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Iiiii, IHIIIHHIclg <br /> EiRSI_PLATE =���—IIli=:: <br /> !�ll� M�II�I� 1 II I. - .I. 1 1 .11._._ - - <br /> -.-,-. -. . ci <br /> -_ � - -. c" <br /> 1 iiiii <br /> mo 1 <br /> ` I, 911111 m <br /> U a <br /> 11111 1 111111111111111111111111111111111 'NG' <br /> aa�a <br /> EXISTQyy {{{Ir 4 <br /> SLAB BASEMENT 12.7.=1=1121 `t9 E1®®y3 h <br /> SLAB EL.22661 'p--vs���II—L fes! - COrrG— - - - - --- -I - - - -- - --- - - - - - -'--- - - - - - - ------ - - - ----- --- - -'— - - - - - --- <br /> NEWBDRMS/WINE_II--.���� • <br /> RM,SLAB I �, <br /> : ®NC N <br /> I 02 <br /> —I O <br /> 10 <br /> AI.I <br /> W.2 <br /> SOUTHEAST ELEVATION ° 1 2 4 <br /> .r f • <br /> 1/4"9V-0" ' <br /> I 2 <br /> I I LI I 4ii N <br /> tom] <br /> — —CAMP,SHINGLE ROPING,OVER \ °' <br /> 2X6 T46 DECKING, <br /> \ I C <br /> a <br /> 4. <br /> _PLATE <br /> IX4 TRI OVEREXIST -- ------ -- -_-- -- -.-- - - - - ------ - - -- ---- - ---- - - -'- - ---.- -' -_- - - - -- ----- <br /> 4X8 RAFTER0 E ® ill <br /> RAKE 4X6 RAFTERS <br /> X0 SE O.C. EXIST. e <br /> RIDGE POST I I SIM. <br /> U66 0 RIDGE POST _sm 1 <br /> TOP 4!OTT. <br /> — - MB <br /> -. IR!; y <br /> + <br /> EXIST.MAIN`JJB-FL. __ — :yL { _ _ "' ill <br /> •���o;, ���r G` Q' <br /> SEE STRUCTURAL DETAILS + EXIST PLATE rc L I I J <br /> 254, 4/53.1 FOR CONNECTIONS —._.—.�\. _ — —.—.— _.—._.� —._ _.. J J -.-.-.-.-.-._ <br /> 3 RCCRC TYPICAL DECK STEPS: �■ �9 `o <br /> '.�H — <br /> f 1���111111I11n��.. �..t414 <br /> i %494 DECKING OVER i�llllllllll-i®, I- <br /> -. T (3)PT.2212 CARRIAGE �'���M— 'd 3 <br /> L I J TYPICAL DECK PTO.: W/%4z4 TRIM 0 EDGES _ell- 1115.11 <br /> BEAM PER PLAN i Ib"DIA.CONC.FTG.N/ _El <br /> (2)*4 VERT.AND P544 TYPICAL DECK FTG.: <br /> 4. IN'.DIA,0040.FT&.4/ 411 <br /> -1 S i a <br /> —_ EXIST.BASEMENT 2 +VERT.AND P544 1.4:1i <br /> ...A13EL,_22-61-.- -.- - - -.-.-.- -._.-.- 2 ._ <br /> NEW BDRMS/WINE.-.- -. .-.-.-._._.-.-_-.-.- -.-.-_-._..-.-.-.-._._.-._ -.-.-._.-.-.__-.-.-.-.-.-._.___._.-.-.- -.-.-.-.-.-. _ g§�.>o <br /> RM.5LA6 -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-._.-.-.-.-.-.-.-.-.-.-.-.-.-._.-._ BoD9 <br /> 0.1A1:4 <br /> EAVE(BEYOND NORTHEAST ELEVATION 12 4 ' "" <br /> ,/4"=1-0" <br /> O CANOPY ROOF/COLUMN <br /> ROOF DECK BY`9E1M NOM <br /> 1 12"-1-0" I.TYPICAL ROOF DECK SYSTEM TO CONSIST OF THE FOLLOWING: <br /> O.REMOVEABLE WOOD DECKING SECTIONS:5/44 X 44 WOOD DECKING(NOMINAL A <br /> 'MICK)OVER 6z8 BLOCKS EYI.0 COLUMN BASE OR TAPERS ON <br /> CAMP.SHINGLL=ROOFING OVER PLANS AND DETAILS) SET ON ROOF MEMBRANE PT.2X SLEEPERS(SIM ONS FBELOW. FOLLOW <br /> WI 3/4°CHAMFER ROOFING UNDfftLAYMENTJS"SHEATH. MEMBRANE MATLFACTUERS RECOMMENDATIONS FOR PROTECTION OF MEMBRANE <br /> C6X6 POSTS g <br /> ANOPY COL.TANS OVER 2X6'PIG DECKING INCLUDING,05ACRIFICIAL4 MEMBRANE STRIPS INSTALLED BETYREN BOTTOM OF al V <br /> SEE STRUCTURAL DETAILS SLEe'ERB AND MEMBRANE. 