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D <br />1 WALL SECTION <br />GYPSUM WALL BOARD <br />(BEYOND) <br />EXTRUDED ALUM SILL <br />W/ INTEGRAL <br />FLASHING AND WATER <br />DAM <br />AT SIDES TYP <br />BACKER ROD AND <br />SEALANT EA SIDE <br />CONCRETE SLAB ON <br />VAPOR BARRIER <br />W <br />a <br />a <br />In xn <br />4 <br />51„ 41„ <br />4 2 <br />GLAZING FINISH AS EXTRUDED ALUM JAMB <br />SCHEDULED ON A2 W/ INTEGRAL <br />ELEVATIONS FLASHING AND WATER <br />I <br />FIBER CEMENT PANELS DAM <br />(BEYOND) AT SIDES TYP <br />' <br />1 /4" DIA WEEP 1/2" GYPSUM WALL BOARD <br />I <br />HOLES @ 36" O.C. ON METAL LINER PANEL. <br />I <br />SHIM AS REQUIRED <br />FINISHED F1_00� <br />ELEV = 0'-0' <br />4 aN <br />CONT. METAL SILL <br />FLASHING AND DRIP EDGE <br />COLOR TO MATCH SW <br />p <br />#6032 "DUTCH COCOA" BACKER ROD AND <br />SEALANT EA SIDE <br />Q <br />FIBER CEMENT PANELS ON <br />a <br />18GA 7/8" HAT CHANNELS 1/2" GYPSUM WALL BOARD <br />ON EDGE OF FOUNDATION ON METAL LINER PANEL. <br />n <br />5 GLAZING SILL DETAIL <br />Scale. 1 1/2 - 1-0 <br />2 WALL SECTION <br />PEMB MANUFACTURER IS <br />TO INDICATE ALL <br />STRUCTURAL FRAMING, <br />METAL PANELS, AND TRIM. <br />GLAZING FINISH AS <br />SCHEDULED ON A2 <br />ELEVATIONS <br />METAL SHIM AS <br />REQUIRED <br />CONT. METAL FLASHING <br />AND DRIP EDGE COLOR TO <br />MATCH SW #6032 "DUTCH <br />COCOA" <br />STUCCO WALL SYSTEM ON <br />1/2" GLASS -MAT GYPSUM <br />SHEATHING ON PEMB METAL <br />WALL PANEL <br />PEMB JAMB CHANNEL <br />FRAMING SYSTEM (BY PEMB) <br />INSULATION BY GC. SEE A3 <br />SECTIONS FOR PERFORMANCE <br />REQUIREMENTS <br />V <br />PEMB MANUFACTURER IS <br />54" 42" TO INDICATE ALL <br />STRUCTURAL FRAMING, <br />METAL PANELS, AND TRIM. <br />6 GLAZING JAMB DETAIL <br />Scale. 1 1/2 — 1-0 <br />1/2" GYPSUM WALL BOARD <br />ON METAL LINER PANEL. <br />BACKER ROD AND <br />SEALANT EA SIDE <br />EXTRUDED ALUM HEAD <br />W/ INTEGRAL FLASHING <br />AND WATER DAM <br />AT SIDES TYP <br />GYPSUM WALL BOARD <br />(BEYOND) <br />PEMB COLUMN <br />(BEYOND) <br />51„ 41„ <br />4 2 <br />4 GLAZING HEAD DETAIL <br />INSULATION BY GC. SEE A3 <br />SECTIONS FOR PERFORMANCE <br />REQUIREMENTS <br />PEMB HEADER CHANNEL <br />FRAMING SYSTEM (BY PEMB) <br />STUCCO WALL SYSTEM ON <br />1 /2" GLASS -MAT GYPSUM <br />SHEATHING ON PEMB METAL <br />WALL PANEL <br />T.O. _WINDOW <br />ELEV = 9'-6" <br />CONT. METAL FLASHING <br />AND DRIP EDGE <br />SHIM AS REQUIRED <br />GLAZING FINISH AS <br />SCHEDULED ON A2 <br />ELEVATIONS <br />PEMB MANUFACTURER IS <br />TO INDICATE ALL <br />STRUCTURAL FRAMING, <br />METAL PANELS, AND TRIM. <br />GC TO COORDINATE AND <br />PROVIDE WINDOW FRAME <br />ATTACHMENT TO PEMB <br />STRUCTURE <br />PEMB WALL 1/2"3/4" <br />I � I <br />Imo_ I <br />I <br />I I <br />I � <br />VINYL FACE INSULATION AS <br />SCHEDULED BY PEMB ' <br />40 <br />STEEL CHANNEL BY PEMB. REF. <br />STRUCTURAL DRAWINGS FOR �� 2" <br />ATTACHMENT TO WALL. ,_T <br />—------- ----- <br />I <br />� I <br />I I <br />II I <br />I I <br />I'� I <br />I I , <br />1� /T <br />I I <br />I I , <br />° <br />ZX <br />X X <br />A X <br />>< <br />I <br />I I <br />�I I <br />C <br />I I <br />I I <br />4 I <br />I I - <br />�� I <br />I I <br />�I <br />7 5/8" /4' 3 7/8" <br />DETAIL 1'-0 3/8" <br />3 Scale: 3" = V-0" <br />T.O.S. <br />10'-10" AFF <br />T.O. MASONARY <br />1 U-8" AFF <br />STRUCTURAL CHANNEL W/ <br />CLIP ANGLES - REF. <br />STRUCTURAL DRAWINGS <br />FIRE RETARDANT <br />TREATED PLYWOOD <br />SHEATHING <br />WEATHER BARRIER <br />EPS INSULATION BOARD <br />KEYED NOTES <br />PRE-ENGINEERED METAL BUILDING SYSTEM <br />(BY PREFAB BUILDING MANUFACTURER) <br />MINIMUM R-19 VINYL BACKED INSULATION + R-11 <br />LINER SYSTEM WITH R-5 THERMAL BLOCKS AT <br />EACH PURLIN (BY GC). INSULATION TO BE PULLED <br />TIGHT. <br />STANDING SEAM METAL ROOF - GALVALUME FINISH <br />(BY PREFAB BUILDING MANUFACTURER) <br />ROOF MOUNTED HVAC UNIT <br />(REF MECHANICAL) <br />INSULATION TO MEET THE REQUIREMENTS CALLED <br />OUT IN TABLE C402.1.3 IN THE 2020 FLORIDA ENERGY <br />CONSERVATION CODE. REFERENCE THE DESIGN <br />VALUES ON THE CODE REQUIREMENT CHART ON <br />SHEET A3a. (BY GC). <br />METAL BUILDING GIRT (BY PEMB). <br />�7 VERTICAL METAL LINER PANELS. <br />1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT <br />INSULATION. METAL LINER PANELS TO DECK ABOVE; <br />GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED. <br />PRE -FINISHED DOWNSPOUT & GUTTER <br />(BY GC) <br />l o GC SHALL COORDINATE WITH PRE-ENGINEERED <br />METAL BUILDING MANUFACTURER AND PROVIDE <br />ALL METAL CLOSURE, SEALANT, AND CAULKING <br />TO WATERTIGHT FINISH. INCLUDING ALL ROOF <br />SCUPPER LOCATIONS. <br />11 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING <br />(ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE <br />WEATHERTIGHT SEAL AT HORIZONTAL PARAPET <br />PENETRATION. CONTRACTOR RESPONSIBLE FOR <br />INSTALLATION OF CONDUIT. <br />12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x2Oga MTL <br />STUDS TO U/S STRUCTURE ABOVE <br />1 3 ADA COMPLIANT DRINKING FOUNTAIN, <br />REFER TO PLUMBING. <br />14 CABLE TRAY SYSTEM (REF SHEET A9) <br />1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT. <br />TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE <br />WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE <br />BETWEEN FACE OF COLUMNS ON SALES FLOOR. <br />16 CONC SLAB ON VINYL VAPOR BARRIER <br />(REF STRUCTURAL) <br />❑STOREFRONT SYSTEM AS SCHEDULED - COORDINATE <br />1 WITH FLORIDA PRODUCT APPROVAL INSTALLATION <br />GUIDELINES (REF SHEET A5) <br />18 UNDISTURBED EARTH AND COMPACTED SUB GRADE <br />(REF STRUCTURAL AND GEOTECH REPORT) <br />19 PRE -FINISHED METAL SOFFIT (BY PEMB). <br />20 PRE -FINISHED METAL WALL PANELS (BY PEMB) <br />PROVIDE TAMPER RESISTANT FASTENERS 8'-0" AFF <br />AND BELOW. <br />21 PREPARED GRANNULAR FILL (REF STRUCTURAL) <br />zz REINFORCED CONCRETE FOOTING <br />(REF STRUCTURAL) <br />23 PREFINISHED METAL COPING BY PEMB (COORDINATE <br />PROFILE W/ CORNICE AND PILASTER LOCATIONS) <br />24 EXTERIOR BUILDING SIGN (BY DOLLAR GENERAL) <br />ZS FINISH GRADE AT EXTERIOR WALLS SHALL BE A <br />MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL <br />PAVED AREAS AND A MINIMUM OF 6" BELOW <br />FINISHED FLOOR AT