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1
<br />1V
<br />O
<br />DOOR SCHEDULE
<br />NO
<br />SIZE
<br />MATERIAL
<br />TYPE
<br />THRES
<br />FINISH
<br />HDWARE
<br />REMARKS
<br />WIDTH
<br />HEIGHT
<br />THK
<br />DOOR
<br />FRAME
<br />DOOR
<br />FRAME
<br />I
<br />PR 3'-O'
<br />7'-0"
<br />1Y4"
<br />N ALUM
<br />N ALUM
<br />B
<br />NONE
<br />N ALUM
<br />N ALUM
<br />AFIJK
<br />STOREFRONT DOOR
<br />2
<br />3'-O"
<br />7'-0"
<br />1%4'
<br />H MTL
<br />H MTL
<br />E
<br />NONE
<br />PAINT
<br />PAINT
<br />AFIJK
<br />EXISTING REAR METAL EXIT 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 E1,2
<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 101,
<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 & STOREFRONT ELEVATIONS
<br />READY ACCESS MODEL 600
<br />SINGLE PANEL SLIDING WINDOW o
<br />47.5"w X 43.5'h o
<br />CLEAR ANNODIZED
<br />MANUAL OPEN/SELF CLOSE
<br />3'-III/2' 0 3/4" SMASH AND GRAB
<br />IMPACT RATED GLAZING
<br />in
<br />-••-•--••-••-••-••--•-•-L 19'-0' L
<br />TYPE A TYPE B
<br />ALUMINUM AND GLASS ALUMINUM AND GLASS
<br />DRIVETHRU WINDOW STOREFRONT AND
<br />EXTERIOR DOOR
<br />L 12'-8" l
<br />TYPE C
<br />ALUMINUM AND GLASS
<br />STOREFRONT SYSTEM
<br />TYPE B
<br />ALUMINUM AND GLASS
<br />STOREFRONT AND
<br />EXTERIOR DOOR
<br />NOTES:
<br />0 o I. ALL NEW EXTERIOR
<br />0 o STOREFRONT TO BE
<br />o CLEAR ANNODIZED FINISH
<br />ti 2. ALL NEW DOOR AND
<br />WINDOW GLASS SHALL BE
<br />CATEGORY IISAFETY
<br />•_••-••_•,_•• ••-•_, GLAZING
<br />3. ALL STOREFRONT AND
<br />DOORS SHALL BE WIND
<br />TYPED TYPE E AND IMPACT RESISTANT
<br />ALUMINUM AND GLASS HOLLOW METAL DOOR IN
<br />STOREFRONT SYSTEM HOLLOW METAL FRAME
<br />1 '_.1. [TI 11 11 M1 HIT 11 L._ d_-1 III. I. _ Il '_!_ _ -1 11 ! C __. i___1 _ . I II 1
<br />130'-0"
<br />4'-0" � 3'-4" 60'-II/,' T-4" 21'-0'
<br />3'-4-
<br />19'-9"
<br />3
<br />'-A' II-91A.'
<br />I -
<br />CONCRETE
<br />SIDEWALK
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<br />D 1 III
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<br />,11
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<br />FOR FUTURE - SEE SHEET PI.I 114`��___ �1
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<br />D
<br />PLUMBING STUBBED-INJ
<br />PLUMBING STUBBED -IN
<br />FOR FUTURE - SEE SHEET PI.I
<br />FOR FUTURE - SEE SHEET PI.I
<br />A
<br />3
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<br />COVER
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<br />III DRIVE THRU WINDOW I I I I
<br />II I (!PLUMBING STUBBED -IN
<br />NO FLOOR SLAB IN
<br />I -4"
<br />I I FOR FUTURE -SEE SHEET PI.I
<br />I' -fill II I I
<br />THIS AREA
<br />1
<br />LL-� I_C-JI
<br />_
<br />.
<br />it A
<br />2-HR RATED TENANT `.
