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HomeMy WebLinkAboutCONSTRUCTION PLAN PAGE 16-30(V m 4 4 N S 0 I'-10 3/4" 5 2.6 2 Im GJ GJ IG GJ 22 GJ GJ GJ GJ GJ -0' 22 -0' I o �I GJ GJ 4 4'x6' PRE -MANUFACTURED METAL - AWNING AT SERVICE DOOR '!'-O" SERVICE DOOR - 4'-O" x HOLLOW ' METAL DOOR AND FRAME(PAINT) 9 l I — A a r \ EQUAL EQUAL.' EQUAL EQUAL EQUAL EGb1AL o � \ 4 O6 I I I L J -- ----ii----------- -----Imo'--------------- -- ------- ------------------ - - - - - -- -� LLJJ LJ 6" VIA. STEEL PIPE BOLLARDS. G.C. TO PROVIDE EYE BOLT EMBEDDED 12" MIN. INTO TOP OF LOADING AREA BOLLARD O ELECTRICAL PANEL (RE: MEP DRANIN65)OO WITH DIA. 51ZED FOR KEY LOCK BOX. (RE: 08/A-0.1) (PAINT) KING SIZE BRICK OVER 1-1/2" REVERSE METAL WALL 4" THICK CONCRETE 51DEAALK. SLOPE SHALL COMPLY WITH 4 PANEL SECURED TO METAL BUILDING STRUCTURE 4 APPLICABLE ACCE551BILITY REQUIREMENTS (RE: CIVIL) PITCHED KING SIZE BRICK SILL O 5QUARE GALVANIZED DOWN5POUT5 CONNECTED 1 TO UNDERGROUND STORM DRAINAGE SYSTEM. PROVIDE MINIMUM 5 STRAPS PER FRAME (TYP) WEST EXTERIOR ELEVATION SCALE: 1/4" = V-0" A A. Q lh BUILDING SECTION: PRE -MOLDED GORNIGEOI Q P EIF ON 5/8" DENS GLASS GOLD R.O METAL AL BUILDING 57PJZTURE , 1/2" "V" GROOVE CONTROL JOINT (TYP) GJ, } i i A.5) ( 5 ) (5.5) ( 0 ) (0.2 105'-T' 0Y0 OF METAL BUILDING <i> RAISED E.I.F.5. RELIEF RAISE E I I D ..F.S. REL EF O (ALIGN WITH T.O. PARAPET) GJ GJ 2 SL PRE2 GJ ' 0" GJ (RAISED E.I.F.S. RELIEF) EQ 4' 4" 8'-0" 41�4° B-0: 4'-4 .. GJ CJ — �w GJ I I GJ �y. GJ I I I I GJ 4 I I I 3/4" NOTES: I. G.C. TO PROVIDE &RAY TINT SOLAR GLASS FOR EXTERIOR ELEVATION FACING SOUTH OR WE5T. 2. G.G. TO USE TAMPER RE515TANT 5GREW5 FOR METAL WALL PANELS. SCREW MUST BE FULL HEIGHT PAN HEIGHT SELF -DRILLING, STAINLESS STEEL OR EQUAL. 5. STOREFRONT DOORS MUST BE SHIELDED OVERHEAD FROM THE WEATHER. IF THE PROTOTYPE CANOPY 15 NOT USED, AN AWNIN6 OR OTHER FORM OF PROTECTION MUST BE USED. FINAL APPROVAL FROM FPS. 4. PROVIDE 10 YEAR ALL WEATHER T16HTNESS WARRANTY FOR METAL ROOF. 5. 6.0. TO PROVIDE VERTICAL CONTROL JOINT IN ALL MASONRY WALLS PER GUIDELINES ESTABLISHED BY THE NATIONAL MASONRY ASSOCIATION (TYPICAL). 6. NO ROOF PENETRATIONS ARE ALLOWED IN METAL ROOF. IF HVAC 15 ON ROOF, UTILIZE CLIP SYSTEM TO STANDING SEAM ROOF TO AVOID PENETRATIONS. "I. COORDINATE LOCATIONS OF FRESH AIR INTAKE VENTS WITH MECHANICAL DRAWINGS STRUCTURE. MAINTAIN DUCT WORK MIN. 10'-0" ABOVE FINISHED FLOOR. 8. PROVIDE SLEEVE, BOOT, OR OTHER APPROPRIATE PENETRATION MATERIAL FOR A CLEAN TRAN51TION FROM EXTERIOR TO INTERIOR FOR ALL CONDUIT WIRE, PIPE ETC. OWNER MUST APPROVE METHOD AND FINISH BEFORE BUILDING COMPLETIONS. DOWNSPOUT NOTE: I DOWNSPOUT SPACING TO BE DETERMINE BY MEP ENGINEER BASED ON LOCAL TYPICAL AND MAXIMUM WITH DOWNSPOUTS PLACED EQUALLY APART. NO DOWN5P0UT MAY BE PLACED WITHIN 12" OF A DOOR FRAME. USE A MINIMUM OF THREE STRAPS PER DOWN5POUT (TYPICAL) PRE -MOLDED CORNICE O 4'xb' PRE -MANUFACTURED METAL QAWNIN6 AT SERVICE DOOR Ill EIFS OVER METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE OQ I I" EIFS 5/6" DENS GLASS GOLD OVER -1/2" METAL WALL PA 6 STRUCTURES ID ALL ••6 ♦. e ill 6 6 ® APPLicAPLE OD n S' - .l���� a�aa�aa�aa�aa�aa�aa�aa�aa��uaa�aaaa�aa�a�:aa�aa�aa�aa�aa�: .�.���� aaalaaaaaa�aa�aa�aa�aa�aa�aa�l�al�aa�aa�aa�aaallaa�aa�aa�aa�aa�1 FRI 4,-0" N m 0 Q N Q — — — — — — — — I — — —.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — -A-T I'-10 5/4 EQ 4'-4• 8'-0� 4-4- EQ EQ 4'-4• 8'-0° 41-40 8'-0" 4' 4" EQ EQ — — — y 4'-4" 8'-0• 4'-4" EQ I'-10 3/4" 2T'-6 1/2" I'-10 3/4" 4T-1 I/2" I YO 3/4' 27'-b V2" IQ SPANDREL GLAZING. FRAME FABRIC AWNING ON METAL FRAMING - KING 51ZE BRICK OVER 1-1/2" REVERSE METAL WALL "BAHAMA" SHUTTER WITH SPANDREL GLAZING BEHIND. 5'-0" TO MATCH STOREFRONT COLOR RED BY FAMILY DOLLAR. < PANEL SECURED TO METAL BUILDING 5TRU071JRE PROJECTION. BAHAMA SHUTTERS TO BE PROVIDE BY 551 (OROI EQUIVALENT) WITH NOA NO. 12-0406.05. REFER ATTACHED NOA. KING SIZE BRICK OVER I-I/2" REVERSE METAL WALL SURFACE MOUNTED LED FLOOD PITCHED KING SIZE BRICK SILL 4 PANEL SECURED TO METAL BUILDING STRUCTURE LIGHT TYPICAL (RE: MEP) SERVICE DOOR - 4'-O" x T'-O" HOLLOW METAL DOOR AND FRAME (PAINT) O 21 DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC Lan'r� L C�jriStiaK A7 A. ArJ)kp t 3801 Kirby Drive, Suite 600 Houston, Tel 77098 UL• 716 664 7974 fax: 718 664 9766 nF AL ESTATL' DEV�LOPNIENT GE7NS-IrCRFll 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a 0 0Ln fV Ql Q Cc Z z J W LL.O O 9J LJL, O — W w DC ZJ O� _I 1- �:MN O LU Z LL O O EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (Al): 06.25.2015 EXTERIOR ELEVATIONS SHEET NUMBER A-2.1 NORTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 11 J N V EXTERIOR FINISH SCHEDULE NO.:LOCATION / < _ >(EXTERIOR FIN15H 5YM130U 1 1 CORNICE, E.I.F.S., SHUTTERS, GUTTERS 2 E.I.F.S. 3 STEEL PIPE BOLLARDS O E 4 EXTERIOR WAINSCOT, SILL L1J H- CANOPY 5 Z Q 6 METAL ROOF J m METAL WALL PANEL 7 (INTERIOR ONLY) MATERIAL TYPE EXTERIOR LATEX COATS I COLOR INFORMATION Vr-�ULUM 1rv1 PER MFR'S NUCOR COLOR "SAGEBRUSH TAN" OR SHERWIN WILLIAMS MATCHING DIRECTIONS MID -WEST COLOR "SADDLE TAN" COLOR SW 6122 "CAMELBACK" PER MFR'S STOTHERM CLASSIC NEXT DRAINABLE EIFS SYSTEM FOR COMMERCIAL BLDGS DIRECTIONS COLOR -FOR WALL SURFACES MATCH SW 6148-WOOL SKEIN. FINISH: MEDIUM TEXTURED SAND. 2 MATCH SHERWIN WILLIAMS SW 4081 "SAFETY RED" BRICK PRE -FINISHED ACME BRICK "AMERICANA" FABRIC ON ALUMINUM FRAME PRE -FINISHED TRIVANTAGE PRODUCT: NITE-LITE #2603. COLOR RED TO BE DETERMINED BASED ON ENERGY CODE REOMTS. PRE -FINISHED COOL ARCTIC WHITE PRE -FINISHED PROVIDE 10 YEAR WEATHER ( ) (R-PANEL IS STANDARD) TIGHTNESS WARRANTY) NARROW CORRUGATED PRE -FINISHED GALVALUME EXTERIOR ELEVATION - SOUTH SCALE: 1/8" = 1'-0" NOTES: EXTERIOR FINISHES GENERAL NOTE: MATERIALS ARE TO BE APPROVED BY FAMILY DOLLAR STORES. COLORS ARE CRITICAL AND MUST BE APPROVED BY A FAMILY DOLLAR STORE REPRESENTATIVE IF THEY DIFFER FROM THE METAL BUILDING MANUFACTURER, AND/OR SHERWIN WILLIAMS APPROVED ALTERNATE COLORS LISTED. A. APPLY MA50NRY BLOCK FILLER TO CONCRETE BLOCK PRIOR TO FIN15H PAINTING. B. IF METAL 13UILDIN6 15 USED, 6.G. TO SUBMIT MANUFAGTURER'S STANDARD COLORS TO FAMILY DOLLAR FOR APPROVAL. G. GENERAL CONTRACTOR TO PROVIDE TENANT WITH STOCK OF ADDITIONAL FINISH MATERIALS UPON COMPLETION OF WORK, INGLUDIN6: GEILIN6 TILE (10 MIN), PAINT, L16HT FIXTURE REPLACEMENT LAMPS, FLOOR FINISHES AND BASE. (ADDITIONAL ITEMS TO BE PLACED IN AVAILABLE STORAGE AREA) 6.0.'5 PAINTING SUBCONTRACTOR TO PROVIDE OWNER WITH ONE (1) FULL GALLON OF PAINT FOR EACH COLOR AT COMPLETION OF PROJECT. D. G.G. OR PAINT CONTRACTOR MUST NOTIFY LOCAL SHERWIN WILLIAMS DEALER THAT PAINT 15 BEING PURCHASED FOR A FAMILY DOLLAR STORE AND PROVIDE DEALER WITH STORE LOCATION. METAL PANELS FINISHES AND CONSTRUCTION EXTERIOR ELEVATION - EAST_ GENERAL NOTES GENERAL NOTES SCALE: 1/8" = 1'-0" I. THI5 SYSTEM USES 'R' PANEL SCREW DOWN OR STANDING SEAM ROOF SYSTEM WITH THERMAL BLOCKS. 6.C. TO PROVIDE ROOF WITH A 10 I. THE MATERIALS USED FOR THE EXTERIOR FINISH MUST BE APPROVED BY YEAR WEATHER TI6HTNE55 WARRANTY FOR ALL PROJECTS. CONSULT THE FAMILY DOLLAR STORE REPRESENTATIVE. MATCHING EXI5TIN& LOCAL ENERGY CODE TO DETERMINE IF SCREW DOWN ROOFING MEETS NEARBY STRUCTURES MATERIALS MUST BE DESCRIBED FOR FAMILY ENERGY CODE REQUIREMENTS. DOLLAR STORE CONSIDERATION. 2. THE WALL PANELS ARE ATTACHED W/ TAMPER RE515TANT SCREWS. 2• CONSTRUCTION DETAILS MUST BE SEALED BY A LICENSED STATE SCREWS TO BE PAN HEAD, WITH SELF SEAL WASHER. STRUCTURAL ENGINEER OR QUALIFIED ARCHITECT. IF A METAL BUILDING 2 15 USED, BUILDING REACTIONS MUST BE PROVIDED FOR STRUCTURAL 3. METAL BUILDIN6 EAVE HT. TO BE ADJUSTED AS REQUIRED TO MAINTAIN ENGINEER TO DESIGN FOUNDATION. FAMILY DOLLAR STANDARD CEILING HEIGHT. B. A MAINFRAME BEAM OR BAR .JOIST VERTICAL THICKNE55 15 TO BE G.G. TO USE TAMPER RESISTANT 50REM FOR ALL METAL WALL PANELS. CALCULATED BY A LICENSED STRUCTURAL ENGINEER. AT THE ENTRY SCREW MUST BE FULL HEIGHT PAN HEAD SELF -DRILLING STAINLESS STEEL WALL THE BOTTOM OF ROOF STRUCTURE SHALL CLEAR THE TOP OF SCREWS Al SELF SEAL WASHERS OR EQUAL. STOREFRONT SYSTEM BY MIN. 4". PROVIDE 15'-0" MIN CLEAR AT CENTER AS SHOWN ON 5UILDIN6 SECTIONS. Q C4 STOREFRONT NOTE: Q GENERAL CONTRACTOR SHALL VERIFY AND COMPLY WITH ANY GOVERNING 4. DUCTWORK CLEARANCES SHOWN ON BUILDIN6 SECTIONS ARE MIN. 12'-0" REQUIREMENTS FOR IMPACTED RATED STOREFRONT SYSTEMS. TO BOTTOM OF DUCTS. ALL STRUCTURAL ELEMENTS REQUIRING DEPTH THAT MAY INTERFERE WITH LIGHT AND DUCT PLACEMENT ARE TO 6ROW 4 1 UP RATHER THEN DOWN INTO SPACE. SITE SOILS S. PROVIDE INSECT/ TERMITE TREATMENT PER BONDED (WARRANTED) AUTHORIZED INSTALLING 5U15GONTRAGTOR AND LL 15 TO FORWARD PROOF OF SAME TO FDS. Q GENERAL NOTES 6EOTECHNICAL INVESTIGATION RECOMMENDATIONS OF THE SOIL BELOW p $ THE BUILDING AND PARKIN& LOT ARE TO BE FOLLOWED, AS WELL AS ANY NO WOOD STRUCTURES ALLOWED ~ COMPLIANCE WITH DOT STANDARDS FOR SITE WORK, AS REQUIRED. FOLLOW RECOMMENDATIONS OF SOILS REPORT FOR EACH SPECIFIC SITE. L.L. RESPONSIBLE FOR DORIN65 0 FINAL BLD6. LOCATION CHOSEN. VERIFY 6RADIN6 PER CIVIL DRAWIN65. CONSULT ARCH/STRUCTURAL EN6. IF GRADING REQUIRES STEPPED FOOTINGS, PRIOR TO CON5TRUGTION. BUILDING EXTERIOR INSULATION GENERAL NOTES GENERAL NOTES I. G.G. TO PROVIDE SLEEVE, BOOT, OR OTHER APPROPRIATE PENETRATION THE FOLLOWING ARE MINIMUM STANDARDS FOR INSULATION. A LICENSED MATERIAL FOR A GLEAN TRAN51TION FROM EXTERIOR TO INTERIOR FOR PROFESSIONAL SHALL DETERMINE THE ACTUAL IN5ULATION VALUES BASED ALL CONDUIT WIRE, PIPE, ETC.. OWNER MUST APPROVE METHOD AND ON THE PROJECT LOCATION: FINISH BEFORE COMPLETION OF CONSTRUCTION. Q -WALL INSULATION SHALL BE THE SIMPLE SAVER SYSTEM BY THERMAL 2. DOWNSPOUT SPACING TO BE DETERMINED BY MEP ENGINEER BASED ON DESIGN. THE SYSTEM SHALL USE R-30 FILLER BLANKETS IN THE 61RT LOCAL TYPICAL AND MAXIMUM RAINFALL AMOUNTS WITH DOWNSPOUTS SPACES WITH THERMAL BREAK TAPE ("QUICK STOP") ON THE OUTSIDE AND PLACED EQUALLY APART. NO DOWNSPOUT MAY BE PLACED WITHIN 12" 1/4" SNAP-R THERMAL BLOCKS ON THE INTERIOR OF THE 61RT5 HAVIN6 A OF A DOOR FRAME. USE A MINIMUM OF THREE STRAPS PER DOWNSPOUT TESTED TOTAL R-VALUE OF 15.8. (TYPICAL). -ROOF INSULATION SHALL BE THE SIMPLE SAVER SYSTEM BY THERMAL 5. PROVIDE EXPANSION AND CONTROL JOINTS AS REQUIRED PER DESIGN OVER METAL 5TANDIN6 SEAM ROOFING. THE SYSTEM SHALL HAVE MASONRY MANUFACTURER'S RECOMMENDATIONS. AN INSTALLED R VALUE OF NOT LESS THAN 40. USE DOUBLE LAYER SYSTEM WITH WITH WHITE SIMPLE SAVER FINISH SYSTEM LINER. 4. IF SPLASH BLOCKS ARE USED, 6.0. SHALL ENSURE THAT NO SAFETY HAZARDS ARE CREATED BY THE DISCHARGE OF WATER FROM -PROVIDE R161D FOUNDATION INSULATION AS REQUIRED WHEN REQUIRED BY DOWNSPOUTS OR BY ICE WHICH MAY FORM A5 A RESULT OF THE WATER LOCAL GORES. DISCHARGE FROM THE DOWNSPOUTS. COORDINATE ROOF STORM WATER DRAINAGE WITH PROJECT CIVIL ENGINEER. -ADDITIONAL INSULATION SHALL BE PROVIDED IF REQUIRED BY JURISDICTION HAVING AUTHORITY OVER THE PROJECT SITE. PROJECT SHALL 5. PROVIDE FLUSH TRENCH DRAINS ACROSS SIDEWALKS TO PARKING BE DE516NED TO COMPLY WITH ALL LOCAL ENERGY CODE REQUIREMENTS. AREAS IF DOWNSPOUTS DO NOT TIE TO UNDERGROUND STORM SYSTEM. SIMPLE SAVER LINER GENERAL NOTES ALL GUTS MADE IN THE VAPOR BARRIER THAT 15 APPLIED BELOW THE ALL GUTS MADE IN THE VAPOR BARRIER THAT 15 APPLIED BELOW THE PURLIN5 AS A PART OF THE IN5ULATION LINER SYSTEM IN ORDER TO PURLINS AS A PART OF THE INSULATION LINER SYSTEM IN ORDER TO MAKE ATTACHMENTS TO THE PURLIN5, OR FOR ANY OTHER REASON, MAKE ATTACHMENTS TO THE PURLIN5, OR FOR ANY OTHER REASON, SHALL BE OF THE MINIMUM SIZE REQUIRED TO PERFORM THE WORK SHALL BE OF THE MINIMUM 51ZE REQUIRED TO PERFORM THE WORK NEEDED AND SHALL BE TAPED AND SEALED IN ACCORDANCE WITH THE NEEDED AND SHALL BE TAPED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER OF THE VAPOR BARRIER WITH PRODUCTS SUPPLIED BY MANUFACTURER OF THE VAPOR BARRIER WITH PRODUCTS SUPPLIED BY THE MANUFACTURER OF THE VAPOR BARRIER. THE MANUFACTURER OF THE VAPOR BARRIER. ►mllm EXTERIOR ELEVATION- NORTH SCALE: 1/8" = 1'-0" EXTERIOR ELEVATION - WEST SCALE: 1/8" = 1'-0" TwIl I/A-3.0 Aw I/A-3.0 / I/A-4.2 G ) ( G.2 m 'A &C. TO USE TAMPER RESISTANT SCREWS FOR METAL WALL PANELS. SCREW MUST BE FULL HE16HT PAN HEIGHT SELF -DRILLING, STAINLE55 STEEL OR EQUAL. 4 in 21 31 J DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS,SP CHECKED: LLC IA7�9LCWAMALA. Arcf*d 3801 Kirby Drive, Suits 600 Houston, Teas 77098 tel: 719 554 7074 fm 713 664 9750 H ME REAL ESTATE DEVELOPMENT CONSTANUCTION 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a O Ln Rt Q a z fY J Z W o U.O 9J LL O uu W v Z Z 0 H 3Q CC 0 o z LL O rl a - EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B. Florida Registration #AR-0010755 REVISIONS �7�1���7Aa1�E'���I 7 �v1�sFXiI:�lt)rC! PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (Al): 06.25.2015 COUNTY COMMENTS (A2): 09.25.2015 ENLARGED EXTERIOR ELEVATIONS AND FINISH SCHEDULE SHEET NUMBER A-2.2 P ) (0.2) ( 0 ) (5.5 --I" EIFS ON 50' DENS 67LA55 OVER 1-1/2" METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE (RE; NOA NO. 11-1108.0:2) B/A-4.0 - - ------ - - - - - ------ HVAC/FREEZER 4 COOLER CONDENSER UNITS (RE: MEP D9-AMIN&5)7 a ) (Ab) ( A.1 ) ( A SIMPLE SAVER ROOF INSULATION AT UNDERSIDE OF ROOF DECK. RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS. PROVIDE R-5 THERMAL BLOCK AT ALL ROOF PURLINS STANDING SEAM ROOF BY METAL BUIL DI Nr -9 MANUFACTURER (RE: A-2.2) CONTINUOUS GALVANIZED FLASHING AS REQUIRED PER METAL BUILDING MANUF. - — ---- ------ 12' 1/2"15LOFE Ismsm ...... METAL BUILDING FRAME PER METAL BUILDING- MANUFACTURER, DO NOT TAPER COLUMNS (TYP) CONTINUOUS PRE-FAB GUTTER SCHEDULED CEILING . . 