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6603 Gall Blvd
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Last modified
3/21/2025 2:12:09 PM
Creation date
2/19/2025 8:25:21 AM
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Building Plans
Street #
6603
Location
Gall Blvd
Contractor
SL2 Consulting
Building Plans - Permit #
3675
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f <br />PAINT ROOM WITH <br />EPDXY PAINT <br />(SCRUBABLE) <br />12'XI2' VINYL TILE FLOOR <br />AND 4' VINYL COVE BASE <br />5 TIOLET ROOM <br />1 SCALE 1/4' = 1'-0' <br />O <br />DOOR SCHEDULE <br />NO <br />SIZE <br />MATERIAL <br />TYPE <br />THRES <br />FWSH <br />HDWARE <br />REMARKS <br />WIDTH <br />HEIGHT <br />THK <br />DOOR <br />FRAME <br />DOOR <br />FRAME <br />I <br />EXISTG <br />EXISTING DOOR <br />2 <br />3'-0. <br />7'-0' <br />1Y4' <br />SC WD <br />H MTL <br />A <br />NONE <br />STAIN <br />PAINT <br />OH <br />TOILET ROOM DOOR <br />DOOR <br />SCHEDULE NOTES <br />I. <br />PROVIDE ALL NEW HARDWARE AS INDICATED ON SCHEDULE. DOOR HARDWARE SHALL BE ADA APPROVED LEVER TYPE, COMMERCIAL GRADE <br />WITH BRUSHED NICKEL FINISH AND SHALL INCLUDE ALL HINGES, STOPS, SILENCERS, KICK PLATES AS NECESSARY AND AS PER STANDARD <br />ACCEPTABLE PRACTICE. <br />2. <br />ALL NEW INTERIOR DOORS SHALL BE SOLID CORE. BIRCH VENEER FLUSH COMMERCIAL DOORS WITH STAINED FINISH PER FINISH SELECTIONS <br />3. <br />PROVIDE THE FOLLOWING MAXIMUM PULLING/PUSHING RESISTANCE ON ALL DOORS: EXTERIOR HINGED DOORS = 8.5LB. INTERIOR HINGED <br />DOORS = 5.OLB. SLIDING OR FOLDING DOORS = 5.OLB. <br />4. <br />IF A DOOR HAS A CLOSER. THE SWEEP PERIOD OF THIS CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 <br />DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3' FROM THE LATCH, MEASURED TO THE LEADING EDGE <br />OF THE DOOR. <br />5. <br />ALL DOOR GLAZING AND GLAZING WITHIN 48' OF A DOOR SHALL BE CATEGORY II SAFETY GLASS. <br />6. <br />NEW EXTERIOR DOORS SHALL BE WIND RESISTANT, SEE SHEET GI.2 FOR FLORIDA PRODUCT APPROVAL INFORMATION <br />7. <br />GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF OWNER'S SUPPLIED SECURITY HARDWARE SEE SHEET EI.2 <br />8. <br />DOOR MANUFACTURER TO INSTALL ELECTRIC STRIKES <br />9. <br />PROVIDE FROSTED/OBSCURE GLASS IN INTERIOR DOORS AS SHOWN <br />10. <br />KEYED LOCKS SHALL MEET THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 101:37.2.2.2.2 AND 101-7.2.1.5.5. <br />11. <br />INVENTORY ROOM DOOR SHALL HAVE 3 DEAD BOLTS. (1) AT LATCH. (1) 12' FROM TOP OF DOOR. (1) 12' FROM BOTTOM OF DOOR <br />12. <br />THE RELEASING MECHANISM OF ALL DOORS SHALL OPEN THE DOORS WITH NOT MORE THAN ONE RELEASING OPERATION PER NFPA IOt. <br />SECTION 7.2.1.5.10.2 (2018 EDITION) <br />DOOR HARDWARE <br />MATERIALS/FINISHES <br />A <br />ENTRY LOCKSET <br />AL/GL <br />ALUMINUM AND GLASS <br />B <br />STOREROOM LOCKSET <br />ALUM <br />ALUMINUM <br />C <br />OFFICE LOCKSET <br />H MTL <br />HOLLOW METAL <br />D <br />PRIVACY LOCKSET <br />N