'T3 j"'1 4 M <br /> 4/5-3.1 FOR CONNECTIONS ' b.5NNSLE PLY PVC ROOF MEMBRANE SYSTEM OVER k4 COVER BOARD OVER 3/44 0 Q) S:1 N <br /> %,.X 4"DECKING ' TIIG SHEATHING,(PER STRUCTURAL)OVER TAPERED JOISTS(SEE DIMENSIONS FOR Op <br /> . I girl....— — TAPERS ON PLAN'S AND DETAILS)PER PLAN. y <br /> NTL.GUTTER TO 2X BLOC. *•PER STRICT. 2.REMOVEABLE SECTIONS: LAYOUT LIFT-CUT SECTIONS OF DECKING PER <br /> MATH EXISTING �,.1 ARCHITECTS LAYOUT.. 7 7 <br /> ' I CSC <br /> ///!%//G_%AlEr/l% f'lel//r///l!%.rr eTe%/ %/awe-/`///l%//AR%A% .- - - - - - - _ - -.-.-.- _.- BM10155 ENVELOPE SEAL �+• +".,P <br /> 1 I I.SIDING MATERIALS SHAL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS C, r--, F/] <br /> I1'I—LOCATE JOISTS AND '� I RIDGE SUPPORT BEAM INCLUDING FLASHINGS AND SEALS AROUND OPENINGS AND PENETRATIONS.NEC .� an N.i <br /> P.T.JOISTS PER PLAN BLKb NAI FNA ... „ 0°.1.. <br /> (BEHIND) SFECIFICATONS. Z M <br /> 2.NE4TTER RESISTANT BARRIER (PINS) AT FRAHIE CONSTRUCTION (SEE Q W <br /> 1, I , , I I I SPECIFICATIONS):INSTALL I LAYER GRADED oTYVEc HCUSENRAP4 OR APPROVED �1 <br /> EQUAL MR MANUFACTURER'S RECOMMENDATIONS 1Na)DINS FLASHING,DETAILS <br /> -494 RAFTERS-COPE to AROUND ALL OPENINGS AND PENETRATIONS. <br /> FASCIA AS SFIOVH+ 3.WINDOWS AND SLIDING DOOR UNITS WILL BE INSTALLED PER MANVAFACTUERS <br /> -.-.-.-.-.-.-.-.-.-.- - X <br /> .-.-.-.-.-.-.-.-.- `2X5 FASCIA TO RECOMMENDATIONS INCLUDING SEALAS AND FLASHING OF NAIL FIN. <br /> MATCH EXISTING 4.ADHESIVE FLASHING MEMBRANE:INSTALL ADHESIVE FLASHING MEMBRANE AT ALL <br /> PENTRATIONS,BUILDING CORNERS,AND AROUND DOOR AND WINDOW OPENINGS. <br /> BM.PER PLAN 6X6 COLUMNS FLASHING TO OVERLAP WATER RESISTANT BARRIER AND NAILING FLANGES OR <br /> (BEHIND)- - DOOR/WINDOW FRAMES. <br /> 5.MARFACTUEED STONE VENEER SHALL BE INSTALLED PER MANUFAGATJRERS <br /> RECOMMENDATIONS FOR INSALLATION OVER WOOD FRAME CONSTRUCTION AND <br /> OVER CONCRETE FOLNDATONS WALLS INCLUDING FLASHINGS AND SEALS AROUND - <br /> OPENINGS AND PENETRATIONS. INSTALL LAYER OF GRADE D BUILDING PAPER <br /> OVER FRB SYSTEM PER MANIFACT/RED STONE MANUFACTURE'S A3.2 <br /> O2 CANOPY COLUMN BASE ( CANOPY EAVE RECOMMENDATIONS BEFORE INSTALLING STONE Varma SYSTEM(INCLUDING METAL / <br /> LATH). / <br /> 1 12'=1'-0' 1 1/2"=1'-0" b.SE SPECIFICATIONS FOR MORE INFORMATION. / <br />