV. ROD a 12" O.C. 4 EACH SIDE OF OPENING PT SIMPSON 18" FLAP STRAP SIMPSON LSSU 210 (2)2x12 RIDGE BEAM SIMPSON TP31 12 9 F — , " �'- /' SIMPSON SP2 l2 r2x4 SIMPSON SP2 1/2"DRYWALL OVER 2X4 STUDS a 16" O.G. SIMPSON SP1 3/4" PLYWOOD U 6" O.G. + EDGES INTERMEDIATE NAILS s 12" O.G. 1/2" CD OR 5/8" DRYWALL ON CEILING, 2x6 COLLAR 16" FLOOR SYSTEM 42 N9 16" Storage REF �O NSUL. PER SPECIFICATIONS � CLG. HGT. IRV jk U11N/DR. HGT. 19-1 FF. ELEV. GLG. HGT. WIN/DR. HGT. FF-. ELEV. 9 R311.7.5STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER HEIGHT 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. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4—INCH—DIAMETER (102 MM) SPHERE. EXCEPTIONS: 1.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.5.2 TREADS. 1. THE TREAD DEPTH SHALL BE NOT LESS THAN 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). R311.7.5.2.1 WINDER TREADS. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES (152 MM) AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.5.3NOSINGS. NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM) / _Q 30w PSI CONC. = Z 6"x 65c 10/10 E.W.W. MESH RENFORCING ° REQUIRED THROUGHOUT T14E CONCRETE SLAB I ROD (BY OTHERS) I 1,-8„ 6 MIL. VAP. BARRIER (2)05 REBAR CONT. ON S CHAIRS (3" MIN COVER) 11 21 T CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR T14E BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY S3 CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING ,BSA ,R'S1QSHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE ' 'EA W." 0 11 2- x_�rc�r�o� S3 SECTION 0 C C� D O i U C 0) V^`J ^Q W C O -4. 1 V ) C L- O U P0 [V O N H 0 w n O Thomas L Digitally signedy Signed and sealed by T.L. HansonPE\\��' """I" Hanson : A01410 Thomas L using a Digital Signature and date. Printed copies of this document : �,• Hanson:A01410D00000 are not considered signed D00000177EF31 177EF31134E000015ADA sealed and the signature must be a w- Date: 2023.10.24 verified on any electronic co B4E000015ADA 11:15:17-04'00' PROJECT NO. 2023-55 DWG NO. �3 UM N PRODUCT APPROVAL INFORMATION SHEET (S) EVALUATION REPORT FROM A PRODUCT EVALUATION ENTITY FfROIDUCT AFFF,.OVAL 5F C iF i CAT i Oil SHEET MMAS equired by Florida Statute 553.042 and Florida Administration Code 98-12, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction product for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any or the applicable listed products Category / Subcategory Manufacturer Product Description Approval Number(s) Test Pressures I. EXTERIOR DOORS A WlWsl G ThermaTru Fiberclassic FL 20461.1 +61.0/-61.0 per ThermaTru Smooth Star FL 21138.10 +61.0 / -61.0 per ThermaTru ClassicCraft FL 2889'1.14 +61.0 / -6-1-0 