Municipal Maintenance Facility Improvements 2 of 2

A. 1. 2. 3. 4. 5. 6. 7. B. 1. 2. 3. 4. 5. 6. 7. 8. 9. C. 1. 2. 3. 4. 5. 6. D. 1. 2. 3. E. 1. 2. 3. 4. F. 1. A. B. 2. 3. 4. 5. 6. 7. G. 1. 2. 3. 4. H. 1. 2. 3. a. b. 4. A. B. C. STRUCTURAL GENERAL NOTES WORK SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE. SECTIONS AND DETAILS SHOWN ON DRAWINGS ARE TYPICAL. USE SIMILAR CONSTRUCTION AT LOCATIONS NOT SPECIFICALLY DETAILED. EXAMINE AND COMPARE STRUCTURAL DRAWINGS WITH ALL OTHER TRADES. VERIFY LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, PIPE PENETRATIONS, SLEEVES, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. VERIFY LOCATION OF EXISTING UNDERGROUND SITE UTILITIES PRIOR TO THE START OF WORK AND COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. NOTIFY THE DESIGNER OF ANY CONFLICTS IN WRITING. DO NOT PROCEED WITH AFFECTED WORK UNTIL CONFLICTS HAVE BEEN RESOLVED. ADEQUATE TEMPORARY BRACING OF CONSTRUCTION ELEMENTS SHALL BE PROVIDED FOR FOUNDATIONS, ABOVE GRADE WALLS, STRUCTURAL STEEL AND OTHER

STRUCTURAL SYSTEMS, FOR WIND AND/OR CONSTRUCTION LOADS. BRACING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OPERATIONS PRIOR TO STRUCTURAL ELEMENTS REACHING THEIR SPECIFIED DESIGN STRENGTH AND/OR REACHING THEIR COMPLETED FORM AS SHOWN ON THE CONTRACT DRAWINGS. DESIGN AND MAINTENANCE OF SAID BRACING SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DESIGN, INSTALLATION AND MAINTENANCE OF SHEETING, SHORING OR BRACING REQUIRED TO PERFORM THIS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE START OF WORK. NOTIFY THE DESIGNER OF ANY DISCREPANCIES IN WRITING. DO NOT PROCEED WITH AFFECTED WORK UNTIL DISCREPANCIES HAVE BEEN RESOLVED. STRUCTURAL FOUNDATION NOTES FOUNDATION DESIGN IS BASED ON GEOTECHNICAL ENGINEERING REPORT BY TERRACON, DATED APRIL 6, 2023, PROJECT NO. E2225207. NET ALLOWABLE BEARING PRESSURE = 2,000 PSF ALL STRUCTURAL FILL AND COMPACTION OF BACKFILL TO BE PER THE GEOTECHNICAL REPORT WHERE BACKFILL IS PLACED ON BOTH SIDES OF FOUNDATION WALL, CARE SHALL BE TAKEN DURING THE BACKFILLING OPERATIONS TO INSTALL BACKFILL EVENLY ON OPPOSITE FACE OF THE WALL. THE MAXIMUM DIFFERENTIAL OF FILL HEIGHT SHALL BE 12 INCHES. DO NOT DAMAGE WALL CONSTRUCTION WITH COMPACTION EQUIPMENT. BACKFILL TO TOP OF FOOTINGS AS SOON AS POSSIBLE AFTER PLACING CONCRETE. UNSUITABLE SUBGRADE, IF ENCOUNTERED, WILL BE UNDERCUT AND REPLACED WITH MATERIAL AS ORDERED BY THE GEOTECHNICAL ENGINEER. FOUNDATIONS OR SLABS SHALL NOT BE PLACED IN WATER, ON SATURATED SUBGRADE, OR ON FROZEN SUBGRADE. IN-PLACE FOUNDATIONS AND SLABS SHALL BE PROTECTED FROM FROST PENETRATION UNTIL PROJECT IS COMPLETE. FOUNDATION ELEMENTS SHALL BE CENTERED IN EACH DIRECTION UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM FOOTING PROJECTION SHALL BE 1'-0" UNO THE CONTRACTOR SHALL PROVIDE STABLE SIDES AND BOTTOM OF EXCAVATION DURING CONSTRUCTION BY SHORES, SLOPES, OR BENCHED SIDES. THE DESIGN AND INSTALLATION OF THE EXCAVATION BRACING SHALL BE IN ACCORDANCE WITH O.S.H.A. SHORING PRACTICES AND BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL CONCRETE CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI, UNO. SEE SPECIFICATION SECTION 03 30 00 FOR MIX DESIGN, CONCRETE ACCESSORIES, AND ALL OTHER CONCRETE REQUIREMENTS. CHAMFER EXPOSED CORNERS OF CONCRETE 3/4 INCH. CONCRETE CLEAR COVER DIMENSIONS OVER REINFORCEMENT ARE 3 INCHES FOR FACES CAST AGAINST EARTH AND 2 INCHES FOR ALL OTHER FACES UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS. FOR TESTING REQUIREMENTS SEE SPECIFICATIONS. CURING AND PROTECTION: GENERAL. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, PROTECT CONCRETE FROM RAPID MOISTURE LOSS BEFORE AND DURING FINISHING OPERATIONS WITH AN EVAPORATION-CONTROL MATERIAL. APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING. INITIAL CURING. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. CURING METHODS. PERFORM CURING OF CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE- RETAINING COVER CURING, OR BY COMBINATIONS THEREOF. SUBMIT METHOD AND ANY PRODUCTS USED TO DESIGNER FOR APPROVAL, SEE SPECIFICATIONS. MASONRY MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530.1, "SPECIFICATION FOR MASONRY CONSTRUCTION", UNO FOR MASONRY STRENGTH, MORTAR, REINFORCEMENT, ETC., SEE SPECIFICATION SECTION 04 20 00. COORDINATE WITH ARCHITECTURAL AND OTHER TRADES FOR ALL MASONRY OPENINGS AND PENETRATIONS. COORDINATE WITH ARCHITECTURAL FOR ALL FINISHES. STRUCTURAL STEEL & ALUMINUM FRAMING FABRICATE AND ERECT IN ACCORDANCE WITH STRUCTURAL STEEL: A.I.S.C. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" ALUMINUM: ALUMINUM ASSOCIATION "ALUMINUM DESIGN MANUAL" STEEL AND ALUMINUM FRAMING MEMBERS HAVE BEEN PROPORTIONED UTILIZING ALLOWABLE STRESS DESIGN (ASD) METHODS AS PRESCRIBED BY A.I.S.C. AND THE ALUMINUM ASSOCIATION, RESPECTIVELY. ALL BOLTED CONNECTIONS TO BE MADE USING 3⁄4"Ø BOLTS, UNO. COORDINATE ALL FABRICATION AND ERECTION REQUIREMENTS WITH SPECIFICATION SECTION 05 50 00. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING HAS BEEN INSTALLED AND CONCRETE FLOOR SLABS HAVE ATTAINED 75% OF SPECIFIED STRENGTH. FIELD CUTTING, FIELD MODIFICATIONS, OR FIELD WELDING (UNLESS SPECIFICALLY SHOWN ON DRAWINGS) OF STRUCTURAL FRAMING SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY DESIGNER FOR EACH SPECIFIC CASE. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLATES, CLIP ANGLES, CONNECTION MATERIALS, ETC. AS REQUIRED FOR COMPLETION OF THE STRUCTURE, EVEN IF SUCH ITEMS ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. WOOD TRUSSES FOR STRUCTURAL DESIGN LOADS SEE DESIGN CRITERIA THIS SHEET. DESIGN WIND LOAD ON TRUSSES TO BE COMPONENT & CLADDING PRESSURES, SEE DIAGRAM THIS SHEET FOR BUILDING ROOF PRESSURES. BRIDGING AND BRACING SHOWN IS MINIMUM. TRUSS ENGINEER MAY REQURE ADDITIONAL BRIDGING AND BRACING FOR THE ROOF SYSTEM. ALL SHOP DRAWINGS AND STRUCTURAL CALCULATIONS INCLUDING LOADING CONDITIONS, STRESS DIAGRAMS, MEMBER SIZES, MATERIAL TYPES AND SIZES OF GUSSETS AND AN ANALYSIS OF ALL COMPRESSIVE AND TENSILE FORCES SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN GEORGIA. WOOD SHEATHING SEE PLANS AND SECTIONS FOR SIZES. SHEATHING MAY BE PLYWOOD OR OSB. ROOF SHEATHING TO BE ATTACHED USING 8d GALVANIZED NAILS AT: 6" OC ALONG EDGES. 