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7050 Gall Blvd (103)
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7050 Gall Blvd (103)
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Last modified
2/3/2025 2:19:12 PM
Creation date
1/21/2025 3:41:08 PM
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Building Plans
Street #
7050
Location
Gall Blvd
Contractor
Berglund Construction
Building Plans - Permit #
Unknown
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2 <br />3 <br />4 <br />M <br />0 <br />A <br />CD, <br />T <br />DOOR AND FRAME SCHEDULE <br />MARK <br />ROOM <br />DOOR <br />FRAME <br />HARDWARE <br />SET <br />FIRE <br />RATING <br />NOTES <br />SIZE..___ <br />TYPE <br />DOOR <br />MATERIAL <br />FRAME MATERIAL <br />Frame. <br />Type <br />DETAIL <br />WIDTH <br />HEIGHT <br />,_.__r_.._____.___ <br />THICKNESS <br />HEAD <br />JAMB <br />SILL <br />278E <br />STORAGE <br />3' - 8" <br />7' - 0" <br />1 3/4" <br />D <br />HOLLOW METAL <br />HOLLOW METAL <br />A <br />8/A601 <br />7/A601 <br />6/A601 <br />2 <br />45 MIN. <br />NOA 17-0803.01 <br />279A <br />O.R. 8 <br />6' - 4" <br />T - 0" <br />1 3/4" <br />B <br />WOOD <br />HOLLOW METAL <br />B <br />5/A601 <br />4/A601 <br />3/A601 <br />3 <br />4'-0" X 2'-4" WIDE UNEVEN PAIR OF LEAFS <br />279B <br />O.R. 8 <br />3' - 0" <br />T - 0" <br />1 3/4" <br />D <br />WOOD <br />HOLLOW METAL <br />A <br />5/A601 <br />4/A601 <br />3/A601 <br />4 <br />281 <br />SUB STERILE <br />3' - 0" <br />T - 0"" <br />1 3/4" <br />D <br />WOOD <br />HOLLOW METAL <br />A <br />5/A601 <br />4/A601 <br />3/A601 <br />4 <br />283A <br />O.R. 9 <br />6" - 41" <br />7" - 0" <br />1 3/4" <br />B <br />WOOD <br />HOLLOW METAL <br />B <br />5/A601 <br />4/A601 <br />3/A601 <br />3 <br />4"-0'" X 2'-4'" WIDE UNEVEN PAIR OF LEAFS <br />283E <br />O.R. 9 <br />3' - 0" <br />T - 0" <br />1 3/4" <br />D <br />WOOD <br />HOLLOW METAL <br />A <br />5/A601 <br />4/A601 <br />3/A601 <br />4 <br />PER PARTITION <br />TYPE <br />3WB PARTITION, PER <br />CLAN <br />METAL FRAMING <br />3LOCKING AS NECESSARY <br />wAULK EACH SIDE <br />)OOR FRAME PER <br />)OOR SCHEDULE <br />___ .._.. DOOR PER DOOR <br />_-- VARIES SCHEDULE <br />. <br />TYP. DOOR HEAD <br />SCALE: 3" = V-0" <br />FACE OF WALL @ <br />INSIDE CORNER (U.N.O.) <br />^YP. BD. ON METAL FRAMING - <br />INISH AS SCHEDULED <br />OUBLE STUD @ JAMB <br />AINTED M.M. DOOR <br />RAME AS SCHEDULED <br />..,—A I.UD ANCHORS <br />(3 PER JAMB) <br />SCALE: 3" =1 "-0" <br />DOOR PER DOOR <br />SCHEDULE <br />z <br />.00R COVERING <br />3SCHEDULED <br />{ISTING SLAB <br />TYPICAL DOOR SILL <br />SCALE: 3" =1 "-0" <br />EXISTING <br />SHEATHING BOARD <br />EXISTING EIFS <br />SYSTEM <br />VAPOR RETARDER <br />FLASHING TAPE <br />BACKWRAP MESH, <br />THEN OVERLAP 2 <br />1/2" MIN. TYP. AT <br />SYSTEM RETURNS <br />EXTEND -- <br />FLASHING MIN OF <br />1/4" FROM FACE <br />OF WALL <br />PATCH & REINFORCE CUT <br />EDGE OF EXISTING EIFS <br />PER MFR GUIDELINES — <br />SEALANT AND <br />BACKER ROD <br />HOLLOW METAL <br />FRAME <br />r <br />- 6" METAL <br />STUDS -SEE <br />r— <br />STRUCTURAL <br />DETAIL ??? <br />GWB <br />` <br />CORNER <br />BEAD <br />DOOR HEAD - EIFS SYSTEM ON METAL STUD. <br />SCALE: 3" = V-0" <br />6" METAL <br />STUDS -SEE <br />STRUCTURAL <br />DETAIL ??? <br />GWB <br />CORNER <br />BEAD <br />DOOR <br />t) <br />SYSTEM <br />ON <br />FRAME.......,,. <br />CONC. <br />JAMB - <br />EIFS <br />SCALE: 3" =1 "-0" <br />-- DOOR SHOE <br />DOOR, SEE <br />SCHEDULE EXTRUDED ALUM. THRESHOLD <br />NON -TRACKING i SET IN SEALANT TO CONCEAL <br />EXPANSION % EXP. JT. <br />JOINT MATERIAL <br />1 /2" MAX <br />' CONCRETE SLABFLOOR FINISH, SEE SCHEDULE <br />-----.--_� � �,/ j' �._ <br />DOORSILL - EXTERIOR <br />SCALE: 3" =1 "-0" <br />1/4" GLAZING W/ 5/8" x 1 1/8" <br />INTEGRAL BLINDS REMOVABLE STOP <br />WINDOW JAMB <br />SCALE: 3" =1 "-0" <br />5/8" x 1 1/8" <br />REMOVABLE STOP <br />1/4" GLAZING <br />W/ INTEGRAL BLINDS <br />STUD TRACK <br />5/8" GYP. BD. ON <br />METAL FRAMING - <br />FINISH AS <br />SCHEDULED <br />WINDOW HEAD/SILL <br />SCALE: 3" =1 "-0" <br />TYPE TYPE A TYPE B <br />FRAME TYPES <br />I SCALE: 1/4 =1"-0" <br />Z CLIP AS REQ'D <br />SET NO.1 <br />3 HINGES <br />1 STOREROOM LOCKSET <br />1 WALL STOP <br />1 CLOSER <br />3 SILENCERS <br />S9T NO, 2 <br />ENTRANCE LOCKSET <br />HARDWARE PER NOA <br />1 TRAVEL LIMITER <br />SET NO.3 <br />6 OFFSET HINGES <br />1 HOSPITAL LATCHSET <br />1 PUSH PLATE (ON SMALL LEAF) <br />1ASTRAGAL <br />1 TOP FLUSH BOLT (ON SMALL LEAF) <br />SET NO,, 4 <br />3 HINGES <br />1 HOSPITAL LATCHSET <br />1 CLOSER <br />3 SILENCERS <br />1/4" TEMPERED <br />5' - 5 1/2" GLAZING WITH <br />INTEGRAL BLINDS <br />CV ._ IM <br />�i <br />04 <br />WINDOW TYPES <br />SCALE: 1/4" = V-0" <br />1. ALL FLOORING MATERIAL CHANGES TO OCCUR AT THE <br />CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE. <br />2.ALL INTERIOR SOFFITS DESIGNATED AS "GWB" SHALL BE <br />PAINTED WITH THE ADJACENT WALL COLOR, UNLESS <br />OTHERWISE NOTED. <br />4.ALL ELECTRICAL PANELS, ACCESS PANELS, <br />ELECTRICAL OUTLET STRIPS AND FIRE EXTINGUISHER <br />CABINETS SHALL BE FACTORY PRIMED AND FIELD PAINTED <br />TO MATCH ADJACENT WALL COLOR. <br />5.PLASTIC LAMINATE SHALL RUN IN A VERTICAL <br />DIRECTION, UNLESS OTHERWISE NOTED ON <br />CASEWORK DETAILS. <br />6.ALL PLASTIC ELECTRICAL SWITCH AND OUTLET COVERS <br />SHALL MATCH BUILDING STANDARD. <br />7.PRIOR TO FLOORING INSTALLATION TEST CONCRETE SLAB <br />FOR MOISTURE CONTENT BASED ON MANUFACTURERS <br />RECOMMENDATIONS. <br />8.USE APPROPRIATE FLAME AND SMOKE CODES AND <br />STANDARDS RATING REQUIREMENTS FOR FINISHES. USE <br />LOCAL VOC REQUIREMENTS FOR PAINTINGS AND COATINGS <br />10.MOISTURE TESTS ARE REQUIRED ON ALL CONCRETE <br />SUBFLOORS PRIOR TO INSTALLATION. ALKALINITY IS <br />RECOMMENDED FOR TESTING BY USING A PH TEST. THE <br />INSTALLATION MUST NOT CONTINUE IF TEST RESULTS <br />EXCEED THE LIMITATION. <br />11. DRI TAC 7100 ECO DRIBLOCK TO BE USED IF MOISTURE <br />TESTS EXCEED THE LIMITATION. TWO COATS TO BE APPLIED <br />TO ACHIEVE A 90% RH. <br />12.TO PREVENT WARPING, SHRINKING, OR SWELLING OF <br />MATIERAL DURING OR AFTER INSTALLATION, ALL FLOORING <br />MATERIALS ARE REQUIRED TO BE ACCLIMATIZED TO THE <br />SPACE IN WHICH IT WILL BE INSTALLED FOR A MINIMUM 48 <br />HOURS PRIOR TO INSTALLATION. <br />13.ALL CONSTRUCTION TRAFFIC PATTERNS NEED TO BE <br />IMMEDIATELY PROTECTED ON ALL FLOORING SURFACES <br />AFTER INSTALLATION. 