ALL NON PAVED AREAS. (REF <br />CIVIL DRAWINGS) <br />26 UNDER SOFFIT LIGHTING (REF ELECTRICAL) <br />27 COORDINATE DOWNSPOUT CONNECTIONS TO <br />UNDERGROUND STORM LINE WITH CIVIL DRAWINGS. <br />2H INTERIOR WALL PAINTED <br />(REF INTERIOR ROOM FINISH SCHEDULE) <br />Zg FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" <br />SMOOTH -FACED CMU - REFER TO STRUCTURAL <br />DRAWINGS. ALIGN FACE OF BLOCK WITH STEEL GIRT. <br />PROVIDE PROPER ANCHORAGE TO STRUCTURE. <br />(REF EXTERIOR ELEVATIONS) <br />30 MC CUE TRIM KIT, ORDER KIT "E". <br />31 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON <br />METAL WALL PANELS (REF EXTERIOR ELEVATIONS) <br />32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F. <br />33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT <br />CABLE. ADD UNISTRUT TO PURLINS AS REQUIRED <br />FOR HANGING <br />34 BLOCKING FOR BUILDING SIGNAGE. COORDINATE <br />WITH SIGN VENDOR (REF SIGN BRACING DETAILS <br />ON SHEET A8) <br />35 METAL CANOPY BY GC REFER TO EXTERIOR <br />ELEVATIONS <br />36 SPANDREL GLAZING (REFER TO EXTERIOR <br />ELEVATIONS) IN STOREFRONT SYSTEM <br />37 STUCCO WALL SYSTEM ON 1/2" FIRE -RETARDANT <br />TREATED PLYWOOD SHEATHING ON METAL STUDS <br />@ 16" O.C. ON METAL WALL PANELS, CTR TO <br />PROVIDE ENGINEERING, (REF EXTERIOR <br />ELEVATIONS). <br />38 STUCCO CORNICE ON EPS INSULATION BOARD 1/2" <br />GLASS -MAT GYPSUM SHEATHING ON METAL WALL <br />PANELS <br />39 STUCCO ACCENT BAND OVER EPS INSULATION <br />BOARD ON 1/2" GLASS -MAT GYPSUM SHEATHING <br />ON METAL WALL PANELS <br />4o STUCCO WALL SYSTEM ON 1/2" GLASS -MAT <br />GYPSUM SHEATHING ON METAL WALL PANELS <br />41 STUCCO WALL SYSTEM ON SMOOTH FACE CMU <br />CONSULTANT: <br />SEAL: JOHN BENEDICT POLSINELLI, AR96059 <br />THIS DRAWING SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES UNTIL THE SEAL AND <br />SIGNATURE OF THE RESPONSIBLE REGISTRANT <br />APPEARS ON THE DRAWING, AND PROPER PERMIT <br />FORMS AND RELATED FEES ARE TRANSMITTED BY <br />THE OWNER, OWNER'S AGENT OR CONTRACTOR <br />TO THE AUTHORITY HAVING JURISDICTION. <br />DATE <br />ISSUED FOR <br />REV <br />03/29/2021 <br />PEMB COORDINATION <br />05/20/2021 <br />CIVIL SUBMISSION <br />05/20/2021 <br />DUKE COORDINATION <br />06/07/2021 <br />PEMB COORDINATION 02 <br />08/09/2021 <br />CIVIL RESUBMISSION 1 <br />08/25/2021 <br />OWNER REVIEW <br />1 1 /08/2021 <br />REVISED ELEVATIONS <br />1 1 /29/2021 <br />PERMIT SUBMITTAL <br />Project Manager <br />Drawn <br />L. LONG <br />S. KORTMAN <br />Project Leader <br />Checked <br />L. LONG <br />G. KARANFILOVSKI <br />Date <br />Dept Mgr Approval <br />02/23/2021 <br />L. LONG <br />Client <br />PALMETTO ZEPHYRHILLS - GALL BLVD., LLC <br />P.O. Box 1615, <br />Thomasville, GA 31 799 <br />Office: (229) 226-1 177 <br />Contact: Daniel Tubb <br />Project <br />DOLLAR GENERAL <br />Corner of Gall Boulevard and C <br />Avenue, <br />Zephyrhills, FL 33542 <br />(City of Zephyrhills) <br />Store #: 23227 <br />Drawing Title <br />SECTIONS AND DETAILS <br />DO NOT SCALE DRAWING <br />Project No. <br />Drawing No. <br />,JCDT.20.0451 <br />A3b <br />- TII'- T --. -- _ r- -- - -IBC-- <br />