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Heartland Dental -
<br />Ze P h y rhills, FL
<br />Exterior Tenant Improvements
<br />PROJECT NOTES
<br />6ENERAL NOTES:
<br />I. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT ANY D15GREPANGIE5
<br />TO THE ARCHITECT FOR CLARIFICATION
<br />2. ALL WORK SHALL BE IN COMPLIANCE WITH THE STANDARD BUILDIN6 REG06NIZED
<br />INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURER
<br />RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES
<br />3. PROVIDE AGGE551BILITY FOR THE PHYSICALLY HANDICAPPED GONFORMIN6 TO THE
<br />AMERICANS WITH DISABILITIES ACT OF 2010, TO THE BEST OF OUR KNOWLEDGE, THIS
<br />BUILDING HAS BEEN DE516NED IN ACCORDANCE WITH THE 2012 IBG AND THE RULES AND
<br />RE6ULATION5 OF NEW CONSTRUCTION PER ADA
<br />4. THE GONTRAGTOR(5) SHALL BE RESPONSIBLE FOR BUILDIN6 THI5 PROJECT IN
<br />ACCORDANCE WITH THE DRANINC75 AND SPECIFICATIONS UNLESS A WRITTEN NOTIFICATION
<br />FROM THE OWNER OR ARCHITECT TO THE CONTRARY 15 REGEIVED
<br />5. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY
<br />RESPECT OTHER THAN THAT OUR ARCHITECTURAL WORK AND JUDGEMENT RENDERED
<br />MEETS THE STANDARDS OF CARE OF OUR PROFE55ION
<br />6. THE LOCATION OF THE EXISTIN6 UTILITIES AND STRUCTURES 5HOWN HEREON ARE
<br />APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
<br />EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER 5HOWN HEREON OR NOT, PRIOR TO
<br />ANY EXCAVATION. ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE
<br />CONTRACTOR
<br />7. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORIN6 FOR ALL WORK
<br />DURING THE CONSTRUCTION PERIOD.
<br />8. PROVIDE J-MOLDS AND CORNER BEADS AT THE ED6E5 OF ALL EIF5 SYSTEMS AND
<br />6YP5UM BOARD.
<br />g. ALL METAL STUD GAUGE DE516N SHALL BE A5 REOUIRED BY PERFORMANCE AND A5
<br />INDICATED IN THE DRAWINGS.
<br />10. PROVIDE SEPARATION BETWEEN ALL D1551MILAR METALS INCLUDING 5GREW5, NAILS AND
<br />OTHER FA5TENIN6 DEVIGE5
<br />11. WHERE MATERIAL FASTENERS ARE NOT INDICATED, PROVIDE A5 SPECIFIED BY THE
<br />MATERIAL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES
<br />12. ALL WALL5 TO BE ANCHORED BY POWER ACTUATED FASTENERS
<br />15. ALL WOOD THAT 15 IN DIRECT CONTACT WITH CEMENT, MASONRY OR EARTH SHALL BE
<br />PRESSURE TREATE
<br />14. BUILDIN6 516NA6E 15 TO BE PERMITTED UNDER SEPARATE COVER
<br />JOI NT5 AND SEALANT NOTES
<br />I. PROVIDE CONTINUOUS WATERPROOFING SILICONE BASED SEALANT AND BACKER ROD AT
<br />ALL STOREFRONT AND MASONRY JUN6TION5 AND TERMINATION5. SEALANT SHALL MATCH
<br />STOREFRONT
<br />2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL JUNCTIONS BETWEEN
<br />DISSIMILAR MATERIALS, I.E. BRICK TO EIF5 ETG. DOW/GORNIN6 #-IQO
<br />3. THE METAL ED6E 5EGUREMENT, EXCEPT 6UTTER, SHALL BE INSTALLED AS TESTED IN
<br />ACCORDANCE WITH M05T CURRENT VERSION OF THE AN51/5PRI EX-1, AMERICAN NATIONAL
<br />STANDARD FOR EDGE SYSTEMS USED WITH LOW -SLOPE ROOFIN6 5Y5TEM5
<br />4. PROVIDE 5TANDIN6 SEAM JOINTS AT ALL COPING 5LIGE5 FOR THERMAL EXPANSION. ALL
<br />SEAMS SHALL BE SEALED WITH DONCORNIN6 #7g5 TYP.
<br />5. PROVIDE GLO5URE END GAPS AND GO DE6REE TRANSITIONS AT ALL EXPAN51ON JOINTS
<br />AND END WALL GAPS AT 6RAVEL5TOP5, TYP.
<br />6. ANCHOR ALL PRE554)RE TREATED WOOD BLOGKIN6 AT TOP OF MASONRY WALL5 UNDER
<br />COPIN6 WITH 3/8" DIA. HOT DIPPED 6ALVANIZED ANGHOR5 AT 56" O.G.
