Loading...
HomeMy WebLinkAboutFile Documents.950 Cemetery Ln.0152.2019 (10).ARBK0152-2019-arbk_building comments_1 Subject: PlanCheck Page Label: S1.1 Page Index: 1 Author: tonyf Date: 7/30/2019 12:31:20 PM File Name: Structural Framing Revisions 03-25-19 (1) (003).pdf Engineer's stamp req'd Structural Framing Revisions 03-25-19 (1) (003).pdf (1) Subject: PlanCheck Page Label: C3.3 Page Index: 3 Author: tonyf Date: 7/30/2019 12:23:49 PM File Name: Tank Room Detail 05-17-19 (1) (002).pdf Exterior foundation wall does not extend below frost line. Please provide insulation details. Tank Room Detail 05-17-19 (1) (002).pdf (1) 7 B A(E) 8x8 HT (V.I.F.) (E) 8x8 HT (V.I.F.)(E) 8x8 HT (V.I.F.) (V.I.F.)(V.I.F.)(N) TP (V.I.F.)(N) TF (V.I.F.) "Ø PIER OVER 2'- 0 10" PAD W/ 3- #5WAY (TYP. @ 4) (N) 8x8 HT 402 Park Ave, Unit ABasalt, CO 81621 970.927.4363 www.albright-associates.com ALBRIGHT& ASSOCIATES 15. 16. 12. 13. 14. FOUNDATION PLAN NOTES 7. [XXX'- XX"] 9. 10. 11. 8. 5. 6. T.F. T.L. 4. 3. 2. T.W.1.INDICATES TOP OF CONC. WALL ELEV. INDICATES TOP OF CONC. FOOTING ELEV. TOP OF LEDGE INDICATES FOOTING STEP INDICATES TOP OF CONCRETE WALL STEP INDICATES STEP OF SURFACEPLANE-PLY OR CONCRETE INDICATES COLUMN ABOVE. TYP. 2-2x6U.N.O. COLUMNS SIZED AT LOWESTPOINT, AND REMAIN THAT SIZE FOR EACHLEVEL UNLESS CHANGED BY NOTE. INDICATES FOOTING PAD.SEE FOOTING KEY THIS SHEET INDICATES BUILDING ELEVATION PIPE COLUMN ABOVE, SEE PLAN FORSIZE AND BASE PLATE TOP OF BEAM ELEVATION JOIST BEARING JOIST HANGER-SIMPSON "U" HANGERU.N.O. 4" Ø PVC FND. DRAIN, SET IN GRAVEL ASDESIGNED BY OTHERS. VENT CRAWLSPACE AREAS PER IBC SEC. 408.1 & 408.2.PROVIDE BLOCKOUTS IN FND. WALLS AS REQ. SEEGENERAL NOTES FOR REINF. DO NOT SCALE DRAWINGS. CONTACT ARCHITECTOR ENGINEER FOR DISCREPANCIES OR MISSINGDIMENSIONS A DESCRIPTION EXISTING CONC. WALL TO BE REMOVED NEW FOUNDATION WALL FOUNDATION WALL SCHEDULE SYMBOL Engineer's stamp req'd 6"MIN.1'-0"3"CLR. SEE PLAN 24"#4 DOWELS x 12"@ 16" O.C., TYP. 2x6 P.T. PLATE W/ 1/2"Øx12"LONG THREADED ROD W/WASHER & 2 NUTS @ BOTT.@ 48" O.C. 2x6 BOTT. PLATE W/ HOLEFOR THREADED RODBASEBOARD BY OTHERSDO NOT FASTEN TOFLOATING PLATEWALL SHEATHING PERSTRUCT. GEN NOTES.DO NOT FASTEN TOBOTT. P.T. PLATE 1- #4 @ TOP &2- #4 @ BOTTOM1"±GAP2x WALL, SEE PLANHANG FROM FLOORSYSTEM ABOVE THICKENED SLAB FTG. 18014@ 1"=1'-0"35 T. SLABSEE PLAN B. FTG.SEE PLAN C3 SLAB REINF.SEE PLAN JOB #18014REF. S3.2 Exterior foundationwall does not extendbelow frost line.Please provideinsulation details.