per M. SLIDING MI Windows and Doors Series 420/430 FL 15332.1 - FL 15322.5 +40.0 / -40.0 par C. SECTIONAL Wayne -Dalton, a division of Overhead Door Corporation Model *8000/SIOO *1101 - 01104 9' Max width, 14' Max Height Fi 8248.1 - FI 8248.4 +22.9 / -263 per +46.0 /-52.0 par Wayne -Dalton, a division of Overhead Door Corporation Model *S000/8100 011211 - 01125 16' Max width, 14' Max Height FI 82485 - FI 8248.9 +15.30 / -11-0 psf +46,0 /-52.0 per D. OTHER 2. WINDOWS A SINGLE HUNG MI Windows and Doors Series GA 185 Aluminum SH FL 32165.1 - FL 32165.8 +50.0 / -61.0 per MI Windows and Doors Series 1620 Vinyl SH FL 21631.1 - FL 21631.10 +50.0 / -61.0 par 5. HORIZONTAL SLIDER MI Windows and Doors Series HS 188 FL 15351.1 - FL 15351Io +50.0 / -50.0 per MI Windows and Doors Series 1630 Single Slider FL 21635.1 - FL 21638.11 +50.0 / -50.0 psf C. FIXED D. MULLION E. OTHER 3. PANEL WALL A SIDING James Hardie Building Productakc. ,artisan®Lap Siding FL 10411.1 13. SOFFITS Alside Solid and Vented Soffit FL 15212.1 - FL 152122 +10-0 / -10.0 par C. VINYL SIDING Certainteed Corp Siding Products GertainTeed vinyl vinyl Siding FL1513.1 +N/A/-160.6 4. ROOFING: PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30 / 40 (and AR) XT30 (and AR) FL54441 N/A A Metal Roofing Union Corrugating Company MasterRib Panel FLS555A N/A 5. UNDERLAYMENTS Tamko 151b Felt Underlayment FL 12328.E N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATION Thompson Arch Metal Comp. Off Ridge Vents FL 5219.1 - FL 5219.4 N/A GAF Attic Ventilation Products vent RViO FL 6261.1 N/A E. ROOFING TILES Boral Tile villa 900 FL 184924 - FL 184928 N/A F. OTHER 5. SHUTTERS Global Protection Products Galvanized Steel Storm Panels FL 15016.1 - FL 150162 N/A A STORM PANELS Global Protection Products GPP Fabric Shutter Series 2000 FL 15050.1 N/A Town and Country Industries Safty Edge Storm Panels FL 12856.1 +54.0 / -54-0 per 6. STRUCTURAL COMPONENTS Fastening Specialists, Inc. Tie Max "Threaded Rod" FL156636 A WOOD CONNECTORS / ANCHORS USP Structura I Conn. see chart Simpson Strong -Tie see chart 5. TRUSS PLATES ITW Building Components Alpine Truss Plates FL 1999.1 - FL 1913g.4 N/A MITek Industries, Inc. Truss Plates FL 2191.1 - FL 2191B N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. versa -Lam SP FL 1644.1 N/A Boise Eng. Wood Prod. Wood-i-Joists ALL JOIST FL 1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL 1630.1 - FL 1630.11 N/A Weyerhaeuser !Level Rim Board, LVL, P&L, LSL FL 6521.1 - FL 6521.4 N/A D. MATERIAL Gast -Crete Corp. High Strength Concrete Lintels FL 155-1 N/A Powers Steel, Inc. Power Box Lintels FL 3119.1 , 5450.1 , 11353.1 N/A A SINGLE PLY ROOF SYSTEMS Mule -Hide Products