<br />7. ALL EXTERIOR JOINTS IN THE BUILDIN6 ENVELOPE THAT ARE 5OURGE-5 OF AIR LEAKS
<br />SHALL BE CAULKED, 6A5KETED, WEATHER STRIPPED, OR OTHERWISE SEALED IN
<br />ACCORDANCE WITH 5PECIFIGATION5
<br />8. PROVIDE CONTROL JOINTS IN 6YP5UM BOARD PER ASTM G-840 AND 6A-216-10
<br />7344 Gall Boulevard
<br />ephyrhills, Florida 33541
<br />ENLAP6ED PARTIAL ROOF PLAN
<br />EXI5TIN6 ROOF EPDM ROOF
<br />MEMBRANE TO REMAIN 7
<br />LINE OF SHELL PLAN BELOW 1 I
<br />I
<br />I I
<br />-- --S— — — — — — — I
<br />II 11 11 I
<br />II 11 11 I
<br />--JL------JJ
<br />LJL---------
<br />BRICK VENEER, ROOF MEM
<br />AND ROOF FLA5HIN6 TO REMAIN. _ 24'-9'
<br />RENOVATION FLOOR PLAN
<br />J
<br />I I
<br />TERMINATE ALU( OBONI) ALUMINUM
<br />PANEL5 AT IN510E CORNER HERE
<br />-------------
<br />l _ 1
<br />--------------
<br />ALUGOBOND ALUMINUM PANELS ATTACHED
<br />7 TO FACE OF BRICK VENEER, 5EE EXTERIOR
<br />A501 ELEVATIONS ON A201 AND REFERENCED
<br />0P, DETAILS ON A301
<br />51M.
<br />2
<br />A201
<br />I
<br />BRICK VENEER, ROOF MEMBRANE
<br />AND ROOF FLA5HIN6 TO REMAIN.
<br />GRO55 HATCHED AREA REPRE5ENT5
<br />LIMITS OF DEMO d IN5TALLATION OF
<br />NEW PARAPET SYSTEM
<br />MW
<br />6.C. TO REMOVE BRICK VENEER AND WOOD 5HEATHIN6 TO
<br />EXP05E 5TEEL FOR PROPER CHANNEL FOR NEW PARAPET
<br />ATTACHMENT SEE DETAIL 142 ON SHEET A502 ,TYP.
<br />DA5HED OVER HEAD LINES
<br />OF SOFFIT ABOVE
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<br />CITY 0jr Z Cyjj-yp:
<br />DUILDING; OFF'ICIA%�
<br />0
<br />V _
<br />PERSPEGTIVE
<br />TERMINATE ALUCOBOND ALUM
<br />PANELS AT IN51DE CORNER H
<br />( 1
<br />Cl I�
<br />ALUGOBOND ALUMINUM PANEL5 ATTACHED I 7
<br />OVER FACE OF BRICK VENEER, SEE A301
<br />EXTERIOR ELEVATIONS ON A201 AND
<br />REFERENCED DETAILS ON A301 DA5HED OVER HEAD LINES,_
<br />OF SOFFIT ABOVE
<br />5EE ENLAR6ED PARTIAL I
<br />ROOF PLAN SHEET A001
<br />II 1
<br />------------------------------
<br />I I
<br />II I
<br />I II I
<br />I I II I
<br />I ) II I
<br />II I
<br />INSTALL ALM013OND ALUMINUM PANELS I 8 I I I
<br />OVER BRICK VENEER WRAP PILA5TER , j A301 j I I
<br />SEE EXTERIOR ELEVATIONS ON A201 AND I
<br />REFERENCED DETAILS ON A301
<br />I I �
<br />IFAL
<br />I 1
<br />I I II I
<br />- , A-_T--------------------1
<br />1
<br />3 --------------------------------
<br />A201 DASHED OVER HEAD LINE5
<br />OF NEW PARAPET ABOVE
<br />CONTACTS
<br />ARGHITEGT
<br />HILL FOLEY R0551 4 ASSOCIATES, LLG
<br />5680 PLEASANT HILL ROAD
<br />SUITE 200
<br />DULUTH, 6A 300%
<br />GONTAGT: BRAD MGGULLOUC-H, R.A.
