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ALUMINUM CAP - PAINT TO MATCH WALL STUCCO WALL SYSTEM ON 1 /2" GLASS -MAT GYPSUM WOOD NAILER SHEATHING ON METAL WALL AS REQUIRED PANELS METAL TRACK STUCCO WALL SYSTEM ON 1-112" EPS INSULATION BOARD 1/2" MIN GYPSUM BOARD (BOTH SIDES) ON 3 5/8"x20ga CORROSIVE -RESISTIVE METAL STUDS @ 16"oc FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON METAL PANEL FIBER CEMENT PANEL CLIP — AND FASTENER FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING SEALANT BOTH SIDES METAL TRACK ELEV 0' 0" FINISH FLOOR FINISH FLOOR ELEV 0'-0" D FINISH FLOOR 7777 7777, GYP. BOARD ON MTL. STUDS, 10'-0" HEIGHT \ PEMB ROOF PANELS TYP. PURLIN/GIRT. SPACING (5'-0" O.C.) PEMB PURLIN/GIRTS. METAL STUDS, ATTACHED TO PEMB PURLINS/GIRTS. CONTINUOUS DEFLECTION RUNNER 1 1 /2" = V-0" INSULATION BY GC, COMPRESSED AS REQ'D. FOR BLOCKING GALVANIZED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. C. :K. N TO ,BOVE .ABOVE" JRE BARD METAL STUDS @ 16" O.C. COLD FORMED FRAMING AT THE NS Ss PRE-ENGINEERED METAL PILASTERS TO BE BUILDING SYSTEM (BY PROVIDED BY GC AND PREFAB BUILDING TO BE DESIGNED, MANUFACTURER) SIGNED AND SEALED BY A STRUCTURAL SN' \S, ENGINEER LICENSED IN I I 1 1 /2" S HORZ MTL GIRT BY THE STATE OF FLORIDA I PEMB AND RETAINED BY GC. I FIBER CEMENT WALL PANEL NN ON 1 /2" FIRE RETARDANT I TREATED PLYWOOD ON METALSTUDS I I FIBER CEMENT PANEL CLIP FACE OF STEEL COLUMN AND FASTENER (BEYOND) I I FIBER CEMENT PANEL STARTER -NN TRACK NN ELEV 0' 0" 'FINISH FLOOR SS 1/2" GYPSUM BOARD ON METAL WALL PANEL TO 8'-0" \NS FIBER CEMENT PANEL ON 18GA a N HAT CHANNEL @ 12" O.C. ON FOUNDATION VINYL FACE INSULATION AS \NN R%, - — SCHEDULED BY GC FIBER CEMENT PANEL STARTER TRACK SN' SN FIBER CEMENT PANEL STARTER NNFLASHING Qzi • a a a ^a 4 4 ENLARGED WALL DETAIL 1 1 /2" = V-0" 3/4" 1 7 5/8" 1 4 3/4" 13 5/8" CORE -FILL 500 IN ALL NON-STRUCTURAL MASONRY CELLS, TYP @ PERIMETER — STUCCO WALL SYSTEM ON 8" SMOOTH FACE CMU 8" CMU WALL. REF. STRUCTURAL DRAWINGS FOR GROUTING AND REINF. STUCCO WALL SYSTEM ON 1 1 /2", 1-1/2" EPS INSULATION BOARD FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON CMU VERTICAL REINF (BEYOND) REF STRUCTURAL FIBER CEMENT PANEL CLIP AND FASTENER "BLOK-FLASH" BASE FLASHING SYSTEM FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING REF. CIVIL DRAWINGS---\ ELEV 0'-0" FINISH FLOOR z • FLOOR w/0.177"0 x1-7/16" P.A.F., a SHOT THRU A 1" 0 x 16GA. a HOLELESS WASHER \ a I � FULL HEIGHT PARTITION 2 EXTERIOR WALL AT CMU v a 0 ELEV -2'-0" � SIDEWALK REFER TO CIVIL DRAWINGS METAL STUDS @ 16" O.C. COLD FORMED 1 n r1 NOTE: PROVIDE FIBER CEMENT PANELS, HARDWARE AND ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS. FACE OF STEEL COLUMN (BEYOND) 1 /2" GYPSUM BOARD ON METAL WALL PANEL TO 8'-0" VINYL FACE INSULATION AS SCHEDULED BY GC FOUNDATION REFER TO STRUCTURAL SHEET FOR MORE INFORMATION ENLARGED WALL DETAIL@ PILASTER FRAMING AT THE PILASTERS TO BE FACE OF STEEL PROVIDED BY GC AND COLUMN (BEYOND) TO BE DESIGNED, tr SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN 1 /2" GYPSUM BOARD THE STATE OF FLORIDA ON INTERIOR METAL AND RETAINED BY GC. WALL LINER PANEL STUCCO WALL SYSTEM ON 1 /2" FIRE RETARDANT TREATED PLYWOOD SHEATHING ON METAL STUDS 3 5/8" METAL STUDS @ 16" O.C. STUCCO WALL SYSTEM ON 1 1 /2" 1-1/2" EPS INSULATION I I BOARD � I I I I \ I I I I I I FIBER CEMENT WALL PANEL I I ON 1 /2" FIRE RETARDANT TREATED PLYWOOD ON METAL STUDS FIBER CEMENT PANEL CLIP I AND FASTENER FIBER CEMENT PANEL SPACER FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING I REF. CIVIL DRAWINGS ELEV 0'-0" FINISH FLOOR 9 1 /2" COI 1 112 = 1'-0" FACE OF STEEL COLUMN (BEYOND) 1 /2" GYPSUM BOARD ON METAL WALL PANEL TO GENERAL NOTES: 1. CONTINUE WALL FINISH TO UNDERSIDE OF MTL DECK IN ROOMS WITHOUT CEILINGS. 