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2017 - 00197 - addn/remodel/repair
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Willow Drive South
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1099 Willow Dr S - 10-117-23-24-0016
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2017 - 00197 - addn/remodel/repair
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Last modified
8/22/2023 3:21:30 PM
Creation date
2/12/2020 9:58:22 AM
Metadata
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Template:
x Address Old
House Number
1099
Street Name
Willow
Street Type
Drive
Street Direction
South
Address
1099 Willow Drive South
Document Type
Permits/Inspections
PIN
1011723240016
Supplemental fields
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Updated
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DIVISION 6:WOOD <br /> ROUGH CARPENTRY <br /> DIMENSION LUMBER: <br /> 1. CODE FOR ROUGH CARPENTRY IS THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),EDITION IN <br /> EFFECT AT THE TIME OF PERMIT SUBMITTAL. UNLESS SPECIFICALLY INDICATED ON THESE PLANS. THE BUILDING IS TO <br /> BE FRAMED IN ACCORDANCE WITH THE IBC CONVENTIONAL LIGHT FRAME WOOD CONSTRUCTION PROVISIONS. <br /> 2. ALL MEMBER SIZES GIVEN ON PLAN ARE NOMINAL DIMENSIONS. <br /> 3. WOOD JOISTS,BEAMS AND LINTELS SHALL BEAR ON THE FULL WIDTH OF SUPPORTING MEMBERS, UNLESS NOTED <br /> OTHERWISE. <br /> 4. ALL PLATES IN CONTACT WITH THE FOUNDATION SHALL BE PRESERVATIVE TREATED. <br /> 5. WOOD MEMBERS ARE TO BE INSTALLED WITH THE CODE MINIMUM CLEAR DISTANCE AWAY FROM ANY INTERIOR OR <br /> FINISH GRADES. <br /> 6. JOIST HANGERS SHALL BE GALVANIZED STEEL AND SIZED TO SUPPORT THE LOADING SHOWN ON DRAWINGS. <br /> 7. PROVIDE SOLID BLOCKING,WITHIN FLOORS,TO PROVIDE CONTINUOUS BEARING FROM THE POINT OF BEARING TO THE <br /> FOUNDATION OR SUPPORTING MEMBER BELOW. <br /> 8. ALL CONNECTORS INDICATED ON THE PLAN ARE TO BE SIMPSON STRONG-TIE. CONSULT WITH ENGINEER IF <br /> ALTERNATIVE SUPPLIERS ARE DESIRED. <br /> WOOD SHEATHING: <br /> 1. EACH PANEL OF CONSTRUCTION SHEATHING SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE-TRADE MARK OF <br /> THE AMERICAN PLYWOOD ASSOCIATION. <br /> 2. GRADE AND TYPE SHALL BE AS FOLLOWS: <br /> ROOF SHEATHING: MIN 19/32"40/20 APA RATED SHEATHING EXPOSURE 1 <br /> FLOOR SHEATHING: MIN 23/32"48/24 T&G APA RATED SHEATHING EXPOSURE 1 <br /> EXTERIOR WALL: MIN 15/32"32/16 APA RATED SHEATHING EXPOSURE 1 <br /> 3. ROOF SHEATHING TO BE ATTACHED WITH 8d NAILS AT 6"OC EDGE, 12"OC FIELD(UNO). PROVIDE 6"OC NAILING TO ALL <br /> MEMBERS IN LINE WITH SHEAR WALLS(UNO). <br /> 4. FLOOR SHEATHING TO BE ATTACHED WITH 8d NAILS AT 6"OC EDGE, 10"OC FIELD(UNO). BLOCK ALL EDGES OF FLOOR <br /> SHEATHING. PROVIDE 6"OC NAILING TO ALL MEMBERS IN LINE WITH SHEAR WALLS. <br /> 5. ALL EXTERIOR WALLS ARE TO BE SHEATHED. WALL SHEATHING TO BE ATTACHED WITH 8d NAILS AT 6"OC EDGE, 12"OC <br /> FIELD(UNO). SEE PLANS AND CORRESPONDING SCHEDULES FOR LOCATION OF SPECIAL NAILING AND SHEAR <br /> TRANSFER CONNECTIONS AT SHEAR WALLS. <br /> 6. AT INTERIOR WALL SHEATHING, LAP AND NAIL WALL SHEATHING TO THE ROOF MEMBERS SO AS TO TRANSFER SHEAR <br /> FROM LEVEL TO LEVEL. <br /> 7. ALL NAILS INDICATED ON THE PLANS AND NOTES ARE COMMON NAILS. ALTERNATE FASTENERS MAY BE USED WITH <br /> WRITTEN PERMISSION FROM THE ENGINEER. CONSULT WITH THE ENGINEER IF ALTERNATE FASTENERS ARE DESIRED. <br />
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