12" OC IN FIELD. WOOD FRAMED WALLS: SHEATHED ON INTERIOR AND EXTERIOR SIDES. ALL EDGES ARE TO BE BLOCKED. ATTACH USING 10d GALVANIZED NAILS AT 6" OC ON ALL EDGES AND IN FIELD. STRUCTURAL ABBREVIATIONS AB ANCHOR BOLT(S) B/ BOTTOM OF BRG BEARING CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT COL COLUMN CONT CONTINUOUS DBL DOUBLE DIAG DIAGONAL DIA DIAMETER DL DEAD LOAD EA EACH EL ELEVATION EMBED EMBEDMENT EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWTB EACH WAY TOP AND BOTTOM GA GAUGE/GAGE GALV GALVANIZED HORIZ HORIZONTAL HP HIGH POINT INT INTERIOR K KIPS (1,000 LB) KB KNEE BRACE(S) KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LB POUND(S) LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MAX MAXIMUM MCJ MASONRY CONTROL JOINT MFG MANUFACTURER MIN MINIMUM MO MASONRY OPENING OC ON CENTER O/O OUT TO OUT PL PLATE PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCING BARS REQD REQUIRED SF SQUARE FEET SIM SIMILAR SS STAINLESS STEEL SYM SYMMETRICAL T THICKNESS T/ TOP OF T/S TOP OF STEEL T&B TOP AND BOTTOM TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH WL WIND LOAD WT WEIGHT WWF WELDED WIRE FABRIC DESIGN CRITERIA BUILDING CODE 2018 INTERNATIONAL BUILDING CODE WIND, SEISMIC AND SNOW PER ASCE 7-16 FLOOR LIVE LOAD EQUIPMENT AREAS: 250 PSF OR 3 KIPS CONCENTRATED OFFICE & PERSONNEL ASSEMBLY AREAS: 100 PSF OR 2 KIPS CONCENTRATED STAIRS & EXITS: 100 PSF OR 3 KIPS CONCENTRATED WALKWAYS & ELEVATED PLATFORMS: 60 PSF ROOF LIVE LOAD MINIMUM ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD DATA GROUND SNOW (Pg): 10 PSF FLAT ROOF SNOW (Pf): 10 PSF SNOW EXPOSURE (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR ( Is): 1.0 THERMAL FACTOR (Ct): 1.1 WIND DESIGN DATA ULTIMATE DESIGN WIND SPEED (Vult): 105 M.P.H. NOMINAL DESIGN WIND SPEED (Vasd): 93 M.P.H. RISK CATEGORY: II WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT: ±0.18 DESIGN WIND PRESSURES - EXTERIOR COMPONENT AND CLADDING: SEE DIAGRAMS AND DETAILS EARTHQUAKE DESIGN DATA RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR (Ie): 1.25 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss: 49.6%g S1: 12.3%g SITE CLASS: D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS SDS: 46.4%g SD1: 19.4%g SEISMIC DESIGN CATEGORY: C BASIC SEISMIC FORCE-RESISTING SYSTEM: VARIES PER STRUCTURE DESIGN BASE SHEAR: VARIES PER STRUCTURE SEISMIC RESPONSE COEFFICIENT (Cs): VARIES PER STRUCTURE RESPONSE MODIFICATION COEFFICIENT (R): VARIES PER STRUCTURE ANALYSIS PROCEDURE: EQUIVALENT STATIC FORCE PROCEDURE RIDGE LINE 3e 2e 1 2r 3' (TYP) 3' (T YP ) POSITIVE NEGATIVE BUILDING ROOF PRESSURES ZONE EFFECTIVE AREA, FT2 PRESSURE (PSF) 1 & 2e 10 20 50 100 18.27 16.47 14.08 12.25 -55.63 -55.63 -33.84 -17.35 2n, 2r & 3e 10 20 50 100 18.27 16.47 14.08 12.25 -81.15 -70.16 -55.63 -44.64 3r 10 20 50 100 18.27 16.47 14.08 12.25 -96.46 -82.64 -64.36 -50.53 NOTE: VALUES SHOWN ARE UNFACTORED PER IBC 2018/ASCE 7-16 3r2n 3e 3r2n 3e 2e12r 3r 2n 3e3r 2n 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 25 :5 7 AM KG P KG P PR S S-201 G EN ER AL N O TE S AN D C R IT ER IA N EW G AR AG E EX PA N SI O N BUILDING ROOF PRESSURES 24 ' - 0" A S-202 2' - 8" ± 12' - 0" ± 8' - 0 " ± DEMO SIDING, GIRTS, OVERHEAD DOOR, INTERIOR SHEATHING, JAMBS, AND FAN THIS END 8" CONCRETE SLAB DEMO FINISH FLOOR 715' - 0" 14 ' - 7 1/ 2" ± 24' - 0" ELECTRICAL SERVICE - RELOCATE SEE ELECTRICAL DRAWINGS DEMO SIDING, GIRTS, OVERHEAD DOOR, INTERIOR SHEATHING, JAMBS, AND FAN THIS END 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 25 :5 8 AM KG P KG P PR S S-202 ST R U C TU R AL D EM O LI TI O N N EW G AR AG E EX PA N SI O N 1/4" = 1'-0" DEMOLITION PLAN 1/4" = 1'-0"S-202 A SECTION N 2' 4'2'04' 2' 4'2'04' S-209 S-209 EA ST NORTH S-209 SOUTH A S-205 C S-205 80' - 0" 40 ' - 0 " 6' - 0" 3' - 4" 3' - 8" 14 ' - 0 " 13 ' - 0 " 4' - 0" 3' - 4" 6' - 8" 12' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 14' - 0" B S-205 FCJ FCJFCJ 11 ' - 8 " 12 ' - 0 " O PE N 16 ' - 4 " 7' - 11 " 24 ' - 2 " 7' - 11 " FINISH FLOOR ELEVATION 715' - 0" 5' - 4" M C J MCJ M C J M C J M C J M C J MCJ 2' - 8" 6' - 0" 4' - 8" 6' - 0" CONCRETE STOOP SEE /7 S-207 CONCRETE STOOP SEE /7 S-207 4' - 0" 1. 2. 3. 4. 5. NOTES: FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO EXCAVATION OR FABRICATION. COORDINATE WITH OTHER TRADES FOR ALL SLAB AND FOUNDATION WALL PENETRATIONS. FCJ INDICATES FLOOR CONTROL OR CONSTRUCTION JOINT. SEE MCJ INDICATES MASONRY CONTROL JOINT. SEE FINISH FLOOR ELEVATION IS FOR REFERENCE. TOP OF SLAB ELEVATION TO MATCH EXISTING FLOOR. ALL ELEVATIONS SHOWN IN SECTIONS AND DETAILS ARE RELATIVE. /6 S-207 /2 S-207 1 3 4 5 8" SPLITFACE CMU WALL 6 2 6" CONCRETE SLAB1. 2. 3. SLAB NOTES W/ 6X6 W2.9 W2.9 WWF AND 8 MIL VAPOR BARRIER S-207 1 TYP S-207 5 TYP EXISTING GARAGE 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 25 :5 8 AM KG P KG P PR S S-203 FO U N D AT IO N P LA N N EW G AR AG E EX PA N SI O N 1/4" = 1'-0" FOUNDATION PLAN N 2' 4'2'04' S-209 S-209 EA ST NORTH S-209 SOUTH A S-205 C S-205 B S-205 GUTTER AND DOWNSPOUTS DROP DOWN GABLE END FRAME (TRUSS) 2x4 OUTRIGGERS @ 2'-0" OC (TYP) 2x4 RAKE RAFTER CONTINUOUS RIDGE VENT CONTINUOUS 2x4 BOTTOM CHORD BRACING AT 1/4 POINTS 2x6 WIND BRACING - LOCATE EACH END AT 1/4 POINTS 2x4 SWAY BRACING (TYP 6 PLACES) 2x4 EXTENSION ON GABLE TRUSS (TYP) 82' - 8" 1' - 4" PRE-ENGINEERED WOOD TRUSSES - 40 SPACES @ 2'-0"± = 80' - 0" 1' - 4" 42 ' - 8 " 1' - 4" 40 ' - 0 " 1' - 4" 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 25 :5 9 AM KG P KG P PR S S-204 R O O F FR AM IN G N EW G AR AG E EX PA N SI O N 1/4" = 1'-0" ROOF FRAMING PLAN N 2' 4'2'04' 18 ' - 0 " 1' - 4" 1' - 0" C S-205 14 ' - 0" ± 16' - 4" 12' - 0" 11' - 8" 8' - 0"24' - 0" O/O EXISTING SLAB 40' - 0" 12'x12' OPENING EXISTING METAL BUILDING FRAME EXISTING METAL BUILDING WALL 8' - 0" 6' - 0" 12 ' - 0 " FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" S-206 1 3 12 3 12 S-206 3 S-207 8 S-207 3 TYP FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" A S-205 B S-205 729' - 0" 727' - 0" S-206 2 80' - 0" 18 ' - 0 " 2x4 SWAY BRACING (TYP) UNLESS OTHERWISE DIRECTED BY TRUSS DESIGNER S-206 4 FOR PAVEMENT SEE CIVIL DRAWINGS 12 ' - 0 " 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 26 :0 0 AM KG P KG P PR S S-205 BU IL D IN G S EC TI O N S N EW G AR AG E EX PA N SI O N 1/4" = 1'-0"S-203 A SECTION 1/4" = 1'-0"S-203 B SECTION 1/4" = 1'-0"S-203 C SECTION FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" PRE-FAB WOOD TRUSSES @ 2'-0" OC; TOP CHORD 2x6 (MIN) SECURE AT BEARING PLATE WITH SIMPSON H2.5A HURRICANE- TYPE CONNECTORS 2x8 PRESSURE TREATED TRUSS BEARING PLATE, SECURE WITH 1/2"x9" ANCHOR BOLTS @ 4'-0" OC ALL AROUND PERIMETER U-BLOCK BOND BEAM. SEE DETAIL CONTINUOUS HORIZONTAL JOINT REINFORCING @ 16" OC PRE-FINISHED METAL ROOF OVER 80-MIL RUBBERIZED-TYPE ASPHALTIC AND GLASS FIBER REINFORCED WATERPROOFING UNDERLAYMENT MEMBRANE(TYP) R-30 BATT FIBERGLASS INSULATION 1x4 PAINTED TO MATCH WALL PRE-FINISHED METAL ROOF EDGE PRE-FINISHED METAL CLADDING OVER PRESSURE TREATED 2x6 FASCIA BOARD CONTINUOUS VENTED ALUMINUM SOFFIT (COLOR BY OWNER) 2x4 BLOCKING @ 2'-0" OC W/ 2x4 NAILER (PT) 5/8" CD PLYWOOD SHEATHING 1⁄2" PLYWOOD CEILING - PAINTED 5"x4" (MIN) GUTTER WITH DOWNSPOUTS - SEE PLAN FOR LOCATIONS /3 S-207 8" SPLITFACE CMU WALL S-207 4 TYP 1' - 4" 1' - 0" 3' - 0" TURN DOWN AT DOOR OPENINGS WITH CONTINUOUS CONCRETE FOOTING WITH #5 @ 1' - 6" OC (TRANSVERSE) 4 -#5 (LONGITUDINAL) FOR PAVEMENT SEE CIVIL DRAWINGS 6" CONCRETE SLAB 6x6-W2.9xW2.9 WWF 2 -#5 T/BOND BEAM 733' - 0" DROP DOWN GABLE END FRAME (TRUSS). ATTACH TO WOOD NAILER WITH SIMPSON STRONG TIE A34 @ 2'-6" OC GABLE END WALL - METAL SIDING (MATCH ROOF) ON 5/8" PLYWOOD CONTINUOUS VENTED ALUMINUM SOFFIT (COLOR BY OWNER) CONTINUOUS 2x4 BOTTOM CHORD BRACING AT 1/4 POINTS 2x6 WIND BRACING - LOCATE EACH END AT 1/4 POINTS WITH BLOCKING AT BOTH ENDS AS REQUIRED PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC 2x4 OUTRIGGERS @ 2'-0" OC (TYP) 2x4 RAKE RAFTER 729' - 0" FLASH AND SEAL PER SIDING MANUFACTURER'S REQUIREMENTS PERIMETER U-BLOCK BOND BEAM. SEE DETAIL 1x4 PAINTED TO MATCH WALL 1⁄2" PLYWOOD CEILING - PAINTED /3 S-207 8" SPLITFACE CMU WALL W8X18 + 1⁄4" PL S-207 4 TYP NOTE: FOR REMAINDER OF SECTION SEE /1 S-206 RIDGE VENT, SEE /8 S-207 FINISH FLOOR 715' - 0" 1' - 4" 1' - 0" 3' - 0" 3" 8" SPLITFACE CMU WALL 6" CONCRETE SLAB #5 @ 1' - 6" OC (HORIZ) (TRANSVERSE) #5 (LONGITUDINAL) 1⁄2" EXPANSION JOINT W/ ZIP CAP. FILL WITH CAULK (ALL AROUND) CONTINUOUS CONCRETE FOOTING WITH COMPACTED ENGINEERED FILL, SEE GEOTECHNICAL REPORT 6" (MIN) CRUSHED AGGREGATE COMPACTED TO 98% ASTM D698 (SEE GEOTECHNICAL REPORT) FINISH FLOOR 715' - 0" 1' - 0"6" 3" 3' - 0" 3" 1' - 4" FI EL D D ET ER M IN E COMPACTED ENGINEERED FILL, MAY REQUIRE SLOT CUTTING, SEE GEOTECHNICAL REPORT 6" (MIN) CRUSHED AGGREGATE COMPACTED TO 98% ASTM D698 (SEE GEOTECHNICAL REPORT) 1⁄2" EXPANSION JOINT 1⁄2"Ø x 1'-6" SMOOTH BAR DOWELS @ 18" OC DRILL AND EPOXY INTO EXISTING SLAB EXISTING SLAB. EDGE CONDITION IS ASSUMED, IF NOT CORRECT, CONTACT ENGINEER BEFORE PLACING DOWELS #5 6" CONCRETE SLAB 4 -#5 6x6-W2.9xW2.9 WWF C S-205 B S-205 11 ' - 8 " M O 12 ' - 0 " 16 ' - 4 " W8X18 + 1⁄4" PL B 12' - 0" W8X18 + 1⁄4" PL B 12' - 0" W8X18 + 1⁄4" PL B 12' - 0" W 8X 18 + 1⁄4 " PL B 12 ' - 0 " W 8X 18 + 1⁄4 " PL B 14 ' - 0 " 14' - 0" MO 12' - 0" 8' - 0" MO 12' - 0" 8' - 0" MO 12' - 0" 14' - 0" 13 ' - 0 " M O 14 ' - 0 " 13 ' - 0 " 6" (MIN)(TYP) NOTE: DOORS NOT SHOWN FOR CLAIRTY 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 26 :0 1 AM KG P KG P PR S S-206 PL AN A N D D ET AI LS N EW G AR AG E EX PA N SI O N 1/2" = 1'-0"S-205 1 DETAIL 1/2" = 1'-0"S-205 2 DETAIL 1/2" = 1'-0"S-205 3 DETAIL 3/4" = 1'-0"S-205 4 DETAIL 1/8" = 1'-0" STEEL LINTEL PLAN 1' 2'1'02' 1' 2'1'02' 1' 2'1'02' 1' 2'1'02' 8' 0 8'4' N TY PI C AL L AP 48 B AR Ø BOND BEAM CMU - SEE PLAN FOR SIZE REINFORCEMENT - #5 BARS @ 48" (MAX) OC. SEE PLAN FOR BASIC LAYOUT AND ADDITIONAL LOCATIONS IF NEEDED DOWEL WITH STANDARD HOOK - MATCH REINFORCEMENT SIZE AND SPACING FOUNDATION #9 WIRE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT @ 16" OC (REINFORCE ALL COURSES BELOW GRADE) GROUTED CELLS AT REINFORCEMENT (1) BAR IN GROUTED CELL (3) BARS IN GROUTED CELLS ELEVATION PLAN (TYPICAL) PLAN (CORNER) HOOK REINFORCEMENT BAR INTO BOND BEAM 1. 2. 3. 4. CONSTRUCT WALL TO HEIGHT OF 4'-0". ALLOW MORTAR TO SET SUFFICIENTLY TO WITHSTAND GROUT PRESSURE. INSPECT UNITS FOR ALIGNMENT. CLEAN OUT CELLS TO BE FILLED. FILL CELLS TO 1 1/2" BELOW TOP COURSE. DELAY 3 TO 5 MINUTES PRIOR TO CONSOLIDATING TO ALLOW WATER TO BE ABSORBED BY MASONRY. 1. 2. 3. 4. CONSTRUCT WALL TO FULL HEIGHT (24 FEET MAXIMUM). ALLOW MASONRY TO CURE AT LEAST 3 DAYS. CLEAN CELLS, WHICH ARE TO BE GROUTED THROUGH CLEAN-OUT PORTS. PLACE GROUT IN 4 FOOT LIFTS AND CONSOLIDATE AFTER EXCESS MOISTURE HAS BEEN ABSORBED BY MASONRY. PLACE THE NEXT LIFT AS SOON AS POSSIBLE BUT NO LONGER THAN ONE HOUR LATER. LOW LIFT GROUTING PROCEDURE HIGH LIFT GROUTING PROCEDURE 1. 2. 3. NOTES: FOUNDATION REFERS TO THE SUPPORT OF CMU (FOOTING, GRADE BEAM, ETC.) ALL BARS TO DOWEL 8" (MINIMUM) INTO FOUNDATION WITH STANDARD HOOK. GROUT CELLS AT REINFORCEMENT USING ONE OF THE PROCEDURES LISTED BELOW 3/8" POLYSTYRENE BACKER ROD AND CAULKING SEALANT EACH FACE REINFORCED CELL EACH SIDE OF JOINT SEE PVC MASONRY CONTROL JOINT 1. 2. NOTES: DISCONTINUE HORIZONTAL JOINT REINFORCEMENT ACROSS JOINT BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS JOINT TY P 1/ 2" /1 S-207 CMU BOND BEAM W/ (2) #4's CONTINUOUS, GROUT SOLID, USE #4 BENT BARS WITH 2'-0" LAPS AT ALL CORNERS CMU - SEE PLAN FOR SIZE NOTE: STEEL SHALL BE CONTINUOUS THROUGH CONTROL JOINTS CMU W8 - SEE PLAN FOR SIZE SEE PLAN T PLATE 1/4" x (T - 1/2") 3/16" 3"-6" 3/16" 3"-6" 1/2"Ø x 6" HEADED STUDS @ 2'-0" OC (MAX) INSTALL VERTICAL REINFORCEMENT AND GROUT IN SAME CORES AS STUDS. SEE MASONRY REINFORCEMENT DETAIL PIECE BLOCK AROUND BEAM W8 PLATE 1/4"x4"x0'-4" w/ (2) 1/2"Ø HEADED STUDS REINFORCED CELL SEE LINTEL SCHEDULE 3/16" 3" 3/16" 3" ELEVATIONHEAD SECTION STEEL JAMB 2" REINFORCED CELL - SEE LINTEL SCHEDULE/DETAIL STEEL TO MASONRY ANCHORS (WELD ON TIE WITH COLUMN WEB TIE) @ 24" OC SEALANT - BOTH SIDES 1/4" BENT STEEL JAMB JAMB PLAN 1. 2. 3. 4. 5. NOTES: ALL STEEL THIS DETAIL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. ALL VISIBLE SURFACES TO BE COATED PER SPEC SECTION 09 91 00, GALVANIZED STEEL - EXTERIOR EXPOSED. GROUT JAMB CORES PRIOR TO PLACING HEADER. PLACE HEADER ON FULL MORTAR BED. USE SIMILAR DETAIL FOR LARGE OPENINGS SUCH AS LOUVERS. JAMB NOT REQUIRED AT LOUVERS UNLESS NOTED ON PLAN. 2' - 0" MO 2' - 0" 1. 2. 3. NOTES: PRECAST LINTEL MAY BE USED. MATCH ADJOINING BLOCK IN COLOR AND TEXTURE. CONSTRUCTION JOINT SHALL NOT BE LOCATED WITHIN BEARING WIDTH OF CMU LINTEL FOR WALLS WITH 4" VENEER, CMU OR BRICK, PROVIDE ∠31⁄2x31⁄2x5/16 (GALVANIZED) ACROSS OPENING. LINTEL (TROUGH) BLOCK SEE SCHEDULE FOR REINFORCEMENT (GROUT SOLID) (2) #5's IN SOLID GROUTED CORE ON EACH SIDE OF OPENING. DOWEL OUT OF FOUNDATION AND TIE TO LINTEL BEAM WITH STANDARD HOOKS FOUNDATION MASONRY OPENING 1" 1" SAW CUT D D /4 1" SLAB REINFORCEMENT FILL JOINT WITH CAULK BREAK REINFORCEMENT AT JOINT D 1" SLAB REINFORCEMENT PREFAB METAL KEYED CONSTRUCTION JOINT W/ ZIP STRIP (CAULK) 1. 2. 3. NOTES: 'D' INDICATES SLAB DEPTH, SEE PLAN SEE PLAN FOR SLAB REINFORCEMENT SIZE AND SPACING, IF APPLICABLE SEE PLAN FOR SPACING OF JOINTS SAWED CONTROL JOINT CONSTRUCTION JOINT M IN 1' - 0" M AX6" (2) # 4's 1' - 0" 1⁄2" EXPANSION W/ ZIP CAP. FILL WITH CAULK 6x6 W1.4/W1.4 WELDED WIRE MESH #4's (HORIZ) @ 12" OC (MAX) #4's @ 24" OC SEE PLAN FOR DIMENSIONS TURN DOWN SLAB, 3 SIDES 1⁄2"Ø x 1'-0" SMOOTH BARS @ 12" OC ACROSS MASONRY OPENING BUILDING SLAB SLOPE 1/4" TO 12" 6" 1 1/ 2" MIN 3" ROOF VENT - ATTACH PER MANUFACTURER'S REQUIREMENTS CLOSURE (CEE OR ZEE) PERFORATED VENT STRIP METAL ROOFING DECKING 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 26 :0 2 AM KG P KG P PR S S-207 TY PI C AL D ET AI LS N EW G AR AG E EX PA N SI O N NOT TO SCALE1 REINFORCED MASONRY CONSTRUCTION NOT TO SCALE2 MASONRY CONTROL JOINT NOT TO SCALE3 BOND BEAM NOT TO SCALE4 OVERHEAD DOOR OPENING NOT TO SCALE5 CMU LINTEL SCHEDULE/DETAIL NOT TO SCALE6 FLOOR JOINTS NOT TO SCALE7 STOOP CMU LINTEL SCHEDULE WALL THICKNESS CLEAR SPAN LINTEL DEPTH BOTTOM REINFORCING TOP REINFORCING 8" UP TO 3'-0" 8" 2 # 4 --- 8" UP TO 5'-0" 8" 2 # 4 2 # 4 8" UP TO 6'-0" 16" 2 # 5 2 # 4 12" UP TO 4'-0" 8" 2 # 4 2 # 4 12" UP TO 6'-0" 16" 2 # 4 2 # 4 12" UP TO 8'-0" 16" 2 # 5 2 # 4 12" UP TO 10'-0" 16" 2 # 6 2 # 5 NOT TO SCALE8 RIDGE VENT SE E SC H ED U LE 4" 2" SCHEDULE SEE 2" A SE E SC H ED U LE 4" 2" SCHEDULE SEE 2" B F OH 6" 6" 6" 3' - 0" G CMU SEALANT - BOTH SIDES DOOR FRAME REINFORCED CELL CMU SEALANT - BOTH SIDES BENT STEEL JAMB REINFORCED CELL 2" HOHMANN & BARNARD STEEL TO MASONRY ANCHORS (OR APPROVED EQUAL) ITEM #359-WELD ON TIE WITH #301W-COLUMN WEB TIES @ 24" O.C. NOTE: WORK THIS DETAIL WITH /4 S-207 CMU BOND BEAM LINTEL SEE SEALANT - BOTH SIDES DOOR FRAME /5 S-207 CMU STEEL BEAM LINTEL - SEE ROLL UP