<br />PHONE: (7 10) 622-g858
<br />STRUCTURAL
<br />HILL FOLEY ROSS1 d A550GIATES, LLG
<br />3680 PLEASANT HILL ROAD
<br />SUITE 200
<br />DULUTH, 6A 300%
<br />GONTACT: MARK R05516N
<br />PHONE: (7170) 622-6g2G
<br />TENANT
<br />HEARTLAND DENTAL
<br />1200 NETWORK CENTRE DRIVE
<br />EFFIN&HAM, IL 62401
<br />GONTAGT DPM: ZAGH TYLKA
<br />PHONE: (21-7) 540-8216
<br />GONTAGT GPM: RICHARD JONE5
<br />PHONE: (211)-gg4-1732
<br />OWNER
<br />WM6 DEVELOPMENT
<br />1200 NETWORK CENTRE DRIVE
<br />EFFIN&HAM, IL 62401
<br />GONTAGT: ZAGH TYLKA
<br />PHONE: (217) 540-821b
<br />DESIGN CODES
<br />• 2017 FLOE InA BUILDIN6 GOOE ((9TH EDITION)
<br />• 2017 FLORIDA MEGHANIGAL CODE ((qTH EDITION)
<br />• 2017 FLORIDA PLUMBIN6 CODE (bTH EDITION)
<br />• 6TH EDITION FLORIDA FIRE PREVENTION CODE
<br />• (BASED ON NFPA I UNIFORM FIRE GORE 2015
<br />EDITION 6 NFPA 101 LIFE SAFETY GODE 2015
<br />EDITION)
<br />• 2014 NATIONA,_ E_EGTRIGAL CODE
<br />• 201'7 FLORIDA 3- -DING CODE AGGE551BILITY
<br />(bTH EDITION)
<br />DRAWING INDEX
<br />SHEET DRAWING NAME GD I55UE REV #1 REV #2 REV #3
<br />ARCH I TECTURAL 04-16-1 ci
<br />A001 COVER SHEET 0
<br />A201 EXTERIOR ELEVATIONS 0
<br />A501 WALL SECTIONS AND DETAILS 0
<br />A302 STRUCTURAL DETAILS AND NOTES O
<br />DESIGN SUMMARY
<br />SYNOPSIS:
<br />THE SCOPE OF WORK CONSISTS OF AN EXTERIOR RENOVATION OF AN EXISTIN6 4,125
<br />SQUARE FEET SHELL BUILDIN6, LOCATED IN ZEPHYRHILLS, FL. THE EXISTIN6 STRUCTURE
<br />INGLUDE5, BUT IS NOT LIMITED TO, A 4" THIGK GONGRETE SLAB, POURED GONGRETE
<br />CMU WALL CONSTRUGTION WITH BRIGK EXTERIOR VENEER, STEEL JOISTS AND EPDM
<br />ROOF MEMBRANE OVER LI6HT WE16HT GONGRETE ROOF SYSTEM OVER R161D
<br />INSULATION ON STRUGTURAL METAL ROOF DECK. THE NEW EXTERIOR GONSTRUGTION WILL
<br />BE LIMITED TO THE REMOVAL OF A PORTION OF EXI5TIN6 EXTERIOR BRICK VENEER,
<br />THE INSTALLATION OF THE NEW EXTERIOR ALUMINUM PANELED PARAPET SYSTEM. NO
<br />INTERIOR MODIFICATIONS WILL BE MADE UNDER THIS SCOPE OF WORK. ALL NEW
<br />GONSTRUGTION WILL MATCH THAT ALLOWED IN TYPE V-B GONSTRUGTION.
<br />OGGUPANGY GLASSIEIGATION:
<br />FBG GLASSIFIGATION - BUSINESS (DENTAL OFFICE)
<br />LIFE SAFETY CODE GLASSIFIGATION - BUSINESS (DENTAL OFFICE)
<br />BUILDIN6 GONSTRUGTION:
<br />GONSTRUGTION TYPE: TYPE V-B
<br />SPRINKLERED: NO
<br />FIRE ALARM: NO
<br />TENANT AREA:
<br />4,3g0 50. FT. (GROSS SQUARE FOOTAGE)
<br />41125 50. FT. (NET SQUARE FOOTAGE)
<br />VICINITY PLAN
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<br />ARCHITECTURE
<br />ENGINEERING
<br />3680 Pleasant Hill Road
<br />Suite 200
<br />Duluth, Georgia 30096
<br />p 770.622.9858
<br />f 770.622.9535
<br />www.hilifoleyrossi.com
<br />© Copyright (as dated below).
<br />This drawing and all reproductions thereof are the
<br />property of Hill Foley Rossi & Associates, LLC.(IIFR).
<br />It is intended for the sole use of the project named
<br />hereon. Reproduction without the written consent of
<br />HFR is unlawful. All copies are to be returned to I-IFR
<br />upon project completion.
<br />Sealed:
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<br />0416/19 For Construction
<br />mk date issue
<br />Cover
<br />Sheet
<br />A001
<br />,J7UE NORTH
<br />HFR 18.945:AOS1
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