ALUM <br />NATURAL FINISH ALUMINUM <br />E <br />24' X 24' LOUVER <br />BR AL <br />DARK BRONZE FINISH ALUMINUM <br />F <br />DOOR CLOSER <br />SC WD <br />SOLID CORE WHITE OAK CROWN CUT WOOD VENEER <br />G <br />PASSAGE SET <br />PAINT <br />FIELD PAINTED FINISH <br />H <br />STAINLESS STEEL KICK PLATE (EXIT SIDE) <br />STAIN <br />FACTORY STAINED FINISH <br />I <br />AUTOMATIC DOOR OPENER <br />SPECIAL <br />SPECIALTY DOOR TYPE AND FINISH <br />J <br />WEATHERSTRIPPING <br />BY MNF <br />DOOR HARDWARE BY DOOR MANUFACTURER <br />K <br />PANIC DEVICE <br />DOOR ELEVATIONS <br />0 <br />N <br />SS KICK <br />WHERE <br />SCHEDULED <br />3'-0' <br />TYPE A <br />SOLID CORE WOOD <br />VENEER DOOR IN <br />HOLLOW METAL FRAME <br />TOILET ACCESSORY SCHEDULE <br />MARK <br />DESCRIPTION <br />MANUFACTURER/MODEL <br />REMARKS <br />Q <br />TOILET TISSUE DISPENSER <br />BOBRICK "B-2888 - STAINLESS STEEL <br />SURFACE MOUNT ROLL DISPENSER <br />AT EACH TOILET STALL <br />gQ <br />GRAB BARS <br />36' BAR - DELTA 41136-SS - STAINLESS STEEL <br />36' AND 24' LONG BARS AT EACH TOILET <br />42' BAR - DELTA 41I42-SS - STAINLESS STEEL <br />CONCEALED MOUNTING SCREWS <br />Q <br />WALL MIRROR <br />AT CONTRACTOR'S OPTION <br />18' W X 30' H MINIMUM <br />INSTALL PER ADA REQUIREMENTS <br />Qp <br />SOAP DISPENSER <br />BOBRICK B-2111- STAINLESS STEEL <br />SURFACE MOUNTED DISPENSER <br />AT EACH LAVATORY <br />10 50'-0' <br />II-91A, 3'-4' 19'-9. 3'-4' II-91/2' <br />O I EXISTG <br />a� r P NEL A <br />r II <br />2 N i <br />�I <br />- - <br />I IA <br />I - - - I PLUMBING STUBBED -IN <br />g'-11/2 ' FOR FUTURE - SEE SHEET PI.I <br />i I •-. I I �� I� <br />• D I (\ i I N I (\ i) I� <br />. I I re) { I w <br />• I �ii { ail o: <br />010 18'-0' <br />DOC M <br />!NO FLOOR SLAB IN <br />THIS AREA <br />' SUITE 6603 <br />1,000 SO FT NEW <br />• 2-HR RATED TENANT <br />SEPARATION PARTITION <br />EXISTING <br />1 2-HR RATED TENANT <br />SEPARATION PARTITION 1 <br />I <br />1 j <br />• I <br />7'-2. I <br />• D 1 <br />C I <br />. 1 <br />� � I <br />25'-5 1/2 ' 23'-10 1/2 ' <br />a <br />EXISTG <br />O 1 O I <br />WALL LEGEND <br />EXISTING MASONRY WALL INSULATE AND PROVIDE 1/2' <br />A INTERIOR GYPSUM BOARD WALL FINISH PER DETAIL 2/AI.I <br />Dietrich <br />Maximum Allowable Wall Heights <br />5 PSIF Live Load <br />MEMBER STUD SPACING <br />Size <br />Gauge <br />12 <br />16 <br />24 <br />STN25 <br />14, 0" <br />12' 8" <br />111111 <br />31/2" <br />STN22 <br />16' 211 <br />14' 8'1 <br />12' 10" <br />STE20 <br />17' 4" <br />15, 8" <br />13' 8" <br />STN25 <br />19, 6" <br />17'8" <br />15' 6" <br />51/2" <br />STH22 <br />73' 2" <br />21' 1" <br />18, 5" <br />STE20 <br />24' 10" <br />22' 6" <br />19, 8" <br />STN25 <br />1910, <br />17"811 <br />15, 6" <br />51/2" <br />STH22 <br />1 2312" <br />21' 111 <br />1 STE20 1 24' 10" 1 22' 6" 1 IT F' _/ <br />4 STUD GAUGES <br />1 NOT TO SCALE <br />• <br />3 5/8' METAL STUDS WITH 1/2' GYPSUM BOARD EACH SIDE <br />SEE DETAILS I/A2.1. 