DOOR HOUSING DOOR GUIDES BEYOND /4 S-207 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 26 :0 2 AM KG P KG P PR S S-208 D O O R S C H ED U LE A N D D ET AI LS N EW G AR AG E EX PA N SI O N DOOR AND FRAME SCHEDULE DOOR NUMBER DOOR FRAME DETAILS HARDWARE SET REMARKS PANEL TYPE MATERIAL FINISH SIZE MASONRY OPENING GLAZING TYPE ELEVATION MATERIAL FINISH HEAD JAMB 1 G STEEL PAINTED 3' - 0" x 7' - 0" 3' - 4" x 7' - 4" GLASS - SAFETY A STEEL PAINTED H1 J1 1 2 G STEEL PAINTED 3' - 0" x 7' - 0" 3' - 4" x 7' - 4" GLASS - SAFETY A STEEL PAINTED H1 J1 1 3 OH STEEL PAINTED 12' - 0" x 12' - 0" 12' - 0" x 12' - 0" STEEL GALV / PAINTED H2 J2 4 OH STEEL PAINTED 12' - 0" x 12' - 0" 12' - 0" x 12' - 0" STEEL GALV / PAINTED H2 J2 5 OH STEEL PAINTED 12' - 0" x 12' - 0" 12' - 0" x 12' - 0" STEEL GALV / PAINTED H2 J2 6 OH STEEL PAINTED 14' - 0" x 14' - 0" 14' - 0" x 14' - 0" STEEL GALV / PAINTED H2 J2 NOT TO SCALE DOOR FRAME TYPES NOT TO SCALE DOOR PANEL TYPES NOT TO SCALEJ1 DOOR JAMB DETAIL NOT TO SCALEJ2 DOOR JAMB DETAIL NOT TO SCALEH1 DOOR HEAD DETAIL NOT TO SCALEH2 DOOR HEAD DETAIL FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" EXISTING GARAGE FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" 1 3 4 5 FINISH FLOOR 715' - 0" T/BOND BEAM 733' - 0" 3 12 3 12 6 2 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S M :\M ai n\ ID 2\ 5E B9 ED 65 -7 36 D -4 4F 1- 89 00 -A D E8 F6 40 C 49 D \0 \7 81 00 0- 78 19 99 \7 81 09 5\ L\ L\ Ph as e II St ru ct ur al (I D 7 81 09 5) .rv t 2/ 7/ 20 24 1 1: 26 :0 3 AM KG P KG P PR S S-209 BU IL D IN G E LE VA TI O N S N EW G AR AG E EX PA N SI O N 1/4" = 1'-0" NORTH 1/4" = 1'-0" SOUTH 1/4" = 1'-0" EAST 2' 4'2'04' 2' 4'2'04' 2' 4'2'04' 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 Mechanical contractor to obtain all required permits, inspections and pay all applicable fees. 2. The mechanical contractor shall coordinate the routing of ductwork with other trades and ensure there is available space for all involved occupations before fabrication of ductwork begins. Ductwork sizes noted on mechanical plans are net clear inside dimensions. 3. The mechanical contractor shall not pass ductwork, piping, or place mechanical equipment directly over any electrical panels or electrical equipment. Coordinate with the electrical contractor to maintain clearances as required by codes. 4. All ductwork shall be fabricated of galvanized steel of thickness and gauge to conform to SMACNA duct construction standards. 5. All supply duct elbows shall be provided with turning vanes. 6. All low pressure round duct and flexible duct shall be connected to low pressure duct with spin-in fittings and manual dampers. 7. Provide air extractors at duct take-offs as required for air Balancing. 8. Fire dampers are required where ductwork penetrates a one or more hour fire resistance rated assembly. [International Mechanical Code section 607 and International Building code 716.5]. Fire dampers may be omitted in 1-hour rated fire partitions where the duct penetrating the wall is not larger than 100 in2, the duct does not terminate at a wall register, steel duct material is at least 0.0217 in. Thick, and the duct is located above a ceiling [International Building Code 716.5.4 and International Mechanical Code 607.5.3]. Fire dampers are also required where ducts pass through fire rated floor assemblies. Coordinate placement of all fire dampers with rated assemblies indicated on the architectural plans. 9. Coordinate the location of all ceiling mounted air terminals with architectural reflected ceiling plans. 10. The mechanical contractor shall furnish all labor, materials, equipment, services and incidentals required for a complete and operating facility. 11. All mechanical equipment shall be provided complete with electrical starter, protective devices, and interlocks required for complete operable system. 12. Mechanical equipment placement shall allow for full service/maintenance as recommended by the equipment manufacturer. 13. Color and finish of air terminals, louvers, and wall caps shall be coordinated with the owner. 14. The mechanical contractor is responsible for the testing, adjusting and balancing of all air systems. 15. All ductwork shall be connected to mechanical equipment with flexible U.L. listed connectors. 16. Outdoor air intakes shall not be located within 10'-0" of exhaust/relief louvers, wall caps, plumbing vents, or roof caps. 17. All low voltage control wiring shall be under this contractor. 18. Insulating materials shall have a flame spread index not more than 25 and a smoke-developed index not exceeding 450 in accordance with ASTM E 84. 19. The mechanical contractor shall size refrigerant line sets in accordance with the equipment manufacturer's guidelines. 20. Furnish mechanical as-built drawings as well as Operations & Maintenance manuals for all mechanical systems to the owner within 90 days of system acceptance by the authority having jurisdiction. Mechanical Project Notes The mechanical contractor shall provide the HVAC equipment submittals with an electrical summary sheet for use by the electrical engineer. The sheet shall indicate voltage, phase, MCA, and MOCP for all HVAC equipment submitted. Electrical values that conflict with information provided in the HVAC equipment submittals is sole responsibility of the mechanical contractor. HVAC Submittals Mechanical Symbols T Thermostat w/Humidity Control - Wall Mounted with Unit Designation (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans) View Number on Sheet Sheet on Which Detail Appears Indicates Similar to Noted View When Present Sections Air Terminals CD1 6"ø 125 Mark (See Air Terminal Schedule) Duct Connection Size Air Flow (cfm) Supply Air Duct Up Supply Air Duct Down Duct Centerline (Round Duct) Ceiling Diffuser with Flexible Duct Connection and 4- Way Throw Direction Arrows, if Throw Indication Arrows Are Not Present, Assume 4-Way Throw Direction of Air Flow Mitered Rectangular Duct Elbow (Provide Turning Vanes in All Rectangular Supply Ductwork, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated) Rectangular Duct with Dimensions Round Duct with Dimensions18"x12" 18"ø Damper in Ductwork, if Damper is Unlabeled, Assume Balancing Damper, Manual (B) Damper Types: • B = Balancing Damper, Manual • 2-P = 2-Position Damper, Motorized Actuator • M = Full Modulating Damper, Motorized Actuator • F = Fire Damper • FS = Combination Fire / Smoke Damper B CD Condensate Drain Piping (CD) 1 M301 SIM Return / Outdoor Air Duct Up Return / Outdoor Air Duct Down Exhaust Air Duct Up Exhaust Air Duct Down CO 2 Carbon Dioxide Sensor R Relocate Existing Center Line Connection - New/Existing Duct Rise R Duct Drop D Radius Rectangular Duct Sharp-Heel Elbow (Provide Turning Vanes in All Rectangular Supply Ductwork, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated) C.O. Cleanout (Condensate) F Fan Wall Switch (Coordinate w/Electrical) Remove/Demolish (Demolition Sheets Only) Outdoor Design Conditions Indoor Design Data Location Heating db (99.6%) Cooling db (0.4%) Mean Coincident wb (0.4%) Heating db Cooling db Cooling Relative Humidity Chattanooga, TN 19.6 95.0 74.5 70 74 55% (Maximum) db: Dry Bulb °F wb: Wet Bulb °F Note: Outdoor conditions based upon ASHRAE Climatic Design Conditions 2017. Weather Station Chattanooga AP, TN, USA (WMO:723240) Current Energy Code 2015 IECC Climate Zone 4A Units shall have room thermostat furnished by unit manufacturer and shall control heating and cooling in sequence with automatic switchover as required maintaining room temperature. A fan switch shall allow blower fan to run continuously or cycle. Sequences of Operations Gas Furnaces 1" Steel Duct Strap, Secure Directly To Structure Only 1 1 /4" 1 1/4" 1 1 /4" 1 1 /4" 1 1/4" 1 1 /4" Sheet Metal Screw #10 x 3/4", Typ. Insulation per Duct Insulation Table Extend Duct Strap 2" Under Duct 1/4" - 20 x 1" Carriage Bolt with Zinc Flared Wing Nut And Lock Washer (Provided With Duct Hanger) Round Duct Hanger, Ductmate #RDH*GA20 Seal Insulation with Insulation Tape @ Duct Strap Penetration, Typ. Rectangular Duct Round Duct Notes: 1. Steel straps shall be the only thing penetrating the insulation. Do not support ducts with Unistrut or similar product. 2. Duct straps shall support the duct directly. Do not place duct straps exterior of the insulation. 3. Provide duct supports for horizontal ducts within 24 inches of elbows and with 48 inches of branch intersections. Straight lengths of horizontal duct shall be supported a minimum of every 10 ft. Elbow With Turning Vanes, Extend 18" Minimum, Terminate w/Manual Balancing Damper Line Interior of Duct With 1" Thick Acoustical Duct Liner Return Grille Grille Size Duct SizeGrille cfm 12"x12" 14"x8"Up to 500 24"x24" 26"x14"501 to 2000 48"x24" 34"x14"2001 to 3000 Component Sizing Supply Trunk Take-Off Support Rigid Duct with 1 1/2" Metal Strapping, 4 Ft. on Center Flexible Duct, Maximum Length 5 Ft. CeilingAir Terminal Notes: 1. Insulation shall cover the entire length of the take-off and top of diffuser. 2. See air terminal schedule for grille sizes. 3. Secure flex duct top and bottom with band on inside liner and with band on outside of insulation. Manual Damper (Must be Accessible) or Provide Access Panels Round Sheet Metal Duct D Plenum Rated Band or Screw Clamp "Flexright" Flexible Duct Elbow Support Condensate Drain Pipe Sizes 3⁄4" - 0-2 Tons 1" - 2 1/2 - 5 Tons 1 1⁄4" - 6-30 Tons 1 1⁄2" - 31-50 Tons 2" - 51-170 Tons (Slope @ 1⁄4" per ft.) Cold Coil Sloped Drain Pan Condensate Drain (Full Size of Unit Connection Seal Depth =Maximum Static Pressure (in. wg.) + 2" Slope Condensate Drain (CD) to Point of Disposal Open to Atmosphere Duct Insulation Schedule Service Location R-Value Description Rectangular / Round - Supply, Return, Outside Air Interior / Concealed and Exposed R=6.0 Minimum External Duct Insulation - Wrap: Owens-Corning Softr Duct Wrap Insulation Type 75, 2.2" Thick, 3/4 lbs/CF Density with Type FRK Facing (or Equal.) First 15 Ft from Mechanical Equipment Shall Have an Internal Acoustical Liner, Certain-Teed (or Equal) "Ultralite" Heavy Graduated Density, 1" Thick. Liner Shall Meet ASTM G21 And G22 for Micro-Biological Treatment. Diffuser Necks, Boots and Boxes for Grilles and Registers Interior / Concealed R=6.8 Minimum External Duct Insulation - Wrap: Owens-Corning Softr Duct Wrap Insulation Type 75, 2.2" Thick, 3/4 lbs/CF Density with Type FRK Facing (Or Equal) Flexible Ductwork Insulated Flexible Air Duct with 2", 0.76 lb. Minimum Density Fiberglass Blanket and Fiberglass Scrim Reinforced Aluminized Polyester Film Vapor Barrier Interior / Concealed R=6.0 Minimum Pipe Insulation Schedule Service Location R-Value Description Refrigeration Piping Interior / Exterior ---- Suction Lines- 3⁄4”Aeroflex AC, Liquid Lines 1⁄2” Aeroflex AC. Provide UV Protective Coating on all elastomeric pipe insulation where exposed to sunlight. 1. Coordinate fuel gas pipe routing with existing equipment before fabrication. 2. Gas piping sized for 2 PSI delivered gas pressure with a pressure drop of 1.0 PSIG, 0.6 specific gravity and schedule 40 steel pipe. Developmental lengths are indicated on the Gas Riser. Provide gas regulators at equipment as required. Regulators installed inside the building shall be equipped with leak-limiting devices. 3. Provide gas cock, drip leg, regulator, and dielectric union at each unit. 4. Contractor shall to verify gas demand of all existing equipment. Gas demand shall be coordinated with gas purveyor. 5. Portions of fuel gas piping installed in concealed locations shall not have unions, tubing fittings, right and left couplings, bushings, compression couplings and swing joints made by combinations of fittings or otherwise the fuel gas piping must be sleeved and the sleeve must vent to atmosphere. Venting of the sleeve shall be accomplished to prevent the entrance of water or insects. 6. All fuel gas piping installed outdoors shall be elevated not less than 31⁄2" above surfaces. Paint gas pipe per specifications. NATURAL GAS NOTES Gas Supply Line Gas Cock Dielectric Union To Equipment Plugged 1/8"ø NPT Test Gage Connection Drip Plug Regulator 6" Min. Vent 1⁄4"ø Threaded Rod Combustion-Air Pipe Hex Nut & Washer (4) Required per Rod Rod Location using Dimple Locators Extend Angle Iron Out for Coil Support Notes: 1. Maintain 1" clearance minimum between top of furnace and combustible material. 2. The entire length of furnace must be supported when furnace is used in a horizontal position to ensure proper drainage. Connect threaded rod to Structure, typ. MAA #: March Adams& Associates Consulting Engineers 310 Dodds Ave. P.O. Box 3689 Chattanooga, Tennessee 37404 PH: (423)698-6675 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 23055 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 M ec ha ni ca l - v 20 22 .rv t 2/ 12 /2 02 4 5: 03 :5 1 PM JG JG JG /C JW M000 M ec ha ni ca l S ch ed ul es & N ot es Notes: 1. Noise Criteria Shall Not Exceed 25 2. Contractor Shall Coordinate Border with Ceiling Type (Lay-In Or Gyp.) 3. Refer to Mechanical Floor Plan(S) For CFM 4. Air Devices Are 4-Way Throw (Unless Noted Otherwise on Mechanical Floor Plans) 5. Supply Air Terminals Shall Be Supplied with Opposed Blade Damper 6. Provide Manual Volume Damper at Main Trunk Take-Off For Balancing; Supply and Return 7. Approved Alternate Manufacturers: Metalaire, Titus 8. Air Terminal Finishes Shall Be Per Architect Air Terminal Schedule Mark Manufacturer Model Description Material Size Count CD1 Price SCD Rectangular Face Ceiling Supply Diffuser - 24"x24" Face Steel 6ø 2 CD2 Price SCD Rectangular Face Ceiling Supply Diffuser - 24"x24" Face Steel 10ø 1 RG1 Price 80 Ceiling Return Grille Steel 12x12 3 RG2 Price 535-FR Fire Rated Sidewall Return Grille Steel 16x44 2 SR1 Price 520D Sidewall Supply Register Steel 10x6 12 Mechanical Sheet List Sheet Number Sheet Name Current Revision Description Current Revision Date M000 Mechanical Schedules & Notes M101 First & Second Floor Office Mechanical Plans M102 New Garage Mechanical Plan M201 Gas Isometrics MD101 Mechanical Demolition Plan Gas Furnace Schedule Mark Manufacturer Model Fan