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1 ■ 2 <br />■ 3 ■ i ■ 5 ■ 6 ■ I ■ 8 ■ �, 10 ■ 11 ■ 12 ■ 1:3 ■ 14 IN 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />■ <br />P <br />■ <br />0 <br />■ <br />N <br />�1 <br />■ <br />K <br />.J <br />■ <br />I-� <br />■ <br />e; <br />■ <br />F <br />■ <br />E <br />■ <br />D <br />■ <br />C <br />■ <br />B <br />■ <br />A <br />KEYNOTE LEGEND <br />05 50 OOE05 brake metal <br />06 10 0OA01 wood blocking <br />0121 00,C01 thermal batt insulation <br />01 24 00A01 exterior insulation and finish <br />system <br />0124 00B01 finish coat <br />0124 00.001 base coat <br />0124 00.001 reinforcing mesh <br />0124 OOD02 detail mesh <br />0124 COW insulation board <br />0124 00FOl water -resistive barrier coat <br />H1 <br />H1 <br />0125 00A01 self -adhering sheet membrane <br />24 <br />24 SIM <br />H1 <br />vapor retarder <br />4'-0' <br />SIM <br />242 Sim <br />0125 00801 fluid -applied membrane vapor <br />5'-9 3/4' <br />41_01 <br />retarder <br />flexible flashing <br />01 62 00801 metalflashing <br />g <br />0 I <br />I I I <br />I I <br />01 91 00A01 precompresaed foam expansio <br />l l l l l H1 <br />24 <br />I <br />a <br />I <br />H1 <br />e H1 <br />I <br />j oint seal <br />l 24 <br />SIM <br />24 <br />b 24 <br />01 92 00A01 sealant and backer rod <br />I I <br />IIII IIII <br />I <br />.............:.....».k.__ SIM <br />I Sim <br />01 92 0CA02 sealant <br />e <br />Al <br />01 95 13AO1 floor to floor expansion joint <br />_ <br />e Al <br />Al <br />24 <br />a <br />`r ,d <br />24 <br />0 <br />�- Al <br />cover <br />01 95 13BOI wall to wall expansion joint <br />M 24 <br />S iM <br />SIM <br />24 SIM <br />cover <br />— <br />__ __ <br />»_ -- --• <br />— --- — <br />08 42 29AO2 automatic sliding <br />hurricane -resistant entrance <br />door assembly <br />09 21 16K01 <br />O <br />08 44 13AO2 hurricane resistant glazed <br />O <br />O <br />O <br />aluminum curtain wall system <br />EXISTING <br />08 80 00.J01 insulating hurricane resistant <br />aminated low E clear glass <br />01 24 <br />09 21 16A01 gypsum board / metal stud <br />EXISTING L; <br />interior partition -see <br />01 62 <br />partition types <br />09 21 16,H01 gypsum board <br />- - -- ::' <br />09 21 lb.H02 fire -rated psum board <br />0124 OOB01 <br />i , • <br />_ _ <br />L7 <br />EXTERIOR GLAZED OPENINGS <br />09 21 16K01 exterior gypsum wall sheathing <br />10124 00D02 <br />09 21 I6N01 corner bead <br />09 24 0OA01 stucco <br />_ <br />01 24 00.001 ... <br />, <br />:: <br />` <br />;. <br />09 24 00.A02 stucco on metal lath <br />01 21 00°C01 <br />09 24 00801 metal lath <br />0124 <br />09 24 OOD02 casing bead <br />01 24 00.E01 ___ <br />__. ,.____ :_ ,,. <br />,,, <br />3.501 <br />09 24 00.JO1 spacer <br />- <br />• <br />LIG <br />...__.. _._..._.__.._.- .... <br />WITH EXISTING <br />_ <br />01 24 00F01 <br />t <br />:-•. <br />16K01 <br />O9 21MATCH <br />0124 00D01 <br />`. <br />AL IGN <br />AND ALIGN <br />a z <br />_ <br />WITH EXISTING <br />01 62 <br />F13 <br />EXISTING STRUCTURAL STUD <br />, <br />EXISTING <br />GENERAL NOTES <br />FRAMING -REINFORCE TO MEET <br />. ' : <br />;,•.,. <br />0.141 exiatin masonr to remain <br />STRUCTURAL REQUIREMENTS <br />, <br />- .._ __. <br />0113 existing membrane flashing to <br />PRE -BACK -WRAF � � <br />� <br />3 01 <br />n <br />remain <br />TYPICAL <br />__ <br />- - =: <br />- - - - - - <br />09 21 01 <br />16A � <br />� <br />� <br />0.190 Architectural Existing To <br />Remain Finishes <br />�� <br />� <br />_: <br />:.. ;. <br />01 24 00A01 <br />Y <br />EXISTING <br />Vill existing stucco to remain <br />1/4' DRAINAGE GAP <br />09 21 16N01 <br />09 21 16.H02 <br />• <br />01 92 00A01 <br />' <br />1302 shim as required <br />_ <br />_ <br />r au a <br />cold fo me meta I t d <br />d <br />10124 00.001 <br />01 92 0OA02 <br />- _ <br />09 24 00D02 <br />- -— — <br />50 <br />TO MATCH ALUMINUM.:.. <br />`- <br />UL DESIGN NUM U425 ` ;_ : .- -_ <br />NUMBER <br />- <br />T !_.a <br />. "gin login <br />goom <br />_ . <br />SLIDING DOOR FINISH <br />01 25 00801 <br />--------------------------------------- <br />- <br />2-- <br />LAYERS <br />01 25 00A01 <br />2� 4\- <br />0124 00F01 <br />1 <br />09 24 00.AO2 <br />XISTING EIFS <br />I <br />I <br />TO REMAIN <br />0842 29A02 <br />OFF I <br />Al <br />251 <br />I <br />09 24 00.D02 <br />1012400 A0) <br />MATCH EXISTING <br />NOTE: <br />0124 00D01 <br />SEAL <br />01 92 00A02 — — — <br />— — <br />01 92 00A01 <br />T PROFILES <br />ALL EXTERIOR WALL PR LE <br />1 <br />2 LAYERS <br />AND TRIMS TO MATCH t AL iGN <br />WITH EXISTING <br />01 24 00801 <br />�`�' <br />�t LO <br />08 44 13AO2 <br />,� <br />CO <br />F 1 <br />EXTERIOR PLAN DETAIL <br />F7 <br />PLAN DETAIL <br />F 13 <br />PLAN DETAIL <br />a <br />AR16073 <br />i <br />%�`'....,j�`1��� <br />����r/DII <br />n— n <br />6 -1 -0 <br />HURRICANE RESISTANT SLIDE JA B ETAIL <br />n— n <br />3 -1 -0 <br />go — n <br />6 -1 -0 <br />EXISTING TO NEW EIFS TIE IN <br />1 <br />FLORIDA HOSPITAL <br />3.501 <br />zephyrhills <br />09 21 16K01 <br />09 24 00D02 <br />08 44 13A02 <br />08 44 13A02 <br />ED EXPANSION & ORTHO <br />01 92 00A02 <br />RENOVATION <br />01,310 0A01 <br />SEALANT AT BOTH ENDS <br />F.R.T. 06 <br />10 00A01 <br />01 92 00A01 <br />09 24 00.A02 <br />{-' <br />01 92 00A02 <br />01 92 00A01 <br />Al <br />251 I <br />0125 00801 <br />-' --- <br />01 92 00A01 <br />01 92 00A02 <br />09 21 I6A01 I <br />I 09 21 16K01 <br />, ,. <br />BEHIND PRESURE CAP <br />_.. • .. <br />' . ' :_'..`: ,. a • <br />09 24 00D02 <br />09 21 16°H01 <br />8 3/4 <br />3e501 <br />• .• <br />.,' ...• <br />e <br />01 25 00.801 <br />01 21 00,C01 <br />_Hunton <br />_i 4 <br />01 21 00.001 : <br />09 24 00D02 <br />241 <br />•'' <br />r <br />'-` <br />_ <br />CIO <br />01 91 00A01 <br />ARCH ITECT S <br />01 92 00A01 <br />_ _ ;_, <br />09 24 OOD02 <br />DAT SUBMISSION NO. <br />e <br />e <br />a <br />.D <br />M <br />CONSTRUCTION D <br />•.16 UUMI <br />-- -- --y <br />- <br />« .. <br />I <br />: •.:::: '. ' ` r = :...:::: - - �. <br />ADDENDUM NO 10 1 <br />--- --------------------- <br />-- -- ------ <br />, r <br />09 24 00A01 <br />— — <br />, <br />OS 24 00B011 <br />4714 <br />' <br />, 1 <br />- <br />09 24 00.J01 <br />I <br />,. <br />I I <br />- <br />_ <br />XXXXX <br />X <br />_ <br />0.141 <br />0125 00.001 <br />BELOW :..' _ <br />EXTERIOR PLAN DETAILS AND <br />01 62 OOB014"111111 <br />09 24 00A02 <br />0125 00801 <br />01 95 13AOI BELOW <br />ALIGN <br />i <br />EXTERIOR GLAZED OPENINGS <br />Al <br />PLAN DETAIL <br />A7 <br />PLAN DETAIL <br />A13 <br />PLAN DETAIL AT EXPANSION JOINT <br />PROJ. NO. H-15021.00 SHEET <br />DRAWN DMC <br />A251 <br />1 1 /2" =1'-0" <br />1 ■ 2 ■ 3 ■ 4 ■ ■ Ei ■ 7 ■ 8 ■ 9 ■ 1(? <br />■ 11 ■ 12 ■ 13 ■ 14 <br />■ 15 ■ 10 ■ 17 ■ 18 ■ 19 ■ 2.0 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />