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j 1 2 3 4 5 I 6 — <br />E <br />!!7 <br />B <br />A <br />A <br />HILTI HY-200 <br />3/8" DIA. HILTI KWIK <br />HUS-EX SS316 W/ 3 1/4" <br />EMBEDMENT ON 7" <br />GAGE EACH WAY <br />PL9X9X.625" <br />3X3X.25HSS <br />PL 9 X 9 X.625" <br />NON SHRINK GROUT <br />DRILL AND EPDXY <br />3/8" S.S.THREADED <br />RODS ON 7" GAGE <br />EACH WAY <br />HILTI HY-200 <br />9„ <br />Ni" <br />PL9X9X.625" <br />o, <br />0 0 <br />-T- <br />i I I <br />1 1/2" = V-0" <br />FORM AND POUR SOLID CELL OF EXISTING <br />BLOCK, REINFORCE W/ #5 VERTICAL REBAR <br />EXISTING FOUNDATION AND EXTERIOR <br />WALL CONSTRUCTION HAS NOT BEEN <br />CONFIRMED. CONTRACTOR TO REPORT <br />ANY DISCREPANCIES TO ARCHITECT <br />#5 HORIZONTAL BAR. <br />DRILL & EPDXY USING HILTI HY-200. <br />MIN. 8" EMBED. <br />SECTION - EXT. WALL - NEW WORK - JAMB <br />APPLY NEW EXTERIOR <br />PLASTER ASSEMBLY TO <br />MATCH EXISTING ASSEMBLY. <br />8" x 8" POURED CONCRETE <br />COLUMN. 4,000 PSI <br />CONCRETE REINFORCED <br />W/ #5 BAR <br />INSTALL NEW PLASTER <br />CASING BEAD, ALL SIDES OF <br />DOOR FRAME. <br />MASONRY ANCHOR INTO <br />CONCRETE JAMB. SEE DOOR <br />NOA FOR JAMB DETAIL. <br />NEW EXTERIOR DOOR <br />ASSEMBLY. SEE DOOR <br />NOA INFORMATION. <br />BACKER ROD & SEALANT <br />2" RIGID INSULATION <br />ALIGN NEW 5/8" GWB <br />W/ EXISTING <br />INSTALL NEW CERAMIC <br />TILE. ROUND CORNER <br />TO DOORFRAME <br />TAPE & MUD AT GYPSUM <br />SEAM <br />EXISTING FOUNDATION AND EXTERIOR REMOVE EXISTING <br />WALL CONSTRUCTION HAS NOT BEEN PLASTER ASSEMBLY ON <br />CONFIRMED. CONTRACTOR TO REPORT EXTERIOR OF WALL. <br />ANY DISCREPANCIES TO ARCHITECT <br />6" <br />y — ' — <br />II <br />KNOCK OUT & REMOVE FACE <br />OF EXISTING BLOCK <br />SECTION - EXT. WALL - DEMO - JAMB <br />1 1/2" = V-0" <br />SAWCUT AND DEMO EXISTING <br />BLOCK & INSULATION. SEE <br />DETAILS ON THIS SHEET FOR <br />DIMENSIONS. <br />REMOVE EXISTING <br />CERAMIC TILE ON INTERIOR <br />OF WALL. <br />REMOVE EXISTING CERAMIC <br />TILE ON WALL INTERIOR TO <br />EXPOSE 2 ADDITIONAL CMU <br />COURSES ABOVE OPENING <br />SAWCUT AND DEMO <br />EXISTING CMU WALL <br />WITHIN DIMENSIONS <br />` �7_�� I_ �_I_L_1_T_-1 4- <br />1 <br />—� __L _I _L _I_ \ <br />( -T T I (\ ` \ EXISTING CERAMIC TILE <br />-T <br />1 _ T I— �— L 1— T i— L ON INTERIOR OF WALL <br />— ——� � <br />B, _�\J _I_L�_I_r�_I_L�_i_r <br />-1 _ _ L _1_ -1 L _I_ <br />L 7 1 T 1 7— 1 L T I <br />I_L_T_I_T-1_i_L7_I_T � <br />\\\\ -1 LIL <br />_I_7__T�_I_ <br />V � ` <br />LI —I—T�— I—�--L L T_ <br />T� <br />-1_1_L�_I_ r.J _I_LI <br />7__T <br />Ik <br />d y <br />EXISTING CONCRETE <br />' Q SIDEWALK ON GRADE <br />:I 1 11 I I-1 I I-1 I I=1 I I1 I I=1 I I1 I I-1 I I1 I I-1 I I1 I I1 11= <br />V-4" 8'-8" <br />NOTE 1: PRIOR TO SAWCUT AND DEMO, GC TO <br />VERIFY RUN OF CONDUIT TO EXISTING WALL - <br />MOUNTED EQUIPMENT. <br />APPLY NEW EXTERIOR <br />PLASTER ASSEMBLY TO <br />MATCH EXISTING ASSEMBLY. <br />FORM AND POUR SOLID CELL OF <br />EXISTING BLOCK. REINFORCE W/ <br />#5 VERTICAL REBAR <br />#5 HORIZONTAL BAR. <br />DRILL & EPDXY USING HILTI HY-200. <br />MIN. 8" EMBED. <br />2-COURSE POURED CONCRETE <br />LINTEL. 4,000 PSI CONCRETE <br />REINFORCED W/ #5 BAR <br />VERTICAL & HORIZONTAL. <br />EMBED INTO EXISTING CMU. <br />INSTALL NEW PLASTER <br />CASING BEAD, ALL SIDES OF <br />DOOR FRAME. <br />EXTERIOR SEALANT <br />SECTION - EXT. WALL - NEW WORK - HEAD <br />1 1/2" = 1'-0" <br />APPLY NEW EXTERIOR <br />PLASTER ASSEMBLY TO <br />MATCH EXISTING ASSEMBLY. <br />4,000 PSI CONCRETE <br />REINFORCED W/ #5 BAR, <br />HORIZONTAL & VERTICAL. <br />HORIZONTALS EMBED INTO <br />EXISTING CMU <br />INSTALL NEW PLASTER <br />CASING BEAD <br />EXISTING CONCRETE SLAB <br />ON GRADE <br />EMBED REBAR MIN. 8" INTO <br />EXISTING FOUNDATION <br />EXISTING FOUNDATION AND <br />EXTERIOR WALL CONSTRUCTION <br />HAS NOT BEEN CONFIRMED. <br />CONTRACTOR TO REPORT ANY <br />DISCREPANCIES TO ARCHITECT <br />0o� SECTION - EXT. WALL - NEW WORK - BASE <br />u v i 1 1/2" = V-0" <br />EXISTING FOUNDATION AND <br />EXTERIOR WALL CONSTRUCTION <br />HAS NOT BEEN CONFIRMED. <br />CONTRACTOR TO REPORT ANY <br />DISCREPANCIES TO ARCHITECT <br />TAPE & MUD AT GYPSUM <br />SEAM <br />ALIGN NEW 5/8" GWB <br />W/ EXISTING <br />INSTALL NEW CERAMIC <br />TILE. ROUND CORNER <br />TO DOORFRAME <br />2" RIGID INSULATION <br />BACKER ROD & SEALANT <br />NEW EXTERIOR DOOR <br />ASSEMBLY. SEE DOOR <br />NOA INFORMATION. <br />INSTALL NEW <br />CERAMIC TILE. <br />5/8" GYPSUM <br />2" RIGID INSULATION <br />TO DECK <br />EXISTING CONCRETE <br />FLOOR SLAB <br />VAPOR BARRIER <br />NEW 2-COURSE POURED <br />CONCRETE LINTEL. SEE DETAILS. <br />EXISTING CERAMIC TILE <br />ON INTERIOR OF WALL <br />INSTALL NEW DOOR & FRAME <br />ASSEMBLY WITHIN OPENING. SEE <br />NOA INFORMATION ON SHEET <br />G-001. <br />NEW POURED CONCRETE <br />FRAME, SEE DETAILS. <br />INSTALL NEW CERAMIC <br />TILE AROUND DOOR <br />FRAME <br />INSTALL WEATHER STRIPING <br />BELOW DOOR. <br />EXISTING CONCRETE <br />FLOOR SLAB <br />Al <br />NEW EXTERIOR DOOR <br />ASSEMBLY W/ WEATHER <br />STRIPPING. SEE DOOR NOA <br />INFORMATION. <br />INSTALL EXTERIOR SEALANT <br />AS REQUIRED <br />POUR NEW 4,000 PSI <br />CONCRETE SILL FLUSH W/ <br />EXISTING CONCRETE SLABS <br />EXISTING CONCRETE SLAB <br />ON GRADE <br />EMBED REBAR MIN. 8" INTO <br />EXISTING FOUNDATION <br />EXISTING FOUNDATION AND <br />EXTERIOR WALL CONSTRUCTION <br />HAS NOT BEEN CONFIRMED. <br />CONTRACTOR TO REPORT ANY <br />DISCREPANCIES TO ARCHITECT <br />NEW EXTERIOR <br />DOOR THRESHOLD. <br />SEE DOOR