Natural Gas Electrical Weight Cooling Coil Mod. Outdoor Unit NotesSupply Air Outdoor Air Estimated ESP HP Input Capacity (All Stages) Stages Efficiency Voltage # Poles MCA MOCP GF-3 Trane S8X1C080M5PSC 1575 CFM 120 CFM 0.28 in-wg 1.00 80,000 Btu/h 64,000 Btu/h 2 80.0% 120 V 1 14.1 A 15 A 134 lb 4PXCCU42BS3 CU-3 1-4 GF-4 Trane S8X1C080M5PSC 1590 CFM 130 CFM 0.28 in-wg 1.00 80,000 Btu/h 64,000 Btu/h 2 80.0% 120 V 1 14.1 A 15 A 134 lb 4PXCCU42BS3 CU-4 1-4 Notes: 1. Thermostat - Touchscreen Prog dehumid 4H/2C 2. SlimFit Box Filter (1") w/ MERV 8 filter 3. Subbase 4. Vibration isolators Condensing Unit Schedule Mark Manufacturer Model Capacities Ratings Electrical Weight Notes Nominal Cooling Total Cooling Sensible Cooling SEER/EER Voltage # Poles MCA MOCP CU-3 Trane 4TTR4048N1 4.0 ton 47,897.0 Btu/h 36,395.0 Btu/h 14.3/11.7 230 V 1 24.0 A 40 A 189 lb 1 CU-4 Trane 4TTR4048N1 4.0 ton 47,897.0 Btu/h 36,395.0 Btu/h 14.3/11.7 230 V 1 24.0 A 40 A 189 lb 1 Notes: 1. Secure To Utility Pad w/Tamper Resistant Anchor Bolts NTS1 Duct Hangers NTS2 Return Air Plenum Transfer Duct NTS3 Duct Take-Off - Supply NTS4 Coil Condensate Drain Piping NTS5 Gas Connection NTS6 Suspended Gas Furnace G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 20700 C. J E F F R EY WEST BR OO K2/12/2024 T GUH-1 (Relocated) Ex st Ga ra ge /S tor ag e Ne w Ga ra ge Gas Meter (Exst) Provide New Connection To Delivery Side of Gas Meter (Total Developed Length ~160 ft) Existing Garage/Storage 3/4"ø - NG 11' - 0" 3/ 4" ø -N G 5' -0 " 3/4"ø - NG 107' - 6" 3/ 4" ø -N G 18 ' - 6" 3/4"ø - NG 2' - 0" A Natural Gas Provide Unit Heater w/Dielectric Union, Gas Cock, and Drip Leg C Natural Gas Gas Pipe Sizing Based Upon 2015 International Fuel Gas Code Table 402.4(5) GUH-1 (Relocated) • Reznor #UPAD-150 • Input - 150 MBH • Output - 124.5 MBH • 1920 cfm • 1⁄4 HP - 115V New Wall Thermostat for GUH-1 (Relocated) (150 CFH) (150 CFH) 1 1 /2" ø - NG Exst Gas Pipe to Office Building 2 M102 (Min.) 1' - 0" 3/4"ø - NG New GUH-1 Combustion Air Intake w/Turndown Elbow New GUH-1 Vent w/Turndown Elbow Note: Combustion Air and Vent Terminations Shall Be a Minimum of 1 ft Apart Horizontally MAA #: March Adams& Associates Consulting Engineers 310 Dodds Ave. P.O. Box 3689 Chattanooga, Tennessee 37404 PH: (423)698-6675 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 23055 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 M ec ha ni ca l - v 20 22 .rv t 2/ 12 /2 02 4 5: 04 :1 1 PM JG JG JG /C JW M102 N ew G ar ag e M ec ha ni ca l P la n 1/8" = 1'-0"1 New Garage Mechanical Plan 1/4" = 1'-0"2 Section 2 G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 20700 C. J E F F R EY WEST BR OO K2/12/2024 AC-2 (Exst) AC-1 (Exst) GF-4 GF-3 GRH-1 (Exst) GRH-2 (Exst)Connect to Exst 11⁄2"ø NG 1"ø - NG26' - 0" 1"ø - NG24' - 6" 1 1/4"ø - NG 9' - 6" 1 1/2"ø - NG 29' - 0"1 1/2"ø - NG28' - 6" 1 1/2 "ø - NG 19 ' - 6" 1 1/2"ø - NG28' - 0" 1 1 /2" ø - N G 54 ' - 6" GUH-1 (Relocated) Exst Gas Meter 3/4"ø - NG18' - 6" 3/4"ø - NG 107' - 6" 3/ 4" ø -N G 8' -0 " Provide New Connection To Delivery Side of Gas Meter (150 CFH @ Total Developed Length ~160 ft) (670 CFH @ Total Developed for Office Addition, Length ~160 ft) 3/4"ø - NG 3/ 4" ø -N G 3/ 4" ø -N G 1" ø -N G 14 ' - 0" 1" ø -N G 14 ' - 0" Above Ground Underground Above Ground Underground (6 70 C FH ) (670 CFH) (350 CFH) (160 CFH) (160 CFH) (175 CFH) (175 CFH) (150 CFH) Isolation Valve New Existing Isolation Valve MAA #: March Adams& Associates Consulting Engineers 310 Dodds Ave. P.O. Box 3689 Chattanooga, Tennessee 37404 PH: (423)698-6675 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 23055 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 M ec ha ni ca l - v 20 22 .rv t 2/ 12 /2 02 4 5: 04 :2 2 PM JG JG JG /C JW M201 G as Is om et ric s 1 Gas Isometric Existing Gas Meter Coordinate New Gas Demand w/Gas Company G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 20700 C. J E F F R EY WEST BR OO K2/12/2024 GENERAL: 1. VERIFY ALL DOOR SWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN LIGHT SWITCHES TO INSURE PROPER LOCATION. VERIFY ALL CASEWORK HEIGHTS TO INSURE THAT ALL OUTLETS ABOVE CASEWORK ARE AT THE PROPER HEIGHT. 2. VERIFY THE EXACT LOCATION OF ALL MOTORS AND EQUIPMENT OF ELECTRICAL AND OTHER TRADES BEFORE ROUGHING IN ELECTRICAL WORK. ALSO ADVISE OTHER TRADES OF THE LOCATIONS OF ELECTRICAL WORK WHICH WILL AFFECT THEIR WORK, PRIOR TO THE INSTALLATION OF THE ELECTRICAL WORK. COORDINATE LIGHT FIXTURE LOCATION WITH OTHER TRADES AND ARCHITECTURAL. 3. ALL DIMENSIONS AFFECTING ELECTRICAL WORK ARE TO BE CAREFULLY CHECKED AND VERIFIED WITH THE GENERAL CONTRACTOR BEFORE ANY WORK IS DONE. 4. UNLESS OTHERWISE NOTED IN THE WRITTEN SPECIFICATIONS OR ON THE DRAWINGS, ALL ELECTRICAL WORK AND ELECTRICAL EQUIPMENT ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. WIRE/CONDUIT: 1. ELECTRICAL CONTRACTOR IS TO PROVIDE CONDUITS AND BOXES FOR THERMOSTAT AND SENSOR LOCATIONS. COORDINATE WITH MECHANICAL FOR LOCATIONS, MOUNTING HEIGHTS, BOXES, & CONDUIT SIZE. PROVIDE MEASURED PULL STRINGS. STUB OUT IN 1/2"C. 2. PROVIDE MEASURED PULL STRINGS IN ALL CONDUIT TO BE LEFT EMPTY. 3. CONTRACTOR TO PROVIDE WIRE SIZES AS REQUIRED FOR VOLTAGE DROP CONSIDERATIONS. 4. PROVIDE SEPARATE GROUND WIRES FOR ALL CIRCUITS. NO RACEWAY GROUNDS. 5. CONTRACTOR IS REQUIRED TO PROVIDE CONDUIT SLEEVE PENETRATIONS THRU RATED WALLS FOR USE BY HIMSELF AND OTHER TRADES. COORDINATE SIZE AND LOCATION OF CONDUITS REQUIRED BY OTHER TRADES. THE INTERIOR OF ALL CONDUIT SLEEVES PENETRATING RATED WALLS ARE TO BE SEALED AROUND WIRING AND TO THE INTERIOR OF THE CONDUIT AT EACH END WITH FIRE STOP MATERIAL TO PRESERVE THE RATING INTEGRITY OF THE WALL; SEALING IS TO BE DONE ONLY AFTER ALL WIRING IS COMPLETE BOTH BY THE ELECTRICAL CONTRACTOR AND OWNER. 6. CONDUIT ROUTING IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ROUTING SHOWN ON THESE DRAWINGS ARE FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR IS FREE TO COMBINE DIFFERENT HOMERUNS IN SAME CONDUIT AND RESIZE ACCORDING TO NEC REQUIREMENTS. CONTRACTOR IS TO PROVIDE MULTIPLE RUNS OF CONDUIT AT HIS EXPENSE TO REPLACE LARGER INDIVIDUAL RUNS OF CONDUIT INDICATED ON THESE DRAWINGS WHERE FIELD CONDITIONS WILL NOT ALLOW THEM TO BE INSTALLED IN THE SIZES SHOWN. ELECTRICAL CONTRACTOR FREE TO USE LEAST EXPENSIVE WIRING METHOD AS ALLOWED BY CODE. COORDINATE WITH OTHER TRADES FOR INSTALLATION SO THAT NO TRADES INSTALLED PIPING, DUCTWORK, OR RECESSED LIGHTING FIXTURES INTERFERES WITH THE ARCHITECTS REQUIRED MINIMUM CEILING HEIGHT. CONTRACTOR IS TO PUNCH THRU WALLS WITH CONDUIT RUNS AS REQUIRED BY FIELD CONDITIONS. LOCATE WALL PENETRATIONS ABOVE CEILING AREAS UNLESS OTHERWISE INDICATED. FIRE STOP AS REQUIRED. POWER/SYSTEMS: 1. ALL COMMUNICATIONS SYSTEMS ARE TO BE PROVIDED BY OWNER. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL CONDUIT AND STANDARD BACKBOXES IDENTIFIED IN ELECTRICAL DOCUMENTS. 2. CONTRACTOR TO MARK CIRCUIT NUMBERS ON ALL J BOXES. MARK ON EXTERIOR IF NOT PAINTED, INTERIOR IF PAINTED. 3. PROVIDE PLENUM RATED CABLE AS REQUIRED, SEE MECHANICAL PLANS. LIGHTING: 1. CONTRACTOR IS TO VERIFY LIGHT FIXTURE COLOR/FINISHES WITH ARCHITECT PRIOR TO ORDER. 