1/8" MASONITE IS REQUIRED UNTIL <br />PROJECT COMPLETION/FINAL CLEANING. <br />14.ALL SUBSTRATES TO BE PREPARED PRIOR TO <br />INSTALLATION OF FLOORING PER MANUFACTURERS <br />RECOMMENDATION TO ENSURE ADHESION OF RESILIENT <br />PRODUCTS. <br />15.CONTINUOUS ROLLS OF RESILIENT WALL BASE ARE <br />REQUIRED UNLESS OTHERWISE NOTED, <br />16.ALL WALL BASE TO BE INSTALLED IN LENGTHS AS LONG <br />AS FEASIBLE WITHOUT GAPS AT SEAMS. TOP OF BASE TO <br />ALIGN WITH ADJACENT PIECE. <br />17.FLOORING TO EXTEND UNDER TOE KICK OF BASE. <br />18.PROVIDE FLOOR LEVELING COMPOUND BELOW ALL <br />FLOOR FINISHES. <br />1. WHERE REQUIRED, PROVIDE CARD ACCESS WITH <br />ELECTROMAGNETIC SECURITY DEVICE IN DIRECTION OF <br />OPPOSITE FIRE EGRESS ONLY. EGRESS SIDE TO ALWAYS BE <br />UNLOCKED. CARD READER TO RELEASE ELECTRIC STRIKE. <br />2. G.C. SHALL COORDINATE ALL DOOR HARDWARE AND <br />ACCESS CONTROL FEATURES WITH OWNER, SECURITY <br />VENDOR, AND BUILDING MANAGER.ADDITIONAL WORK MAY <br />BE REQUIRED BY THE OWNER AND SECURITY VENDOR AT <br />NON-SCHEDULED DOORS IN EXISTING COMMON BUILDING <br />AREAS. <br />3. G.C. SHALL COORDINATE WITH OWNER AND BUILDING <br />MANAGER PRIOR TO MODIFICATIONS AT EXISTING DOORS OR <br />HARDWARE OF EXISTING COMMON BUILDING AREAS. <br />4. G.C. SHALL ENSURE ALL HARDWARE SETS, EXIT DOORS, <br />EXIT ACCESS DOORS AND ACCESS CONTROL ASSEMBLIES <br />COMPLY WITH APPLICABLE BUILDING, MUNICIPAL, AND FIRE <br />CODES. <br />A.S. SCHFn AS Sr:HFD AS Sr:Hl-In AS SrWn <br />,I— <br />A B <br />SOLID CORE WOOD PAIR DOORS <br />SOLID CORE WOOD <br />DOOR TYPES <br />SCALE: 1/4" = V-0" <br />C D <br />HOLLOW METAL DOOR FLUSH <br />INSULATED CORE W/ VIEWLITE <br />301 E. Pine Street, Suite 350 <br />Orlando, Florida 32801 <br />407-893-5800 Fax 407-264-6624 <br />www.rsandh.com <br />FL Cert. Nos. AAC001886 * IB26000956 <br />5620 * LCC000210 * GB238 <br />TLCENGINEERIN <br />I SOLUTION <br />PROJECT TITLE: <br />AdventHealth - ZEPHYRHILLS <br />OPERATING ROOMS 8 & 9 BUILD <br />OUT <br />Advent Health <br />PROJECT ADDRESS: <br />7050 GALL BLVD, <br />ZEPHYRHILLS, FL, 33541 <br />'�Q► W TYL /� r <br />9�C o <br />T <br />AR 99970 <br />Uj <br />f ED ERG z <br />11:10 <br />I-- <br />U <br />W <br />O <br />SIGNATURE I% <br />CL <br />% <br />DATE iD <br />0 <br />O <br />0 <br />REVISIONS z <br />w <br />NO. DESCRIPTION DATE (Jy <br />DATE ISSUED: 12/11/2019 <br />REVIEWED BY: ML <br />DRAWN BY: TH <br />DESIGNED BY: MW <br />PROJECT NUMBER: <br />504-0253-000 <br />0 2019 RS&H, INC. <br />SHEET TITLE: <br />DOOR SCHEDULE AND <br />FINISH LEGEND <br />SHEET ID: <br />BLDG. ID <br />A601 <br />PROJECT STATUS: <br />CONSTRUCTION <br />DOCUMENTS <br />si <br />Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the <br />expressed written consent of this corporation is prohibited. All rights reserved. <br />3" SCALE 611am <br />1' <br />1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE T n 1A11 ' <br />1/4" SCALE 4' 0 2' 4' 81 <br />1/8" SCALE 8' 0 4' 16' <br />
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