1/2" GYP. BD. OVER 5-5/6" MTL STUDS @ 16" O.C. CONT. To UNDERSIDE OF ROOF DECK WALL SIPT, SIZE AND 5PACIN6 TO 1/2" PLYWOOD ON 5-5/8" METAL STUD 4C BE DETERMINED BY METAL BUILDING WITH 6ALVALUME NARROW CORPL16ATED MANUFACTURER (TYPICAL) INTERIOR WALL PANEL (FURNISHED BY METAL BUILDING MANUFACTURER) ON SIMPLE SAVER VINYL WRAPPED INSULATION 5ALF5 AREA SIDE, TO UNDERSIDE OF AT EXTERIOR AALLS; RE: INSULATION NOTE ROOF STRUCTURE (IRE:A-5.0, 5.1). ON A-2.2 FOR REQUIREMENTS OFFICE 103 SALES AREA 101 ] X fIN6 51ZE BRICK SECURED TO MTL BLDG STRUCTURE SQUARE DOANSPOUT5 (TYPJ; &.C. To MINIMUM STRUCTURAL HEIGHT NOTE: PROVIDE THREE STRAPS PER DOANSPOUT (RE: CIVIL FOR EXACT LOCATIONS) I. THE MINIMUM CLEAR HEIGHT OF THE STRUCTURE OR OTHER CONSTRUCTION 15 12'-5" AT EXTERIOR WALL AND EAVE - DOANSPOUT5 TO BE CONNECTED TO LOCATIONS. THE UNDERGROUND STORM 5EYVE-R 2. A MAINFRAME BEAM OR BAR JOIST VERTICAL THICKNE55 15 TO BE CALCULATED BY A LICENSED STRUCTURAL ENGINEER. AT THE ENTRY WALL THE BOTTOM OF ROOF STRUCTURE SHALL CLEAR THE TOP OF STOREFRONT BUILDING SECTION SCALE: 1/4" = V-0" ITT METAL BUILDING FRAME PER. METAL BUILDING MANUFACTURER, DO NOT TAPER COLUMNS (TYP.) r-11:2" GYP 50 OVER 5-5/5" MTL STUDS a ib" O.G. To 12'-0" A.F.F.; PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE SIMPLE SAVER VINYL WRAPPED -�--INSULATION AT EXTERIOR AALLB; IRE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS METAL BUILDING STRUCTURE PER PEMB MANUFACTURER. KING 51ZE BRICK SECURED TO METAL BUILDING STRUCTURE MINIMUM STRUCTURAL HE16HT NOTE: I. THE MINIMUM CLEAR HE16HT OF THE STRUCTURE OR OTHER CONSTRUCTION 15 12'-5" AT EXTERIOR WALL AND EAVE LOCATIONS. 2. A MAINFRAME BEAM OR BAR J015T VERTICAL THICKNE55 15 To BE CALCULATED BY A LICENSED STRUCTURAL ENGINEER. AT THE ENTRY HALL THE BOTTOM OF ROOF STRUCTURE SHALL CLEAR THE Top OF STOREFRONT BUILDING SECTION SCALE: 1/4" = 1'-0" STEEL COLUMNS AS DE516NE12 BY METAL BUILDIN6 MANUFACTURER (FAINT) SYSTEM BY MIN. 4". PROVIDE 16-0" MIN. CLEAR AT CENTER AS 5HOAN ON BUILDING SECTIONS. 5. DUCTWORK CLEARANCES SHOWN ON BUILDING SECTIONS IN SALES AREA ARE MIN. 12'-0" TO BOTTOM OF DUCTS. ALL STRUCTURAL ELEMENTS REQUIRING DEPTH THAT MAY INTERFERE WITH LIGHT AND DUCT PLACEMENT ARE TO 6ROA UP RATHER THAN DOWN INTO SPACE. 4. No ROOD STRUCTURES ALLOWED. 2.6 2.4 bol-011 NOTE: DRYWALL 15 REQUIRED ABOVE THE BULKHEAD OVER THE STOREFRONT. m ON jiq ni C'4 ............ HE m LIU 4--4- 4'-4 4'-b" 4'-4- (48,, MAX. E).L.0)11 (48" SYSTEM BY MIN. 4". PROVIDE 15'-0" MIN. CLEAR AT CENTER AS SHORN ON BUILDING SECTIONS. 5. DUCTWORK CLEARANCES SHORN ON BUILDING SECTIONS IN SALES AREA ARE MIN. 12'-0" TO BOTTOM OF DUCTS. ALL STRUCTURAL ELEMENTS REQUIRING DEPTH THAT MAY INTERFERE WITH LIGHT AND DUCT PLACEMENT ARE TO 6ROA UP RATHER THAN DOAN INTO SPACE 4. No V400D STRUCTURES ALLOWED. BREAK METAL TO MATCH STOREFRONT 15'-4" A 4'-b" 41-411 (4b" MAX. PLD) IQ SALES AREA 101 11'-2` 41-411 1 41-411 MAX. P.L.OJ WY MAX. P.L.0) AUTOMATIC 151-PARTING SCHEDULED DOOR SCHEDULED UNIT K/ INTEGRAL TRANSOM WINDOW. N _ AZ P4 Pq KAANEER IR-501 YET GLAZED SYSTEM STOREFRONT SYSTEM (NOA NO. 14-0450.15 WITH SAFLEX HP CLEAR INTERLAYER5 (NOA NO. 14-0425.16), AS SHOWN (TYPICAL) /:2\ NOTE: STOREFRONT MANUFACTURER TO PROVIDE DOCUMENTATION THATOt-5167N MEETS ALL LOCAL CODES INCLUDIN6 WIND AND OR 5NOA. MANUFACTURER TO PROVIDE ALTERNATIVES AND APPROVAL, IF 5HOAN DOES NOT APPLY. FRONT HALL FURRING: 1/2" GYP BOARD OVER 5-5/8" MTL STUDS a 16" O.C., EXTEND FULL HEIGHT TO UNDERSIDE OF ROOF DECK AT FRONT WALL ONLY (TYP) M, I/2" GYP BOARD OVER 5-5/8" METAL STUDS 0 16" O.C. CONTINUOUS TO UNDERSIDE OF ROOF DECK LINE AT TOP OF FIXTU7.. + &-0" A.F.F. (TYPICAL) LINE OF CONTINUOUS BASE (TYPJ; TO BE INSTALLED FOLLOWING FIXTURE INSTALLATION LINE AT TOP OF FIXTURjEBASE: + 5" A.F.F. (TYPICAL) ------------ TAPERED COLUMNS ARE NOT ACCEPTABLE T.O.RST :2�� _j 1/4 " I/A-4.1 PRE -MOLDED CORNICE I 4— I" EIFS ON 5/8" DENS 6LA55 - OVER 1-1/2" METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE k. (RE: NOA NO. 11-1108.02) SIMPLE 5AVER VINYL WRAPPED INSULATION AT EXTERIOR KALL5; RE: INSULATION NOTE ON A-2.2 Ali FOR REQUIREMENTS FABRIC AWNING ON METAL FRAMING B.C. CANOPY 0'-0" WALL GIRT; 51ZE AND SPACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER (TYP) FREE STANDING '6REEN50REEN" LATTICE WITH MOUNTING CLIP5 KING 51ZE BRICK OVER 1-1/2" REVERSE METAL MILL PANEL SECURED To METAL BUILDING STRUCTURE FINISHED FLOOR /-6 NOTE: NO LI6HTIN6 FIXTURES TO BE INSTALLED BELOW I I'-&" A.F.F. I SIMPLE SAVER ROOF INSULATION AT UNDERSIDE OF ROOF DECK. RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS. PROVIDE R-5 THERMAL BLOCK AT ALL ROOF PURLINS STANDING SEAM ROOF BY METAL BUILDING MANUFACTURER (RE: A-2.2) CONTINUOUS GALVANIZED FLA5HIN6 AS , REQUIRED PER METAL BUILDING MANUF.-7-\ METAL BUILDIN6 FRAME PER METAL BUILDING MANUFACTURER, DO NOT TAPER COLUMNS (TYP) 1/2" GYP Br? OVER 5-5/6" MTL STUDS @ 16" O.C. TO 12'-0" A.F.F.; PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE LINE OF CONTINUOUS BASE (TYP); TO BE INSTALLED FOLLOWING FIXTURE INSTALLATION., 777777'777777= SALES SUPPORT AREA: NO HIGH PILED 5TORA6E AS DEFINED PER FFPC: NO STORA6E ABOVE 1:2--0" A.F.F.; NO HIGH -HAZARD COMMODITIES ABOVE 6-0" (TYP) 21 1 1 71 1 T.O. RIDGE 26--1 1/4" I/A-4.0 is T.O.PARAFET 20'-0" PRE -MOLDED CORNICE I" EIFS ON 5/5" DENS GLA55 OVER 1-1/2" METAL HALL PANEL SECURED TO METAL BUILDING, STRUCTURE (RE: NOA NO. 11-1106.02) SIMPLE SAVER VINYL WRAPPED INSULATION AT EXTERIOR KALL5; RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS B.O. CANOPY HALL GIRT; 51ZE AND SPACING TO BE DETERMINED BY METAL BUILDIN6 MANUFACTURER (TYP) THIE'09 PLANS AND ALL PROPOSSO tyiDRK ARE SUBJECT TO ANY CoaRECTjotjS FREE 5TANVIN& "&REEN50REEN" NIQUIR1100 DYINIELD INSPECPIDIRS THAT I LATTICE WY BE NEMSANY IN OMm To KIN& SIZE BRICK OVER 1-1/2" t'-OAPLY WITH ALL APPLICABLE CODES, REVERSE METAL HALL PANEL SECURED TO METAL BUILDING STRUCTURE FINISHED FLOOR jk TAPERED COLUMNS ARE NOT ACCEPTABLE INEEMEMEN NOTE: NO LIC7HTIN6 FIXTURES TO BE INSTALLED BELOA 1114" A.F.F. I J I DATE: 10.16,2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC Lam L. CWsdanAL A-rJ*A 3601 Kirby Drive, Suite 600 Houston, Texas 77008 tel: 713 664 7974 fsx: 713 064 9756 Hwdfficon r4E.AL ESTATE DEVELOPMENT CONSTRUCTION 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax O r�4 Lin z 01 0 z Cr- LLJ 0 0 —j LL LL z Lil 00 LU U Vi D DC > z F— 0 (A z rMN 0 0 0 z LLM LL T=4 a - EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B. Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08'05L2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (Al): 06.25.2015 COUNTY COMMENTS (A2): 09.25.2015 BUILDING SECTIONS m SHEET NUMBER Am3.0 D HVAC/FREEZER 4 COOLER 1 CONDENSER UNITS (RE: MEP DRAAIN65) VINYL FACED INSULATION AT UNDERSIDE OF ROOF DECK; RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS. I CONTINUOUS METAL TRIM GAP PER METAL 8/A-8.1 BUILDING MANUFACTURER (TYPICAL)OIL MIRR. T.O.PARAPET 20'-0" i 1 5 1 1 I 1 1 ; 1 STANDING SEAM ROOF BY METAL BUILDING MANUFACTURER ' 1 1 I" EIF5 ON 5/6" DENS (SLABS GOLD SHEATHING OVER I-1/2" METAL HALL PANEL 1 SECURED TO METAL BUILDING STRUCTURE (RE: NOA NO. II-1105.02) 1 ' 1 1 1 METAL PANEL AT BACK OF PARAPET WITH CONTINUOUS FLASHING AT ROOF 1 I 1 PER METAL BUILDING MANUFACTURER — PROVIDE R-5 THERMAL BLOCK AT 1 1 ALL ROOF PURLINS (TYPICAL) 1 I I 1 EAVE STRUT PER METAL BUILDING -- ......�♦ MANUFACTURER Q OIL EAVE HEIGHT I CONTINUOUS PRE-FAB GUTTER WITH SQUARE DOWNSPOUTS (TYPICAL)• 6 G TO PROVIDE THREE STRAPS PER DOWNSPOUT METAL BUILDING FRAME PER METAL _ BUILDING MANUFACTURER (TYPICAL) METAL BUILDING FRAME PER METAL BUILDING MANUFACTURER, DO NOT TAPER COLUMNS (TYPICAL) Q I I" EIF5 ON 5/8" DENS GLASS GOLD SHEATHING OVER 1-1/2" METAL WALL PANEL SECURED TO METAL BUILDING 5TRUGTURE (RE: NOA NO. II-1108.02) PRE-FAB METAL DOWN5POUTS;PROVIDE MINIMUM 5 STRAPS PER FRAME (TYPICAL) ROOF WARRANTY NOTE: 20-YEAR ALL HEATHER TIGHTNESS ROOF WARRANTY 15 REQUIRED ON LABOR AND MATERIAL. PENS NOTE: PEMB MFR. TO HOLD FRAME LINE COLUMNS TO II-1/2" MAX. EXCEPT FRAME LINE COLUMNS ALONG SALES SUPPORT WALL WHICH SHALL NOT EXCEED 8" (TYP), AS REQUIRED BY FAMILY DOLLAR PRECAST CONCRETE SILL KING SIZE BRICK OVER 1-1/2" REVERSE METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE OIL FINISHED FLOOR + O'-0" DATE: 10.16.2014 OIL T.O. RIDGE T.O. RIDGE JOB No.: 1405-96 26'-I I/4" � � 26'-I I/4 DRAWN: FS, SP CHECKED: LLC h T.O.PARAPET 20'-0" PRE -MOLDED CORNICE 1" EIF5 ON 5/6" DENS SLA55 GOLD OVER 1-1/2" METAL - f WALL PANEL SECURED TO ¢'4 ., METAL BUILDING 5TR1JGTURE (RE: NOA NO. 11-1108.02)— I I I — y NOTES -_ — — -- — — — — —L — I. ALL STRUCTURAL COMPONENTS MUST BE GLEANED AND FREE OF RUST. PROVIDE PAINT TOUGH UP IF REQUIRED. 2. NO ROOF PENETRATIONS ARE ALLOWED THROUGH ROOF SYSTEM S. PROVIDE CONTINUOUS SEAL AT TOP AND BOTTOM OF ALL GYP. BD WALL5, WALL AND FLOOR PENETRATIONS, STOREFRONT DOOR FRAMES, AND ROOF PENETRATIONS. COLOR TO MATCH ADJACENT FINISH. I PROVIDE WATERTI6141' SEAL AT ALL EXTERIOR OPENINGS AND PENETRATIONS. I 4. PROVIDE PRE-FAB PANEL CLOSURE I I MOLDING AT ALL PANEL ENDS (TYP) 5. GENERAL CONTRACTOR TO PROVIDE INSECT TREATMENT PER FAMILY DOLLAR SPECIFICATIONS (TYPJ I 6. INSTALL VERTICAL GYP. BOARD CONTROL JOINTS AT 20'-0" O.G. (TYP) ALIGN WITH COLUMN LINES WHERE POSSIBLE. i. HOLD STUDS TIGHT TO FACE OF WALL 61RT. IF BUILDING COLUMNS EXTEND BEYOND PLANE OF GIRT, SET BACK FACE OF GYP AT FRONT OF FRAME AND HOLD TIGHT TO 5TRUGTURE. WALL 61RT5; 51ZE AND SPACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER (TYPICAL) I II II 1/2" GYP. BD. OVER 5-5/5" MTL STUDS a 16" O.G. CONT. TO UNDERSIDE OF ROOF DECK SIMPLE 5AVER VINYL FACED INSULATION AT EXTERIOR WALL (CONT. TO UNDER5IDE OF DECK). RE: INSULATION NOTE ON 22 FOR REQUIREMENTS. I I I I I II LINE OF CONTINUOUS BASE 'Il (TYPICAL); TO BE INSTALLED FOLLOWIN6 FIXTURE INSTALLATION I I I I I I I I I I ° tr. e tr 4. ° ee tr e Q, e ° Q 3 I I 'A-8.1 MIRR. 12/A-8.1 ..- 2/A-8.1 .................... i i 1 1 9 1 1 9 1 1 1 9 9 1 FABRIC, AWNING ON METAL FRAMING ' 1 GO � t 1 J, B.O.AWNIN6 ' + 10'-8" A.F.F. BRICK SOLDIER COURSE. RE: EXTERIOR ELEVATIONS AND FIN15H SCHEDULE 31 ROOF WARRANTY NOTE: 20-YEAR ALL WEATHER TIGHTNESS ROOF WARRANTY 15 REQUIRED ON LABOR AND MATERIAL. SIMPLE SAVER IN5ULATION AT EXTERIOR WALL (CANT. TO UNDERSIDE OF DECK). RE: INSULATION NOTE ON 2.2 FOR REQUIREMENTS. PEIM5 NOTE: PEMB MFR. TO HOLD FRAME LINE COLUMNS TO II-1/2" MAX. EXCEPT FRAME LINE COLUMNS ALONG SALES SUPPORT WALL WHICH SHALL NOT EXCEED 8" (TYP), AS REQUIRED BY FAMILY DOLLAR PRECAST CONCRETE SILL KING SIZE BRICK OVER 1-1/2" REVERSE METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE CONCRETE FOUNDATION; 5EE 5TRUGTURAL FOR SIZES, DEPTHS, AND REINFORCING (TYPIGAL)- NEEN;UME 5TANDING SEAM ROOF BY METAL BUILDING MANUFACTURER; GALVALUME FINISH (TYPICAL) SIMPLE SAVER INSULATION AT UNDERSIDE OF ROOF DECK;. RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS. 2-1/2" METAL STUD METAL BUILDING FRAME PER METAL BUILDING MANUFACTURER (TYPICAL) NOTE5s I. ALL STRUCTURAL COMPONENTS MUST BE GLEANED AND FREE OF RUST. PROVIDE PAINT TOUGH UP IF REQUIRED. 2. NO ROOF PENETRATIONS ARE ALLOWED THROUGH ROOF SYSTEM 5. PROVIDE CONTINUOUS SEAL AT TOP AND BOTTOM OF ALL GYP. BD WALL5, WALL AND FLOOR PENETRATIONS, STOREFRONT DOOR FRAMES, AND ROOF PENETRATIONS. COLOR TO MATCH ADJACENT FINISH. PROVIDE WATERTIGHT SEAL AT ALL EXTERIOR OPENINGS AND PENETRATIONS. 4. PROVIDE PRE-FAB PANEL CLOSURE MOLDING AT ALL PANEL EN05 (TYPJ B. GENERAL CONTRACTOR TO PROVIDE INSECT TREATMENT PER FAMILY DOLLAR SPECIFICATIONS (TYP) 6. INSTALL VERTICAL GYP. BOARD CONTROL JOINTS AT 20'-0" O.G. (TYR) ALIGN WITH COLUMN LINES WHERE POSSIBLE. 1. HOLD 5TUD5 TIGHT TO FACE OF WALL GIRT. IF BUILDING COLUMNS EXTEND BEYOND PLANE OF GIRT, SET BACK FACE OF GYP. AT FRONT OF FRAME AND HOLD TIGHT TO STRUCTURE. METAL BUILDING FRAME PER METAL BUILDING MANUFACTURER DO NOT TAPER COLUMNS (TYPICAL) WALL GIRT5; 51ZE AND 5PACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER (TYPICAL) 1/2" GYP BD OVER 5-5/8" MTL STUDS ® 16" O.G. TO 12'-0" A.F.F.; PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE I 1 I I I I I I I I I I I I I I I I e ° a a ' 5. I/2" .' a LINE OF 4" CONTINUOUS VINYL BASE a (TYPICAL); TO BE INSTALLED FOLLOWIN6 FIXTURE INSTALLATION tr tr, tr' 4 A 1 ROOF WARRANTY NOTE: 20-YEAR ALL WEATHER TIGHTNESS ROOF WARRANTY 15 REQUIRED ON LABOR AND MATERIAL. METAL PANEL AT BACK OF PARAPET WITH CONTINUOUS FLASHING AT ROOF PER METAL BUILDING MANUFACTURER STANDING SEAM ROOF BY METAL BUILDING MANUFACTURER; GALVALUME FIN15H (TYPJ PROVIDE R-5 THERMAL BLOCK AT ALL ROOF PURLINS (TYPJ SIMPLE SAVER ROOF INSULATION AT UNDERSIDE OF ROOF DECK; RE: INSULATION NOTE ON A-2.2 FOR REQUIREMENTS. 1 METAL BUILDING FRAME PER METAL BUILDING MANUFACTURER, DO NOT TAPER COLUMNS (TYP) - VINYL FACED INSULATION AT EXTERIOR WALL (CONT. TO UNDERSIDE OF DECK). RE: INSULATION NOTE ON 22 FOR REQUIREMENTS. THESE rLMS ARID ALL RROPOSSO iYORK ARE SUBJECT TO ANY CORREC T VIS REOUIREDD BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1/2" GYP BD OVER 5-5/5" MTL STUDS ® 16" O.G. TO 12'-0" A.F.F.; PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE — WAIL 61RT5; SIZE AND SPACING TO BE DETERMINED BY METAL BUILDING MANUFACTURER (TYPICAL) FEMS NOTE: PEMB MFR. TO HOLD FRAME LINE COLUMNS TO II-1/2" MAX. EXCEPT FRAME LINE COLUMNS ALONG SALES SUPPORT WALL WHICH SHALL NOT EXCEED 8" (TYP), AS REQUIRED BY FAMILY DOLLAR LINE OF CONTINUOUS BASE (TYPICAL); TO BE INSTALLED FOLLOWING FIXTURE INSTALLATION ° CONCRETE FOUNDATION; SEE STRUCTURAL FOR SIZES, DEPTHS, AND REINFORCING (TYPICAL) 01 3/A-8.1 12/A-6.1 1 II 1 I 1 I 1 II � II I 1 1 I I I I I II I II II I I II - I I II II 1 I I I III I II II II I CONTINUOUS METAL TRIM GAP PER METAL BUILDING MANUFACTURER (TYPICAL) CONTINUOUS FIRE TREATED WOOD BLOCKING AS REQUIRED (TYPICAL) T.O.PARAPET 20'-0" PRE -MOLDED CORNICE yfII11 METAL BUILDING FRAME PER METAL BUILDING MANUFACTURER (TYPICAL) I" EIF5 ON 5/6" DENS GLASS GOLD OVER 1-1/2" METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE (RE: NOA NO. II-1108.02) NOTES: I. ALL STRUCTURAL COMPONENTS MUST BE GLEANED AND FREE OF RUST. PROVIDE PAINT TOUGH UP IF REQUIRED. 