2. ALL LIGHT FIXTURES ARE TO BE CHECKED BEFORE ROUGHING IN TO INSURE THAT THEY CAN BE MOUNTED AS DIRECTED BY THE DRAWINGS AND THAT THERE IS ENOUGH SPACE TO ALLOW SUCH. 3. RECESSED LIGHT FIXTURES IN INSULATED CEILINGS MUST BE I.C. RATED. 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF HIS LIGHT FIXTURES WITH OTHER TRADES AND ARCHITECTURAL DRAWINGS PRIOR TO ANY INSTALLATION. GENERAL ELECTRICAL PROJECT NOTES A-12 ELECTRICAL SYMBOLS LEGEND WP 30A WP 30A LEGEND NOTES: 1. PART NUMBERS ARE NOT INTENDED TO INDICATE FINISH. VERIFY FINISH OF ALL WIRING DEVICES & COVER PLATES WITH THE ARCHITECT PRIOR TO ORDER. 2'x4' RECESSED MOUNTED FLUORESCENT LIGHTING FIXTURE. 2'x4' SURFACE MOUNTED FLUORESCENT LIGHTING FIXTURE. 1'x4' SURFACE MOUNTED FLUORESCENT LIGHTING FIXTURE. 48" CHAIN HUNG STRIP LIGHTING FIXTURE, FIELD VERIFY CHAIN LENGTHS. RECESSED DOWNLIGHT. SEE FIXTURE SCHEDULE FOR APERTURE SIZE AND LAMP TYPE. EXIT SIGN, SEE LIGHTING SCHEDULE FOR INCLUSION OF EMERGENCY BATTERY PACKS. SHADING INDICATES NUMBER AND ORIENTATION OF FACES UNIVERSAL MOUNTING KIT. ARROW INDICATES PROVIDE KNOCKOUT FOR DIRECTIONAL ARROW IN THE DIRECTION SHOWN. WALL MOUNTED SWITCH, MOUNT 48" A.F.F. UNLESS OTHERWISE NOTED. NUMBER INDICATES TYPE (3-WAY, ETC.). PROVIDE NYLON FACEPLATES. ALL GUESTROOM LIGHT SWITCHES ARE TO BE THE PASS & SEYMOUR ADORNE SERIES OR EQUAL. "D" INDICATES SLIDE DIMMER. COORDINATE SIZE WITH FIXTURES CONTROLLED TO AVOID FLICKERING. "P" INDICATES LIGHT SWITCH TO BE PILOT LIGHTED WHEN OFF. PANELBOARDS; RECESSED OR SURFACE MOUNTED AS NOTED IN PANEL SCHEDULE. UNLESS OTHERWISE NECESSARY BY HEIGHT OF CABINET, MOUNT SO THAT TOP IS AT 6'-0" A.F.F.. 3'-0" HORIZONTAL CLEARANCE MUST BE MAINTAINED FROM FLOOR TO CEILING IN FRONT OF ELECTRICAL PANELS. HOMERUN TO PANELBOARD IN CONDUIT. LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT NUMBER. CROSS HATCHES INDICATE NUMBER OF CONDUCTORS TO BE #12 AWG UNLESS OTHERWISE NOTED. ALSO PROVIDE PHASE WIRES. LONG LINE INDICATES NEUTRAL. SEPARATE GROUND WIRES FOR ALL CIRCUITS, SIZE PER NEC. CONDUIT IN FLOOR SLAB OR UNDERGROUND, 3/4" UNLESS OTHERWISE NOTED. SURFACE MOUNTED EXPOSED CONDUIT, 3/4" UNLESS OTHERWISE NOTED. JUNCTION BOX, SIZE AND USE AS REQUIRED. DISCONNECT SWITCH. ALL TO BE HEAVY DUTY. FUSE SIZE SHOWN ON DRAWINGS. DUPLEX RECEPTACLE OUTLET. "C" INDICATES MOUNTING AT COUNTER TOP HEIGHT, 6" ABOVE BACKSPLASH, VERIFY COUNTER HEIGHTS WITH ARCHITECT PRIOR TO DOING ANY WORK. "WP" INDICATES A WEATHERPROOF DEVICE MOUNTED HORIZONTALLY. OUTDOOR DEVICES NOT UNDER BUILDING EVES TO BE MOUNTED IN T&B WTSD 15A-C. "TR" INDICATES TAMPER RESISTANT RECEPTACLE. "G" INDICATES GROUND FAULT PROTECTED DEVICE. DEVICES LOCATED IN GUESTROOM BATHS ARE TO BE TAMPERPROOF & GFCI. "H" INDICATES THAT DEVICE IS TO BE MOUNTED HORIZONTALLY. "L" INDICATES DUPLEX RECEPTACLE WITH INTEGRAL NIGHT LIGHT. "U" INDICATES DUPLEX RECEPTACLE WITH TWO EACH USB PORTS. USB PORTS ARE TO BE TYPE 'A' AND 5A RATED. GROUNDS TO LOCATED UP ON ALL RECEPTACLES. THE USE OF QUICK PLUG TAIL RECEPTACLES ARE ALLOWED AS A LABOR SAVING FEATURE. TELEPHONE OUTLET, MOUNT AT 18" A.F.F. TO CENTER OF BOX, PROVIDE MEASURED PULL STRING, UNLESS OTHERWISE SHOWN. CABLE & FACE PLATES BY OWNER. "C" INDICATES MOUNTING AT COUNTER TOP HEIGHT, 6" ABOVE BACKSPLASH, VERIFY COUNTER HEIGHTS WITH ARCHITECT PRIOR TO DOING ANY WORK. "H" INDICATES HOUSE PHONE. CATV OUTLET. MOUNT AT 18" A.F.F. TO CENTER OF BOX, PROVIDE MEASURED PULL STRING, UNLESS OTHERWISE SHOWN. BOX IS TO BE STANDARD 4" SQUARE BOX WITH SINGLE PLATE REDUCER RING. CABLE & FACE PLATES BY OWNER. OWNER TO NOTE THAT THE FACEPLATE FOR THIS DEVICE IS TO BE CATV ONLY. SPECIAL PURPOSE RECEPTACLE. CONTRACTOR TO PROVIDE RECEPTACLE TO MATCH NEMA CONFIGURATION OF CORD & PLUG OF DEVICE TO BE PLUGGED INTO RECEPTACLE. "C" INDICATES MOUNTING AT COUNTER TOP HEIGHT, 6" ABOVE BACKSPLASH. 20A MOTOR RATED SWITCH WITH HANDLE LOCKING GUARD. 20A WEATHERPROOF MOTOR RATED SWITCH. 30A MOTOR RATED SWITCH. 30A WEATHERPROOF MOTOR RATED SWITCH. TV DATA/CABLE POINT OF CONNECTION. UNLESS OTHERWISE SHOWN BOX IS TO BE STANDARD 4" SQUARE BOX WITH SINGLE PLATE REDUCER RING. CABLE & FACE PLATES BY OWNER. $ $ $ $ J V C SHEET LIST - ELECTRICAL NUMBER NAME E001 ELECTRICAL PROJECT SCHEDULES & NOTES E101 OFFICES ELECTRICAL PLAN E102 OFFICE RISER DIAGRAM AND PANEL SCHEDULES E201 STORAGE LIGHTING PLAN E202 STORAGE POWER PLAN G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 39815 S T E V E N B. SABA CK Y 310 Dodds Avenue P.O. Box 3689 Chattanooga, TN 37404 (423) 698-6675 MAA # 23055 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 02/12/2024 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 - E LE C TR IC AL V 22 .rv t 2/ 8/ 20 24 1 0: 33 :2 0 AM C TA C TA SB S E001 EL EC TR IC AL P R O JE C T SC H ED U LE S & N O TE S 3 3 3 3 PNL-1 PNL-2 S S S S S S SSSSSS S S S S S S XC XC XR XR G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 39815 S T E V E N B. SABA CK Y 310 Dodds Avenue P.O. Box 3689 Chattanooga, TN 37404 (423) 698-6675 MAA # 23055 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 02/12/2024 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 - E LE C TR IC AL V 22 .rv t 2/ 8/ 20 24 1 0: 33 :2 6 AM C TA C TA SB S E201 ST O R AG E LI G H TI N G P LA N 1/4" = 1'-0"1 LIGHTING PLAN LIGHTING FIXTURE SCHEDULE Type MFG Model Description S LITHONIA LIGHTING CSS L96 8000LM MVOLT 40K 80CRI [CS All options] CSS 96in, 8000 Lumens, Multi Volt, 3500 Kelvin, 80 Color rendering, All options XC LITHONIA LIGHTING ECRG-RD ECRG RD - ROUND EXIT/EMERGENCY LIGHT COMBO XR LITHONIA LIGHTING OUTDOOR REMOTE HEAD SCHEDULE NOTES: 1. CONTACT BRAD WHEELUS WITH LIGHTING TRENDS AT (706) 953-8843 OR BRAD@LTGTRENDS.COM FOR ASSISTANCE WITH THE ABOVE LISTED LIGHT FIXTURES. 2. ALL TRIM AND FINISH SELECTIONS BY ARCHITECT. 200 A EXISTING OVERHEAD SERVICE BUILDING BUILDING DISCONNECT 240/120 V 1PH, 3W 100A MCB 100A FRAME PANEL "PNL" 1 SET #3 AWG AND #8 AWG GROUND IN 1-1/4" CONDUIT. 240/120 V 1PH, 3W EXISTING METER EXISTING NEW BUILDING EXISTING PNL PNL-4 PNL-5 PNL-3 PNL-6 GUH-1 PNL-7 G, WP G, WP G, WP G, WP G, WP G, WP G, WP G, WPG, WPG, WPG, WP G, WP G, WP G, WP EXISTING GARAGE TO EXISTING BUILDING DISCONNECT ON FAR SIDE OF EXISTING GARAGE BUILDING SEE RISER DIAGRAM G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 39815 S T E V E N B. SABA CK Y 310 Dodds Avenue P.O. Box 3689 Chattanooga, TN 37404 (423) 698-6675 MAA # 23055 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 02/12/2024 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 - E LE C TR IC AL V 22 .rv t 2/ 8/ 20 24 1 0: 33 :3 2 AM C TA C TA SB S E202 ST O R AG E PO W ER P LA N 1/4" = 1'-0"1 POWER PLAN Notes: Total Connected Load: 4374 VA 18 A PANEL CONNECTED LOAD TOTALS Legend: Total Connected Load (A): 19 A 18 A Total Connected Load (VA): 2282 VA 2107 VA 23 Space Only -- 1 -- -- 1 -- Space Only 24 21 Space Only -- 1 -- -- 1 -- Space Only 22 19 Space Only -- 1 -- -- 1 -- Space Only 20 17 Space Only -- 1 -- -- 1 -- Space Only 18 15 Space Only -- 1 -- -- 1 -- Space Only 16 13 Spare 20 