HomeMy WebLinkAboutSKS 28R1 - plan for header and boiler support at HKL2.ML2.NL2.L@2x8 16"
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@2x8 16"@2x8 16"1. TYPICAL FLOOR CONSTRUCTION IS 3/4" TONGUE AND GROOVE SPAN RATED SHEATHING GLUED AND NAILED AT 6"oc WITH 0.113" X 2.5" RING SHANK NAILS SUPPORTED ON WOOD FRAMING AS SHOWN.2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS & ELEVATIONS.3. NOTE NOT USED.4. WALLS SHOWN ARE INTERIOR BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR NON−BEARING PARTITIONS.5. TYPICAL INTERIOR BEARING WALL CONSTRUCTION IS 600S162−43 STUDS AT 16"oc. STAIR WALLS ARE BEARING WALLS. PROVIDE DOUBLE WALL STUD POST AT ALL BUILT−UP BEAMS. SHEATHING/STRAP−BRACING REQUIRED TO BRACE WALL BY THIRD PARTY CFMF ENGINEER.6. INTERIOR BEARING WALLS TO BE LOCATED UNDER NEW WALLS ABOVE, OR AS SHOWN ON THE PLANS. WALLS SUPPORTING 2X8s SHALL HAVE A MAX SPACING OF 11’−6" o/c. WALLLS SUPPORTING 2X10s SHALL HAVE A MAX SPAING OF 14’−3"o/c.7. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.8. HOT WATER STORAGE TANKS. MAX OPERATING WEIGHT=3600LBS EA. PROVIDE ADDITIONAL BEARING WALL UNDER EACH WATER TANK. PROVIDE BLOCKING BETWEEN FLOOR JOISTS @ BEARING WALL LOCATIONS.9. PROVIDE HEADER ABOVE. SEE PART PLAN, BELOW.LEVEL 1B NOTES:2S3.31S3.1SIM11S3.3SIM2S3.3SIM11S3.3SIM11S3.3SIM11S3.3SIM2S3.3SIM2S3.3SIM1S3.1SIM@2x8 16"@2x8 16"@2x8 16"@2x8 16"
@2x8 16"8S3.2W12SEE NOTE 8SEE NOTE 918S3.3W8X18W8X18EXIST. WALL TO REMAIN. 3’−0" LONG, MIN.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"SKS-28R1BUILDING G/HPLANSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM12/19/1916-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date90% Const Docs 11/1/1690% Const Docs 10/31/1795% Const Docs 05/01/18Final Const Docs 10/12/18Permit Set 2/26/198 Addendum 6 9/12/19PART PLAN −HEADER