Co., Inc. Thermoplastic polyolefin single ply roof systems FL121121 +N/A /-525 IF REPLACEMENT PRODUCTS ARE USED THE PROPER DOCUMENTATION SHALL BE PROVIDED INCLUDING PRODUCT APPROVAL NUMBERS AND ATTACHMENT METHODS f t-IF&ON Connectors Simpson Stork No. Florida Statewide Product Approval No. Evaluation Report Basis A23 FL10446.1 ESR-2606 HU210-2 FL10531.9 ESR-2549 HU0212-2 FLi0531.9 ESR-2549 HU26 FL105313 ESR-2549 HU28-2 FL10531.9 ESR-2549 HU410 FLI0531.9 ESR-2549 HU412 FL10531.9 ESR-2549 HU610 FL10531.9 ESR-2549 HD412 FL14963 ESR-2549 H0610 FLI4963 ESR-2549 HUC0410 FLI0531.9 SIM20O804 HGAIOKT FL10446.16 6IM200803 HGAMI0KT FL11413.6 SIM200803 HCP2 FL10441.4 ESR-2551 HETA16 FL11413.4 SIM2008M HETA20 FL11413.4 SIM2008M WTi& FL11413.5 ES-0130 WTT22 FL11413.5 ES-0130 HTS16 FL11413.12 ESR-2613 HT520 FL11413.12 £SR-2613 HTS24 FLi1413.12 ESR-2613 HTS30 FLi1413.12 ESR-2613 HTSM16 FLi1413.12 SIM200802 14TSM20 FL11413.11 SIM2008M HGT2 FL106661 ESR-2613 HGT3 FL10866.1 ESR-2613 HUS210-2 FL10531.11 ESR-2549 HUS212-2 FL10531.11 ESR-2549 HUS26 FL10531.11 ESR-2549 HUS28 FL10531.11 ESR-2549 HUS28-2 FLI0531.9 ESR-2549 LU24 FL10531.14 ESR-2549 LU26 FL10531.14 ESR-2549 LUS210-2 FLUMB1.14 ESR-2549 LUS24 FL10531.16 ESR-2549 LUS26 FL10531.16 ESR-2549 LUS26-2 FL1053IJro ESR-2549 LUS28 FL10531.16 ESR-2549 LUS46 171-10531.16 ESR-2549 MST60 FL1045620 ESR-2105 LSTAI2 FLI3812.5 ESR-2105 LSTA15 FL13812.5 ESR-2105 LSTAI8 FL13812B ESR-2106 LSTA24 FLI3812.5 ESR-2105 LSTA30 FL13S124 ESR-2105 LSTA36 FL138124 ESR-2105 LTT19 FL114963 ER-130 LTT205 FLI14965 ER-130 LTT131 FL114965 ER-130 LTSI2 FL13812.5 ESR-2613 LGT2 FL11410.1 SIM200803 L530 PLI044620 ESR-2606 A34 FL10446.1 ESR-2606 MSTA12 FL1045621 ESR-2105 MSTAIS FL1045621 ESR-2105 MSTAIS FLi045621 ESR-2105 MSTA24 FLI045621 ESR-2105 MSTA36 FL1045621 ESR-2105 MSTC40 FL1045622 ESR-2105 MSTC52 PLI045622 ESR-2105 MT512 FL1045633 ESR-2613 MTS16 FL1045634 ESR-2613 MTS1S FL1045635 ESR-2613 MTOO PLI045639P ESR-2613 MGT FL139045 SIM200803 M5HA3.56/1125 FL13904.5 ESR-2616 1­1514A3.56/16 FL13904.5 ESR-2616 A5U44 FL10860.2 ESR-1622 A5U66 FL108602 ESR-1622 H01.12-SD52.5 FL10441.4 ESR-2350 GLTV3.516 FL106618 ESR-2615 FGTR FLII4132 SIM2008M CSI6 FLl3S12.1 ESR-210S HI FI0456.1 ESR-2613 H10 FL1044616 ESR-2613 HiO-2 FL1044616 ESR-2613 HiOA FLI044616 ESR-2613 H3 FL104561 ESR-2613 H4 FLi0456.1 ESR-2613 H5 FLi04561 ESR-2613 H2.5 FL104561 ESR-2613 H2.5A FL10456.1 ESR-2613 HS FLI04561 SIM20O803 SP1 FL10456 -R5 ESR-2613 SP2 FL10456-R5 ESR-2613 SP4 FL10456-125 ESR-2613 sPb FL10456-R5 ESR-2613 SP8 FLI0456-R5 ESR-2613 SPH4 FLi0456-R5 ESR-2613 SF'H6 FL10456-R5 ESR-2613 64:448 FL10456-R5 ESR-2613 HHUS28-2 FLI1468.1 ESR-2549 HAUS410 FL11466.1 ESR-2549 I-KsU58525/12 