<br />SEPARATION PARTITION(--,
<br />'-8"
<br />B
<br />1' - 4'
<br />I
<br />I
<br />I
<br />I
<br />-
<br />D
<br />1
<br />-8"I
<br />5'-4" 19'-0" 10'-91/2' 12'-8' 5'-7" 6 12'- 8" 1.
<br />25'
<br />12'-8" 6 T-II'/ ' 12'-8° 3'-6-
<br />I'-4"
<br />0 0
<br />3'-4" I' -II
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<br />CO
<br />CRETE SID
<br />WALK
<br />N
<br />M
<br />tli
<br />Dietrich
<br />Maximum Allowable Wall Heights
<br />5 PSF 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 />11' 1"
<br />31/2"
<br />STN22
<br />16' 2"
<br />14' 8"
<br />12' 10"
<br />STE20
<br />17' 4"
<br />15, 8"
<br />13' 8"
<br />STN25
<br />1910,
<br />17' fill
<br />15, 6"
<br />51/2"
<br />STH22
<br />_
<br />23' 2"
<br />21' 1"
<br />18,541
<br />STE20
<br />24' 10"
<br />221611
<br />19, 8"
<br />STN25
<br />19' 6"
<br />17' 8"
<br />15, 6"
<br />5 1/2"'
<br />STH22
<br />23' 2"
<br />21' 1"
<br />18' 5"
<br />STE20
<br />24' 10"
<br />22' 6"
<br />19' 8"
<br />90' -8"
<br />WALL LEGEND
<br />8' CONCRETE MASONRY WALL
<br />INTERIOR EXPOSED - EXTERIOR FINISH W/ CEMENT PLASTER
<br />SEE DETAIL 3/AI.I
<br />8" CONCRETE MASONRY WALL
<br />--�B�
<br />INTERIOR EXPOSED - EXTERIOR FINISH W/ THINSET TILE
<br />v
<br />SEE DETAIL 4/AI.I
<br />8" CONCRETE MASONRY WALL
<br />INTERIOR EXPOSED - EXTERIOR FINISH W/ HARDIEPLANK SIDING
<br />v
<br />SEE DETAIL 4/AI.I
<br />p
<br />2-HOUR TENANT SEPARATION PARTITION, 6" METAL STUDS WITH
<br />2 LAYERS 5/8" TYPE "X' GYPSUM BOARD EACH SIDE SEE DETAILS
<br />I/AI,I, 2/AI.I, CONFORM TO METAL STUD SPAN TABLES DETAIL
<br />4/A2.1
<br />Design No. U412
<br />Nonbearing Wall Rating-2 HR.
<br />CEILING CEILINGLL� 7
<br />V
<br />1. Floor and Calling Runner —(Not Shown)-25 MSG (min) galy steel 1 in. high, return legs 1-5/
<br />8 in. wide (min), attached to floor and ceiling with fasteners 24 In. O.C.
<br />1A. As an alternate to Item 1 Ceiling Runner•-25 MSG min, gale steel, width to accommodate
<br />stud, with 3 or 4 In. legs offset at midpoint 1 In. to accommodate wall cladding thickness. At-
<br />tached to ceiling with fasteners spaces 24 In. OC. The wall cladding shall overlap wallboard
<br />1-1/4 in. min.
<br />Fin Trek Corp.
<br />2. Steel Studs-1-5/8 In. wide (mini, 1-1/4 in. legs, 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. Bette and Blankets'—lOptional —Mineral wool or glass fiber batty, partially or completely fill-
<br />ing stud cavity. Fasten each batt to wallboard base layer with a min 9/1a 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 (BZJ2) 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 screws spaced 24 in. O.C.
<br />along 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 steel screws spaced 24 in. O.C. along edges and center 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 steal 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 steel screws spaced 12 in. O.C. in the field, along the vertical edges, and to the floor
<br />and ceiling runners. Joints of screw -attached 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 studs with 1 in. Type S steel screws spaced
<br />24 In. O.C. along vertical edges and in the field. Outer layer attached to the studs over the In-
<br />ner layer with 1-5/8 in. long Type S steel screws spaced 12 in. OC In the field, along the ver-
<br />tical edges, and to the floor and calling runners. Outer layer secured to inner layer wallboard
<br />with 1.1/2 In. long Type G steel 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 costs of joint compound, and
<br />screwheads covered with min two costs of joint compound. As an alternate, nom 3/32 In.
