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FIBER CEMENT PANEL ULTIMATE <br />CLIP WITH FASTENERS (TYP.) <br />18ga MIN. HAT CHANNEL @ 12" <br />O.C. TO FIT WITHIN VERTICAL <br />VALLEYS OF METAL WALL PANEL. <br />COL <br />NOTE: PROVIDE FIBER CEMENT <br />PANELS, HARDWARE AND <br />ACCESSORIES PER <br />MANUFACTURER'S <br />RECOMMENDATIONS. <br />3YPSUM BOARD <br />AL LINER PANEL <br />AL BUILDING GIRTS WITH VINYL <br />ED INSULATION AS SCHEDULED. <br />fENERS FOR HAT CHANNEL (TYP.) <br />PEMB REVERSE CLASSIC WALL PANEL <br />R CEMENT PANELS - REFER TO EXTERIOR <br />JATIONS FOR COLOR AND LOCATIONS. <br />FIBER CEMENT PANEL PLAN DETAIL <br />SCALE 1" = V-0" <br />1 WALL SECTION <br />3TOREFRON- <br />3YSTEM AS <br />SCHEDULED <br />',OORDINATE <br />'LORIDA PRC <br />kPPROVAL <br />NSTALLATIOI <br />3UIDELINES <br />)HIM AND SE, <br />'ACH SIDE 01 <br />iTOREFRONI <br />'ERIMETER (' <br />PRE -FINISHED METAL COPING <br />WITH CONTINUOUS 20 GA. GALV. <br />METAL CLEAT. BOTH SIDES, <br />FASTENED @ 48" O,C. MAX. REF. <br />EXTERIOR ELEVATIONS FOR <br />COPING COLOR. <br />3/4" PLYWOOD ON 2X CONT. <br />BLOCKING ON (2) LAYERS <br />OF 3/4" PLYWOOD <br />T/O PARAPET <br />NOTE: CONTRACTOR <br />TO PROVIDE COPING <br />ATTACHMENT DETAIL <br />PER FBC 2020 <br />NOTE: ALL PLYWOOD <br />USED IN EXTERIOR <br />WALLS TO BE FIRE <br />RETARDANT TREATED <br />37 <br />COI <br />3/8" SLOPE (TYP.) <br />—_� PEMB <br />V-21/4" WALL <br />23 <br />20 <br />PARAPET CORNICE DETAIL @ PILASTER <br />SCALE: 1" = V-0" <br />STORE FRONT JAMB DETAIL <br />PRE -FINISHED METAL COPING <br />WITH CONTINUOUS 20 GA. GALV. <br />METAL CLEAT. BOTH SIDES, <br />FASTENED @ 48" O.C. MAX. REF. <br />EXTERIOR ELEVATIONS FOR <br />COPING COLOR. <br />3/4" PLYWOOD ON 2X CONT. <br />BLOCKING ON (2) LAYERS <br />OF 3/4" PLYWOOD <br />SALE 1" = V-0" <br />I <br />I <br />I <br />I <br />I <br />N ,I <br />■ <br />J <br />ww <br />zz a- � <br />SPANDREL GLAZING <br />ALUMINUM FRAME <br />SILL HEIGHT <br />16'-4" AFF <br />WOOD BLOCKING <br />WEATHER BARRIER <br />STUCCO WALL SYSTEM <br />V-01 /2" <br />ENLARGED DETAIL OF WINDOW BLOCKING <br />SCALE: 3 = V-0" <br />LINE OF <br />CANOPY ABOVE <br />'AIN OWN <br />�- a •- - <br />-�{�I • <br />MASONRY COLUMN DETAIL <br />T.O.S. <br />COI 10'-8"AFF------- <br />PEMB U/S SOFFIT <br />10'-0" AFF <br />6 1/2" WALL <br />3/8" SLOPE 23 0 <br />(TYP.) <br />T/O PARAPET <br />NOTE: EIFS MUST BE <br />MOUNTED OVER WRB <br />OVER SHEATHING OR <br />SOME OTHER STABLE <br />SUBSTRATE <br />NOTE: CONTRACTOR <br />TO PROVIDE COPING <br />ATTACHMENT DETAIL <br />PER FBC 2020 <br />NOTE: ALL PLYWOOD <br />USED IN EXTERIOR <br />WALLS TO BE FIRE <br />RETARDANT TREATED <br />T <br />00 <br />38 <br />2" <br />2" <br />5" <br />41 0 <br />F---__ <br />PARAPET CORNICE DETAIL <br />SCALE: 1" = V-0" <br />20 zo <br />00 <br />5 1/4" <br />12 <br />SALE 1" = V-0" <br />HSS