2. ALL DIMENSIONS ARE FROM COLUMN REFERENCE LINE TO FACE OF PARTITION UNLESS OTHERWISE INDICATED. 3. N/A 4. COORDINATE ALL WALLS WITH MECHANICAL AND ELECTRICAL FOR CONCEALED PLUMBING, CONDUIT, RECESSED ITEMS AND OPENINGS. 5. PROVIDE BRACING AT ALL PLUMBING CHASES AND SIMILAR CONDITIONS. 6. PROVIDE 2X WOOD BLOCKING OR 16GA SHEET MTL AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FIXTURES AND CASEWORK. 7. ALL RATED WALLS TO HAVE 5/8" TYPE "X" GYPSUM WALL BOARD. 8. MTL RUNNER HEAD CHANNEL TO HAVE 2 1/2" LEGS AT ALL DEFLECTION HEAD DETAILS. DO NOT SECURE GYPSUM WALL BOARD OR MTL STUDS TO RUNNER LEG BUT USE THE SLIP CLIP INSTEAD. 9. ALL GYPSUM BOARD PARTITIONS TO HAVE MTL STUDS AT V-4" O.C. PROVIDE DEPTH, WIDTH AND GAUGE AS INDICATED. (SCHEDULE BELLOW IS FOR REFERENCE ONLY - VERIFY WITH WALL TYPE DETAIL) STUD SIZE GA. MAX. VERT. SPAN 3 5/8" 20 15.7 FT NON STRUCTURAL STUDS 22 14.11 FT NON STRUCTURAL STUDS 4" 20 16.9 FT NON STRUCTURAL STUDS 22 16.1 FT NON STRUCTURAL STUDS 6" 20 23.4 FT NON STRUCTURAL STUDS 22 22.4 FT NON STRUCTURAL STUDS 8" 20 31.6 FT STRUCTURAL STUDS NOTE: 1 . ALL 2 1 /2" MTL STUDS TO BE BRACED 4'-0" O.C. 2. PROVIDE 20GA STUDS BACK TO BACK AT ALL DOOR JAMBS. 10. N/A 1 1 . FILL VOID & DECK FLUTES WITH 10 PCF GLASS FIBER IN LIEU OF FIRE SAFING AT ALL NON -RATED CMU PARTITIONS. PROVIDE ACOUSTICAL SEALANT BETWEEN CMU & DECK (BOTH SIDES) AND PROVIDE 3/16" STEEL ANGLE 12. N/A 13. REFER TO FLOOR PLAN DRAWINGS FOR ALL FIRE RATED WALL LOCATIONS. 14. REFER TO FLOOR PLAN DRAWINGS FOR WALL AND PARTITION TYPE LOCATIONS. 15. EXPOSED INTERIOR CMU TO HAVE BULLNOSED CORNERS. 16. USE THE FOLLOWING TABLE FOR CMU MAXIMUM VERTICAL SPAN (SEE NOTE BELOW): CMU SIZE MAX. VERT. SPAN - INTERIOR WALLS NON -BEARING WALLS BEARING OR SHEAR WALLS 4" 12'-0" 6'-8" 6" 18'-0" 10'-0" 8" 24'-0" 13'-4" 101, 30'-0" 16'-8" 12" 36'-0" 20'-0" NOTE: EMPIRICAL MASONRY DESIGN IS DEPENDENT ON VARIALBLE FACTORS SUCH AS SOIL CONDITIONS IN SOUTHERN MICHIGAN, OHIO OR KENTUCKY, ETC. PER MASONRY CODE. CHECK WITH STRUCTURAL FOR REQUIRED MINIMUM REINFORCING. 17. N/A 18. REFER TO ROOM FINISH SCHEDULE FOR BASE AND WALL FINISHES. 1 /2" GYPSUM BOARD ON 3 5/8" METAL STUDS HORIZ METAL GIRT BY PEMB 3 5/8" METAL STUDS @ 16" O.C. VINYL FACE INSULATION AS SCHEDULED BY GC CORE -FILL 500 IN ALL NON-STRUCTURAL MASONRY CELLS, TYP @ PERIMETER 8" CMU WALL. REF. STRUCTURAL DRAWINGS FOR GROUTING AND REINF. z \ tY1 _ • a � 4 a a \� \ ENLARGED WALL DETAIL@ PILASTER 1 1 /2" = V-0" VERTICAL REINF (BEYOND) REF STRUCTURAL "BLOK-FLASH" BASE FLASHING SYSTEM COI 3 5/8" 7 5/8" n n n 1 1 /2" STUCCO WALL SYSTEM ON 8" SMOOTH FACE CMU STUCCO WALL SYSTEM ON 1-112" EPS INSULATION BOARD \ I SEALANT FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON CMU FIBER CEMENT PANEL CLIP AND FASTENER I I I I FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING ELEV 0'-0" z FINISH FLOOR �o a a Q 14 aQ EXTERIOR WALL @ BATHROOMS 1 1 /2" = V-0" CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 F P4 y®0 BENEDICTPOI.SINC4% 7 b. AR96059 0 2 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title WALL TYPES DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 A11