2/A2.1. CONFORM TO METAL STUD SPAN <br />TABLES DETAIL 4/A2.1 <br />NEW 2-HOUR TENANT SEPARATION PARTITION <br />EXISTING 2-HOUR TENANT SEPARATION PARTITION <br />Design No. U412 <br />Nonbearing Wall Rating-2 HR. <br />CEILING CEILING <br />1. Fkxx and Calling Runner —{Not Shown}-25 MSG (min) gals steel t in. high, return logo 1-5/ <br />8 in. wide (min), attached to floor and ceiling with fasteners 24 In. O.C. <br />IA. As an alternate to Item 1 Coiling Runner'-25 MSG min, gaiv steel, width to accommodate <br />stud, with 3 or 4 in. loge offset at midpoint 1 in. to accommodate wall cladding thickness. At- <br />tached to coiling with fasteners spaces 24 In. OC. The well cladding shall overlap wallboard <br />1-1/4 in, min. <br />Fire Trek Corp. <br />2. Staoi Studs—l-5/8 In. wide (minl, 1-1/4 In. lags, 1/4 In. return, formed of 25 MSG (min) gals <br />steel max stud spacing 24 In. O.C. Studs to be cut 3/4 In. less than assembly height. <br />3. Batts and Blankets'--10ptionslF--Mineral wool or glass fiber bans, partially or completely fill- <br />ing stud cavity. Fasten each ban to wallboard base layer with a min 9/18 in. long staple. Use <br />five staples for each 4 ft long piece. Drive one staple in the center of each piece and a staple <br />at each comer, approx 3 In. from edges. <br />See Batts and Blankets (BZJZ) category for names of manufacturers. <br />4. Wallboard• Gypsum'-1/2 In. thick, Wallboard applied vertically in two layers. (Laminated <br />System) Inner layer attached to studs with 1 in. long Type S steel ocrewo spaced 24 In. O.C. <br />Wong vertical edges and 24 In. O.C. in the field. Outer layer laminated to Inner layer with joint <br />compound, applied with a notched spreader producing continuous beads of compound about <br />3/8 in. in diameter, spaced not greater than 2 In. O.C. Joints of laminated outer layer offset <br />12 in. from Inner layer joints. Outer layer wallboard attached to Inner layer with 1-1/2 in. long <br />Type G stool screws spaced 24 In. O.C. along edges and comer line of each sheet <br />Optional, (Direct Attached System) Wallboard applied vertically in two layers. Inner layer at- <br />tached to etude with 1 in. long Type S steel screws spaced 24 in. O.C, In the field and along <br />the vertical edges. Outer layer attached to the studs over the Inner layer with 1-5/8 in. long <br />Type S stool screws spaced 12 In. O.C. in the field, along the vertical edges, and to the floor <br />and ceiling runners. Joints of screw-stlechod outer layer offset from Inner layer Joints. <br />Optional, (Direct Attached System) Inner layer wallboard applied vertically, outer layer wall• <br />board applied horizontally. Inner layer attached to etude with 1 In. Type S stool screws spaced <br />24 In. O.C. along vertical edges and In the field. Outer layer attached to the etude over the In- <br />ner layer with 1.5/8 in. long Type S stool screws spaced 12 In. OC in the field, &long the ver- <br />tical edges, and to the