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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />P <br />■ <br />C <br />■ <br />N <br />■ <br />I.. <br />K <br />H <br />■ <br />G <br />■ <br />_ F <br />E. <br />D <br />■ <br />C <br />■ <br />l� <br />■ <br />A <br />EXISTING Sa A5 <br />FULL SEALANT -0 ALL JOINTS <br />3.101 <br />NEW <br />03 05 O5 A01 <br />15 MIL. MINIMUM <br />2.301 <br />L1 <br />6" = 11 011 <br />F1 <br />61 <br />' = 1'-09 <br />1 <br />„? .t�s s,, .�,.�' �,, TROWEL APPLIED <br />'kd7��eda'?k��aA��adgk6kG`GR� kkRR�k�F� " B I T UM A S T I C SEALANT <br />Hill <br />FR{ kq kk2 kk kF Rk t '✓,� �` X S`2 .t <br />s FE"!R<q M 1 1 <br />RkkkR�k°y�Pkk,,�x �� (2 WIDE <br />ma's .v 7kk Rkq�FAdFk�k"la aa``ak <br />- <br />.,F,S <br />F �FFFF � 3,122 <br />a <br />� 3 <br />,<R11111 15 MIL. MINIMUM <br />12' M iN <br />VAPOR BARRIER TIE - IN DETAIL <br />01 24 0O A01 <br />1.056 <br />ALIGN WITH <br />WINDOW HEAD <br />F9 <br />241 z <br />z <br />( <br />o <br />0 <br />>o <br />z <br />09 96 00801 <br />z <br />r-- 3/4" 1056 <br />i_ <br />ALIGN WITH <br />WINDOW SILL <br />i <br />EIFS REVEAL <br />x ... I , € EXISTING EIFS <br />TO REMAIN <br />0.361 <br />, � 01 24 00.801 <br />M. r 0124 00.D02 <br />ti <br />_ -- -- 0124 00.001 <br />- ---- - - -- 0124 001)01 <br />72 47 00.E 01 <br />- <br />"'"0124 00.J02 <br />- - 0124 00A0l <br />Al EIFS - WALL JOINT <br />6" = 1"-0" EXISTING TO NEW EIFS TIE IN <br />L5 <br />3" =1'-01. <br />F5 <br />6" = 1'-011 <br />EXTERIOR SECTION DETAIL <br />L� <br />W/ WEEP TUBES <br />e 24, O.C. <br />EIFS CONTROL JOINT <br />A5 SECTION DETAIL <br />3" = 1"-0" CANOPY EXISTING TO NEW TIE IN <br />J <br />PRE -BACK -WRAP, TYP, <br />01 52 00,401 <br />TOP PLY <br />SASE PLY <br />0152 OO D 01 <br />0121 00.AO2 <br />L9 <br />311 = 1'-011 <br />0361 <br />6' 3b05 <br />DEFLECTION TRACK <br />01 92 00,401 <br />� 0124 00n01 � <br />6' 3.501 <br />0l 21 0�- <br />EXTERIOR SECTION DETAIL <br />F9 EXTERIOR SECTION DETAIL <br />6" =1'-0" TYPICAL EIFS COMPOSITION <br />CONTINUOUS <br />01 62 00,J01 <br />18ga STAINLESS STEEL <br />METAL COVER <br />(SEALANT 6 JOINTS) <br />arm <br />NtINUDUS <br />A9 EIFS - WALL BAST <br />611 = 1'-01 <br />1 <br />01 92 0O A01 <br />09 21 16,H01 <br />09 21 16 K01 <br />EXISTING <br />0124 00.A01 <br />EXISTING <br />01 62 00801 <br />10124 00801 <br />10124 00.D02 <br />01 24 00.001 ~I <br />01 24 00D01 <br />01 24 00.E01 <br />01 24 00.J02 N <br />0124 00F01 <br />0124 Mpg <br />101 62 00801 ---- <br />EXISTING STRUCTURAL STUD <br />FRAMING - REINFORCE TO MEET <br />STRUCTURAL REQUIREMENTS - -� <br />PRE -SACK -WRAP---' <br />r-+ <br />TYPICAL <br />1/4' DRAINAGE GAP <br />0124 OO D 01 <br />01 92 00.40) <br />0124 00F01 ' <br />08 42 29.A02 <br />d 0162 00.50�18ET ON SEALANT F14 EXTERIOR SECTION DETAIL <br />JOINT DETAIL 6" =1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL <br />A14 SILT DETAIL <br />6„ = 1'-0„ <br />KEYNOTE LEGEND <br />03 05 05.AO1 <br />underslab vapor barrier <br />0121 00.AO2 <br />rigid foam board roof <br />insulation <br />0121 00.CO1 <br />thermal batt insulation <br />0124 00.A01 <br />exterior insulation and finish <br />system <br />0124 00BOl <br />finish coat <br />0124 00.001 <br />base coat <br />0124 00.001 <br />reinforcing mesh <br />`j <br />0124 00,D02 <br />detail mesh <br />T <br />0124 00,E01 <br />insulation board <br />' <br />0124 00F01 <br />water -resistive barrier coat <br />0124 00.JO2 <br />cavity drainage plane with <br />vertical adhesive notched <br />trowel configuration <br />0124 0ONO3 <br />drainage J track <br />01 24 00.001 <br />joint tape <br />:. <br />0125 OO A01 <br />self -adhering sheet membrane <br />vapor retarder <br />0125 00B01 <br />fluid -applied membrane vapor <br />� <br />retarder <br />0152 00.A01 <br />modified bituminous roofing <br />0152 OO502 <br />liquid membrane flashing <br />0152 00.001 <br />gypsum roof sheathing <br />0162 00B0I <br />metal flashing <br />0162 OOJ01 <br />metal cover plate <br />01 62 00.501 <br />fastener <br />01 92 00.A01 <br />sealant and backer rod <br />01 92 0OA02 <br />sealant <br />4' <br />08 42 29.A01 <br />automatic sliding entrance <br />door assembly <br />08 42 2S A02 <br />automatic sliding <br />hurricane -resistant entrance <br />door assembly <br />09 21 16.H01 <br />gypsum board <br />09 21 16K01 <br />exterior gypsum wall sheathing <br />09 96 0O A01 <br />high-performance coating <br />09 96 00BOl <br />elastomeric coating <br />1302 <br />12 48 13.AOI <br />entrance floor grille - <br />recessed <br />GENERAL NOTES <br />0.111 existing roofing to remain <br />0.191 existing exterior gypsum sheathing to <br />remain <br />0.361 <br />existing steel structure to remain <br />1056 <br />revea 1 <br />1302 <br />shim as required <br />2.012 <br />concrete paving <br />2301 <br />grade <br />3.101 <br />concrete slab on grade <br />3.102 <br />concrete floor slab <br />3.122 <br />expansion Joint material <br />3.501 <br />cold formed metal studs <br />3,505 <br />cold formed metal track <br />3.816 <br />compressible material <br />SEAL <br />ED EXPANSION & ORTHO <br />RENOVATION <br />Hunton <br />A R C H I T E C T S <br />4.15.16 CONSTRUCTION DOCUMENTS <br />5.10.16 ADDENDUM N0. I I <br />5.19.I1 CCD NO. 4 5 <br />EXTERIOR SECTION DETAILS <br />PROD. NO. H-15021,00 SHEET <br />DRAWN DMC <br />A241 <br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 <br />■ <br />1U <br />■ 11 <br />■ 12 ■ 13 ■ 14 ■ 15 ■ 18 ■ <br />17 ■ 18 <br />■ <br />19 ■ <br />20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. <br />Magnolia Ave., Suite 600, Orlando, Florida 32803 <br />(407) 839-0886 <br />(407) 839-1709/Fax www.huntonbrady.com <br />License AAC001744 <br />_7-- -- 1 - FTIT11 Tr",:,l <br />; uurve luu <br />;aria,rend _,1xiim .I.�:�1 <br />_.�_ 1_ -i r-� <br />I II -- I I �l <br />- <br />-� ---- r <br />