2. NO ROOF PENETRATIONS ARE ALLOWED THROUGH ROOF SYSTEM B. PROVIDE CONTINUOUS SEAL AT TOP AND BOTTOM OF ALL GYP. BD WALLS, WALL AND FLOOR PENETRATIONS, STOREFRONT DOOR FRAMES, AND ROOF PENETRATIONS, COLOR TO MATCH ADJACENT FINISH. PROVIDE WATERTIGHT SEAL AT ALL EXTERIOR OPENINGS AND PENETRATIONS. 4. PROVIDE PRE-FAB PANEL CLOSURE MOLDING AT ALL PANEL ENDS (TYP) 5. GENERAL CONTRACTOR TO PROVIDE INSECT TREATMENT PER FAMILY DOLLAR SPECIFICATIONS (TYP) 6. INSTALL VERTICAL GYP. BOARD CONTROL JOINTS AT 20'-0" O.G. (TYP) ALIGN WITH COLUMN LINES FREE STANDING "6REEN50REEN" LATTICE WITH MOUNTING CLIPS. REFER 5PECIFIGATION5 FOR INSTALLATION. PRECAST CONCRETE SILL KING SIZE BRICK OVER 1-1/2" REVERSE METAL WALL PANEL SECURED TO METAL BUILDING 5TRUGTURE 1AiTLcaJA ArJ*A 3801 Kirby Drive, Suite 600 Houston, Taws 77096 tel: 713 8E4 7974 tee 719 804 976E REALESTATE DEVELOPMENT CONSIRUCT60N 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax Ln V 1 z O J W 0 O J LL O W w v N Z J O MENEM H 8 �:MN 2 O Z U. OLL a- q-ZS /S EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B. Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (Al): 06.25.2015 WALL SECTIONS SHEET NUMBER A-4.0 P" WALL SECTION 13 WALL SECTION 12 �WALL SECTION I SCALE: 3/4" = V-0" I I SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = V-0" N O OIL T.O. CORNICE T.O. RIDGE + 26'-1 I/4" A.F.F. OL T.O. CORNICE 26-1 1/4" A A. + 26'-1 1/4" A.F.F. A A.I SEGMENTED METAL BUILDING ---------- ♦� PARAPET GAP AND STRUCTURE ' TO PROVIDE WATER TIGHT SEAL PRE -MOLDED CORNICE 1 SEGMENTED METAL BUILDING PARAPET GAP AND STRUCTURE 3/A-8.1 TO PROVIDE WATER TIGHT SEAL �- ---------I ♦ SIM 57ANDINO SEAM ROOF BY METAL METAL WALL PANELS AND PARAPET. ♦ --� BUILDING MANUFACTURER; SEAL BUILDING WATERTIGHT WITH PRE -MOLDED CORNICE 6ALVALwE FINISH (TYPICAL) METAL BUILDING SYSTEMS METAL WALL PANELS AND PARAPET. i i VINYL FACED INSULATION AT UNDERSIDE SEAL BUILDING WATERTIGHT WITH , i OF ROOF DECK; RE: INSULATION NOTE METAL BUILDING SYSTEMS I I ON A-22 FOR REQUIREMENTS. Q PROVIDE R-5 THERMAL BLOCK AT I" EIFS ON 5/8" DEN5 GLA55 GOLD STANDING SEAM ROOF BY METAL Q ♦ '� '' .....i ALL ROOF PURLINS (TYPICAL) SHEATHING OVER 1-1/2" METAL WALL PANEL BUILDING MANUFACTURER; 6ALVALUME I" EIFS ON 5/6" DENS GLASS GOLD SECURED TO METAL BUILDING STRUCTURE FIN15H WITH 20 YEAR ALL WEATHER SHEATHING„ METAL AALL PANEL SEAM METAL PANEL AT BACK OF PARAPET (NOA NO. II-1108.02) ROOF WARRANTY (TYP) METTAL/BUILDING STRUCTURE BUILDIIi MANUFAING G�URER 6ALVALUME WITH CONTINUOUS FLASHING AT ROOF (RE: NOA NO. II-1106.02) FINISH WITH 20 YEAR ALL WEATHER PER METAL BUILDING MANUFACTURER ROOF WARRANTY (TYP) 12/A-8.1 SIMPLE SAVER ROOF INSULATION 12/A-8.1 - - - - } - - - - T.O.PARAPET jk .. ..---. -�♦ I _ I AT UNDERSIDE OF ROOF DECK SIMPLE SAVER ROOF INSULATION 1 1 20-0„ 1'I 1 (RE: INSULATION NOTES A-2.2) -----* -- ♦ AT UNDERSIDE OF ROOF DECK € METAL BUILDING WALL PANELS ; (RE: INSULATION NOTES A-22) i METAL BUILDING WALL PANELS + r I PRE -MOLDED CORNICE 1 EAVE STRUT PER METAL BUILDING MANUFAGTURERQ FAMILY DOLLAR SIGN (RE: ELEVATIONS) � FAMILY DOLLAR SIGN EVATIONS L RE EL I EIFS ON 5 8 DENS GLASS GOLD MET WALL PA SHEATHING OVER I I/2 AL NEL SECURED TO METAL BUILDING STRUCTURE I (RE: NOA NO. II-1108.02) , II MET BUILDING RI61D FRAME PER AL WALL GIRT, SIZE AND SPACING TO `; ` METAL BUILDING MANUFACTURER BE DETERMINED BY METAL BUILDING ' ' � � WALL GIRT; SIZE AND SPACING TO ; �,', I � (TYPIGAIa MANUFACTURER (TYPICAL) `- BE DETERMINED BY METAL BUILDING I, � -� . III I MANUFACTURER (TYPICAL) I I II> EXTERIOR �' EXTERIOR I/2" GYP. BOARD OVER 3-5/8" MTL STUDS No 16" O.G., EXTEND FULL HEIGHT i�- 2/A-8.1 �� TO UNDERSIDE OF ROOF DECK _. PEM$ NOTE` �.------------------- � � ---.'♦ ♦ SALES AREA 101 2/A-8.1 ------------------- ---- PEMB MFR. TO HOLD FRAME LINE .-- •♦♦ NOTES: COLUMNS TO 11-1/2" MAX. EXCEPT FRAME _. �- LINE COLUMNS ALONG TALES SUPPORT TIMPLE SAVER VINYL WRAPPED I. ALL STRUCTURAL COMPONENTS MUST �r �� WALL WHICH SHALL NOT EXCEED 8" i INSULATION AT EXTERIOR WALLT BE GLEANED AND FREE OF RUST. (TYP), AS, REQUIRED BY FAMILY (CONY. TO UNDERSIDE OF DECK) PROVIDE PAINT TOUGH UP IF , DOLLAR (RE: INSULATION NOTES A-2.2) REQUIRED. � '. �� " I/2 GYP. HOARD OVER 3-5/8 MTL i � � , � � 2. NO ROOF PENETRATIONS ARE li - 1 i STUDS ® 16" O.G., EXTEND TO UNDER5IDE OF ROOF DECK ALLOWED THROUGH ROOF SYSTEM I/ -8.1 ' II SIMPLE SAVER VINYL WRAPPED /Z1 - - - - - - - - - - 3. PROVIDE CONTINUOUS SEAL AT TOP _ ROOF WARRANTY NOTE, 1 1� �a INSULATION AT EXTERIOR WALL5 (CONT. To UNDERSIDE OF DECK) AND BOTTOM OF ALL GYP. BD KALL5, LL A D FLO 20-YEAR ALL WEATHER TIGHTNESS ROOF (RE: INSULATION NOTES A-2.2) A STOREFRONT DOOR y IS REQUIRED ON LABOR AND FRAMES, AND ROOF PENETRATIONS.WARRANTY B.O. ANNINS COLOR TO MATCH ADJACENT FINISH.MATERIAL. OL 10'-O" AF F. 1 B.O. AWNING 1 PROVIDE WATERTIGHT SEAL AT ALL AND �♦ •---•- ............... ♦�- - ---J: - ---• + to-O A.F.F. ♦, 1 ♦ 1� J- �� EXTERIOR OPENINGS PENETRATIONS. � � � � . FILE COPY •.-------------- -�-' .-- ----- • INTERIOR WALL CONSTRUCTION (BEYOND) 4. MOLDING AT ALL PANEL ENDS (TYP) METAL BUILDING FRAME PER METAL NOTES: 5. GENERAL CONTRACTOR TO PROVIDE �' BUILDING MANUFACTURER, DO NOT KAWNEER IR-501 WET GLAZED INSECT TREATMENT PER FAMILY L TAPER COLUMNS (TYPICAL) STOREFRONT SYSTEM (NOA NO. I. ALL STRUCTURAL COMPONENTS MUST BE DOLLAR SPECIFICATIONS (TYP) II II III I NO1E5 14-0430.18) WITH SAFLEX HP CLEAR INTERLAYERS (NOA NO. 14-0423.16), FANT TOUCNED HUPREQUIRED. OF PJ)ST. PROVIDE b. INSTALL VERTICAL GYP. BOARD - 1. ALL STRUCTURAL COMPONENTS MUST BE AS SHOWN (TYPICAL) KAWNEER IR-501 WET GLAZED CONTROL JOINTS AT 20'-0" O.G. -- GLEANED AND FREE OF RUST. PROVIDE 2 Q 2. NO ROOF PENETRATIONS ARE ALLOWED STOREFRONT SYSTEM (NOA NO. (TYP) ALIGN WITH COLUMN LINES I �- VINYL FACED INSULATION AT EXTERIOR PAINT TOUGH UP IF REQUIRED. THROUGH ROOF SYSTEM 14-0430.18) WITH SAFLEX HP CLEAR WHERE POSSIBLE. c _. INTERLAYERS (NOA NO. 14-0423.16), WALL (CONY. TO UNDERSIDE OF DECK). 2. NO ROOF PENETRATIONS ARE ALLOWED ' 3. PROVIDE CONTINUOUS SEAL AT TOP AND AS 5HOWN (TYPICAL) 1. HOLD STUDS TIGHT TO FACE OF WALL I' RE: INSULATION NOTE ON 2.2 FOR THROUGH ROOF SYSTEM BOTTOMALLPENGYP. GIRT. IF BUILDING COLUMNS EXTEND I v' REQUIREMENT5. AND FLOOR RATIONT STOREFRONT Q BEYOND PLANE OF GIRT, SET BACK 1 -. J - 3. PROVIDE CONTINUOUS SEAL AT TOP AND DOOR FRAMES, AND ROOF PENETRATIONS. COLOR TO MATCH ADJACENT FINISH. 2 FACE OF GYP. AT FRONT OF FRAME 7_ BOTTOM OF ALL GYP. BD WALL5, WALL AND HOLD TI6HT TO STRUCTURE. _- L AND FLOOR PENETRATIONS, STOREFRONT PROVIDE WATERTIGHT SEAL AT ALL DOOR FRAMES, AND ROOF PENETRATIONS. EXTERIOR OPENINGS AND PENETRATIONS. COLOR TO MATCH ADJACENT FINISH. PROVIDE WATERTIGHT SEAL AT ALL 4. PROVIDE PRE-FAB PANEL CLOSURE SALES, AREA 101 WALL 61RT5; SIZE AND SPACING TO BE DETERMINED BY METAL EXTERIOR OPENINGS AND PENETRATIONS. MOLDING AT ALL PANEL ENDS (TYP) BUILDING MANUFACTURER (TYP) 4. PROVIDE PRE-FAB PANEL CLOSURE AUTOMATIC BI-PARTING DOOR UNIT WITH INTEGRAL TRANSOM WINDOW. 5. GENERAL CONTRACTOR TO PROVIDE 1/2" GYP BOARD WITH 3-5/5" MTL STUDS ® Ib" O.EXTEND FULL HEIGHT TO I -� - MOLDING AT ALL PANEL ENDS (TYP) ALL GLASS 15 1" INSULATED AND INSECT TREATMENT PER FAMILY DOLLAR UNDERSIDE OF ROOF DECK FREE STANDING "6REEN50REEN" TEMPERED, TINTED. SPEGIFIGATIONS (TYP) PRECAST CONCRETE SILL LATTICE WITH MOUNTING CLIPS. REFER S. GENERAL CONTRACTOR TO PROVIDE "" SPECIFICATIONS FOR INSTALLATION. INSECT TREATMENT PER FAMILY DOLLAR 6. INSTALL VERTICAL GYP. BOARD CONTROL KING SIZE BRICK OVER 1-1/2" REVERSE SPECIFICATIONS (TYP) JOINTS AT 20'1 O.G. (TYP) ALIGN WITH METAL WALL PANEL SECURED TO METAL COLUMN LINES WHERE POSSIBLE. - BUILDING STRUCTURE ", PRECAST CONCRETE SILL 6. INSTALL VERTICAL GYP. BOARD CONTROL _.. LINE OF CONTINUOUS BASE JOINTS AT 20'1 O.G. (TYP) ALIGN WITH _ (TYPICALJ; TO BE INSTALLED 1. HOLD STUDS TIGHT TO FACE OF WALL m LINE OF CONTINUOUS BASE COLUMN LINES WHERE POSSIBLE. FOLLOWING FIXTURE INSTALLATION GIRT. IF BUILDING COLUMNS EXTEND (TYPICAL); TO BE INSTALLED BEYOND PLANE OF GIRT, SET BACK FACE FOLLOWING FIXTURE INSTALLATION 1. HOLD STUDS TIGHT TO FACE OF WALL CONCRETE FOUNDATION; SEE OF GYP AT FRONT OF FRAME AND HOLD GIRT. IF BUILDING COLUMNS EXTEND STRUCTURAL FOR SIZES, DEPTHS, TIGHT TO STRUCTURE. CONCRETE FOUNDATION; SEE KING BRICK OVER PINE" BEYOND PLANE OF GIRT, SET BACK FACE AND REINFORCING (TYPICAL) STRUCTURAL INUOUS BALED �� � III _ REVERSE METAL WALL PANEL REVERSE OF GYP AT FRONT OF FRAME AND HOLD . 4 , R III I I AND REINFORCING51(TYPIGAL)�S (TY�PIOAL)ON�BE `V ry SECURED TO METAL BUILDING TIGHT TO STRUCTURE. _.. m cv II I I FOLLOWING FIXTURE INSTALLATION STRUCTURE EXTERIOR OIL FINISHED FLOOR FINISHED FLOOR + 0'-O" FINISHED FLOOR OILd ° ° THESE I LANS AND A RIB d® d ARE SUBJECT TO ANY COMECTI0r3S REQUIRED BY FIELD NSPEC1101116 THAT ad d d d � LI BE NC4D�1 TO a a e I d , C0'.4r LY Y,J1TH ALL APPLICABLE CODES, ° a °a ° I d a WALL SECTION 3 k WALL SECTION 2 WALL SECTION � = SCALE. 3/4"1 -0„ SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" DATE: 10.16.201 JOB No.: 1405-9 DRAWN: FS, S CHECKED: Lb Ivn�qLCvtA 3801 Kirby Drive, Suite 800 Houston, Tez 77093 tel: 713 994 7974 f= 713 994 VM HIno MP N 0 1 REAL ESTATE DrVELCYPMENT GONSTRUi 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax oc z O J W LL O J 0 W Z J 0 r.4 z� M LU � =M Q O z U. LI r'I EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R. Florida Registration 4AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.20 PRELIM SET: 07.15.20 REVISED PRELIM SET: 08.05.20 PERMIT ISSUE: 10.16.2C COUNTY COMMENTS (At): 06.25.2C COUNTY COMMENTS (A2): 09.25.2C WALL SECTIONS SHEET NUMBER A-4.1 N T.O. CORNICE h T.O. CORNICE + 26'-1 I/4" A.F.F. + 26'-I I/4" A.F.F. 3/A-8.1 SEGMENTED METAL BUILDING ♦ ---� ���� ��! SEGMENTED METAL BUILDING --------- ..mot PARAPET GAP AND STRUCTURE ♦ PARAPET GAP AND STRUCTURE ; l TO PROVIDE WATER TIGHT SEAL TO PROVIDE WATER TIGHT SEAL PRE -MOLDED CORNICE j PRE -MOLDED CORNICE II ! I i II I II I i ! ,• I I I _• METAL WALL PANELS AND PARAPET. METAL WALL PANELS AND PARAPET. SEAL BUILDING WATERTIGHT WITH SEAL BUILDING WATERTIGHT WITH METAL BUILDING SYSTEMS II II METAL BUILDING SYSTEMS II II I" EIF5 ON 5/6" DENS GLASS GOLD 1 I I I" EIF5 ON 5/6" DENS 6LAS5 60LO I I SHEATHING OVER I-1/2" METAL WALL PANEL `_ SHEATHING OVER 1-1/2" METAL WALL PANEL SECURED TO METAL BUILDING STRUCTURE SECURED TO METAL BUILDING STRUCTURE (RE: NOA NO. II-1108.02) (RE: NOA NO. 11-1I08.02) II II I I R II 3 3 II STANDING SEAM ROOF BY METAL STANDING SEAM ROOF BY METAL BUILDING MANUFACTURER, 6ALVALUME 777 BUILDING MANUFACTURER; 6ALVALUME FINISH WITH 20 YEAR ALL WEATHER FINISH WITH 20 YEAR ALL WEATHER METAL BUILDING WALL PANELS I ROOF WARRANTY (TYP) METAL BUILDING WALL PANELS I I ROOF WARRANTY (TYP) I I I2/ _Ddl. 11 12/ I SIMPLE SAVER ROOF INSULATION SIMPLE SAVER ROOF INSULATION • • • • • • "+ AT UNDERSIDE OF ROOF DECK wo AT UNDER5IDE OF ROOF DECK a j (RE: INSULATION NOTES A-22) (RE: INSULATION NOTES A-2.2) I;I llllllRljjM7 - � II • 1 I l .:. Ili ... a .. � '' RAISED E.LF.S. RELIEF _ _ .... ♦ RAISED E.I.F.S. RELIEF ' .._. �♦ (ALIGN WITH T.O. PARAPET) (ALIGN WITH T.O. PARAPET) (RE: ELEVATIONS) (RE: ELEVATIONS) WALL GIRT, 5IZE AND SPACING TO '� � I I WALL GIRT: 5IZE AND SPACING TO• BE DETERMINED BY METAL BUILDING BE DETERMINED BY METAL BUILDING NOTES: ' I I MANUFACTURER (TYPICAL) MANUFACTURER (TYPICAL) I. ALL STRUCTURAL COMPONENTS MUST BE GLEANED AND FREE OF RUST. PROVIDE I' PAINT TOUGH UP IF REQUIRED. NING OIL AW B.O. O. AN 2. NO ROOF PENETRATIONS ARE ALLOWED + A.F.F. EXTERIOR THROUGH ROOF SYSTEM B. PROVIDE CONTINUOUS SEAL AT TOP AND _ 2/A-8.1 BOTTOM OF ALL GYP. BD WALL5, WALL ♦..................... l � � • � � � � •� AND FLOOR PENETRATION5, STOREFRONT _ • DOOR FRAMES, AND ROOF PENETRATIONS. SIMPLE SAVER VINYL WRAPPED SIMPLE SAVER VINYL WRAPPED COLOR TO MATCH ADJACENT FINISH. _ INSULATION AT EXTERIOR WALL5 INSULATION AT EXTERIOR WALL5 PROVIDE WATERTIGHT SEAL AT ALL (CONY. TO UNDERSIDE OF DECK) r (CONT. TO UNDERSIDE OF DECK) EXTERIOR OPENINGS AND PENETRATIONS. (RE: INSULATION NOTES A-2.2) (RE: INSULATION NOTES A-22) 4. PROVIDE PRE-FAB PANEL CLOSURE li I/2" GYP BD OVER 5-5/8" MTL III III MOLDING AT ALL PANEL EN05 (TYPJ I � 1/2" GYP BD OVER 5-516" MTL � I I � I/2" GYP BD OVER 3-5/8" MTL STUDS ® 16" O.G. TO 12'-0" A.F.F.; -- STUDS ® 16" O.G. TO 12--0" A.F.F.; � '- " STUDS ®16 O.G. TO 12 O A.F.F.; PROVIDE METAL CORNER BEAD AT 5. GENERAL CONTRACTOR TO PROVIDE - PROVIDE METAL CORNER BEAD AT PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE INSECT TREATMENT PER FAMILY DOLLAR TOP OF WALL FOR FIN15HED EDGE a TOP OF WALL FOR FIN15HW EDGE II I I II I I SPECIFICATIONS (TYP) l "BAHAMA" SHUTTER TO 6. INSTALL VERTICAL GYP. BOARD CONTROL_ I — "BAHAMA" SHUTTER TO SECURE TO METAL 61RT5. JOINTS AT 20'-0" O.G. fTYP) ALIGN WITH (RE: PEMS AND STRUCTURAL) r RE: PEMB AND 5TRUGTU I COLUMN LINES WHERE POSSIBLE. -- IL B.O. AWNING WALL GIRT; 5IZE AND SPACING TO + 10'-0" A.F.F. -- I 'i. D G I A 5 • BE DETERMINED BY METAL BUILDING II I PROVIDE BLOCKING AT SILL, _ HOLD STUDS TIGHT TO FACE Or BUILDING COLUMNS EXTEND HEADER, AND JAMB5 AS REQUIRED. ��._........ ♦ MANUFACTURER (TYPICAL) HEADER, AND JAMB5 AS REQUIRED. BEYOND PLANE OF GIRT, SET BACK FACE COORDINATE WITH METAL BUILDING (RE: STRUCTURAL) OF GYP AT FRONT OF FRAME AND HOLD STRUCTURE. 1 II I I TIGHT TO STRUCTURE. I I NOTES: III III Ill I. ALL STRUCTURAL COMPONENTS MUST BE I I GLEANED AND FREE OF RUST. PROVIDE I I I I PAINT TOUGH UP IF REQUIRED. EXTERIOR SPANDREL GLAZING. 1-5/4" FRAME EXTERIOR _ SPANDREL GLAZING. 1-5/4" FRAME SPANDREL GLAZING. FRAME TO MATCH STOREFRONT TO MATCH STOREFRONT I TO MATCH STOREFRONT THROUGH ROOF SYSTEM "BAHAMA" SHUTTER TO BE PROVIDE -- "BAHAMA" SHUTTER TO BE PROVIDE Qj 3. PROVIDE CONTINUOUS SEAL AT TOP AND TMESw RL"��I AND ALL IROPOBBD 4M3R� ARE SUBJECT TO ANY COF>+F1E.C?'ICPJS BY B51 (OR EQUIVALENT) WITH NOA m° BY MI (OR EQUIVALENT) WITH NOA BOTTOM OF ALL GYP. BD WALLS, WALL I I Il I NO. 12-O�106.05. REFER ATTACHED NOA. � NO. 12-01106.05. REFER ATTACHED NOA. AND FLOOR PENETRATIONS, STOREFRONT REQUIRLID BY MELD i'NSPEC-1i TuHX�Y' FRAMES,AND ROOF PENETRATIONS. MAY BE NECESSARY IItl (ll TO _ COLOR TO ADJACENT FINISH. PROVIDE WATERTI6HT SEAL AT ALL CMiirPLY WITH ALL APPLICABLE C©�,`;�. I I I I I I EXTERIOR OPENIN65 AND PENETRATIONS. I I I I I I SALES AREA 101 I I SALES AREA 101 4. PROVIDE PREFAB PANEL CLOSURE SALES AREA 101 Ili Il Il II Il I I I I I _ =_ Il Il I MOLDING AT ALL PANEL ENDS (TYP) II I.. •..I I I I 5. GENERAL CONTRACTOR TO PROVIDE INSECT TREATMENT PER FAMILY DOLLAR 3b" PRECAST CONCRETE SILL 3-0 CAST CONCRETE 51 PRE BILL SPECIFICATIONS (TYP) PRECAST CONCRETE SILL I I II IIKING liI5 BRICK OVER I -I 2�REVERSE IIOMA 6JOTELITOLMEIZ SIZE BRICK OVER I—I/2R REVERSE METAL WALL PANEL SECURED TO METAL L�I TALWALL PANEL TMETAL JOINTS A20'-0"O.G. (TYP) Al WITH METALWALL PANEL SECURED TO I I II I I l BUILDING STRUCTURE l BUILDING STRUCTURE COLUMN LINES WHERE POSSIBLE. 'll i I METAL BUILDING STRUCTURE I I I LINE OF CONTINUOUS BASE "� I I LINE OF CONTINUOUS BASE -1. HOLD STUDS TIGHT TO FACE OF WALL rn LINE OF CONTINUOUS BASE LA (TYPICAL); TO BE INSTALLED (TYPICATO BE INSTALLED L); GIRT. IF BUILDING COLUMNS EXTEND (TYPICAL); TO BE INSTALLED FOLLOWIN6 FIXTURE INSTALLATION FOLLOWING FIXTURE INSTALLATION BEYOND PLANE OF GIRT, SET BACK FACE FOLLOWING FIXTURE INSTALLATION OF GYP AT FRONT OF FRAME AND HOLD l CONCRETE FOUNDATION; SEE - CONCRETE FOUNDATION; SEE TIGHT TO STRUCTURE. l l l CONCRETE FOUNDATION; SEE STRUCTURAL FOR SIZES, DEPTHS, . STRUCTURAL FOR SIZES, DEPTHS, STRUCTURAL FOR SIZES, DEPTHS, m q I I Il Il AND REINFORCING (TYPICAL) m y- AND REINFORCING (TYPICAL) m q AND REINFORCING (TYPICAL) ry li I I I I I I I I I I I I I I I I I I I I I ry I I I I I I I I I I I I I I I I I I I I I N I I I I h FINISHED FLOOR I I I I I I I I I I I I I I l i I I FINISHED FLOOR � I I I I I i I I I I I I I I FINISHED FLOOR � - Il Il II Il ' d� .d d d� .d .4 O. d d - d dO, A. GQ ad .d Aldo d .d a dda a r WALL SECTION 3 WALL SECTION 2 WALL SECTION SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC 111111111 ill, I Iarv� L CWstian A T-A- Avt 3801 Kirby Drive, Suite 600 Houston, Texas 77M tel: 719 604 7974 fax: 719 694 9M Hmpm d+MENT C+ONSTRUCTICN 736 Cherry Street Chattanooga, TN 37402 423,643.9220 Office 423.664.7100 Fax O cc Y� Q M 0 .� ZE ac LL W O 9J O J LLL _O �� LLJ Uj U z J o o HMV) "�=M� 0 Z Um O rl li EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B. Florida Registration #AR-0010755 C7=v161L0L1 9:7��Idi��A_1 i•[:T���9:1 �9IrFX�I:IFk>iC! PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (At): 06.25.2015 WALL SECTIONS SHEET NUMBER A'4.2 I. STOREFRONT SYSTEM (CLEAR ANODIZED ALUMINUM) (RE: I/A-b.0) DATE: 10.16.2014 2. LINE OF CONTINUOUS BASE (TYPICAL); TO BE INSTALLED FOLLOWIN6 JOB No.: 1405-96 INSTALLATION OF FIXTURES (RE: A&/A-5.0) DRAWN: FS, SP 5. AUTOMATIC, BI-PARTING DOOR UNIT WITH INTEGRAL TRANSOM WINDOW. ALL 6LA55 15 1" INSULATED 4 TEMPERED. CHECKED: LLC 4. PEMB TO PROVIDE GALVALUME 1-1/2" "J" MOLD TO TRIM CORRUGATED PANELS AROUND 5 E HER PENETRA I NS IWJlD) D T OT T O .I,'NO"f 12 5. PEMB TO PROVIDE 6ALVALUME 1-1/2" "J" MOLD TO TRIM CORRUGATED PANELS AROUND HOLLOW METAL FRAME. _ _ _ _ _ _ _ _ _ _ 7 6. 1/2" GYP BOARD OVER 5-5/8" METAL. STUDS, CONTINUOUS TO UNDERSIDE OF ROOF DECK AT FRONT WALL; (REFER TO INTERIOR FIN15H SCHEDULE SHEET A-1.4 (TYPICAL)) 7. LINE OF NEW FIXTURES. TOP OF FIXTURE TO BE 8'-0" A.F.F. (TYPICAL), FIXTUREFL 4 BASE TO BE 8" A.F.F. (TYPICAL) P 8. 5'-0" x T-O" HOLLOA METAL FRAME (CASED OPENING) AS SCHEDULED. g I 9. 4'-0" x T-O" HOLLOW METAL DOOR AND FRAME (PAINT); PROVIDE ADA COMPLIANT ACCESSORIES AND HARDWARE, AS 50HEDULED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 F B 10. PAIR 5'-0" x T-O" ELIASON EASY SWING DOOR SYSTEM. ALL HARDWARE AND EQUIPMENT PROVIDED BY MANUFACTURER. li I I 2 11 11. INTERIOR PARTITION TO EXTEND FULL HEIGHT TO UNDERSIDE OF ROOF DECK AT OFFICE/RE5TROOM AND SALES SUPPORT AREA. AALL 15 UNRATED INTERIOR INTERIOR ELEVATION - SALES AREA PARTITION, WALLS TO BE PAINTED 5HERWIN AILLIAM5 COLOR (REFER TO INTERIOR FIN15H SCHEDULE SHEET A-1.4 (TYPICAL)) 4 SCALE: 1/4" = 1'-0" 12. 1/2" GYP BOARD OVER 5-5/5" METAL STUDS 49 16" O.G. CONTINUOUS TO 12'-0" A.F.F. - AT 51DE AALL5 - SECURED TO BUILDING STRUCTURE; PROVIDE METAL CORNER BEAD AT TOP OF WALL FOR FINISHED EDGE. (REFER TO INTERIOR FIN15H SCHEDULE SHEET A-1.4 (TYPICAL)) 15. METAL PANEL CLOSURE. REFER FIN15H SCHEDULE TO MATCH VINYL BASE COLOR 14. 5'-0" X T-O" HOLLOW METAL DOOR AND FRAME AS SCHEDULED. 15. ADA COMPLIANT E.D.F.; SPOUT SHALL BE NO HIGHER THAN 56" A.F.F.,MEA5URED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. WALL MOUNTED UNIT SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF q II THE APRON AND THE FLOOR OF AT LEAST 27" HIGH, 50" WIDE, AND 1T TO M" DEEP. (RE: MEP) 16. 48" FRP PANELS, WHITE; PROVIDE PVC TRIM MOLDING "M550" AT IN51DE CORNERS, "MS60" AT OUTSIDE CORNERS, "M565" AT DIVISIONS, AND "M5.10" AT EXPOSED EDGES. PROVIDE "Mgbl" OUT5IDE CORNER GUARD AT EXR05ED VERTICAL CORNERS. (ALL RESTROOM WALL5) (RE: DETAIL 6/A-1.5) / 17. FLOOR MOUNTED MOP SINK (RE: MEP) 01 P 16. WATER HEATER AND MOUNTING PLATFORM (RE: MEP). 6.C. TO ENSURE \ PROJECTION OF WATER HEATER MOUNTING PLATFORM AND BRACKETS DO NOT EXTENT MORE THAN 4" BEYOND FACE OF WALL UNLESS LOCATED AT 50" A.F.F. MINIMUM. ----- ------------------ P F 20 14. GALVALUME NARROW CORRUGATED INTERIOR WALL PANEL (FURNISHED BY METAL BLD6. VENDOR) FROM SLAB TO UNDERSIDE OF STRUCTURE. PROVIDE 20 METAL PANEL CLOSERS AND CONTINUOUS 5/6" SEALANT JOINT WHERE METAL PANEL ABUTS ADJACENT 6YP. BD. WALL FINISH. INTERIOR ELEVATION - SALES AREA 131 SCALE: 1/4" = V-0" — IKEY NOTES u(KEYN0TE5YMBOL) INTERIOR ELEVATIONS WALL SURFACE TO BE FINISHED, AS SCHEDULED 4" WALL BASE (RE: INTERIOR ELEVATIONS) T.O. BASE +4" A.F.F. r FLOORING. A5 SCHEDULED FRP WAIN5COT TO 4'-0" A.F.F. (TYPICAL) 8 10 METAL EDGE TRIM 19 7 7 6" WALL BASE (RE: 7 INTERIOR ELEVATIONS) — — — — — — — — — — — — — — — — — T.O. BASE +b" A.F.F. //0 �\ VINYL TILE FLOORING, AS SCHEDULEDI LM-i- —ill—I —LLU111 ITH11 — JA11111 — — �ULLLLU]11111�Lj O4" CONTINUOUS VINYL BASE O6" CONTINUOUS VINYL BASE (TYPICAL) (UN.0) (RE5TROOMS ONLY) FLOOR BASE DETAIL F SCALE: 3" = V-0" 1 v NOTE: NOTE: 6.C. TO PROVIDE EDF SKIRT 6.G. TO PROVIDE FRP MARLITE - TO MIN. TO 27" A.F.F. ON HI 51DE OF 4'-0" HIGH FROM FLOOR TO COVE HALL FOUNTAIN (RE: MEP) AROUND MOP 51NK. NOTE: RE: ADA SHEETS FOR REQUIRED DRINKING FOUNTAIN AC oE551BLE/MANEUVERING DIMENSIONS. 14 r- 1 3 f V5 III INTERIOR ELEVATION - SALES AREA SCALE: 1/4" = V-0" 2 THESE PLANS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD I'NSAECI ORS THAT MAY BE NECIMARY IN OROM TO. CO'diP LY WIT H ALL APPLICABLE CODES. 7----------------------I— [T) I(T) — — — — — — — — — — — — — — — — — — — — — — — — 4 (T) (0 (T) (T) Q u_ p (r) (r) (r) (T) (r) (T) P I I g (T) (TI (T) (q F B 13 2 13 P B 2 21 Zavr� L cWstian AT-A- AyCW 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tet: 713 604 7974 fax: 713 664 97M "%Pon r UONSrAUCTEC]N 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax Q O � m ink Q ce O J Q O Lr . Z LL 0 0 Z LU uo W U p� J OC Z J z� O� "2�MLn CC zLA. 0O0 EXPIRES: 02.28.2015 Larry L. Christian, A.I.A., N.C.A.R.13 Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 INTERIOR ELEVATIONS SHEET NUMBER AmS.O N N INTERIOR ELEVATION 5 ( INTERIOR ELEVATION - SALES AREA I SCALE: 1/4" = V-0" 1 SCALE: 1/4" = V-0" ROOF STRUCTURE BY METAL BUILDING MANUFACTURER THREADED RODS AND CONNECTIONS BY OTHERS, BRACE UNI-STRUT AS REQUIRED x YtY C UNI-5TRUT AS REQUIRED ATTACHED / LOD CEILING MOUNTED BRACKET BY CLINTON p r — TO STRUCTURE BY OTHERS. 41 Y •, ELECTRONICS (MODEL # GE-GM-S-6 FOR MAX. 5'-6" EXTEN5ION AND MODEL # GE-GM-L-12 0 o 4 STEEL PLATES FURNISHED BY BRACKET A 1 FOR MAX. II'-&" EXTENSION). VERIFY FINAL ' 4 MANUFACTURER ATTACHED TO UNI-STRUT �'` -���� �It" it," €a{� •` 3'+: FIXTURE PLAN PRIOR TO ORDERING. GALL ro— BY OTHERS. COORDINATE EXACT »• NOTEGH INTERNATIONAL AT 800-6-a-2580 EXT. 1404 FOR INFORMATION. BOTTOM OF l LOCATION WITH FAMILY DOLLAR'" CONSTRUCTION REPRESENTATIVE. MONITOR TO BE 8'-b" AFF. INSTALL 5AFE1 Y I GABLE AS INSTRUCTED BY MANUFACTURER. Q �Ri�fl re- " *'" N - ti+� ii37t �IatiG,Jj�il MONITOR SCREEN FURNISHED BY FAMILY DOLLAR STORE, INSTALLED BY GENERAL CONTRACTOR. — 4 g: FINI5HED FLOOR ( �` i T NOTE: MONITOR NOT INSTALLED IN ALL STORE LOCATIONS. ILL OR GG TO VERIFY WITH E a: FAMILY DOLLAR CONSTRUCTION REPRESENTATIVE IF MONITOR WILL BE REQUIRED PER 3 { _.. !, , '_......... ....... .... ..,...:... .,...w, ...n.:.. .. ...__. .,. ..., l E t i' a �t�.� LOCAL GRIME FACTOR. MONITOR TO BE INSTALLED BY OTHERS. £ i v I MONITOR MOUNTING DETAIL 9 3 SCALE: 3/4„ _ 1,_0:, r_..:!., --- __..., - " n. 3 _. Ei v PLAN VIEW 20-110' 6 6'-1 101 AHECK '" 6'-1 101 ------------------------------ ---- SE''�Q�+1'�i rrAri SECTION U'IEV1�'�8n 7oB31f P 4aIt 1 Q for C d i aRl.91e.! it' 1 5 g a S�tslioFt5 for a Ctla g h1,aiI W01d �'ar !! _ Ier N_.. t 14 arao Gr#° ! .1�+x;eeLoaul�� Ii9 Am.vci!d►is+xsa�.+.aew,�eaa�!.m�k,�ttanrn CHECK OUT (CASH WRAP) - SECTION 5 CHECK OUT STATION - ENLARGED PLAN 3 SCALE: N.T.S. ' SCALE: N.T.S. `fit + NOTES: COUNTER AREA (AT ACCESSIBLE 3/A6.0 --------------------------------------------- AISLE) �. a rpbv ...(tea '.�� �. � �3 � �s �.r Mom^• i,t'i ! t+ai C. I. CHECK OUT FIXTURE SUPPLIED BY 2/A-6.0 FAMILY DOLLAR STORES. 4. NUMBER OF AND DIMENSION OF g COUNTER TO BE AGGE551BLE PER IBC a : \- t_3 `m���� :' 'ten ...a ... � ... £ 2. G.G. TO REFER TO VENDOR'5 SPEC 1008.122; COUNTER To HAVE A SHEETS FOR CURRENT CABINET PORTION MICH 15 56" WIDE (MIN) AND LAYOUT AND DIMENSIONS. 34" - 46" HIGH (MAX) PER ANSI 111 SEC, 904.3 3. 56" WIDE x 54" HIGH PORTION OF , tu;a w . , , t CHECK OUT (CASH WRAP) - PLAN MIN SCALE: 1/2" = V-0"Aw 1- 12 6A. VERTICAL WIRE AT 40" O.G. EACH ' , ... • ..., WAY W MAX. FROM WALL rat . _. - ,. _ � : • ; ` 4 - I2 &A. DIAGONAL WIRES AT 45 DE&REE5 TO MAIN RUNNER5 IN BOTH DIRECTION5 AT ' , 12'-0" O.G. BOTH RAYS. FIRST POINT OF " t BRAGIN6 LOCATED WITHIN 4'-0" OF EACH WALL. ACOUSTIC CEILING '• ' PANEL A'' d_e c + \ F ,0�.. r��2`y CU T ERS D � k+ Z : j ' COUNTER �e INSTALLATION OF LAY IN ACOUSTICAL CEILING SHALL M � LOYEE S! D MAIN TEE COMPLY WITH THE FOLLOWING ASTM 5TANDARDS: t........ w iOt lb - C655: STANDARD FOR MANUFACTURE, PERFORMANCE, NOTES: : NOTES: f AND TE5TIN& OF METAL SUSPENSION SYSTEMS 3. 56" WIDE x 54" HIGH PORTION OF COUNTER AREA 3. 36" WIDE x 54" HIGH PORTION OF COUNTER AREA CRO55 TEE ( FOR ACOUSTICAL TILE AND LAY -IN PANEL I. CHECK OUT FIXTURE SUPPLIED BY FAMILY DOLLAR (AT ACCE551BLE AISLE) I. CHECK OUT FIXTURE SUPPLIED BY FAMILY DOLLAR (AT ACCESSIBLE AISLE) CEILIN65 STORES. STORES. - C656: STANDARD PRACTICE FOR INSTALLATION OF 4. NUMBER OF AND DIMENSION OF COUNTER TO BE 4. NUMBER OF AND DIMENSION OF COUNTER TO BE METAL CEILING 5USPEN51ON SYSTEMS FOR 2. G.G. TO REFER TO VENDOR'S SPEC SHEETS FOR ACCESSIBLE PER IBC 10o8.12.2; COUNTER TO HAVE 2. 6.G. TO REFER TO VENDOR'S SPEC SHEETS FOR ACCESSIBLE PER IBC 1008.12.2; COUNTER TO HAVE ACOUSTICAL TILE AND LAY -IN PANELS CURRENT CABINET LAYOUT AND DIMENSIONS. A PORTION WHICH 15 36" WIDE (MIN) AND 34" - 46" CURRENT CABINET LAYOUT AND DIMENSIONS. A PORTION WHICH 15 36" AIDE (MIN.) AND 54" - 46" / HIGH (MAX) PER ANSI II'i SEC 104.5 HIGH (MAXJ PER ANSI 111 SEC 404.5 SUPSENDED CEILING DETAIL \ 7 CHECK OUT (CASH WRAP) - ELEVATION 4 CHECK OUT (CASH WRAP) - ELEVATION 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. THESE rL4NS AjND ALL PROPOESD WORK _ I ARE SUBJECT TO ANY CORRECTIONS REQUIRE"D BY FIELD NSPEC"RRS THAT 1 / EMY BE NECESSARY IN ORDER TO CO°,IiPLY WITH ALL APPLICABLE CODES, DECK HOLD DOWN PIN 11 TO INSTALL DECKS, 2° 41-4' �2" 4'-4" 2' b. 2" 4'-4" �2" l' S" 2" T-5" r2- 4'-4" 2" 8" r2' 41-4' 2" 4'-4' 2" 1 TILT UPAARD AND " .D A MAXMAX.DID) 48" MAX L �: qb MAX DLA 48 DLO 48 M L J ( HOOK REAR MOLDING (48 MAX. DLA) (48 MAX. DLA) (48 MAX. DLA) (96 MAX DLO) ( J ( J i .,i. !, ,:"F ,., ':rt{t 'i+A:Ig.:v!'•h {t. :i., v €`f'itrh. 'ai. ,v. 