Laserfiche WebLink
■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ € '1 ■ 12 ■ 13 14 15 ■ 16 ■ 17 ■ 13 ■ 19 20 <br />KEYNOTE LEGEND <br />R <br />P <br />■ <br />0 <br />■ <br />N <br />■ <br />■ <br />I <br />■ <br />■ <br />H <br />■ <br />G <br />■ <br />F <br />D <br />C <br />■ <br />B <br />A <br />e <br />'s <br />rY <br />F1 <br />6" = 1'-0" <br />0.191 <br />0.361 <br />EIFS REVEAL <br />Al EIFS - WALL JOINT <br />6" = 1'-0" EXISTING TO NEW EIFS TIE IN <br />01 24 0O A01 <br />� 1,056 <br />V., <br />AL iGN WITH <br />i WINDOW HEAD <br />I <br />241 z <br />z <br />LU <br />o <br />I � <br />0 <br />z_ <br />09 9b 00.601 � <br />�-3/4' <br />I <br />I <br />i ALIGN WiTH <br />`r �INDOW SILL <br />i <br />I <br />I <br />I <br />I <br />■ 4 ■ w <br />L5 EXTERIOR SECTION DETAIL <br />3" = 1'-0" <br />P9 <br />241 <br />0124 00J02....... ........ L. <br />01 24 00J02 <br />0124 00Q01 <br />A <br />01 92 00.AO1 <br />W/ WEEP TUBES <br />a 24, O,C. <br />,,- -, ,,„ _„I�000 <br />L9 <br />3" =1'-0" <br />0361 <br />b' 3505 <br />DEFLECTION TRACK <br />0� 92 00A01 <br />0124 00A01 <br />101 24 00,501 <br />6' 3.501 <br />OIYIID�- <br />0'I 92 00.A01 <br />09 11 Ib.H01 <br />n _ <br />EXTERIOR SECTION DETAIL <br />09 21 16,K01 <br />EXISTING <br />0124 00.A01 <br />EXISTING <br />01 b2 00.801 <br />0124 00.1501 <br />10124 ID0D02 <br />ID1 24 0FC01 <br />r <br />01 24 00.D01 - <br />01 24 00•E01 <br />0124 00,J02 <br />01 24 00.01 <br />0124 00 D01 <br />0162 00.601 <br />EXISTING STRUCTURAL STUD <br />FRAMING - REINFORCE TO MEET <br />STRUCTURAL REQUIREMENTS <br />I <br />I <br />I <br />PRE -BACK -WRAP <br />TYPICAL <br />1/4, DRAINAGE GAP <br />0124 00DID1 <br />01 92 00.A01 <br />0124 00F01 <br />06 42 21B A02 <br />rlllrmn�rn��,r. �.. <br />iil <br />I <br />ill <br />I i�nmriF <br />! <br />i <br />[ <br />■I' <br />i <br />j <br />I <br />I ti <br />■■■■I <br />■■■■I <br />■■■■I <br />■■■■I <br />■■■■I <br />■■■■I <br />■■E■I <br />■■■■I <br />on <br />■■I <br />■■■■I <br />O■■■I <br />....� <br />�■■.� <br />■■■rNME <br />■■■I,I'' <br />MM�I�h <br />:ill <br />■■■1 <br />ii■■ii <br />P <br />0121 00.AO2 <br />rigid foam board roof <br />insulation <br />0121 00.001 <br />thermal bait insulation <br />0124 00.AO1 <br />exterior insulation and finish <br />system <br />0124 00.BOl <br />finish coat <br />0124 00.001 <br />base coat <br />= <br />0124 OOD01 <br />reinforcing mesh <br />0124 OOD02 <br />detail mesh <br />0124 00.E01 <br />insulation board <br />0124 00FOI <br />water -resistive barrier coat <br />r <br />0124 00.J02 <br />cavity drainage plane with <br />vertical adhesive notched <br />trowel configuration <br />0124 0ONO3 <br />drainage J track <br />- <br />0124 00401 <br />joint tape <br />01 25 00.501 <br />fluid -applied membrane vapor <br />retarder <br />0152 00.A01 <br />modified bituminous roofing <br />0152 0O B02 <br />liquid membrane flashing <br />- - <br />0152 00D01 <br />gypsum roof sheathing <br />0162 00.BOl <br />metal flashing <br />01 92 00.A01 <br />sealant and backer rod <br />01 92 0O A02 <br />sealant <br />08 42 29•A01 <br />automatic sliding entrance <br />door assembly <br />7 <br />- <br />;- <br />08 42 29.AO2 <br />automatic sliding <br />hurricane-resistant entrance <br />door assembly <br />T' <br />09 21 Ib.H01 <br />gypsum board <br />09 21 16.K01 <br />exterior gypsum wall sheathing <br />09 9b 0O A01 <br />high-performance coating <br />- <br />09 96 00.501 <br />elastomeric coating <br />12 48 13.AOI <br />entrance floor grille - <br />recessed <br />1.302 <br />GENERAL NOTES <br />0.111 existing roofing to remain <br />' 3 0124 00.B01 i ti �0A1 existing exterior gypsum sheathing to <br />remain <br />s r° <br />01 24 00.D01 0.361 existing steel structure to remain <br />' 1.05b revea I <br />PRE -BACK-WRAP, TYP. 0124 00.001 .. <br />1.302 shim as required <br />O1 24 00.D01 ' ' 2.012 concrete paving <br />01 24 00.D02 i 3.102 concrete floor slab <br />0124 00.E01 ' I Y 3.501 cold formed metal studs <br />3BO5 cold formed metal track <br />01 24 00.J02 01 24 00.J02 ' 3.816 compressible material <br />iI <br />' 10124 09 . <br />z 01240 I I <br />0124 00,D01 0 0 <br />F5 EIFS CONTROL JOINT <br />6" = 1'-0" <br />EXISTING NEW -� <br />BASE PLY <br />A5 SECTION DETAIL <br />3" = 1'-0" CANOPY EXISTING TO NEW TIE IN <br />F9 EXTERIOR SECTION DETAIL <br />6" = 1'-0" TYPICAL EIFS COMPOSITION <br />a � �r o , no <br />A9 EIFS - WALL BASE <br />6" = 1'-0" <br />F14 EXTERIOR SECTION DETAIL <br />6" = 1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL <br />A14 SILL DETAIL <br />6" = 1'-0" <br />SEAL <br />Fto <br />,N 3 <br />roA <br />p g E <br />PAUL L. MACHESKE AR0016073 <br />FLoPiDA Hose <br />Zephyrhills <br />ED EXPANSION & ORTHO <br />RENOVATION <br />neon <br />A R C H I T E C T S <br />DATE SUBMISSION NO. <br />04.15.16 CONSTRUCTION DOCUMENTS <br />EXTERIOR SECTION DETAILS <br />PROJ. NO. H-15021.00 SHEET <br />DRAWN DMC <br />A241======EJ <br />■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 12 ■ 13 ■ 14 15 ■ 16 ■ 17 ■ 13 ■ 10 ■ 20 <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 />l <br />