FL10531.4 SIM200804 HGUS414THD4414 FL10531.4 SIM200804 H0Q8-SDS3 FL104413 ESR-2330 MSTAM24 FLI3812.4 SIM2008M MSTAM36 FL13812.9 SIM2008M MSTCM40 FL13812.9 SIM2008M HHETA20 FL114131 SIM2008M LGxT3-SDS2.5 11413.8 SIM200803 LC4JM26-2- FL13904.4 SIM2008M U6F Connectors USP Stock No. Florida Statewide Product Approval No. Evaluation Bests Report A3 FLI1244.1 ESR-3455 140210-2 FL112323 ESR-3445 H0212-2 FL112323 ESR-3445 HD216 PLI12323 ESR-3445 HD216-3 FLI12323 ESR-3445 1­1026 FL112322 ESR-3445 H028-2 PLI12323 ESR-3445 1­10410 PLI1232A ESR-3445 W0412 FL11232A ESR-3445 HD610 FL11232.4 ESR-3445 HDQ410 FL112212 ER-0201 WaAIOKT FL11236.6 ESR-3448 HGAMIOKT FLI1699.1 Evaluation Report HHCP2 FL112361 ESR-3448 HTA16-18 FL11680.4 Evaluation Report WTA20-18 FL11680A Evaluation Report HTTS FL112192 ER-0200 WWI& FLI-1244.1 ESR-3455 14TW20 FLI12441 ESR-3455 HTW24 FLi-1244.1 ESR-3455 HT1130 FL11244.1 ESR-3455 HTWMib FL62232 Evaluation Report HTWM20 FL62232 ESR-3455 HU6T2 FL62233 Evaluation Report HUGT3 FL62233 Evaluation Report HUS210-2 FL11232.5 ESR-3455 HUS212-2 FLI1232B ESR-3455 HUS26 FL11232.6 ESR-3455 HUS28 FL11232.6 ESR-3455 HUS28-2 FL11232.6 ESR-3455 JL24 FL11232.10 ER-0201 JL26 FLI-1232.10 ER-0201 JUS210-2 FL11232.12 ESR-3445 JUS24 FLI1232.13 ESR-3445 JUS26 FLI1232.14 ESR-3445 JUS26-2 FLi1232.14 ESR-3445 JUS26 FLi1232.14 ESR-3445 JUS46 FL11232.14 EAR-3445 KLEG3 FLI1241 ESR-3444 KST260 FLI1244.14 ESR-3445 LSTAI2 FLI1244.11 ESR-3445 LSTA15 FLI1244.11 ESR-3445 LSTAI8 FLi1244.11 ESR-3445 LSTA24 FLI1244.11 ESR-3445 LSTA30 FLi1244.11 ESR-3445 LSTA36 FLi71244.11 ESR-3445 LTS19 FL11219.2 ER-0200 LTS205 FL112192 ER-0200 LTTI31 FLI12192 ER-0200 LTW12 FL11244.19 ESR-3455 LUGT2 FL112403 ESR-3441 MP3 FL1124422 ESR-3455 MP34 FL1124423 ESR-3455 MP4F FLi1244.24 ESR-3455 MP5 FLi124425 ESR-3455 1­11=143516 FL11240.4 ESR-3441 MSTA12 FLi1244.11 ESR-3455 MSTA15 FL11244.11 ESR-3455 MSTAIS FL11244JI ESR-3455 MSTA24 FL11244.11 ESR-3455 MSTA36 FL11244XI ESR-3455 MSTC40 FL1124421 ESR-3455 MSTC52 FL1124421 ESR-3455 MTW12 FL11244.1 ESR-3455 MTWI6 FL11244.1 ESR-3455 MTW18 FL11244.1 ESR-3455 MTW20 FL112441 ESR-3455 1'1LICsT15 FL11240b ESR-3441 NFM35X12 FL5182 Evaluation Report NFM35X16U FL5183 Evaluation Report PAU44 FL11239.12 ESR-3449 PAU66 FL11239.12 ESR-344S PHD2A FL112193 ER-0200 FHXU3516 FL1124121 ESR-3444 RFUS FL6223.5 Evaluation Report RSI50 FLi124428 ESR-3455 RT15 FLI1236.10 ESR-3448 RT16 FL11236.11 ESR-3448 RT16-2 PLI1236JI ESR-3448 RTi6A FL11236.11 ESR-3448 RT3A FL11236.11 ESR-3448 RT4 FL11236.10 ESR-3448 RT5 FLI1236.10 ESR-3448 RTl FL11236.10 ESR-3448 RT1A FL11236.10 ESR-3448 RTSA FLI1236.10 ESR-3448 SPT22 FL1124431 ESR-3455 SPT24 FL1124431 ESR-3455 SPT4 FLI124432 ESR-3455 