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(M i ii3 i 3i t 9 j� 3t DECK MUST 51T ON 4 , ei tl aE,i I i "BET" rr3tt �jAi..II r't ti LOCK TAB ON BET i ro rE:id KAANEER IR-501 )NET GLAZED STOREFRONT 2' T`{'" T{'° 2' 777 SYSTEM (NBA NO. INSTALL BASE DECKS AND 5HELVE5 AS 51.10AN. BE SURE BASE END TRIM (BET) 15 INSTALLED BEFORE IN5TALLING HP CLEAR INTERLAERS MBASE DECKS. YER5 (NO WITH SAFLEX 5' 4' A NO. 14-0423mo), AS SHORN (TYPICAL) GONDOLA SHELVING DETAIL STOREFRONT ELEVATION 'I SCALE: 1/2" = V-0" SCALE: 1/4" = V-0" DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC Av 3801 Kirby Drive, Suite 600 Houston, Tev 77098 tel: 719 994 7974 fan 719 664 9759 r REAL ESTATED9 VELOPA-ENT OONSTRUCTN 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax Q O Q N Ol RZI- aQ in J Z ICc o J W 0 ILL O J LL o Q LLJ _^ w u U Vf J cc Jz 0 ~ Z U m F—c 2 /LL1 CC O 0 Z LL 0 vmq 8— EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B. Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (A2): 09.25.2015 MILLWORK NOTES AND DETAILS SHEET NUMBER A-6.0 DOOR SCHEDULE DOOR DOOR DOOR SIZE DOOR FRAME NO. TYPE (W x H) MATERIAL MATERIAL HINGES EMERGENCY 101 A 15'-4"x10'-0" G.L./ALUM. ALUM. BREAKOUT 01 B 4'-0" x T-0" H.M. H.M. HAGAR BB1279: 1-1/2 PR 5" x 5" USP T DOOR NOTES: HARDWARE RATING (MIN.) REMARKS NOTES DESCRIPTION I. COORDINATE ALL KEYING WITH OWNER. ABBREV T O 10. "DO NOT LATCH DEADBOLT WHEN ROOM 15 OCCUPIED" SIGN TO BE MOUNTED AT DOOR 2. REFER TO ACCESSIBLE DOOR REGAREMENT5 (ADAI-4) FOR CODE REQUIREMENT5. ON OFFICE INTERIOR. ALUM.: ALUMINUM EXIST.: EXISTING 3. FOR DETER ORDERS CONTACT: SECURITY SOURCE AT gT8.g83.8150, OR EMAIL: II. PROVIDE SIGN AT ENTRY 00OR(5) THAT IS VISIBLE DURING BUSINESS HOURS: "THIS DOOR 6.L.: GLASS LOCK SET CLOSER (SIDE) THRESHOLD ALL HARDWARE & WEATHER STRIPPING BY DOOR MANUFACTURER N/A TORMAX TX9200 OR STANLEY DOOR DURA-GLIDE 2000 1,2,4,6,7,11, 14,15 MAIN ENTRY FDGON5TR16TION®5EGURITY50URGE.GOM FAX: g15A 3.836I VEB51TE: WWW.DETEX.GOM. TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED". 516N SHALL CON515T OF ONE INCH H.B.: HARDBOARD FAGE5 (I") H16H BLACK LETTERS MOUNTED AT +5'-0" A.F.F. AND 516N SHALL BE PLACED ON THE H.G.H.B.: HOLLOW GORE dV RISK STORES: 'DETER' V40-01 AR IT 'DETER' CRASH BAR WITHOUT ALARM SALES AREA rH LID MECHANICAL OPTION, PAINTED 1/2" ALUMINUM N/A DEVICE. 'DETEX' -PILFER 1,2,3,4,5,6,9, EMERGENCY 4. ALL DOOR HARDWARE AND ITS OPERATION SHALL COMPLY WITH ADA RE6lUIREMENT5 E6RES5 SIDE. H.M.: HOLLOW METAL S FINISH; (PUSH SIDE) (MILL FINISH) GUARD. PROVIDE ILLUMINATED 14,15,16 EXIT DOOR AND ANY STATE OR LOCAL CODES. 6.G. SHALL COMPLY WITH THE M05T 5TRIN6ENT.. K.D.: KNOCK DOWN �H RISK STORES: DETEX "EMERGENCY EXIT ONLY" SIGNAGE DOOR TO MEET ADA DOOR OPENING PRESSURE 6UIDELINE5, MAXIMUM 5 LEIS (INTERIOR) 12. HOLD BOTTOM OF DOOR I" A.F.F. OR PROVIDE DOOR LOUVER (RE: MEP DRAWINGS) T.G.: TEMPERED 6LAZINC7 L-230X TDB MULTI POINT LOCK ABOVE DOOR & WEATHERSTRIPPING. 4 10-15 L155 (EXTERIOR) S.G.: SOLID GORE (W/ PLAM TWO PEEP HOLES AT 40" & 60" AFF 13. 1/2 CLEAR TEMPERED 6LAZIN6; TYPICAL AT INTERIOR VESTIBULE PARTITIONS AND W.D.: WOOD 5. ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE PAINTED TO MATCH WALL FIELD BI-PARTING DOOR AT INTERIOR 51DE OF VESTIBULE. COLOR ON EACH 51DE OF DOOR PER EXTERIOR 4 INTERIOR FINISH 5GHEDULE5. 14, ALL LOCKS ARE TO COME WITH STANDARD I -PIN SMALL INTERCHANGEABLE GORES 6. ALL EXTERIOR DOORS - INSTALL BRUSH STYLE SWEEPS. USE 5EALEAZE - (51FIG) CASED OPENING HALL G380GLA066L (X) X=3'-O", Y-6", OR W-O" (OR EQUAL). 15. 6.G. TO ORDER INSTAKEY GORES FROM SECURITY SOURCE, LING MULNO-478-284-2008 T STOREFRONT NOTE: PEMB TO NOTIFY 6.G. IF 5NOW LOAD AT HEAD BEAM 15 EGIUAL TO EMAIL a LMULNO®5EGURITY50URGE.G0M PAINTED PEEP SIGHTS AT 40" & 60" AFF 1 2 4 5 10 12 I PROVIDE MULLION HEAD RECEPTOR C 3'-0" x 7'-0" H.M. H.M. 1-1/2 PR (PUSH SIDE) N/A REFER MECHANICAL DRAWINGS. IF 14,15 OFFICE OR GREATER THAN 20 PLF. IF 50 THAN 6.G. 5 O 16. PROVIDE DOOR STIFFENER STEEL SECURITY A5TRA6AL #10-32 5NB'S FLRN15HED FOR 4-1/21 x 4-1/2" USP SCHLAGE: ALSOPD-626-JUP 12"x12" METAL LOUVER IS REQUIRED, 8. ELIA50N DOOR - 6.G. 15 RESPONSIBLE FOR PROVIDING AND INSTALLIN6 ELIA50N ALL EXTERIOR DOORS EXGLUDIN6 FRONT DOORS. FOR ORDERS CONTACT: SECURITY DOOR(5) AND HARDWARE. SOURCE AT ClIbAb3.5150. q• DETEX DOOR HARDWARE WILL BE PROVIDED AND INSTALLED BASED ON RISK C 3'-0" x 7'-0" H.M. H.M. HAGAR BB1279: 1-1/2 PR PAINTED N/A 2,4,5,12, MEN'S RESTROOM 4-1/2" x 4-1/2" USP SCHLAGE: AL80PD-626-JUP (PUSH SIDE) 1 4,15 CATE60RY, LOW R15K OR H16H RISK. 6.G. TO CONFIRM WITH THE FAMILY DOLLAR STORES PROJECT MANAGER BEFORE ORDERING DETEX HARDWARE. DETEX PANIC HAGAR BB1279: PAINTED N/A 2,4, WOMEN'S HARDWARE HAS A FUNCTIONAL DEPTH THICKER THAN STANDARD PANIC HARDWARE. C T-0" x T-0" H.M. H.M. 1-1/2 PR (PUSH SIDE) 14,15 RESTROOM 4-1/2" x 4-1/2" USP ELIASON EASY SWING DOOR SYSTEM: SALES D PAIR 3'-0" x T-0" PER MFG. PER MFG. ALL HARDWARE BY FIXTURE PROVIDER OR N/A MODEL - LWP-3; NO STOPS. ALL 2,4,8,14,15 SUPPORT ELIASON DOOR MANUFACTURER HARDWARE BY MANUFACTURER. AREA HAGAR BB1279: LOW RISK STORES: 'DETEX' V40-01 PAINTED PEMKO 'DETEX' CRASH BAR WITHOUT ALARM 'DETEX' 1,2,3,4,5,6,9, SALES B 4'-0" x 7'-0" H.M. H.M. 1-1/2 WITH LID MECHANICALOPTION, (PUSH SIDE) MODEL# 1715A N/A DEVICE. EAX 500 -PILFER 14,15,16 SUPPORT PR 5" x 5" USP 628 FINISH; (MILL FINISH GUARD. INSTALL TWO PEEP HOLES AT EXTERIOR HIGH RISK STORES: DETEX ALUMINUM) 40" & 60" AFF & WEATHERSTRIPPING. ECL-230X TDB MULTI POINT LOCK INSTALL THRESHOLD USING CONCRETE ANCHORS. DOOR TYPES I5'-4" AUTOMATIG BI-PARTIN6 DOOR UNIT w/ INTE6RAJ_ TRAN50M WINDOW. ALL 6LA55 15 1" INSULATED 4 TEMPERED I A[ A: ALUMINUM AND 6LA55 STOREFRONT DOORS PROVIDE 516NA6E ABOVE DOOR STATIN6 OTHI5 DOOR TO REMAIN UN-OGKM WHEN BUILDING 15 Ma PIED' DOOR DETAILS 1/2" TYPE 'X' GYP BOARD, EACH 51DE (PAINT) CONTINUOUS METAL STUD TRACK HOLLOW METAL DOOR FRAME (PAINT) 1/2" TYPE 'X' GYP BOARD, EACH SIDE (PAINT) CONTINUOUS METAL STUD TRACK, TOP AND BOTTOM OF WALL (TYPIGAL) HOLLOW METAL DOOR FRAME (PAINT) HOLLOW METAL DOOR FRAME (PAINT) WALL BASE (RE: FIN15H FINISHED FLOOR (RE: FINISH 50HE HEA I;) JAMIP SILL PILFER GUARD MOUNT TO DOOR JAM (PUSH SIDE OF DOOR ONLY)---\ EMERGENCY EGRESS RELEASE HARDWARE B: 4'-0" x T -O" HOLLOW METAL DOOR AND FRAME (PAINT); PROVIDE ADA GOMPLIANT AGGE55ORIE5 AND HARDWARE, AS SCHEDULED PROVIDE MATHER5TRAPPING AND THRESHOLD SET IN IFLEL BED OF MASTIC AT ALL EXTERIOR DOOR5 OYPIGA 1/2" TYPE 'X' GYP BOARD, EACH 51DE (PAINT) METAL STUD FRAMING AT 16" O.G. (TYPICAL) (U.N.0) 2x4 FIRE RETARDANT TREATED WOOD ELKS. 8" METAL BUILDING GIRT, PER METAL BUILDING MANUFACTURER HOLLOW METAL DOOR; PAINT TO MATCH FIELD COLOR OF ADJACENT WALL (TYPICAL) 1/2" TYPE 'X' GYP BOARD, EACH SIDE (PAINT) METAL STUD FRAMING AT 16" O.G. (TYPICAL) (U.N.0) all METAL BUILDING GIRT, PER METAL BUILDING MANUFACTURER HOLLOW METAL DOOR; PAINT TO MATCH FIELD COLOR OF ADJACENT WALL (TYPICAL) HOLLOW METAL DOOR; HOLLOW METAL DOOR PAINT TO MATCH FIELD FRAME (PAINT) COLOR OF ADJACENT FINISHED FLOOR WALL (TYPICAL) (RE, FINISH SCHEDULE) HEAP) JAMB SILL PEEP HOLE, WHERE REQUIRED (RE: DOOR SCHEDULE) DOOR LOUVER, WHERE REQUIRED (RE: MEP) G. Y-O" x T-O' HOLLOW METAL DOOR AND D: PAIR V-O" x 7'-O" ELIASON EASY SWING FRAME, WITH ADA GOMPLIANT LEVER DOOR SYSTEM: MODEL LWP-3 (NO 5TOP5); HARDWARE, GL05ER, AND AGGE550RIE5 A5 ALL HARDWARE AND EQUIPMENT 5GHEDULED;SEE MEP FOR DOOR UNDERCUT PROVIDED BY MANUFACTURER. AND LOUVER LOCATIONS. EXTERIOR FINISH, AS SCHEDULED DOUBLE PANE INSULA GLAZING (TEMPERED) APPLIED STOP (PER MANUFACTURE GALVANIZED FLASHING, AS REQUIRED STOREFRONT GLAZING, AS HOLLOW METAL DOOR, PAINT TO MATCH FIELD COLOR OF ADJACENT WALL (TYPICAL) EXTERIOR FINISH, AS SCHEDULED NOTE TED PROVIDE HEAD RECEPTOR AT TOP OF STOREFRONT IN AREAS WHERE SNOW LOAD EQUAL OR EXCEED 20 PLF KAY04EER MEDIUM STILE DOOR WITH CONTINUOUS HINGE (OR APPROVED EQUAL WITH CONTINUOUS HINGE) HOLLOW METAL DOOR FRAME (PAINT) r—HOLLOW METAL DOOR, PAINT TO MATCH FIELD COLOR OF ADJACENT WALL (TYPICAL) [ADA COMPLIANT THRESHOLD; SET IN FULL BED OF MASTIC. ANCHOR TO SLAB WITH EXPANSION SHIELDS, CAULK EACH SIDE. THRE5HOLD(5) SHALL NOT EXCEED 1/2" IN HE16HT; RAISED THRE5110LD5 AND FLOOR LEVEL 6HAN6E5 AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1.2 (1YPIGAU TRANSOM BAR ABOVE DOOR(S) DOOR STOPS AND WEATHERSTRIPPING (PER MANUFACTURER) KAWNEER MEDIUM STILE DOOR HE A (OR APPROVED EQUAL) JAMB SILL STOREFRONT AND GLAZIN6, A5 SCHEDULED PROVIDE DOOR STOP TO CONTROL SWI1146 DIRECTION AND WEATHERSTRIPPING (PER MANUFACTURER) STOREFRONT AND GLAZING, AS SCHEDULED KAWNEER MEDIUM STILE DOOR (OR APPROVED EQUAL) ADA COMPLIANT THRESHOLD; SET IN FULL BED OF MASTIC. ANCHOR TO SLAB WITH EXPANSION SHIELDS, CAULK EACH SIDE. THEES PLANS AND ALL P-ROP095D WORK ARE SUBJECT TO ANY C011RECTIONS RECUMID BY FIELD MSPEC'FORS THAT MAYBE NECESSARY Ik4 Of41. M TO F C0v1jj 'LY Wil H ALL APPLICABLE CODES. DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC Av4ritA 3801 Kirby Drive, Suits 600 HouxWn, Tem 77098 tel: 713 894 7974 rec 713 884 9788 Hq%pmmon REAL 'ESTATE IDEVELOPMENY CONSTRUCTION 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a� o 113, oc M oc o 0 a �R o f Q j Zp Z� O 0 Z LU U W � 9)� Z J Z O M c/ °�=MF- LU 0 0 Z � LL rmi CL EXPIRES: 02.28.2015 Larry L. Christian, A.I.A., N.C.A.R.B Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 DOOR SCHEDULE, DETAILS, AND NOTES SHEET NUMBER A-7.0 N _Jul Sim GAUGE TYPE UNSUPPORTED HEIGHT 24" O.G. I-5/8" 25 5T w-w 8'-B" 2-1/2" 25 ST 12.-6" 10'-9" 22 ST 151-0" 11.4.. 20 ST 15'-101, 12'-0" 5-5/6 25 ST 161-0" 15'-6" 22 5T IT'-5" 15'-0" 20 5T IT' -II" 15'-T" 20 Si 181-61. 18 5.1 Ib SJ 20'-0" 14 5J 22--0" 4" 25 5T I1'-3" 14'-5" 22 ST 18'-6" I6'-5" 20 ST 20 SJ 19'-10" 18'-10" 18 Si 20'-T' 16 5.1 22'-O" 14 5J 24'-0" b" 25 ST 20'-0" 15.-0" 22 5T 25 5' 22'-0" 20 ST 26'-1" 22'-10" 20 9J 2b'-8" 25'-8" 16 Si 28'-0" 16 5.1 50'-O" 14 5J 52.-0.' -1-1/4" 16 SJ 52'-0" 16 5.1 54'-0" 14 SJ 3T-0" 8" 18 ISJ 54'-b" 16 SJ 5T-4" 14 5J 5w-6" I. BASED ON INTERIOR NONBEARIN6 PARTITIONS WITH ONE LAYER OF GYPSUM BOARD EACH SIDE. USE 6AWE/TYPE AS 50HEDULED UNLESS NOTED OTHERH15E ON DRAWIN65. - RUNNER TRACK CAUSE TO MATCH STUD SAUCE. 2. WALLS OVER 12-0" HIGH TO BE LATERALLY BRACED AT 4'-0" O.G. VERTICAL WITH 1 1/2", 16 GA. GOLD -ROLLED CHANNEL GLIP5 ANCHORED TO THE METAL STUDS. METAL SIDING PANEL AT INTERIOR REAR WALL OF SALES AREA — PROVIDE SEALANT BED INSIDE OF METAL PANEL CLOSURE - EMBED METAL PANEL IN SEALANT - METAL PANEL CLOSURE FAINT TO MATCH VINYL BASE COLOR —� 'v c °a. < SEALANT BED BELOW METAL PANEL CLOSER 9 CONT. GALV. STUD TRACK STUD TRACK ANCHORED TO EXISTING CONCRETE SLAB WITH 0.145 DIA. POWDER ACTUATED FASTENERS ® 12" O.G. STAGGERED (TYP) n '4 ° ,, ° 4 a METAL BUILDING PANEL NOTE: INSULATION MUST BE REMOVED FROM VINYL BACKING PER METAL BUILDING MANUFACTURER REOUIREMENT5; INSULATION MUST NOT BE EXPOSED TO WEATHER GALVANIZED WALL MEMBER SCREW PER PEMB MANUFACTURER r + BASE TRIM COMPONENT PER METAL BUILDING MANUFACTURER (RE: PEMB MANUFACTURER DRAWINGS) TWO CONTINUOUS BEADS OF SILICONE TUBE SEALANT, AS SHOWN BASE PROFILE MEMBER SECURED TO EX15TINS CONCRETE SLAB WITH HILTI 'KWIK BOLT' (NOT PROVIDED BY PEMB MANUFACTURER) BASE PROFILE MEMBER PER FEMB MANUFACTURER (PROFILE MAY VARY) METAL BUILDING PANEL INSULATION MUST BE REMOVED FROM VINYL BACKING PER METAL BUILDING MANUFACTURER REQUIREMENTS; INSULATION MUST NOT BE EXPOSED TO WEATHER GALVANIZED WALL MEMBER SoREW PER FEMB MANUFACTURER LINE OF FINISHED PAVING (RE: CIVIL) — BASE TRIM COMPONENT PER METAL BUILDING MANUFACTURER (RE: PEMB MANUFACTURER DRAWIN65) TWO CONTINUOUS BEADS OF SILICONE TUBE SEALANT, A5 SHOWN - BASE PROFILE MEMBER SECURED TO EXISTING CONCRETE SLAB WITH HILTI KWIK BOLT' (NOT PROVIDED BY PEMB MANUFACTURER) BASE PROFILE MEMBER PER PEMB MANUFACTURER (PROFILE MAY VARY) METAL STUD BASE DETAIL 9 EXTERIOR PANEL BY-PASS CONDITION "B" 7 EXTERIOR PANEL FLUSH CONDITION ' ] 5 METAL STUD HEAD DETAIL 3 SCALE: 1-1/2" = 1'-0" SCALE: 3"=1'-0" SCALE:1- _ + STOREFRONT SYSTEM (CLEAR 4 1/2" ANODIZED ALUMINUM) WITH I" DOUBLE PANE INSULATED- TEMPERED GLAZING, A5 SHOWN (TYP)— CONCRETE FOUNDATION; SEE STRUCTURAL FOR SIZES, DEPTHS, AND REINFORCING (TYPICAL)— u SLIDING ENTRY DOOR FLOOR CONCRETE FOUNDATION; SEE STRUCTURAL FOR SIZES, DEPTHS, AND REINFORCING (TYPIGAL)— D p D 0 / --DD 1/2" GYP BOARD; FINISH AS SCHEDULED (TYPICAL) 5-5/6" METAL STUDS AT 16" O.G. (TYPICAL) U.N.O. (RE: STUD 5GHE1 FLOORING AND BASE, AS SCHEDULED EXISTING CONCRETE SLAB — FIN15HED FLOOR + 0'-0" CONT. 6ALV. STUD TRACK STUD TRACK ANCHORED TO EXI5TIN6 0 CONCRETE SLAB WITH 0,145 VIA. POWDER ACTUATED FASTENERS ® 12" O.G. STAGGERED (TYP) 4. a 1/2" GYP BOARD; FIN15H AS 50HE17ULED 5-5/6" METAL STUDS AT 16" O.G. (TYPICAL) U.N.O. (RE: STUD SCHEDULE) Ib GAUGE CONTINUOUS U-CHANNEL BRIDGING ELEV = + 48" O.G.(TYPICAL) 1 1/2" x 1 1/2" x 16 SAGE CLIP ANGLE 45" O.G. VERT. 4 HORIZ., ATTACHED TO STUD AND U-CHANNEL W/ (2) #10 TEK SCREWS PER CONNECTION NOTE: CLIP ANGLE LENGTH SHALL NOT BE LESS THAN 1/2" OF STUD DEPTH (TYFIGAL) STEEL STUD LIMITING HGT SCHEDULE 10 ENLARGED DETAILS 6 METAL STUD BASE DETAIL 4 METAL STUD BRIDGING DETAIL 2 CZ( --Al F- N T R SCALE: V = 1'-0" SCALE: 1-1/2" = V-0" _ SCALE: 1-1/2" = 1'-0" BOTTOM OF BUILDING CONTINUOUS 8-5/6" METAL STUD TRACK TOP (TYPICAL) 1/2" GYP. BOARD, BOTH 51DE5. (PAINT) (TYP) 6.C. TO PROVIDE WATER RE515TANT GYP BOARD AT ALL WET WALLS (TYPICAL) HORIZONTAL CHANNEL BRID61N6 AT 48" O.G. VERTICAL 5-5/6" METAL STUD FURRING AT 16" O.G. (TYPICAL) CONTINUOUS 5-5/6" METAL STUD TRACK BOTTOM FLOORING AND WALL BASE AS SCHEDULED P FIN15HED FLOOR ' + 0'-0" A.F.F. •-. EXTENDED FULL HEIGHT TO UNDERSIDE OF BUILDING STRUCTURE. SAME A5 "A", WITH LAY -IN CEILING AI ON ONE 51DE (ONLY). EXTEND 1/2" GYP. BD. TO 6" ABOVE CEILING. ^ SAME A5 "A", WITH LAY -IN CEILING rl2 ON EACH SIDE. EXTEND 1/2" GYP. BD. TO 6" ABOVE CEILING. NOT Y9m BOTTOM OF 5UILDIN6 I l STRUCTURE — CONTINUOUS 5-5/8" METAL STUD TRACK TOP (TYPICAL GALVALUME NARROW CORRUGATED METAL INTERIOR WALL PANEL (FURNISHED BY METAL 5LD6. VENDOR) ON 1/2" PLYWOOD AND METAL. STUD FROM SLAB TO UNDERSIDE OF STRUCTURE HORIZONTAL CHANNEL BRIDGING 7 AT 48" O.G. VERTICAL 1/2" GYP. BOARD. (PAINT) ... 