NOA <br />INFORMATION. <br />INSTALL SEALANT <br />BETWEEN TILE AND <br />DOOR THRESHOLD <br />INSTALL NEW <br />CERAMIC TILE UP TO <br />DOOOR THRESHOLD. <br />EXISTING CONCRETE <br />FLOOR SLAB <br />VAPOR BARRIER <br />SECTION - EXT. WALL - NEW WORK - DOOR SILL <br />1 1/2" = V-0" <br />DETAIL - EXT. WALL - NEW WORK - HEAD <br />1 1/2" = V-0" <br />EXISTING CMU BLOCKING <br />#5 BAR VERTICAL & <br />HORIZONTAL. EMBED INTO <br />EXISTING CMU USING HILTI <br />HY-200 MIN. 8" <br />2-COURSE POURED <br />CONCRETE LINTEL. <br />4,000 PSI CONCRETE, <br />REINFORCED <br />NEW EXTERIOR DOOR <br />ASSEMBLY. SEE NOA <br />INFORMATION. <br />#5 BAR VERTICAL & <br />HORIZONTAL. EMBED INTO <br />EXISTING CMU USING HILTI <br />HY-200 MIN. 8" <br />POURED CONCRETE FRAME. <br />4,000 PSI CONCRETE, <br />REINFORCED <br />EXISTING CMU <br />BLOCKING <br />#5 BAR VERTICAL & <br />HORIZONTAL. EMBED INTO <br />EXISTING CMU USING HILTI <br />HY-200 MIN. 8" <br />POURED CONCRETE FRAME. <br />4,000 PSI CONCRETE, <br />REINFORCED <br />NEW EXTERIOR DOOR <br />ASSEMBLY. SEE NOA <br />INFORMATION. <br />EXISTING CONCRETE <br />FLOOR SLAB <br />L <br />0 <br />chapuis design group <br />architecture.pa <br />510 VONDERBURG DR. SUITE 216 <br />BRANDON, FL 33511 <br />Tel. 813-667-2340 <br />CGDPA - FL # AA-26003049 <br />exp U.S. Services Inc. <br />t: +1.407.660.0088 f: +1.40T660.1655 <br />2601 Westhall Lane <br />Maitland, FL 32751 <br />USA <br />www.exp.com •� �� <br />Project #: 21000928 <br />Cert of Auth: 29701 ex <br />PROJECT FOR <br />ADVENT HEALTH - <br />ZEPHYRHILLS <br />- UROLOGY SUITE <br />RENOVATION <br />C <br />B <br />A <br />7050 Gall Blvd. <br />Zephyrh i I Is, FL 33541 <br />A.dvlunt <br />AHCA CLIENT CODE / FILE NUMBER: 231100046-126 <br />3 <br />APRIL 14, 2021 <br />ASI No. 1- AHCA & OWNER REVISIONS <br />2 <br />MARCH 17, 2021 <br />AHCA STAGE 3 DOCUMENT SET <br />1 <br />FEB.19, 2021 <br />ADDENDUM 1 - <br />MARK <br />DATE <br />DESCRIPTION <br />PROJECT NUMBER <br />042-20.164.01 <br />ORIGINAL ISSUE <br />MAR.17, 2021 <br />PROJECT MANAGER <br />TEC <br />PROJECT DESIGNER <br />TEC <br />PROJECT ARCHITECT <br />THOMAS E. CHAPUIS - AR97109 <br />LANDSCAPE ARCHITECT <br />N/A <br />CIVIL ENGINEER <br />N/A <br />STRUCTURAL ENGINEER <br />NIA <br />MECHANICAL ENGINEER <br />N/A <br />ELECTRICAL ENGINEER <br />N/A <br />INTERIOR DESIGNER <br />TEC <br />EQUIPMENT PLANNER <br />N/A <br />DRAWN BY <br />SDL <br />SUB -PROJECT AREA <br />C -DETAILS <br />As indicated <br />u� <br />o M ELEV-ENLARGED-POOL/STORAGE-NORTH-DEMO ELEV-ENLARGED-POOL/STORAGE-NORTH-NEW WORK DETAIL - EXT. WALL - NEW WORK - BASE <br />LP Al A3 _ <br />" , , A5 _ <br />Aml 12 <br />�; 1 /2 = 1 -0 1 /2" = 1'-0" 1 1 /2" — 1' 0" <br />i N <br />y O _ <br />1 2 3 4 5 6 Project Status <br />i ,,n--mm -- <br />