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KEYED NOTES <br />Q <br />EXISTING GATE AND POST TO BE REMOVED <br />16 <br />OEXISTING <br />8" CMU WALL <br />O <br />EXISTING DUMPSTER GATE <br />14 <br />EDGE OF ROOF FRAMING <br />O4 <br />EXISTING b" THICK CONCRETE SLAB <br />CONT. ALUMINUM DRIP <br />? <br />5 <br />EXISTING CONCRETE CURB <br />EDGE FLASHING <br />SP2 <br />ii� <br />�� <br />At EA. (TYP) � � <br />�� 14 <br />Ob <br />EXISTING CONCRETE DRIVE <br />PRE-ENGINEE ED <br />%� PRE-ENG EERED <br />�� �`� <br />O <br />NEW V-0"x 6'-S" EXTERIOR WOOD DOOR SYSTEM - SEE DETAIL <br />GRIDER TRUSS <br />D 24" O.C. <br />`�\\ <br />44>AS22 - HHARDWrA�RE SET <br />NEW roll LAP SIDING BY <br />/��� <br />, <br />"JAMES HARDIE" OVER P.T. Ix <br />/ �\ <br />(1) THRESHOLD <br />FURRING At Ib" O.C. OVER <br />"TYVEK" WRAP <br />(1) CYLINDER LOCK -KEY <br />BUILDING <br />13 <br />(1) WEATHERSTRIPPING <br />OVER 5/8" EXTERIOR GRADE <br />/, <br />(1) SWEEP <br />PLYWOOD SHEATHING <br />li <br />`� <br />NEW 2xb WOOD STUD WALL AT I6" O.C. - PROVIDE II INSULATION <br />Fr-.E. <br />r <br />b'-0" F.F.E. <br />li <br />` <br />9 <br />NEW THRU-WALL A/C UNIT - LW1216ER WINDOW UNIT OR EQUAL (MIN. <br />TOP OF <br />TOP OF <br />��L� <br />EXISTING CMU <br />I <br />EXISTING CMU <br />li <br />/ <br />S000 BTU) PROVIDE 115/60 S3a. COORDINATE OPENING <br />j� <br />L' <br />REQUIREMENTS WITH MANUFACTURER�� TOP OF UNIT OPENING AT <br />�� <br />NEW SIDING TRIM BY JAMES <br />II <br />�� <br />12 <br />5 -4 BOTTOM UNIT OPENING AT 4 -0 AND 2411 WIDE - DEMO <br />HARDIE" (TYPICAL AT INSIDE <br />jl <br />/ <br />EXISTING CMU FOR A/C UNIT <br />AND OUTSIDE CORNERS) <br />li <br />13 <br />15 <br />f <br />8LED <br />LIGHTING - SEE ELECTRICAL DRAWINGS <br />ly/' <br />It <br />3/4" RIGID INSULATION BETWEEN 3/4" FURRING AT Iro" O.C. <br />I <br />14 ji <br />li <br />J* <br />12 <br />BASIS OF DESIGN FOR ROOF TRUSS - 18" DEEP - FLAT WOOD <br />11 <br />TRUSS - TRUSSES TO BE ENGINEERED BY TRUSS SUPPLIER <br />EXISTING CURB <br />li <br />12 <br />i� <br />Ij <br />13 <br />2x4 CROSS BRACING BETWEEN TRUSSES <br />RE-ED INEERE O.C. <br />14 <br />KNEE WALL - 2xro FRAMING AT Ira" O.G. - SEE SECTION FOR <br />I� <br />STRAPPING <br />it <br />15 <br />TRIPLE 2x6 DOOR HEADER <br />I <br />- - -- _ - <br />5/6" CDX EXTERIOR GRADE PLYWOOD DECK (SHADED AREA) <br />ll <br />WOOD FRAMED WALL BELOW <br />I I <br />I � <br />I � <br />I � <br />I � <br />I � <br />I <br />14 <br />101 <br />SCALE: 1/4" I'-0" <br />INCrt <br />O <br />r ROOD <br />SCALE: 1/4" 1'-0" <br />INCH <br />6PWIRr4L NOTES <br />I. SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND <br />ELECTRICAL SERVICES. <br />2. VERIFY PAINT COLORS WITH OWNER <br />3. THIS PLAN IS FOR 301 S.F. UNOCCUPIED SHED WITH LIGHTS AND AIR <br />CONDITIONING. <br />SINGLE PLY OkO MIN. WHITE <br />GREASE <br />RESISTANT PVC ROOF MEMBRANE <br />II BAIT INSULATION <br />OVER TAPERED RIGID INSULATION <br />ON <br />5/8" COX EXTERIOR GRADE <br />5/8" EXTERIOR GRADE <br />PLYWOOD DECK - PROVIDE <br />2" MIN. <br />PLYWOOD SHEATHING <br />AT THE LOWEST POINT OF FLAT <br />ROOF <br />5/8' HARD I - BOARD - <br />8 <br />5 <br />FAINTED <br />WOOD BLOCKING AS <br />1/4" PER FOOT <br />REQ'D <br />LAP SIDING - <br />CONt. ALUMINUM DRIP <br />2 <br />PAINTED <br />EDGE FLASHING <br />S <br />SEALANT <br />P.T. Ix FURRING <br />II <br />(3) 2xro HEADER W/ <br />PRE-ENGINEERED <br />BLOCKING AS REQUIRED <br />WOOD TRUSS At 24" O.G. <br />2 <br />NEW roll LAP SIDING BY <br />ALUMINUM FLASHING <br />SEALANT <br />"JAMES HARDIE" OVER P.T. Ix <br />AS RQUIRED <br />FURRING AT iro" O.C. OVER <br />"TYVEK" BUILDING WRAP <br />OVER 5/S" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />10 7 <br />SEALANT <br />8'-0" A.FF. <br />OF TRUSS <br />I" HARDWOOD DOOR FRAME <br />- PAINTED <br />MTSAIB <br />SP2 <br />2x6 DBL. TOP PLATE <br />HARDWOOD STOP <br />SIMPSON <br />SIMPSON m2x6 <br />CONT. TOP P.T. <br />/f <br />WEATHERSTRIPPING <br />AT I6" O.C. <br />5/8" HARDI-BOARD <br />PLATE WITH 5/8" EXP. <br />f <br />ANCHOR AT 24" O.C. <br />4 <br />// o <br />l 1/2" <br />R-IS BATT INSULATION <br />MAX. 5" (MIN-) EMBED <br />f <br />33ii.A <br />MTSAI8 At Iro" O.G. <br />SIMPSON <br />DEMO EXISTING GROUT CAP �... <br />6�0"GAFF. <br />EXISTING CMU <br />/� <br />DOOR HEAD DETAIL <br />Og <br />SCALE: 3" 1'-0" <br />u& <br />/�ry <br />= <br />11 <br />�/ <br />NEW 5/8" HARDI-BOARD <br />i <br />4 <br />EXISTING FILLED <br />82 <br />U-BLOCK <br />NEW roll LAP SIDING <br />BY "JAMES HARDIE" <br />OVER P.T. Ix FURRING <br />2 <br />AT 16" O.G. OVER <br />"TYVEK" BUILDING <br />�� <br />NEW 3/4" RIGID INSULATION a <br />2 <br />WRAP OVER <br />BETWEEN 3/4" FURRING AT <br />EXTERIOR GRADE <br />16" OC. <br />PLYWOOD SHEATHING <br />SEALANT <br />(2) 2x6 At DOOR JAMB <br />R-19 BATT INSULATION <br />5/8' HARD I -BOARD - <br />PAINTED <br />,�,� <br />1" HARDWOOD DOOR <br />FRAME - PAINTED <br />NEW ro" LAP SIDING <br />b <br />2x6 WOOD STUDS At iro" O.C. ° d <br />BY "JAMES HARDIE" <br />OVER II ix FURRING <br />AT 16" O.G. OVER <br />EXISTING CMU <br />EXISTING CMU WALL WITH <br />3 <br />FILLED CELLS - G.C. TO ° <br />EXISTING <br />VERIFY AS -BUILT CONDITIONS <br />DUMPSTER <br />R-IS BATT <br />INSULATION <br />- <br />C <br />4 <br />r <br />WEATHERSTRIPPING <br />SPI At EACH STUD U.N.O. <br />SIMPSON <br />HARDWOOD STOP <br />2x6 CONT. BOtt. P.T. PLATE <br />WITH 5/8" EXP. ANCHOR AT <br />24" O.G. MAX. 5" (MIN.) EMBED <br />EXISTING 6" CONCRETE SLAB a <br />5/8" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />0'-0" Fr-.E. <br />P.T. Ix FURRING <br />�, <br />a - <br />TOP OF SLAB <br />J' <br />q <br />LAP SIDING - <br />1 <br />L—JQ <br />PAINTED <br />4 <br />°m <br />z <br />SEALANT <br />5 <br />O <br />DOOR JAMS DETAIL <br />G <br />%I-.D SECTION <br />Q <br />1�1,q"I a -MR ENCLOSURE/ O <br />SCALE: 3" = 1'-0" <br />SCALE: 1" 111, 1'-0" <br />SCALE: 1/4" = 1'-0" <br />REVISIONS <br />BY <br />00 <br />N 'I N <br />Y CO <br />cz. <br />U ti U <br />�xtiY <br />_ <br />E ti > <br />� o <br />°O 3 <br />a� ti <br />Y 3ti 3 <br />O N <br />ti <br />u G <br />ti o <br />tia <br />m <br />s <br />f'€ <br />rFsi <br />3 <br />E <br />s <br />s <br />a <br />a� <br />4 <br />y <br />r%� <br />I o <br />LL.,J <br />O• <br />rV <br />< <br />Q <br />00 <br />0 <br />> <br />ro <br />o <br />Y <br />� U <br />a a <br />a� <br />O <br />O <br />C m <br />0 I <br />m M} <br />Q Q <br />75 <br />O J <br />m <br />O <br />m La. 0 <br />— <br />Vl <br />o— 0 <br />0 <br />O <br />L.u) <br />O >-CL <br />0 Z <br />co m <br />c O <br />N <br />m V) <br />Date: 05. 17. 21 <br />Scale: AS NOTED <br />Project Mgr: DIG <br />Drawn: DD <br />Job: 21-018 <br />Sheet <br />AS2 <br />— u —1 — 1 —l— III F I �., ,. �, �,� . is — <br />