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ABCC P2 - Bldg 2 - A0.81_1PLATELINE T.O.COLUMN G.L.STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING COMPOSITE COLUMN WRAP BEAM PER STRUCT PAINTED STEEL SADDLE PER STRUCT STEEL COLUMN PER STRUCT 2x SHAPED CLOSURE BLOCK EACH SIDE CONCEALED ELECT. CONDUIT WHERE OCCURS 3"3"METAL DRIP WITH HEMMED EDGE 2" EXPOSED AND SHAPED ROOF RAFTER 2' - 6" 1' - 8"R 2' - 10 1/8"1 1/2"STANDING SEAM ROOF ROOF UNDERLAYMENT WOOD BEAM PER STRUCTURAL SHEATHING OVER EXPOSED 2x DECKING RIDGE CAP PER MANUF. 2x SHAPED CLOSURE BLOCK EACH SIDE T.O.SHEATHING CONCEALED ELECT. CONDUIT WHERE OCCURS STANDING SEAM ROOF SHEATHING PER STRUCTURAL FIBER CEMENT SIDING G.L. METAL DRIP WITH HEMMED EDGE CONTINUOUS PAINTED FASCIA W.R.B. CLOSURE BLOCKING 2' - 6" G.L. STANDING SEAM ROOF HTSAM FIBER CEMENT SIDING METAL CAP FLASHING AND DRIP EDGE PAINTED METAL FLASHING OVER HTSAM EDGING CONTINUOUS PAINTED FASCIA BD W.R.B. SHEATHING AND RAFTERS PER STRUCTURAL WALL FRAMING AND UPLIFT CLIPS PER STRUCTURAL NOTE: RAKE CONDTION SIMILAR TRUSS ASSEMBLY SEE STRUCT PLYWOOD SHEATHING OVER 2x DECKING PER STRUCTURAL HTSAM UNDERLAYMENT METAL STANDING SEAM ROOF METAL RIDGE FLASHINGEXPOSED 6x PURLIN SEE ARCH SECTION FOR LAYOUT G.L. T.O.TRUSS PLATE LINE G.L. T.O.C. 2' - 5 1/4" STEEL COLUMN PER STRUCT COMPOSITE COLUMN WRAP BEAM SEE STRUCT BEAM SEE STRUCT BEAM SADDLE SEE STRUCT1' - 9 1/2"5 3/4"2 1/2"2 1/4"1' - 2" RETRACTABLE MOTORIZED SHADE CONCEALED ELECT. SERVICE AND CONNECTION 3"3"GUTTER SYSTEM EDGE METAL STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING EXPOSED STRUCTURAL TRUSS EXPOSED RAFTER BUILT-UP PAINTED WOOD SKIRT ASSEMBLY PAINTED METAL TOP CAP G.L.5 1/2"STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING EXPOSED AND SHAPED ROOF RAFTER PAINTED METAL END CAP, TYP. LOUVERED SCREEN WALL LIGHTING FIXTURE TRUSS CHORD LOW PROFILE FINISH GRADE JUNCTION BOX TRUSS WEB (WHERE OCCURS) G.L. BEAM PER STRUCT PAINTED STEEL SADDLE PER STRUCT EXPOSED BEAM TO BEAM SADDLE CONNECTION SEE STRUCT SEE TYPICAL EAVE DETAIL FOR INFORMATION NOT SHOWN PAINTED STEEL SADDLE PER STRUCT CEILING BEAM PER STRUCT KING POST PER STRUCT PAINTED STEEL SADDLE PER STRUCT CEILING BEAM PER STRUCT KING POST PER STRUCT LIGHTING FIXTURE CEILING BEAM LOW PROFILE FINISH GRADE JUNCTION BOX KING POST (WHERE OCCURS) 2' - 6" DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 12:48:34 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt0-A0.81STEEP SLOPE ROOF DETAILS2022-352 WRS / MW / MJ / NY SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 PHASE 2 - BAG DROP - EAVE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 PHASE 2 - BAG DROP - RIDGE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 8 PHASE 1 - STORAGE SHED - EAVE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 7 PHASE 1 - STORAGE SHED - RIDGE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 PHASE 1 - YOUTH PAVILION - RIDGE @ VAULTED CEILING SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 PHASE 1 - YOUTH PAVILION - EAVE @ VAULTED CEILING SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 PHASE 1 - YOUTH PAVILION - RAKE @ VAULTED CEILING 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:3 PHASE 2 - BAG DROP - EAVE AT BEAM