SPT6 FLi124432 ESR-3455 SPTS FL1124432 ESR-3455 SPTH4 FL1124432 ESR-3455 610TH6 PLi124432 ESR-3455 SPTHS FLI124432 ESR-3455 SUH24 FL11232.16 ESR-3455 TW028 FL11232.19 ESR-3445 TH025-2 FL11232.19 ESR-3445 TH0410 FL11232.19 ESR-3445 TH0412 FL1-1232.19 ESR-3445 THD612 FL1-1232.19 ESR-3445 THDH414 F11-11232.19 ESR-3445 UPHD8 FLI1219.5 ER-0200 USC53 FL20332 Evaluation Report UGT53F FL20332 Evaluation Report UGTs53 FL20332 Evaluation Report GEL1-10 FLi1241.1 ESR-1102 GELI-22 FL11241.1 ESR-1102 COVER SHEET META, HETA, HHETA, and HETAL Embedded Truss Anchors. Embedded truss anchors are used to anchor a wood member (usually a truss) to masonry or concrete. Embedded truss anchors fasten to a single -ply wood truss with 0.148"X1'/i' nails or Page 3 of 15 Simpson Strong -Tie to a multi -ply truss with 0. 162"x3'/" nails. META, HETA, and HHETA models can be installed in a single application or doubled to achieve additional capacity. They are embedded in the masonry or concrete to a depth indicated on the side of the anchor (4" for META, HETA, and HHETA, and 51 /16" for HETAL). The strap portion of the anchor is 1V wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with a G90 galvanized finish, with the exception of the HETAL truss seat which is manufactured from steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. Steel thickness is as specified in Table 2. Embedded truss anchor fastener schedule, dimensions, and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 3 and 4 for additional details of single and double embedded truss anchors. TO RAFTER TO PLATES H10A - 9-0. 148" x 1 1/1/2" 9-0. 148" X 1 1/1/2" CARRYING MEMBER TOP FACE THA29 - 4=10d 6-10d Threaded Rod To Truss (QUALITY -DIAMETER) (QUALITY -TYPE) MGT - 1-5/8" 22-0. 148"xl-i" 1-5/8" 22-0.148"x 3" FASTENERS ANCHOR DIA, (IN. ) NAILS(IN, ) ABU66 - 5/8" AC6 - 12-0 .162 x 3 1/2" NAILS QTY-TYPE 8-16d 14-16D BOLTS QTY DIA. 2 1/2 INTO THE POST 8-16d 14-16D Q C L1 73 O CD C n N THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR C) USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE O PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED = AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER. 0 d O U Digitally signed by Thomas L Thomas L Hanson:A01410 Hanson:AO1410D00000 177EF31134E000015AD D00000177EF31 A 134E000015ADA Date:2023.10.24 11:14:34-04'00' Signed and sealed by T.L. Hanson PE using a Digital Signature and date. Printed copies of this document Sa/ are not considered signed sealed and the signature must be = W verified on any electronic co i aA'•. FLOR}�4'�t����� in Z O In Ld Of PROJECT NO. 2023-55 DWG N0. of b � I /� � -3, ,552,,,6 /t�k-,3r L-ow 61 (�- Aroy U)j A; Lq,-" 70�S