5-5/6" METAL STUD FURRING AT 16" O.G. (TYPICAL) CONTINUOUS 5-5/6" METAL STUD TRACK BOTTOM ' FINISHED FLOOR -- + O'-O" A.F.F. •-"""-. 4/A-5O A3 AS 5HOWN SAME AS "A5", WITH LAY -IN CEILING A4 ON ONE 51DE (ONLY). EXTEND 1/2" GYP. BD. TO 6" ABOVE CEILING. BOTTOM OF BUILDING STRUCTURE CONTINUOUS 5-5/8" METAL STUD TRACK TOP (TYPICAL) GALVALUME NARROW C.ORRU6ATED METAL INTERIOR WALL PANEL (FURNISHED BY METAL BLDG. VENDOR) ON 1/2" PLYWOOD AND METAL STUD FROM 5LAB TO UNDERSIDE OF STRUCTURE HORIZONTAL CHANNEL BRIDGING AT 48" O.G. VERTICAL 1/2" GYP. BOARD. (PAINT) (TYPICAL) 5-5/8" METAL STUD FURRING AT 16" O.G. (TYR) - CONTINUOUS 5 5/6" METAL STUD TRACK BOTTOM FINISHED FLOOR + 0'-0" A.F.F. ONOT 1°D i STM OF BUILDING ; ' , ' CONTINUOUS STUD TRACK AT TOP STRUCTURE AND BOTTOM OF WALLS (TYPICAL); • 3 A-8.0 ` SECURE TO BUILDING STRUCTURE SUM. DIAGONAL STUD BRACING LINE OF NEW CEILING AS SECURED TO BUILDING SCHEDULED (RE: RCP) STRUGT. ABOVE AT 48" EIFS ON 5/8 DENS GLASS GOLD 'o O.G., ALTERNATING OVER METAL WALL PANEL SECURED CEILING HEIGHT TO METAL BUILDING STRUCTURE RE: RGP FOR HEIGHT) CONTINUOUS 6" METAL (RE: NOA No. 1-1108.02) STUD TRACK TOP 1/2" GYP BOARD TO I2'-0" A.F.F. OVER 5-5/6" MTL 57=5 ®Ib" O.G. CEILING HEIGHT RE: RCP FOR HEIGHT) METAL BUILDING FRAME PER ` LINE OF NEW CEILING A5 METAL BUILDINb MANUFACTURER, , y 2/A-8.0 RE: RCP DO NOT TAPER COLUMNS (TYP) SCHEDULED( ) 51M. 1/2 GYP. BOARD OVER 6 MTL STUDS ® 16" O.G. (EXTEND GYP PRECAST CONCRETE SILL BD 6" ABOVE CEILING (TYP) KING BRICK 2 1/2" 501JN0 ATTENUATION BLANKET AT RE57ROOM AREA G.G. TO PROVIDE WATER m WALL5 ONLY; EXTEND ABOVE RESISTANT GYP BOARD AT LINE OF CEILING (TYPICAL) ALL WET WALLS (TYPICAL) CONTINUOUS b" METAL SECURE BRICK TIES TO METAL STUD TRACK BOTTOM BUILDING STRUCTURE (TYP) I Y 6/A-6.0 LINE OF 6" CONTINUOUS VINYL LINE OF 4" CONTINUOUS VINYL BASE SUM. BASE (TYP); INSTALL FOLLOWING (TYPICAL.); INSTALLED FOLLOWING FIXTURE INSTALLATION FIXTURE INSTALLATION • FIN15HED FLOOR FINISHED FLOOR =. ....... + O'-O" A.F.F. + 0'-0" A.F.F. PLUMBING CHASE TO BE FURRED OUT WITH 1/2" W.R. 5 1/2 ° OGYP BOARD OVER 6" - 20 GAUGE METAL STUDS AT AS rSHOM 16" O.G.; S.C. TO PROVIDE FRP PANELS TO 48" A.F.F. AT ALL INTERIOR RE5TROOM WALL SURFACES o �. D SAME A5 "D" WITH MTL STUDS GI SAME AS "C", WITH 5-5/5" MTL STUD FURRING AT 16" O.G. DI SECURED TO UNDERSIDE OF ROOF DEC D (EXTEND 1/2" GYP BD 6" ABOVE CEILING (TYP)) D2 SAME A5 "0", WITH 6" METAL STUDS ® 16" O.G., AS REQUIRED (RE: i/A-8.1) D3 SAME A5 "D", WITH NO METAL STUD OR GYP. BOARD. INTERIOR WHITE WALL 'R' PANEL ATTACHED TO METAL BUILDING 5TRUCTURE. THESE PLANS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIOns REQUIRED BY FIELD INSPECIORS THAT tAAY BE N'ECEammY IN om" TO tt',% ?LY.WITH :ALL APPLICABLE CODES. DATE: 10.16.2014 JOB No.: 1405-96 DRAWN: FS, SP CHECKED: LLC Iarv�L(*.sfian AT-A- Arc�)iW 3801 Kirby Drive, Suite 600 Hovaton, Texas 77098 tel: 713 384 7974 iax 713 861 9750 CE LE,'S,TPe TE ^EVEL.,PMENi 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax 0 Ln Q Zo Q JZ oc O J W O O 9J U_ Q � W LJJ H v Z � O 0� =M �Q� oo lo~c ZLI. U.TMI 0- EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R.B Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.2014 PRELIM SET: 07.15.2014 REVISED PRELIM SET: 08.05.2014 PERMIT ISSUE: 10.16.2014 COUNTY COMMENTS (Al): 06.25.2015 PARTITION TYPES & DETAILS SHEET NUMBER A-8.0 N tl1 PARTITION TYPES 1 SCALE: 1" = 1'-0" -O 1/2" OL T.O. PARAPET "BAHAMA" SHUTTER (ABOVE) CONTINUOUS FIRE TREATED WOOD II BLOCKING AS REQUIRED (TYPICAL)SPANDREL GLAZING SYSTEM II 24 6A LR II BACK SHEETS 6ALV. METAL BUILDIN6 FRAMING 2 u AT PARAPET, PER MTL BRICK SILL (BELOW) BLIPS MANUFACTURER CONTINUOUS METAL FLASHING I 6AbE ANGLE ' it I" DRYVIT OUT�N5 ROOF HEIGHT CHANGE PAN REVERSE METAL WALL EIFS SYSTEM 5/8" tQ Q FLASHING MTL FLASHING, EXTEND BEHIND METAL PANEL AS 5HOAN PANELS AT EXTERIOR WALLS GLASS GOLD I �I I 12-14 x I I/4 ROOF, 12 O.G. q� g � � REVERSE METAL WALL METAL BUILDING P L , �I I" EIFS aS/l AT BACK OF PARAPET PANELS AT EXTERIOR WALLS GLASSHINS 1/4-14 x 1V8" ROOF STITCH WALL (TYPJ — — — — — — — — OVER 1-1/2" METAL WALL FSNR 6" O.G. - PANEL 5EGURED TO METAL I , - --- METAL BUILDING FRAMING AT BUILDING STRUCTURE Q D TL PARAPET, PER MBLDG 3/I6" X I/4" TAPE MASTIC 5T�L TUBE PER `r MANUFACTURER 5LD6 MTL. BUILDING MANUFACTURER. " '-- - - ---- 24 &A. LRII ROOF PROVIDE BLOCKING AT SILL, SHEETS 6ALV. I HEADER, AND JAMBS AS II II II ' REQUIRED. (RE: STRUCTURAL) �I TOP OF PURLIN 'll I I" EIFS O 5/8" GLASS GOLD SHEATHI "BAHAMA" SHUTTER TO 4-14 X 1 1/4 5TRUCT. SECURE TO METAL STUDS. , II II II I � FSNR I PER PURLIN (RE 5TRUG TURAL) I'I II II I METAL PANEL CLOSURE TRIM METAL BALDING PANELS I METAL PANEL CLOSURE TRIM CONTINUOUS FIRE TREATED WOOD I/2" GYP. BOARD OVER BLOCKING AS REQUIRED (TYR) 5-5/5" MTL STUDS ® 16" O.G., METAL GL051.11RE PANEL WITH DRIP EDSE5 1/2' GDX PLYWOOD SHEATHING NOT USED ENLARGED DETAIL1121ENLARGED PARAPET DETAIL ENLARGED PLAN DETAIL fl SCALE: NONE 1 SCALE: 1" = T-0' SCALE: 1" = T-0" SCALE: 1-1/2" = 1'-0' ^ II 1/2" ENLARGED PLAN DETAIL SCALE: 1-1/2" = 1'-0" 5/6" GDX PLYWOOD W/ 50# BUILDING FELT. TAPE AND SPACE ALL JOINTS. METAL BUILDING FRAME/GOL. (RE: STRUGT) 1/2" GYP. BOARD (PAINT) OVER 5-5/6" METAL 5TUD5 • 16" O.G.; EXTEND FULL HST. TO UNDERSIDE OF ROOF DECK CONTINUOUS METAL CORNER BEAD AT ALL OUTSIDE 0ORNER5 (TYP) METAL STUDS. PROVIDE HORIZONTAL BRACING EVERY 46" (RE: STRUCTURAL) KING SIZE EXTERIOR BRICK SECURED TO METAL BUILDING, STRUCTURE (RE: EXT. ELEVATION5) 14 6" 51/2" 8" I I/2�" �I I/4- METAL BUILDING CLADDING 1/2" TYPE 'X' GYP. BOARD (PAINT); EXTEND TO 5/8" GDX PLYWOOD W/ 50* BUILDING FELT. TAPE AND 3 I/2" 0 0 ; UNDERSIDE OF ROOF DECK 5-5/8" METAL STUDS AT 16"O.C. SPACE ALL JOINTS. METAL STUDS. PROVIDE m HORIZONTAL BRACING 0, ' 0 ------ -------------------------- EVERY 46" (RE: STRUCTURAL) O METAL BUILDING FRAME/COL. RE: PEMB 'v\ '0` C ' — ! i - CC, c _ o5�N! KING 51ZE EXTERIOR BRICK 0 i 0. 0 0 0, 00 SECURED TO METAL BUILDING O STRUCTURE (RE: EXT. ELEVATIONS) ,,, I � Di 0'.,0. 0 m a 1'-10'3/4" KING 51ZE EXTERIOR BRICK SECURED TO METAL BUILDING STRUCTURE (RE: EXT. ELEVATIONS) km N 1/2" GYP. BOARD EXTEND FULL HGT. TO 12-0" A.F.F. ENLARGED PLAN DETAIL @ ELECTRICAL PANEL crni r. 1-119" = 1,-n„ REVERSE METAL WALL PANEL OVER METAL BUILDING STRUCTURE KING SIZE EXTERIOR BRICK SECURED TO METAL BUILDING STRUCTURE (RE: EXT. ELEVATIONS) GENERAL NOTE: HOLD 5TUD5 TIGHT TO FACE OF WALL GIRT; HOWEVER IF BUILDING COLUMNS EXTEND BEYOND THE PLANE, SET BACK STUDS TO FACE OF GYP. BD. AND HOLD TIGHT TO STRUCTURE. METAL BUILDING FRAME/C.Ot METAL WALL PANEL OVER METAL BUILDING STRUCTURE ENLARGED PLAN DETAIL SCALE: 1-1/2" = 1'-0" 5/8" GDX PLYWOOD N/ 500 BUILDING FELT. TAPE AND SPACE ALL JOINTS. u KING SIZE EXTERIOR BRICK SECURED TO METAL BUILDING STRUCTURE (RE: EXT. ELEVATIONS) METAL STUDS. PROVIDE HORIZONTAL BRACING EVERY 48" (RE: STRUCTURAL) — METAL BUILDING CLADDING METAL BUILDING, FRAME/COL. RE: PEMB 5-5/6" METAL STUDS AT 16"O.G. 1/2" TYPE 'X' GYP. BOARD (PAII REVERSE METAL WALL PANEL OVER METAL BUILDING STRUCTURE GENERAL NOTE: HOLD STUDS T167HT TO FACE OF WALL GIRT; HOWEVER IF BUILDING COLUMNS EXTEND BEYOND THE PLANE, SET BACK STUDS TO FACE OF GYP. $D. AND HOLD TIGHT TO STRUCTURE. METAL BUILDING FRAME/C.oL. (RE: PEMB) -6" METAL STUDS AT 16" O.G. EXTERIOR GRADE PLYWOOD CONTINUOUS FIRE TREATED CONTINUOUS METAL TRIM WOOD 2X BLOCKING AS GAP PER METAL BUILDING MANUFACTURER (TYPICAL) REQUIRED, (TYP) T.O. PARAPET /h METAL PANEL AT BACK OF PARAPET WITH CONTINUOUS o +VARIES A.F.F. FLASHING AT ROOF PER METAL BUILDIN6 �II�II��-- PRE -MOLDED CORNICE MANUFACTURER 1-1/2' REVERSE METAL WALL PANELS I Q II II II I " EIF5 5/5" N5 GLASS ' TALL OVER I-I/2" L WALL PANEL SECURED TO METAL II BUILDING STRUCTURE II METAL BUILDING FRAMING II II AT PARAPET, PER METAL BUILDING MANUFACTURER III II II ii II II II II II I I iI 7 ENLARGED PARAPET DETAIL 3 METAL PANELS BY PEMB --- METAL EIUILVIN& FRAME PER MANUFACTURERMETAL IIIALUMINUM TUBE CANOPY PV FABRIC:.: COVER ON ALL SIVIES, FURNISHED BY REFER TO I .;. KALL GIRT, 51ZE AND - INSTALLATION _ TO BE DETERMINED BY METAL PROVIDED BY SI&NA6E BUILDING MANUFACTURER OR ADDITIONlL INFOR KALL INSULATION SYSTEM GOLD 5VAR56 OVER PANEL TO METAL •� -. ,.STRUCTURE aa�l TINS BRACKET O.c., EXTENDRUND OOF --. ONLY METAL CORNER BEAD CAULK AND BACKER ROD FLUORESCENT L16HT FIXTURE (REFER TO (GONT. TYPICAL) ELEC. DRAWIN65) PROVIDED BY 6.0. MTL. DRIP EDGE W/ CONT. SEALANT. 6 ENLARGED CANOPY DETAIL 2 SCALlL � r , !emu .. ni PAGE OF METAL KALL PANEL I 1/2" GYP. BOARD OVER 5-5/8" MTL 6LA55 in EIF5 EE STUDS ® 16' O.G., EXTEND FULL GOLD OVER HE16HT TO UNDERSIDE OF ROOF ;. 1-1/2" METAL HALL PANEL DECK AT FRONT WALL ONLY SECURED TO METAL BUILDING STRUCTURE T.O. STOREFRONT + 10'-O" A.F.F WALL BEYOND MTL. DRIP EDGE Al GONT. SEALANT. CONTINUES SEALANT AND BACKER ROD TYP. THESE PLANS AND ALL PROPOSSO WORK STOREFRONT SY57EM ARE SUBJECT TO ANY CORIREC! jnPl Al HEADERCONTINUA REQUIRED BY FIELD INSPfiC111ORS THAT SEALANT r BACKER ROD TYP. MAY BE NECIMAIll IN ORDER TO GC!M LY WITH ALL APPLICABLE CODES. DATE: 10.16.201 JOB 1 1405-9 DRAWN: FS, SI CHECKED: LLI Larrv� L" CWst an A ArJ*-d 8801 Kirby Drive, Suits 600 Houston, Texas 77098 tel: 710 064 7974 f= 713 0e4 0750 limmittm RE.ALESTA E L`tVEFLOPM".ENT [,C)N rrU. 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax O Q 0 O W O LLLL 00 Lill W v• � I � OC zJ o _l � o �M V) "�=M� O LU Z 0 Um LL a_ sA EXPIRES: 02.28.2017 Larry L. Christian, A.I.A., N.C.A.R Florida Registration #AR-0010755 REVISIONS PRELIM PLAN & ELEV REV: 05.08.20 PRELIM SET: 07.15.20 REVISED PRELIM SET: 08.05.20 PERMIT ISSUE: 10.16.2C COUNTY COMMENTS (Al): 06.25.2C SECTION DETAILS SHEET NUMBER A'8.7 Iv m ENLARGED PLAN DETAIL 13 ENLARGED PLAN DETAIL 5 ENLARGED SILL DETAIL 1 SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = V-0" SCALE: 1" = 1'-0" CONDUIT NOTE5: r I. THE ELECTRICAL CONTRACT LOCATIONS: • FROM TOP LEFT EDGE OF 't, THE DECK LINE FOR CCTV, • FROM THE TOP EDGE OF NC TURNING OUT AT DECK LINE; 12 MANAGER'S OFFICE O DM O O TC 3 q NOT VERIFY USED POTS 5 DO 6 DVR PHONE O ?E 1/2"C. AT THE FOLLOWING 51—I0ING DOOR TURNING OUT TO OF ALL EXTERIOR DOORS TO ICI CAM9 CAM u IF MANAGER'S WORKSTATION AND REGISTER #1 ARE COMBINED -THIS SCENARIO APPLIES. REGISTER LIWORKSTATION O 7 B REGISTER PDT O O 9®®10 LASER PHONE PRINTER O CPM3 i ( , s : C # CAM 10 F LV6 T . ._... _w.... . I. f . .7.»e .. .._.. . w .,...,. .,,,,,.,,,,..,,,,,,................L.............. ...,.......,1.,,,„,,, , .. .. , L^ .: r m•n.... COMMUNICATION-BOAR6 ! _. m.. »� ».» » ».»».-._�— ...,, ». �»».. »»» »..OFFICE SAC �. ^ SEE DETAIL I/E-4.1. (r� ... FIRE RAT�D7"Si7X�'RD" tiRE wT i Rt�l1LREC7:.. - ' 4 LV6 i f 1 LOW VOLTAGE PLAN SCALE:1/8"=1'—O" IF MANAGER'S WORKSTATION AND REGISTER #1 ARE SEPARATED -THIS SCENARIO APPLIES. REGISTER 1 O 7 REGISTER O MANAGER'SWORKSTATON O 9 LASER PRINTER 8 PDT NOT E EI 10 USED PHONE O REGISTER2 O 12 11 REG2 REGISTER SPARE 11519 O ® 13 14 SPARE PHONE O (PREFERRED 512E 15 4'x89 MOUNTED 2'—O" A.F.F. • PROVIDE QUAD RECEPTACLE A5 ..-"SHOWN A�Fi'-0"•tA:FF:-�ACH•51DE�F ,",""^fl41AD«;t�GRLL11T1I t REGISTER 3 O 16 15 REG 3 REGISTER SPARE 00 17 El 7 18 SPARE PHONE O RJ45 FACEPLATE PORT LAYOUT DIAGRAMMATIC ONLY 7, »- REGISTER4 O 20 19 REG4 REGISTER SPARE O 21 0022 SPARE PHONE O t HIRING KIOSK O 24 KIOSK O O ELECTRICAL PANELS AND VEN5TAR L16HTIN6 CONTROL PANEL, SEE CAMERA SYSTEM INSTALLATION REQUIREMENTS CAMERAS- LEAVE 25' OF SLACK LOOP AT ALL CAMERA LOCATION ENDS. FOR ALL CAMERAS, P6SFTim VIEWS TO CAPTURE ITEMS LISTED IN CAMERA INSTALLATION POWER POINT PRESENTATION SUPPLIED BY FDS. INSTALL CWERASAPPROXIMATELY 10'-14' AF.F, (NO LESS THAN 10' A.F.F), • CAMERA #1-ENTRANCE • CAMERA #2- REGISTER 1 • CAMERA #3- REGISTER 2 • CAMERA#4.OFFICE • CAMERA#5-HBA • CAMERA #6-AIR FRESHENER • CAMERA #7 -LAUNDRY • CAMERA $8 -STOCKROOM • CAMERA #9 -APPAREL • CAMERA #10 -COOLER • CAMERA #11-HEIGHT STRIP EXIT • CAMERA#12-EXTERIOR INTERACTIVE CAMERA SITES • CAMERA #13-REAR EXTERIOR • CAMERA #14 -AUTOMOTIVE • CAMERA#15-FLEX • CAMERA#16- PVM'S - FORALL PVM'S, CONNECT CAMERAS TO PVM'S PER LISTED IN CAMERA INSTALLATION POWER POINT PRESENTATION SUPPLIED BY FDS. INSTALL PVM'S WHERE BOTTOM OF PVM IS APPROXIMATELY 8'-1 2'A.F.F. (BOTTOM OF PVM NO LESS THAN 8' A.F.F.). RISK CLASS 4INTERACTIVE SYSTEM CAMERA SCHEMATICS AND INSTALLATION INSTRUCTIONS, (CURRENTLY USED BY IVERIFY OR INTERFACE TO INSTALL A GANZ 16HD DVR-12 CAMERAS AND 3 PVMS ON THE WEDNESDAY, THURSDAY, FRIDAY WEEK PRIORTO THURSDAY GRAND OPENING. VENDOR'S TRIGGERTO BEING/COMMENCE IS ONCE THE GRAND OPENING CALENDAR 15 RELEASED AND MP LAYOUTS BECOME AVAILABLE. THERE ARE PRIMARILY RC 4 SITES. THERE WILL BE SPECIAL CASES WHERE RC3 FIT THE BILL. I -VERIFY LEGEND SYMBot nESCRIMON D CAMERA (# = CAMERA NUMBER) pNA PUBLIC -VIEW MONITOR ® DVRBOX ® DOOR CONTACT FILE COPY WIRE/CABLETYPE • RG59=18/2SIAMESE=CAMERA&PVMS • CAT 5=DID HANDSETS • 22/4 STANDARD CM ALARM WIRE = ALL ALARM DEVICES (MOTIONS, DOOR CONTACTS, HOLD UP, TAMPERS, KEY PADS, GLASS BREAKS, AND SAFE CONTACTS. • 22/2STANDARD SHIELDED WIRE =SPEAKER &MICROPHONES. (1) WH CAT5E UTP CABLE -CABLE#4 MANAGER'S OFFICE IVERIFY TELCO DEMARC LOCATED ON THE COMMUNICATION BOARD (1) WH CAT5E UTP CABLETO RI-45 MOUNTED AT BACKBOARD TO THE LEFT OF THE 24-PORT PUNCH PANEL. (1) WH CAT5E UTP CABLE - CABLE #7 March310 Dodds Ave. P.O. Box 3689 Adams& Chattanooga, Tennessee 37404 0 Associates PH: (423)698-6675 Consulting Engineers MAA #: 14262 CAT5E CABLE INSTALLATION REQUIREMENTS 1. CATSE CABLES SHOU LD BE KEPT AT LEAST 12 INCH ES FROM ELECTRICAL LINES AN D OUTLETS. AVOI D ATTACHING CATSE TO TH E OUTSIDE OF POWER CONDUIT OR HANGING IT NEXT TO EXPOSED LINES. IN OPEN SPACES ABOVE DROP CEILINGS, DO NOT ALLOW CATSE CABLE TO REST ON TOP OF FLUORESCENT LIGHT FIXTURES. 