floor and ceiling runners. Outer layer secured to Inner layer wallboard <br />with 1.1/2 In. long Type G stool screws located midway between studs and 1 In. from the <br />horizontal joint <br />Outer layer wallboard joints covered with joint tape and min two coots of joint compound, and <br />screwhoads covered with min two costs of Joint compound As an sksrnate, nom 3/32 in. <br />thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base- <br />board. Joints rolMorced. <br />Boral Gypsum Inc. —Type BG-C. <br />Consdlen Gypsum Co.. Ltd. —Type C. <br />Calobx Corp. —Type FRP or J. When Type J wallboard Is used, both layers of gyp- <br />sum wallboard must be screw-attachad to the stool studs and floor and coiling <br />runners with steel scram spaced maximum 12 in. OC at the joint edges and in <br />the field (laminating adhesive optional). <br />Continattal Gypsum Company —Type CG-C. <br />2-HOUR RATED <br />3 INTERIOR WALL <br />1 NOT TO SCALE <br />• <br />FLOOR PLAN <br />w <br />SCALE 1/8" = 1'-0" <br />FLOOR PLAN NOTES: <br />I. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON ALL DRAWINGS AND NOTIFY ARCHITECT IF <br />DISCREPANCIES EXIST PRIOR TO COMMENCING CONSTRUCTION <br />2. CONFORM TO ALL APPLICABLE CODES LISTED ON SHEET G1.1 <br />3. ADDRESS NUMBERS SHALL BE POSTED ON THE STRUCTURE. NUMBERS SHALL BE A MINIMUM OF 3' <br />IN HEIGHT AND SHALL BE POSTED DIRECTLY ABOVE OR TO THE SIDE OF ALL EXTERIOR DOORS. <br />4. PROVIDE FLOOR AND WALL FINISHES AND COLORS PER TENANT <br />UL#U412 <br />2 LAYERS 5/8' TYPE 'X' GYPSUM WALLBOARD EACH SIDE <br />�-3 I/2' GLASS FIBER SOUND <br />A T TCk1TI I A T1^K1 O A TTC <br />'--6' 20 GA METAL STUDS AT 16' ON CENTER <br />WITH METAL STUD TOP AND BOTTOM TRACK <br />SEE DETAIL 3/AI.I FOR UL •U465 INFORMATION <br />2-HOUR RATED <br />Koi INTERIOR WALL <br />1• NOT TO SCALE <br />WHERE EXISTING EXTERIOR WALL IS UNFINISHED <br />INSTALL 1/2' GYPSUM BOARD OVER 3/4. 25 <br />GA METAL FURRING AT 16' ON CENTER AND <br />3/4'R-MAX BOARD UP TO ROOF DECK <br />oo00000000 <br />\--EXISTING EXTERIOR 8' CONCRETE MASONRY UNITS <br />OPTIONALLY FIFOIL VR PLUS INSULATION MAY BE USED AT EXTERIOR WALLS <br />2 EXTERIOR WALL <br />1 NOT TO SCALE <br />• <br />Revisions Date Bmonoy <br />Mark A. onnatti <br />Florida AR 0010778 <br />JONNATTI <br />ARCHITECTURE <br />INCORPORATED <br />21021 US Highway 19 N <br />Clearwater, Florida 33765 <br />(727) 725-ARCH <br />(727) 725-2603 fx <br />www. jarckcom <br />info@jarckcom <br />® jonnatti Architecture <br />Incorporated 2022 <br />e OF FLO <br />C�: N. UCN�,9' .y <br />.� k <br />g J171 � :1, <br />2 /s/22 <br />ZEPHR <br />RETAIL <br />DEVELOPMENT <br />DOC MJ <br />SUITE 6603 <br />US HWY 301 <br />GALL BLVD <br />ZEPHYRHILLS <br />FLORIDA <br />33542 <br />FLOORPLAN <br />Drawn <br />MAJ <br />Check <br />MAJ <br />Date <br />JAN 18, 2022 <br />Scale <br />AS NOTED <br />Job No <br />ZEPHR RB <br />Sheet <br />A1011 <br />
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