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HomeMy WebLinkAboutA010.0E1 A-1 E1 A-1 1 A-1 1 A-1 2 A-1 2 A-1 11'-8 5/8" +/ - 5'+/- 8'-6" 1' - 9 " +/- 8'-6" 2' - 6 " 2' - 6 " 1'-3"2' - 4 " 1' - 8 " 8'-2 1/2" EXISTING RESIDENCE EXISTING CONCRETE PORCH NEW COLUMN BASE AND POST LINE OF ROOF ABOVE EXISTING EXTERIOR CONCRETE STEP NEW SHED ROOF AND CORBELEXISTING DRIVE EXISTING SIDEWALK SI M E2 / A - 1 WOOD SUPPO 10 " 36 " M I N . EXISTING WINDOW EXISTING EXTERIOR 2X WALL EXISTING ENTRY DOOR AND WINDOW EXISTING 2ND FLOOR FRAMING 4X4 POST TO RIDGE BEAM WITH HIDDEN CONNECTOR CBT2Z 3 1/2 X 9 1/2 WOOD GLB (BEYOND) CONNECT TO POST WITH SIMPSON CBT2Z 2X WOOD RAFTER BOARD 9:12 SLOPE 2X RIDGE BOARD METAL ROOF OVER ROOFING PAPER OVER 3/8" OSB PAINTED WOOD/COMPOSITE FASCIA BOARD VENTED SOFFIT PANEL BOARD - PAINTED SIMPSON OU CONNECTOR AT ENDS. SIMPSON EPB POST BASE OR SIMILAR PROVIDE 1" SEPARATION AT BASE PROVIDE CONCRETE FOOTING AND COLUMN PIER WITH REINFORCING GRADE BRICK COLUMN WRAP BEAM CONNECTION TO EXISTING WALL HEADER SIMPSON HUCQ410-SDS HANGER PAINTED WOOD/COMPOSITE FASCIA BOARD SIMPSON JOIST HANGER AT RIDGE BOARD FLASHING AT WALL TO ROOF CONDITION 4X4 WOOD POST TAPERED COLUMN WRAP CCPC - EXPOSED POST CAP HURRICANE CLIP AT BEAM TO RAFTER CONNECTION 4X WOOD CORBEL BEYOND ANCHOR TO WALL FRAMING 4 X 8 ROOF BEAM 4 X12 AT GARAGE (SIM) 2X6 ROOF RAFTER WITH HURRICANE CLIPS METAL ROOF WITH CONCEALED FASTENER OVER ROOFING PAPER OVER 3/8" OSB (OSB ATTACHED VIA 8D NAILS 6" OC EDGE, 12" OC FIELD) PROVIDE SIMPSON LRU26Z RAFTER HANGER FLASHING AT WALL TO ROOF CONDITION SIMPSON CBT2Z BEYOND OR SIMILAR CONNECTION TO EXISTING WALL FRAMING SIMPSON HUCQ410-SDS NO. DATE DESCRIPTION A-1 JUNE 28, 2018 OVERALL FLOOR PLAN 750 WEST HEMLOCK WAY, CHANDLER ARIZONA 85248 (317) 753 - 5259 WWW.CONEXUSDESIGN.COM FLOOR PLAN/ ELEVATION / SECTION / DETAILS DATE: DOCUMENT PHASE: PROJECT NO. FOR PERMIT DRAWINGS 2018_02IN PR O J E C T : AD D I T I O N AN D RE M O D E L FO R LO C A T I O N 54 0 6 A L V A M A R PL A C E , CA R M E L IN D I A N A LO T 37 PL U M CR E E K RI D G E SE C T I O N 1 CONEXUS DESIGN PLLC © 2018 ALL RIGHTS RESERVED, NO DUPLICATION OF DOCUMENTS & DRAWINGS WITHOUT PRIOR WRITTEN AUTHORIZATION 08 : 2 4 : 2 9 Fr i d a y , Ju n e 29 , 20 1 8 ST R E G E RE S I D E N C E NORTH SCALE: 1/4" = 1'-0" FRONT ELEVATION SCALE: 1/4" = 1'-0" 1 - WALL SECTION SCALE: 3/4" = 1'-0" DETAIL NO SCALE 1. BASIS OF DESIGN - SIMPSON STRONG TIES 2. CONNECTORS TO BE GALVANIZED OR PAINTED WHEN EXPOSED STAINLESS STEEL IS ACCEPTABLE. 3. MINIMUM SHEATHING THICKNESS 3/8" OSB 4. ROOF SHEATHING NAILING - 8D NAILS 6" OC AT EDGE, 12" IN FIELD 5. REMOVE EXISTING SIDING AND TRIM AS REQUIRED TO ANCHOR HANGERS AND BRACKETS TO WALL. NOTES 2 - DETAIL SCALE: 3/4" = 1'-0" 07/10/18 Adam Schriner