BEAM. REFER TO <br />STRUCTURAL DRAWINGS. <br />BRAKE METAL <br />PROVIDE 1/4" SHIM AND SEALANT W/ <br />BACKER ROD (TYP AT PERIMETER) <br />�- CLEAR GLASS TRANSOM. STOREFRONT <br />SYSTEM AS SCHEDULED - COORDINATE <br />WITH FLORIDA PRODUCT APPROVAL <br />INSTALLATION GUIDELINES <br />ELASTOMERIC MEMBRANE BETWEEN <br />STEEL TUBE AND ALUMIMUM BRAKE <br />METAL <br />�- PRE -FINISHED ALUMIMUM BRAKE METAL <br />TO MATCH STOREFRONT SYSTEM <br />B/O STEELgk <br />T-8" AFF <br />HSS BEAM. REFER TO <br />STRUCTURAL DRAWINGS. <br />PROVIDE 1/4" SHIM AND SEALANT W/ <br />BACKER ROD (TYP AT PERIMETER) <br />/—� AUTOMATIC DOOR SYSTEM AS SCHEDULED <br />- COORDINATE WITH FLORIDA PRODUCT <br />APPROVAL INSTALLATION GUIDELINES <br />STORE FRONT HEAD DETAIL <br />SCALE: 1" = V-0" <br />2020 FLORIDA BUILDING CODE - <br />ENERGY CONSERVATION 7TH <br />EDITION <br />CODE REQUIREMENTS <br />DESIGN <br />VALUES <br />ROOF R-19 + R-11 LS <br />R=30 <br />WALLS <br />METAL BUILDING MAX U-0.079 <br />R=13 <br />GLAZING <br />U-FACTOR <br />FIXED FENESTRATION U=.50 <br />U=.28 <br />ENTRANCE DOORS U=1.1 <br />U=.83 <br />SHGC <br />FRONT (NORTH) SHGC=.37 <br />SHGC=.27 <br />SIDE (WEST) SHGC=.30 <br />SHGC=.27 <br />OPAQUE DOORS <br />SWINGING U=.61 <br />U=.61 <br />WALL SECTION @PILASTER <br />SCALE: 1/2" = V-0" <br />KEYED NOTES <br />ElPRE-ENGINEERED METAL BUILDING SYSTEM <br />(BY PREFAB BUILDING MANUFACTURER) <br />aMINIMUM 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 />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 />aPRE -FINISHED DOWNSPOUT & GUTTER <br />(BY GC) <br />10 GC SHALL COORDINATE WITH PRE-ENGINEERED <br />H 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 />H <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"x20ga 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 />10 CONC SLAB ON VINYL VAPOR BARRIER <br />E (REF STRUCTURAL) <br />STOREFRONT SYSTEM AS SCHEDULED - COORDINATE <br />177 WITH FLORIDA PRODUCT APPROVAL INSTALLATION <br />GUIDELINES (REF SHEET A5) <br />1 8 UNDISTURBED EARTH AND COMPACTED SUB GRADE <br />(REF STRUCTURAL AND GEOTECH REPORT) <br />1 9 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 />22 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 />25 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 />28 INTERIOR WALL PAINTED <br />(REF INTERIOR ROOM FINISH SCHEDULE) <br />29FIBER 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 />H 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 />E <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 />H <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 />H <br />BOARD ON 1/2" GLASS -MAT GYPSUM SHEATHING <br />ON METAL WALL PANELS <br />40 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 />co I0kg8SNEDICTP0L81Afe4", 7 <br />F <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 31799 <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 />A3a <br />