<br />thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base.
<br />board. Joints reinforced.
<br />Boral Gypsum Ina —Type BG-C.
<br />Canadian Gypsum Co., Ltd. —Type C.
<br />Calotax Corp. —Type FRP or J. When Type J wallboard Is used, both layers of gyp.
<br />sum wallboard must be screw -attached to the steel studs and floor and ceiling
<br />runners with steel screws spaced maximum 12 in. OC at the joint edges and in
<br />the field (laminating adhesive optlonell.
<br />Continental Gypsum Company —Type CG-C.
<br />4_
<br />.1.
<br />THIN -SET TILE - SEE ELEVATIONS FOR
<br />PATTERNS AND COLORS
<br />8X8X16"STANDARD CONCRETE MASONRY
<br />UNITS - SEE STRUCTURAL DRAWINGS
<br />FOR VERTICAL AND HORIZONTAL
<br />INTERIOR SURFACE FINISH SHALL BE
<br />EXPOSED OR PAINTED PER PLAN
<br />TYPE B
<br />MASONRY WALL
<br />NOT TO SCALE
<br />THIN -SET TILE - SEE ELEVATIONS FOR
<br />PATTERNS AND COLORS
<br />8X8X16"STANDARD CONCRETE MASONRY
<br />UNITS - SEE STRUCTURAL DRAWINGS
<br />FOR VERTICAL AND HORIZONTAL
<br />INTERIOR SURFACE FINISH SHALL BE
<br />EXPOSED OR PAINTED PER PLAN
<br />40'-0"
<br />FLOOR PLAN
<br />8
<br />SCALE 1/8" = 1'-0"
<br />c
<br />00
<br />N
<br />00
<br />n
<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 GI.I
<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 />UL#U412
<br />2 LAYERS 5/8" TYPE "X' GYPSUM WALLBOARD EACH SIDE
<br />�3 1/2" GLASS FIBER SOUND
<br />ATTENTUATION BATTS
<br />�6" 20 GA METAL STUDS AT 16" ON CENTER
<br />WITH METAL STUD TOP AND BOTTOM TRACK
<br />SEE DETAIL 2/AI.I FOR UL "U465 INFORMATION
<br />2-HOUR RATED
<br />1 INTERIOR WALL
<br />1 NOT TO SCALE
<br />•
<br />3/4" CEMENT PASTER - PAINTED
<br />PROVIDE CONTROL JOINTS PER ELEVATIONS
<br />�-INTERIOR SURFACE FINISH SHALL BE
<br />EXPOSED OR PAINTED PER PLAN
<br />NON
<br />Revisions Date By
<br />Mark A. Jonnatti
<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.jarch.com
<br />in @jarch.com
<br />® Jonnatti Architecture
<br />Incorporated 2021
<br />OF' FL 0,9
<br />CD P�P'. JO/V, •,:y
<br />e
<br />�'. A 1 ti
<br />8/31/21
<br />ZEPHR
<br />RETAIL
<br />DEVELOPMENT
<br />US HWY 301
<br />GALL BLVD
<br />ZEPHYRHILLS
<br />FLORIDA
<br />33542
<br />FLOORPLAN
<br />(Draw7nMAJ
<br />Check
<br />MAJ
<br />Date
<br />AUG 18, 2021
<br />Scale
<br />AS NOTED
<br />job No
<br />ZEPHR RB
<br />Sheet:
<br />2-HOUR RATED TYPE C TYPE A
<br />6 STUD GAUGES r2 INTERIOR WALL r5 MASONRY WALL 3 MASONRY WALL
<br />'1. NOT TO SCALE 1• NOT TO SCALE \Al-V NOT TO SCALE 1• NOT TO SCALE
<br />Alel
<br />
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