2. CATSE CABLES CANNOT BE LAID ON TOP OF TH E CEILING TI LES OR GRID. THE CABLE SHOULD NEVER BE BENT TO LESS THAN A 1-INCH RADIUS. TH15 ALSO CAN LEAD TO WEAKENED OR BROKEN CONDUCTORS. CARE SHOULD BE TAKEN WHEN PULLING CABLES IN TO ENSURE THAT THEY ARE NOT KINKED OR NICKED. WHEN HANGING THE CABLES, AVOID CRIMPING THE CONDUCTOR WIRES. DO NOT USE STAPLES. USE CARE NOT TO OVER -TIGHTEN PLASTIC CABLE TIES. TYING CABLES TO CEILING TILE GRID HANGERS IS NOT PERMITTED. CABLES SHOULD BE TIED TO THE BUILDING SUPPORT STEEL ATA MINIMUM OF 5 FOOT INTERVALS. CABLE TIES SHOULD ONLY BE FINGER TIGHT TO AVOID CRUSHING THE CABLES AS THIS COULD AFFECT THE CABLES PERFORMANCE CHARACTERISTICS. DO NOT USE CABLE TIE GUNS OR STAPLE GUNS. ALL TERMINATING SHOULD BE CARRIED OUTACCORDING TO THE MANUFACTURERS' INSTRUCTIONS AND GUIDELINES, AND THE STANDARDS FOR GENERIC CABLING SYSTEMS. THE CABLE SHEATH SHOULD BE STRIPPED BACK NO MORE THAN %z INCH FROM THE POINT OF TERMINATION AND THE TWIST RATES SHOULD BE MAINTAINED. ALL PAIRS SHALL BE TERMINATED. STANDARDS SET FORTH BY EIA/TIA 568E DEFINE THE ACCEPTABLE WIRING AND COLOR -CODING SCHEMES FOR CABE CABLES. NO SPLICING, TAPPING OR BRIDGING DEVICES SHALL BE USED BETWEEN SPECIFIED CONNECTING HARDWARE. HOMERUN ALL CABLES FROM THE NETWORK EQUIPMENT DIRECTLY TO THE EQUIPMENT LOCATIONS WITHOUT ANY SPLICES OR JUNCTIONS IN BETWEEN THEM. CABLE INSTALLATION AND TERMINATION METHODS SHALL BE COMPLETED IN A MANNER THAT WILL NOT DEGRADE THE CABLE SPECIFICATION. ALL TERMINATIONS SHALL BE INSERTED BYTHE USE OF THE PROPER TOOL. 3. ALL CAT5E CABLING MUSTADHERE TO EIAMA STANDARDS AND THE CURRENT NATIONAL ELECTRIC CODE (NEC). 4. PUNCH ALL CABLES TO THE24-PORT PUNCH PANEL IN THE HUBBELL NETWORK ENCLOSURE, PUNCH ALL CABLES ATTHE DEVICE END, ATTACH THE NETWORK PATCH CABLES. ATTACH THE DEVICE PATCH CABLES. TEST THE CABE CABLES WITH THE PATCH CABLES ATTACHED AND TEST FOR PASS/FAIL AND CABLE LENGTH. LOW VOLTAGE TAGGED NOTES: LVI FURNISH AND INSTALL (1) CATSE CABLE AND RJ45 TERMINATION PLUG FOR CASHIER'S MODULE #1 FROM THE STORE'S NETWORK ENCLOSURE. A 20' SERVICE LOOP 15 TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT CASH -LANE #1 LOCATION. A 5' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE. FURNISH AND INSTALL (4) CATSE CABLES AND R145 TERMINATION PLUGS FOR CASHIER'S MODULE #2 FROM THE STORE'S LV2 NETWORK ENCLOSURE.A20'SERVICELOOP ISTOBENEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT CASH -LANE #2 LOCATION. A 5' SERVICE LOOP IS TO BE NEATLY COILED,TIE-WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE. LV3 FURNISH AND INSTALL (3) CATSE CABLES AND R)45 TERMINATION PLUGS FOR MANAGERS WORKSTATION FROM THE STORES NETWORK ENCLOSURE. A 20' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT MANAGER'S WORKSTATION LOCATION. A 5' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE. LV4 FURNISH AND INSTALL (1) CATSE CABLE AND R145 TERMINATION PLUG FORTHE APPLICATION STATION FROM THE STORES NETWORK ENCLOSURE. A 20' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ATAPPLICATION STATION LOCATION. A 5' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE NETWORK EQUIPMENT ENCLOSURE. LVB PROVIDE A (1 ) ONE FOOT PIECE OF 3' EMPTY CONDUIT RU NNING TH ROUGH THE WALL AT LOCATIONS AS SPECIFIED ON TH E PLANS. ALL CONDUITS SHALL BE LOCATED 6" TO BOTTOM OF PURLAN. PROVIDE FIRE CAULK AND CAP OFF CONDUIT FOR FUTURE USE BY FAMILY DOLLAR LV6 FU RN ISH AND INSTALL (5) CATSE CABLES AN D R445 TERMINATION PLUGS FOR THE MANAGERS OFFICE FROM THE STORE'S NETWORK ENCLOSURE. A 2C SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL AT MANGERS OFFICE LOCATION. A 5' SERVICE LOOP IS TO BE NEATLY COILED, TIE -WRAPPED, AND ATTACHED TO THE BUILDING SUPPORT STEEL ABOVE THE TELCO DEMARC. LV7 MOUNTALLDATA OUTLETS INOFFICE AT24"A.F.F. LV8 PROVIDE1"CONDUIT THROUGH EXTERIOR WALL AT LOCATION SHOWN AT PANELBOARDS FOR FUTURE ANTENNA CONNECTION. COORDINATE MOUNTING HEIGHT WITH FDS CONSTRUCTION REPRESENTATIVE. LV9 TOACCOMIDATEI-VERIFYEQUIPMENT, 2ADDITIONALI000TLETSAND4k4'SHEETOFFIRE RATED PLYWOODISTOBE MOUNTED IN THE MANAGER'S OFFICE. THE BOARD IS TO BE MOUNTED ON THE SHORT WALL FURTHEST FROM THE OFFICE DOOR THE BOARD IS MOUNTED 5'-O" AFF TO 9'-O"AFF.. FDS APPROVED VENDORS LIST: A. POS - DIRECT SOURCE - CARRIE SMITH, 952-314-0405, csmith@direclsource.com OR B. POS - BAILIWICK -AMY SAMPSON, 952-556-3835, asampson@bailiwidccom OR C. POS-STALEYTECHNOLOGIES - MICHELLE HANSON, 865-622-7674, michelle@smleyinc.com D. CAMERAS RISK CLASS 0.3 -SECURITY SOURCE -JENNA ROGOFF, 978-284-2020 E. CAMERAS RISK CLASS 4- I VERIFY - KEVIN KEENAN, 704-704.5532 F. BURGLAR ALARMS - BASS SECURITY- KYLE ANGELOFF - 888-774.3400 1. DEVELO PER/G.C. SHALL CONTACT FDS APPROVED VENDORS NO LATER THAN 10 WEEKS PRI 0 R TO POSSESSION TO SCHEDULE INSTALLATION TIMES WITH VENDORS. 2. ALL LOWVOLTAGE WORK IS TO BE COMPLETED NO LESS THAN FOUR WEEKS PRIOR TO FAMILY DOLLAR POSSESSION. 3. PRIORTO THE VENDORS ARRIVAL, THE COMMUNICATION BOARD, AND PERMANENT POWER ARE TO BE INSTALLED, STARTING IN APRIL 2014 PHONE LINES ARE TO BE INSTALLED. (3) WH CAT5E UTP CABLES -CABLES#8,9,10 MANAGER'S WORKSTATION (4) WH CATSE UTP CABLES - CABLES 411,12,13,14 (4) WH CATSE UTP CABLES -CABLES#15,16,17,18 (4) WH CAT5E UTP CABLES -CABLES#19,20,21,22 REGISTER2 REGISTERS VAPPLICABLE) REGISTER4 (IFAPPUCABLE) (1) WH CATH UTP CABLE - CABLE #24 APPLICATION STATION _E 24-PORT CATSE DATA PATCH PANEL LOCATED ON THE (4)WHCATSEUTP CABLES COMMUNICATION BACKBOARD -CABLES#1,2,5,6 (1)WHCUTP CABLE -CABLE #21#21 PRICECHECKI (ITAPPLICABLE) (1) WH CATSE UTP CABLE -CABLE#22 PRICECHECK2 MA CABLING RISER DIAGRAM B1ARLICABLE) 3 MMATIC ONLY DATE: JOB No.: DRAWN: CHECKED: 10.15.2014 1405-96 JLH GWE, TLM Al e`Q • SCE •• e • 0. 0 .• TAT r i e .e ., R 1 •. NAL e•�hennr��� REVISIONS PERMIT ISSUE: 10.15.2014 TFi -LAW AND ALL FIROPOfiSD NFIK ARE SLINECT TO ANY GonRED j-IOPJS REQUIRED BYRIELD INSPECTORS THAT fAAY BE NECESSARY IN Offs TO CC.'viPLY %finq ALL APPLICABLE CODES. LOW VOLTAGE PLAN SHEET NUMBER AIR TERMINAL SCHEDULE TYPE BASIS OF DESIGN SERVICE CFM RANGE TERMINAL SIZE NECK SIZE RUNOUT - ROUND I RECTANGULAR 0-70 12" x 12" 4"0 6"018" x 4" 75-155 24" x 24" 6"0 6"0 / 12" x 4" CEILING SUPPLY AIR 160-280 24" x 24" 8"0 8"0 / 12" x 6" 1 TITUS TMS DIFFUSER WITH OPPOSED BLADE 285435 24" x 24" 10"0 10"0 / 12" x 8" 440-625 24" x 24" 12"0 12"0 / 18" x 8" DAMPER 630-855 24" x 24" 14"0 14"0116" x 10" 860-980 24" x 24" 15"0 15"0 / 18" x 10" 1-105 6" x 6" --- 6"0110" x 4" 110-240 12" x 12" -- 8"0112" x 6" 245400 12" x 12" --- 10"0 / 14" x B" 405-540 24" x 24" -- 12"0 / 18" x 8" 2 TITUS 5OF CEILING RETURN I EXHAUST AIR GRILLE 545-740 24" x 24" --- 14"0 / 22" x 8" 745-950 24" x 24" --- 16"0128" x 8" 955-1180 24" x 24" -- 18"O 126" x 10" 1185.1410 24" x 24" --- 20"0 / 30" x 10" 1415-1710 24" x 24" --- 22"0 128" x 12" 2025-2500 48" x 24" 24"0132" x 14" SIDEWALL SUPPLY AIR 3 (NOTE 5) TITUS 30ORL REGISTER WITH OPPOSED BLADE REFER TO MECHANICAL PLANS FOR REGISTER SIZE AND CFM DAMPER 4 (NOTE 5) TITUS 35ORL SIDEWALL RETURN / EXHAUST AIR GRILLE REFER TO MECHANICAL PLANS FOR REGISTER SIZE AND CFM 5 TITUS CT-700L DOOR TRANSFER GIRLLE REFER TO MECHANICAL PLANS FOR REGISTER SIZE AND CFM TABLE NOTES: 1. CONFIRM ALL BORDERS, MARGIN TYPES AND MOUNTING BRACKET REQUIREMENTS PRIOR TO ORDERING DIFFUSERS, GRILLES, AND REGISTERS. 2. SUPPLY SURFACE MOUNTING KIT FOR ALL DIFFUSERS IN A NON LAY -IN CEILINGS. 3. RUNOUT SIZES ARE AS NOTED IN SCHEDULE UNLESS NOTED OTHERWISE ON MECHANICAL PLANS OR DETAILS. 4. NOT ALL SCHEDULED SIZES MAY BE USED. 5. WHERE DUCTWORK METAL IS VISIBLE BEHIND REGISTERS AND GRILLES, PAINT INSIDE OF DUCTWORK FLAT BLACK. 6. FINISH TO MATCH I BE ABLE TO MATCH CEILING, WALL, OR DOOR. 7. ACCEPTABLE MANUFACTURERS: CARNES, TUTTLE & BAILEY, PRICE, AND TITUS (NO SUBSTITUTIONS). 1-100 MARK (SEE AIR AIR FLOW (CFM) TERMINAL SCHEDULE) AIR TERMINAL KEY SPLIT HEAT PUMP SYSTEM SCHEDULE MARK HP-lA HP-2A HP-3A HP-4A CARRIER CARRIER CARRIER CARRIER BASIS OF DESIGN #FV4CNB006TOO #FV4CNB006TOO #FV4CNB006TOO #FV4CNBO06TOO NOMINAL TONS 5 5 5 5 WEIGHT (LBS) 300 300 300 300 SUPPLY AIR CFM 2000 2000 2000 2000 '= z OUTDOOR AIR CFM 300 300 300 300 INDOOR FAN HP E.S.P. 0.5 0.5 0.5 0.5 o MOTOR 0 Z KW @208V 11.3 11.3 11.3 11.3 HEATING VOLTS -PHASE 208-1 208.1 208-1 208-1 (ELECTRIC HEATING) STAGES 1 1 1 1 ELECTRICAL VOLTS -PHASE 208-1 208-1 208-1 208-1 REQUIREMENTS 76.3 76.3 76.3 76.3 (HEATER + MCA MOCP ao eo ao ao MOTOR) MARK HP-113 HP-213 HP-38 HP-48 CARRIER CARRIER CARRIER CARRIER F- BASIS OF DESIGN #25HCD36OA003 #25HCD360A003 #25HCD36OA003 #25HCD36OA003 z oWEIGHT (LBS) 250 250 250 250 VOLTS PHASE 208-3 208-3 208-3 208-3 o ELECTRICAL MCA 18.4 18.4 18A 18.4 REQUIREMENTS MOCP 30 30 30 30 TOTAL COOLING (MBH) 57.9 57.9 57.9 57.9 z SENSIBLE COOLING (MBH) 44.02 44.02 44.02 44.02 HEATING MBH 58.22 58.22 58.22 58.22 SEER/EER 13.7/11.5 13.7111.5 13.7/11.5 13.7/11.5 TABLE No I t:5: 1. COMBINATION RATINGS ARE BASED ON AN OUTDOOR AMBIENT TEMPERATURE OF 95"F db 1787 wb. AND MIXED AIR TEMPERATURE IS 807 db 167'wb. 2. COORDINATE OUTDOOR UNIT LOCATION(S) WITH ARCHITECTURAUSTRUCTURAL PLANS. 3. SUPPLY OUTDOOR UNITS WITH HAIL GUARD OR EQUIVALENT PROTECTION. 4. PROVIDE UNITS WITH: 4.1. COMPRESSOR START ASSIST-PTC TYPE 4.2. CRANKCASE HEATER 4.3. SUPPORT FEET 5. PROVIDE ALL UNITS WITH (3) SETS OF REPLACEMENT FILTERS PER UNIT 6. ALL UNITS TO BE PROVIDED WITH OPTIONAL COATINGS FOR FOR COASTAL APPLICATIONS. 7. UNITS TO BE EITHER CARRIER OR YORK ONLY 8. FOR YORK NATIONAL ACCOUNTS CONTACT FRED BRYANT 405-419-6349 OR EMAIL TO FREDERICK.N.BRYANT@JCI.COM. FOR CARRIER NATIONAL ACCOUNTS (#NA7331) CONTACT TERRIE TRULL @ 877-501-4432 OR EMAIL TO TERRIE.TRULL@CARRIER.UTC.COM, 9. PROVIDE WITH MANUFACTURER'S 7-DAY PROGRAMMABLE THERMOSTAT, SUB -BASE, AND LOCKBOX, UNLESS NOTED OTHERWISE ON PLANS. 10. PROVIDE WITH MANUFACTURER'S DRAIN PAN AND FLOAT SWITCH. 11. THE MCA AND BKRIMOCP LISTED ON THE SCHEDULE ARE THE TOTAL SINGLE -POINT CONNECTION REQUIREMENTS INCLUDING SUPPLEMENTAL ELECTRIC HEAT AS LISTED ON THE SCHEDULE. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE STRUCTURAL ENGINEER AND FOR THE COST OF ANY STRUCTURAL MODIFICATIONS FOR SUBSTITUTE EQUIPMENT THAT EXCEEDS WEIGHTS LISTED IN THIS SCHEDULE. 13. SMOKE DETECTORS ARE REQUIRED IN R/A DUCTWORK FOR UNITS LARGER THAN 5 TONS. MECHANICAL SYMBOLS CEILING DIFFUSER WITH FLEXIBLE DUCT (TYPE 1 -100 CFM) 1-100 CEILING RETURN/EXHAUST (TYPE 2- 200 48 CFM) 2-200 SIDEWALL SUPPLY REGISTER (20xl2, TYPE 3 � 175(;FM) 20xl2 3-175 SIDEWALL RETURN GRILLE (20xl2, TYPE 3 - �� 175CFM) '20x12 3-175 RECTANGULAR DUCT - WIDTH/DEPTH (FIRST ---1v72--- DIMENSION INDICATES SIDE SHOWN) 12^0 - ROUND DUCT - DIAMETER LOUVER - WIDTH/DEPTH(FIRSTDIMENSION =4 INDICATES SIDE SHOWN) INTAKE SHOWN (24x24) BD BALANCING DAMPER - MANUAL MD MODULATING DAMPER -MOTOR ACTUATED THERMOSTAT- WALL MOUNTED WITH UNIT M8'AFF DESIGNATION AND MOUNTING HEIGHT (TO RTU-1 BOTTOM OF THERMOSTAT) HUMIDISTAT - WALL MOUNTED WITH UNIT ,48'AFF DESIGNATION AND MOUNTING HEIGHT (TO RTU-1 BOTTOM OF THERMOSTAT) Q REMOTE TEMPERATURE SENSOR RETURNIEXHAUST AIRFLOW SUPPLY AIRFLOW �r DOOR UNDERCUT ABBREVIATIONS B.D. MANUAL BALANCING DAMPER M.D. MOTOR ACTUATED DAMPER CND CONDENSATE PIPING B.O.D. BOTTOM OF DUCT (A.F.F.) A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISHED GRADE MECHANICAL PROJECT NOTES 1. ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL LAWS AND ORDINANCES AND IN A MANNER SATISFACTORY TO THE AUTHORITY HAVING JURISDICTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL APPLICABLE FEES. 2. DUCTWORK AND MECHANICAL SYSTEMS ARE NOT DIMENSIONED. DO NOT SCALE FROM DRAWING(S.) MECHANICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND ENSURE THERE IS AVAILABLE SPACE FOR DUCTWORK BEFORE FABRICATION. 3. UNLESS OTHERWISE NOTED ON DRAWINGS, ALL DUCTWORK SHALL BE INSTALLED TIGHT TO STRUCTURE. 4. MECHANICAL CONTRACTOR SHALL NOT PASS DUCTWORK, MECHANICAL PIPING, OR ANY OTHER TYPE OF MECHANICAL EQUIPMENT DIRECTLY OVER ANY ELECTRICAL EQUIPMENT. COORDINATE WITH ELECTRICAL CONTRACTOR TO MAINTAIN ANY REQUIRED CLEARANCES. 5. COORDINATE ALL DIFFUSER, GRILLE & REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN, 6. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES AND INCIDENTALS TO THE WORK INVOLVED FOR A COMPLETE AND OPERATING FACILITY. 7. ALL EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ELECTRICAL STARTER, PROTECTIVE DEVICES AND INTERLOCKS REQUIRED FOR COMPLETE OPERABLE SYSTEM. 8. ALL MECHANICAL EQUIPMENT LOCATIONS SHALL BE COORDINATED TO ENSURE CLEAR ACCESS TO ALL AREAS. EQUIPMENT SHALL BE ORIENTED IN SUCH A MANNER AS TO ALLOW FOR FULL SERVICE/MAINTENANCE. 9. SIZE, COLOR AND FINISH FOR ALL EXTERIOR LOUVERIWALL CAP SHALL BE COORDINATED WITH THE ARCHITECTIOWNER. 10. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR TEST, ADJUST AND BALANCE OF THE AIR DISTRIBUTION SYSTEM. 11. ALL SUPPLY AND RETURN DUCT SHALL BE CONNECTED TO EQUIPMENT WITH FLEXIBLE UL LISTED CONNECTORS, 12. DUCTWORK DIMENSIONS SHOWN ON MECHANICAL PLANS ARE NET CLEAR INSIDE DIMENSIONS. 13. FRESH AIR INTAKES SHALL NOT BE LOCATED WITHIN 10'-0" OF EXHAUST OR RELIEF LOUVERS, WALL CAPS, PLUMBING VENTS, OR ROOF CAPS. 14. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING ANY EQUIPMENT SHIPPED IN SECTIONS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 15. COVER END OF ALL RETURN DUCTS WITH METAL MESH. 16. UNITS FROM 2,000 CFM TO 15,000 CFM MUST HAVE A DUCT MOUNTED SMOKE DETECTOR MOUNTED IN THE SUPPLY DUCT DOWNSTREAM OF ALL FILTERS [2002 NFPA 90A 6.4.2.11. SMOKE DETECTORS ARE ALSO REQUIRED IN THE RETURN AIR STREAM PRIOR TO ANY EXHAUSTING FROM THE BUILDING OR MIXING WITH FRESH AIR MAKE-UP UNLESS ALL PORTIONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE [INTERNATIONAL MECHANICAL CODE 606.2.1 AND EXCEPTION], THESE SMOKE DETECTORS MUST BE WIRED TO A FIRE ALARM SYSTEM WHEN ONE IS PROVIDED IN A CONSTANTLY ATTENDED LOCATION FOR SUPERVISORY SIGNALS [INTERNATIONAL MECHANICAL CODE 606.4.1 AND 2002 NFPA 90A 6.4.4] LOCAL ORDINANCES MAY HAVE MORE STRINGENT REQUIREMENTS. COORDINATE WITH ELECTRICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR LOCATIONS. 17. SEE ARCHITECTURAL PLANS FOR TYPE OF CONSTRUCTION, OCCUPANCY, AND THE INTENDED USE OF EACH SPACE. 18. SEE ARCHITECTURAL PLANS FOR'R' VALUES OF CONSTRUCTION COMPONENTS (SUCH AS WALLS, FLOORS, CEILING & PERIMETER INSULATION.) 18. INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX NOT EXCEEDING 4501N ACCORDANCE WITH ASTM E 84. 19. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN SUCH A WAY AS TO MINIMIZE VIBRATION TRANSMISSION TO STRUCTURAL MEMBERS. 20. CONTRACTOR TO PROVIDE ACCESS PANELS IN NON -LAY -IN TYPE CEILING (EXAMPLE GYPSUM CEILINGS) FOR ALL PIPE VALVES AND MECHANICAL DAMPERS FOR ACCESS. 21. ALL PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE FLASHED AND COUTERFLASHED IN A WATERPROOF MANNER(COLOR TO MATCH EXTERIOR). 22. ALL MOTORIZED DAMPERS ARE TO BE LOW VOLTAGE UNLESS NOTED OTHERWISE. 23. ALL SUSPENDED EQUIPMENT SHALL BE INDIVIDUALLY SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUSPEND FROM THE CEILING OR ITS SUPPORT SYSTEM, 24. APPLIANCES SERVING DIFFERENT AREAS OF A BUILDING OTHER THAN WHERE THEY ARE INSTALLED SHALL BE PERMANENTLY MARKED IN AN APPROVED MANNER THAT UNIQUELY IDENTIFIES THE APPLIANCE AND THE AREA IT SERVES. EXHAUST FAN SCHEDULE MARK EF-1 EF-2 GREENHECK GREENHECK BASIS OF DESIGN #SP-B110 #SP-B110 CFM 75 75 RPM 950 950 FAN MOTOR WATTS 80 80 EXTERNAL STATIC 0.5 0.5 PRESSURE (IN WG) SONES SPHERICAL 1.5 1.5 VOLTS/0 115/1 115/1 CONTROL LIGHT SWITCH LIGHTSWITCH TABLE NOTES: 1. PROVIDE WITH INTEGRAL BACKDRAFT DAMPER AND INSECT SCREEN. 2. PROVIDE SOLID STATE SPEED CONTROL, #5WSSC. 3. EQUAL ACCEPTABLE SUBSTITUTES: PENN, COOK. THESE CLANS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD NSPEC7iiRS THAT MAY BE NECISSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. HVAC SPECIAL BIDDING REQUIREMENTS HVAC EQUIPMENT PACKAGE - HUTTON CONSTRUCTION INC. FURNISHED ITEMS HUTTON CONSTRUCTION WILL SUPPLY THE HVAC EQUIPMENT DIRECTLY TO THE JOB SITE. PER PROJECT REQUIREMENTS: (4) SPLIT HEAT PUMP SYSTEMS WI MOUNTING CLIPS FOR OUTDOOR UNITS. NON INTEGRAL DISCONNECTS ARE SUPPLIED WITH THE ELECTRICAL SWITCH GEAR PACKAGE THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR ASSOCIATED WITH THE INSTALLATION AND START UP OF THIS EQUIPMENT. AIR DISTRIBUTION PACKAGE - HUTTON CONSTRUCTION INC. FURNISHED ITEMS HUTTON CONSTRUCTION WILL INCLUDE THE MECHANICAL ITEMS BELOW AS A PACKAGE DELIVERED DIRECTLY TO THE JOB SITE. ALL GRILLES, REGISTERS, & DIFFUSERS, TRANSFER GRILLS, BATHROOM EXHAUST FANS(INCLUDING WALL CAPS), WALL LOUVERS, MOTORIZED DAMPERS, CONICAL TAKEOFFS, AND FLEX DUCT, (GAS UNIT HEATERS IF APPLICABLE). ALL SIZES WILL BE DETERMINED BASED ON THE INDIVIDUAL BUILDING MECHANICAL LAYOUT. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR ASSOCIATED WITH THE INSTALLATION OF THESE ITEMS PROVIDED BY THE HUTTON CONSTRUCTION. ALL ASSOCIATE DUCT WORK, TRANSITIONS, REDUCERS & INSULATION SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR TO INSURE THAT A COMPLETE AND OPERABLE SYSTEM IS PROVIDED TO THE OWNER. VENTILATION CALCULATIONS CALCULATIONS BASED ON THE 2007 ASHRAE 90.1 CODE TABLE 6-1 FAMILY DOLLAR OFFICE/ BREAK {OFFICE SPACE) _ {78 SOFT X 7 PERSON/1000 SF X 5 CFM/PERSON) + (78 SOFT X .O6 CFMISQFT) =10 CFM SALES FLOOR {SUPERMARKET) _ (6624SQFT X 8 PERSON/1000 SF X 7.5 CFM/PERSON) + (6624S OFT X .O6 CFM/SQFT) = 795 CFM CORRIDOR (CORRIDOR) _ (76 SOFT) X (0.06 CFM/SQFT) = 5 CFM SALES SUPPORT (SHIPPING & RECEIVING) _ (746 SOFT) X (0.12 CFM/SQFT) = 90 CFM =10 CFM + 795 CFM + 5 CFM + 90 CFM = 900 CFM SYSTEM PROVIDES 1200 CFM TOTAL. EACH UNIT IS TO PROVIDE 300 CFM OF FRESH AIR TO SPACE. DATE: 10.15.2014 JOB No.: 1405-96 DRAWN: JAW CHECKED: CJW IA7� L Cb&ian AJA Arc)kect 3801 Kirby Drive, Suite 600 Houston, Tem 77098 tel: 713 664 7974 fu: 713 064 9756 EAT. ESTATE DEVELOPMENT CONSTROC'TWU 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax a 0 fV � m Q ..a z� o J W O LL LL Z �j ft� 0 Q a LU W v CC Z N J ZJ C) 0 DM �0 Z L.L OLL l"4 a_ ggq9Al1AA "• i N `�l r O R!'D1n\�,d NAL " REVISIONS PERMIT ISSUE: 1OA5.2014 BILE GOPY MECHANICAL SCHEDULES & NOTES SHEET NUMBER PAIN---..-_.. OVERSIZED PIPE CLAMP 2x6 SYNTHETIC WOOD 'TREK ' NO ACQ TREATED SET ON ROOF. WOOD ALLOWED. CUT TO FIT BETWEEN STANDING NOTES: ARD IS 1. INSULATION SHALL COVER THE ENTIRE LENGTH OF THE NUT SrTO CONTACT TAKE -OFFS AND TOP OF GRILLE. ROOF DECK. 2. SEE AIR TERMINAL SCHEDULE FOR SIZE OF RECTANGULAR AND ROUND TAKE -OFFS. pPop 3. FOR FLEX DUCT, SECURE TOP & BOTTOM WITH BAND ON O INSIDE LINER & wl BAND ON OUTSIDE OF INSULATION. SUPPORT RIDGID DUCT WITH 1} METAL STRAPPING, 4FT. O.C. TRUNK TAKE -OFF RECTANGULAR METAL DUCT) TAKE -OFF PLENUM RATED BAND OR SCREW CLAMPS TYPICAL FLEXIBLE DUCT, MAXIMUM LENGTH 12' (FLEXIBLE DUCT SHALL BE COMPLETELY VERTICAL, NO BENDS OR OFFSETS) SQUARE TO ROUND NECK ADAPTER \- CEILING \- RETURNIEXHAUSTGRILLE RETURN/EXHAUST DUCT TAKE -OFF DETAIL NO SCALE IFF BLADE DAMPER MOUNTED REGISTER TYPICAL ARRANGEMENT OF OPPOSING REGISTERS IN ROUND DUCT NO SCALE SECURE PER SMACNA i I `EXTEND STRAP MINIMUM 1' UNDER PROVIDE SHEET METAL SCR DUCT FASTENER AT SIDE & BOTTOM OF STRAP �I BAND OF SAME SIZE AS HANGERSTRAP / 5TO DUCT, MAXIMUM SIX (6) 3/8' x 1-1/2' LAG B( LOAD RATED FASTENERS NOTE: SPACING OF SUPPORTS METAL ROOF PANELS SHALL BE AT 5' ON CENTERS FOR ALL PIPE DCIERIOR SIZES GUTTER EUS-TOMERIC SMACNA THROUGH WALL MAY VARY IN SIZE SECURE PER SMACNA ALL THREAD ROD - WP, GFI DUPLEX RECEPTACLE BOTTOM OF CONDENSING UNIT BOTTOM OF CONDENSING UNO--n/ STAINLESS STEEL BOLT AND LOCK WASHER PROVIDED STANDING SEAM - ELECTRICAL CONDUIT TO PANEL CONDENSING UNIT (BACK SIDE OF UNIT) / DOUBLE NUT AND LOCK WASHER UNI—STRUT FULL LENGTH OF CONDENSING UNIT BOLT CONDENSING UNIT BASE PAN THROUGH IUNI—STRUT AS CLOSE TO METAL RDDF UTILITY CLAMP AS PRACTICAL. DYNAMIC FASTENERS INC, IS-54 CLAMPS. CALL DYNAMIC FASTENERS AT 8OO_R21-5448 —STAINLESS STEEL SET SCREWS (2) WAC CONTRACTOR SHALL INSTALL "B—LINV' ffa UNI—STRUT (13/1(r TALL) IN THE INBOARD POSITION TO COMPENSATE FOR ROOF SLOPE STANDING SEAM —ON METAL ROOF WAC CONTRACTOR irii METAL ROOF UTILITY SHALL CENTER CLAMPS EQUAL TO CONDENSING UNIT SLOPE — DYNAMIC FASTENER OVER STANDING"S-5—U." MINIMUM OF SEAMS SUCH THATONTRACTOR SHALL (4) PLR UNIT, INSTALL THE FRONT AND "B—LINE" B22 PER MANUFACTURER'S REAR HAVE THEUr (1-5/8' RECOMMENDATIONS. SAME AMOUNT OF BACK THE OUTBOARD LEVEL AND ANCHOR OVERHANG POSITION TO COMPENSATE CONDENSING UNITS TO FOR ROOF SLOPE CLAMPS. SfIAIL POSITION EACH UNI—STRUT AND EXTERIOR UTILITY CLAMP AS CLOSE TO WALL LEFT AND RIGHT AS PRACTICAL USE DOMFE EPDM RUBBER ROOT ROOF PLAN VIEW WALUMINUM TRAIT RING BASE FOR WALL PENETRATION OF LIQUID AND SUCTION LINES, CALL DOME AT DEKTTE 800-323-0720. RUBBER BOOT ROOF MOUNTED CONDENSING UNIT DETAIL NO SCALE BOLT&WASHER ��CT TH, ANGLE MAXIMUM NOTE: FOR DUCT HANGER MINIMUM SIZES, UPPER ATTACHMENTS, AND HANGER SPACING REFER TO THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, LATEST ADDITION. LOCAL CODES MAY HAVE MORE STRINGENT REQUIREMENTS. HANGERS DETAIL NO SCALE C CONDENSATE DRAIN PIPE SIZE - 0 TO 2 TONS 314' . 2.112 TO 5 TONS 1" -5 TO30 TONS W/4' M TO 50 TONS 1-1T2" 51 TO 170 TONS 2' OPEN TO ATMOSPHERE COIL CONDENSATE NO SCALE SUPPLY TRUNK TAKE -OFF 7'-0' MAX MANUAL DAMPER (MUST BE ACCESSIBLE) FLEX DUCT 0 / R=D ROUND METAL DUCT SLOPE PIPING TO POINT OF DISPOSAL SEAL DEPTH = MAXIMUM STATIC PRESSURE (IN INCHES) +2' DRAIN PIPING DETAIL THESE rL*16 AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD fNSPEC'PORS THAT tl,AY BE NECLESSA11Y IN ORDER TO CO, v'PLY WITH ALL APPLICABLE CODES, SUPPORT RIDGID DUCT WITH I? METAL STRAPPING, 4FT. O.C. PROVIDE SHEET METAL SADDLE AND HANGERS TO PREVENT SAGGING. PLENUM RATED RUBBERIPLASTIC SUPPORT BANDS OR THERMAFLEX FLEXFLOW ELBOW SUPPORT SHALL BE ACCEPTABLE FOR FLEX DUCT SECURE SA & RA TOP & BOTTOM WITH BAND ON INSIDE LINER & wl BAND ON OUTSIDE OF INSULATION PLENUM RATED BAND OR SCREW CLAMPS TYPICAL CEILING DIFFUSER DUCT RUNOUT DETAIL NO SCALE NOTE, INSULATION SHALL COVER THE ENTIRE LENGTH OF THE RUNOUT AND TOP OF DIFFUSER. SIZE CHANGE ADAPTER IF REQUIRED DATE: 10.15,201' JOB No.: 1405-9( DRAWN: JAV CHECKED: CJV Ard*A 3801 Kirby Drive, Suits 600 Houston, Texas 77098 tel: 713 ON 7974 far. 713 664 0756 Coleco I PAL ESTATE DEVELOPMENT CON TT 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664.7100 Fax O fV Lo � aQ o J LZ � Li o NJ w �Q W V zN �MN o 2 =M O Z LLO OLL i�ge6uxx - �,FrG 4i • N . 7 $ A EOF ;� �0R10PG���. NA 00*18 B 0 REVISIONS PERMIT ISSUE: 10.15.2( MECHANICAL DETAILS SHEET NUMBER M = 0.2 COOLER/FREEZER CONDENSING UNITS ARE BY OTHERS. CONTRACTOR TO COORDINATE WITH OTHERS BEFORE INSTALLING HEAT PUMP CONDENSING UNITS. O O O 2 PARTIAL ROOF MECHANICAL PLAN M_�,1 SCALE:1/8"=V-0" NORTH KEYED NOTES O WALL CAP GREENHECK #WC-8 OR EQUIVALENT. O EXHAUST FAN CONTROLLED/INTERLOCKED WITH BATHROOM LIGHT SWITCHES, O PROVIDE SPACE TEMPERATURE DROP -DOWN ACC0404. MOUNT AT 9'-0" A.F.F. TEMPERATURE SENSOR SHALL BE WIRED BY ELECTRICAL CONTRACTOR. CONTRACTOR TO PROVIDE STANDARD THERMOSTATS FOR INITIAL COMMISSIONING OF HVAC SYSTEM. VENSTAR WILL REPLACE WITH PERMANENT SENSORS AT TIME OF VENSTAR INSTALLATION. ® PROVIDE PROPER CLEARANCES BETWEEN INDIVIDUAL UNITS AS REQUIRED BY MANUFACTURER. UNITS TO BE MOUNTED LEVEL ON STRUCTURAL RACK. SEE MOUNTING DETAIL. O PROVIDE STATIONARY ALUMINUM OUTDOOR LOUVER FOR FRESH AIR INTAKE. MAINTAIN 10'-0" FROM ANY SOURCES OF EXHAUST. MOUNT AS HIGH AS POSSIBLE TO PROVIDE OUTDOOR AIR DUCT ROUTING TIGHT TO STRUCTURE. LOUVER TO BE 24"X12" RUSKIN MODEL ELF375DXH WITH BIRDSCREEN AND 24" LONG FIELD FABRICATED INSULATED PLENUM. O MOUNT UNIT AT 1T-0" A.F.F. (MEASURED TO UNDERSIDE OF CONDENSATE PAN.) O VENSTAR BUILDING MANAGEMENT SYSTEM. VERIFY EXACT LOCATION WITH ELECTRICAL. O SUPPLY AIR DIFFUSER ARE TO BE DUCT MOUNTED DIFFUSERS AT 30 DEG. PROVIDE BALANCING DAMPER IN BRANCH TO EACH DIFFUSER. (D MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCE BETWEEN UNITS FOR MAINTENANCE. 10 2 POSITION MOTORIZED DAMPER IS TO OPEN WHEN UNITS ARE IN OPERATION AND PLAN NOTES 1) SEE SHEET M-0.1 FOR GENERAL HVAC PROJECT NOTES. 2) FIELD COORDINATE HEAT PUMP UNITS AND CONCRETE EQUIPMENT PAD LOCATIONS WITH CIVIL SITE PLAN, PROPERTY LINES, AND STRUCTURAL. PROVIDE FENCING AROUND EQUIPMENT PAD IF REQUIRED. 3) HVAC CONTRACTOR SHALL SIZE LIQUID AND SUCTION LINES PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF CONDENSERS TO BE FIELD COORDINATED TO MINIMIZE REFRIGERANT LINE LENGTH. 4) DUCTWORK SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA RECOMMENDATIONS. 5) ALL SQUARE ELBOWS SHALL INCLUDE SINGLE THICKNESS TURNING VANES. 6) FIBERGLASS DUCTBOARD SHALL NOT BE USED AND WILL NOT BE ACCEPTED. 7) DIFFUSERS SHALL NOT BE LOCATED DIRECTLY ABOVE A LIGHT FIXTURE. 8) DUCTWORK SHALL BE INSTALLED AS FOLLOWS: a.) INTERNAL INSULATION SHALL BE PROVIDED ON ALL RETURN AIR DUCTWORK AND OUTSIDE AIR DUCTWORK. b.) INTERNAL INSULATION SHALL BE PROVIDED ON THE FIRST W-0" OF SUPPLY AIR DUCTWORK COMING FROM AIR HANDLING UNIT. c.) INTERNAL INSULATION SHALL BE MINIMUM 1"THICK 1-1/2 PCF FIBERGLASS, NEOPRENE COATED, AND ADHERED WITH AN APPROVED ADHESIVE WITH 100% COVERAGE AND STICK CLIPS ON 12" CENTERS. fl SHEET METAL SIZES SHALL BE INCREASED ACCORDINGLY TO ALLOW FOR DUCT LINER. AFTER 10'-0" OF INSULATED SUPPLY AIR DUCTWORK INSIDE BUILDING, FURTHER SUPPLY AIR DUCTWORK RUN INSIDE CONDITIONED AREAS IS NOT REQUIRED TO BE INSULATED. e.) SUPPLY AIR DUCTWORK RUN ABOVE THE CEILING IN CONCEALED AREAS SHALL BE WRAPPED WITH 2" FIBER GLASS INSULATION. g.) BOTTOM OF DUCTWORK IS TO BE AT LEAST 6" ABOVE THE LIGHT FIXTURES. 9) MOTORIZED DAMPERS AT CA LOUVERS ARE TO BE BALANCED TO PROVIDE EACH UNIT WITH 300 CFM OF FRESH AIR WHEN UNIT IS ENERGIZED. MOTORIZED DAMPERS ARE TO CLOSE WHEN UNITS ARE NOT ENERGIZED. 10) PROVIDE EMERGENCY DRAIN PAN FOR EACH PAIR OF AIR HANDLERS. PROVIDE EMERGENCY FLOAT SWITCH IN EACH PAN TO DE ENERGIZE UNIT UPON DETECTION OF CONDENSATE IN EMERGENCY DRAIN PAN. 11) PROVIDE AIR HANDLERS WITH 1" CONDENSATE PIPING. MAINTAIN A MINIMUM PIPE SLOPE OF 1/8" PER FOOT. ROUTE ALL CONDENSATE TO MOP SINK. THESI PUNS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COMEC-1 VJS REOUIReD BY FIELD I'NSPEC FORS THAT I'AAY BE NECLSSARY Iti ORDLPA TO 00'q?LY WITH ALL APPLICABLE CODES. DATE: 10.15.20' JOB No.: 1405-1 DRAWN: JA CHECKED: CJ Larr q L CWs6an I A-rdrit A 3801 Kirby Drive, Suite 600 Houston, Texas 77098 tel: 713 884 7974 fax: 713 954 0756 limp REAL ESTATE DEVVLOPMENT CONSI 736 Cherry Street Chattanooga, TN 37402 423.643.9220 Office 423.664,7100 Fax O fV 0 O1 �m Q Zo o LA.-� - W I LL J OO w u LLI U J Z Z 0 0�=MF- O O LU Z LLM o LL VIIIIIIIIIIII CL q°*#��1 �AIIpjNF RR"g 0 N. C):" No.66 REVISIONS PERMIT ISSUE: 10.15.20' A2 COUNTY COMMENTS 9.4.20' MECHANICAL PLAN SHEET NUMBER M -1.0