1 0 0 1 20 Spare 14 11 Spare 20 1 0 0 1 20 Spare 12 9 Spare 20 1 0 0 1 20 Spare 10 7 GUH-1 20 1 667 0 1 20 Spare 8 5 RECEPTACLES 20 1 540 540 1 20 RECEPTACLES 6 3 RECEPTACLES 20 1 720 720 1 20 RECEPTACLES 4 1 LIGHTS - LEFT 20 1 616 616 1 20 LIGHTS - RIGHT 2 CODE CKT Circuit Description Trip PLS A B PLS Trip Circuit Description CKT CODE Notes: Enclosure: MCB Rating: 100 A Mounting: Surface Wires: 3 Frame Rating: 100 A Supply From: Phases: 1 Mains Type: MCB Location: Volts: 120/240 Single A.I.C. Rating: 10k Panel: PNL N.T.S.2 RISER DIAGRAM - STORAGE BUILDING HVAC Unit Wiring Table Mark Voltage MCA Phase Poles Wire Ground Conduit Disconnect Breaker Enclosure GUH-1 120 V 5.8 A 1 1 #12 AWG #12 AWG 3/4" 20 A 20 A NEMA 1 SCHEDULE NOTES: 1. UNIT GUH-1 IS RELOCATED FROM OFFICE BUILDING RENOVATION. REVISION META STONE OR COMPACTED EARTH OR COMPACTED SHEET WHERE SECTION IS SECTION OR DETAIL SHEET WHERE ELEVATION IS ELEVATION WINDOW DESIGNATION REFERENCE ELEVATION A D B C A-1 BATT DOOR CONCRETE BRICK IN CONCRET WOOD - WOOD - PLYWOOD WOOD - A.B. ANCHOR BOLT A.C.T. ACOUSTICAL CEILING TILE A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECTURAL BLD'G. BUILDING BLK. BLOCK BM. BEAM BOT. BOTTOM B.U.R. BUILT-UP ROOF B.W. BOTH WAYS C.J. CONTROL JOINT CLG. CEILING CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION C.F. CUBIC FEET CONT. CONTINUOUS C.T. CERMIC TILE DET. DETAIL DIA./Ø DIAMETER DN. DOWN D.S. DOWNSPOUT DWG. DRAWING E.J. EXPANSION JOINT E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM E.F. EACH FACE ELEC. ELECTRICAL ELEV. ELEVATION EMER. EMERGENCY ENCL. ENCLOSURE EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EXP. EXPANSION EXT. EXTERIOR EXIST. EXISTING F.A. FIRE ALARM F.D. FLOOR DRAIN F.D.C. FIRE DEPARTMENT CONNECTION FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTENGUILSHER CABINET F.F. FINISH FLOOR F.H.C FIRE HOSE CABINET FIN. FINISH F.L. FLOW LINE FLR. FLOOR LINE FLOUR. FLOURESCENT FDN. FOUNDATION F.O.B. FACE OF BRICK F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY FT. FEET FTG. FOOTING FURR. FURRING GA. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIBB H.C. HANDICAPPED HD HUB DRAIN HDWD. HARDWOOD HD'WE. HARDWARE H.M. HOLLOW METAIL HR. HOUR HT. HEIGHT HVAC HEATING, VENTING & AIR. COND. I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR JAN. JANITOR JT. JOINT JST. JOIST KIT. KITCHEN LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LT. LIGHT MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER M.H. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTL. METAL N. NORTH N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE TD TRENCH DRAIN U.N.O. UNLESS NOTED OTHERWISE 101 1t 1 A101 1 SIM 1 A1.1 EXTERIOR 9 " 2 7 " 3 4 " 4 0 " m in m in m a x m a x 6" 8" 17" kne clearanc dept to clearanc 2 9 " M IN CHECKER AUTHOR: DATE : JOB NO: SHT TITLE: COPYRIGHT C 2023 ROSS ANDREWS ARCHITECT, INC. PROJECT NAME & ADDRESS: OWNER: ROSS ANDREWS ARCHITECT, INC. 7831 NASHVILLE STREET RINGGOLD, GA 30736 706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com CONSULTANT: S T A T U S : 1 2 /6 /2 0 2 3 3 :1 7 :4 6 P M G002 Checker Author 7/10/23 Project Number GENERAL INFO O F F IC E B U IL D O U T - F O M A IN T E N A N C E B L D G 2 1 4 H O W A R D D R IV E F O R T O G L E T H O R P E , G A 3 0 7 4 2 CITY OF F O C D 7/10/23 SYMBOLS ABREVIATIONS 12" = 1'-0" SYMBOLS- ABBREVIATIONS 3/8" = 1'-0" 1 31_Lavatory Clearances RISERS ARE 4-7", AND TREADS ARE 11" TREA RISE HANDRAILS MUST TURN BACK UNLESS SHOWN OTHERWISE ON R e vi si o n N u m b e r R e vi si o n D e sc ri p tio n R e vi si o n D a te UP UP A201 1 7927 SF TOTAL AREA FOOTPRINT AFB1 FB3 FB4 B C D E F G H 2 A301 1 A301 4394 SF GARAGE 101 4394/500=9 PEOPLE 22 PEOPLE A201 1 A A FB1 FB1 FB2 FB3 FB3 FB4 FB4 B B C C D D E E F F G G H H 2 A301 1 A301 130' - 8" 6 0 ' - 8 " 19' - 0 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 9' - 0 1/2" 1' - 3 1/2" 1 1 ' - 2 "13' - 3" 12' - 3" 12' - 3" 37' - 9" NEW OUTSIDE FIRE ESCAPE STAIRS. INTERIOR STAIRS NOT UP TO CODE WITH NON-RATED CORRIDOR. ROOF COVERING STAIRS 11' - 10" NEW WALLS TO HIT EXISTING MULLIONS, TYP 146 SF OFF 201 132 SF OFF 202 132 SF OFF 203 146/150=1 PERSON 132/150= 1 PERSON 132/150=1 PERSON 3225SF TOTAL/150=22 PEOPLE TOTAL 2674 SF OPEN OFFICE 204 9 8 ' C O M M O N T R A V E L 1 0 0 ' A L L O W E D 22 PEOPLE EXIT, 165 PEOPLE ALLOWED. FEC 7' - 2" APPROX LOCATIONS FOR POWER CONDUIT OCCUPANT LOAD ASSEMBLY (CONCENTRATED)= 7SF/NET ASSEMBLY (UNCONCENTRATED)= 15 SF/NET BUSINESS= 150 SF/GROSS EDUCATION= 20 SF/NET INDUSTRIAL= 100 SF/ GROSS KITCHEN= 200 SF/ GROSS MERCHANTILE= 30 SF/ GROSS RESIDENTIAL= 200 SF/ GROSS STAGE/PLATFORM= 15 SF/GROSS WAREHOUSE= 500 SF/GROSS DOOR CAPACITY FACTOR: .2"/OCCUPANT 36" DOOR=33/.2=165 OCC. 42" DOOR=39/.2=195 OCC. 44" DOOR= 41/.2=205 OCC. (2) 36" DOORS=67/.2=335 OCC. (2) 42" DOORS=79/.2=395 OCC. (2) 44" DOORS=83/.2=415 OCC.0' - 2 1/2" A HORN ALARM INTERIOR EMERGENCY LIGHT EXTERIOR EMERGENCY LIGHT "EXIT" SIGN BATTERY BACKUP AND EMERGENCY LIGHT V VISUAL ALARM FIRE LEGEND FEC FIRE EXTINGUISHER CABINET CHECKER AUTHOR: DATE : JOB NO: SHT TITLE: COPYRIGHT C 2023 ROSS ANDREWS ARCHITECT, INC. PROJECT NAME & ADDRESS: OWNER: ROSS ANDREWS ARCHITECT, INC. 7831 NASHVILLE STREET RINGGOLD, GA 30736 706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com CONSULTANT: S T A T U S : 1 2 /6 /2 0 2 3 3 :1 7 :5 2 P M G101 RSA RSA 7/10/23 Project Number LIFE SAFETY PLAN O F F IC E B U IL D O U T - F O M A IN T E N A N C E B L D G 2 1 4 H O W A R D D R IV E F O R T O G L E T H O R P E , G A 3 0 7 4 2 CITY OF F O C D 7/10/23 1/8" = 1'-0" 1 LEVEL 1 LIFE SAFETY PLAN 1/8" = 1'-0" 2 Level 2 LIFE SAFETY PLAN 1/8" = 1'-0" OCCUPANT LOAD 1/2" = 1'-0" DOOR OCCUPANT CAPACITY CODE CHECK ________________________________________________ DESIGN DOCUMENTATION AND INSTALLATION REQUIREMENTS ______________________________ I. PROJECT IDENTIFICATION: A. PROJECT NAME: OFFICE BUILD-OUT F.O. MAINTENANCE BLDG B. PROJECT ADDRESS: 214 HOWARD DRIVE, FORT OGLETHORPE, GA 30742 C. PROJECT DESCRIPTION (SCOPE OF WORK): BUILD-OUT 3 SMALL OFFICES ON A SECOND FLOOR. D. FIRE DISTRICT: E. PROJECT CONTACT PERSON AND ARCHITECT: ROSS ANDREWS ARCHITECT, 7831 NASHVILLE STREET, RINGGOLD, GA 30736 PHONE/FAX: 706-935-6344. GA LICENSE #: RA005576 ROSS@ROSSANDREWSARCHITECT.COM H. JURISDICTION FOR APPROVAL: LOCAL I. OWNER: FO J. CONTRACTOR: TBD K. DATE: 7/10/23 _____________________________ II. BUILDING REGULATIONS: (GEORGIA) 2018 NFPA- 101 LIFE SAFETY CODE (LSC) 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FUEL GAS CODE (IFGC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2020 NEC NATIONAL ELECTRICAL CODE NFPA 70 2018 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNTIONAL ENERGY CONSERVATION CODE (IECC) WITH 2020 GEORGIA SUPPLEMENTS AND AMENDMENTS 2010 ADA (INCLUDE ALL STATE AMENDMENTS TO THE ABOVE CODES) B. ZONE: BUSINESS C. VARIANCES, APPEALS, EQUIVALENCIES, AND AUTHORITY GRANTING APPROVAL: _____________________________ III.OCCUPANCY GROUP(S): A. OCCUPANCY TYPE: IBC (302)= MIXED BUSINESS & STORAGE S-1 , NFPA(CH 6)= B. OCCUPANT LOAD/FLOOR: (SEE LIFE SAFETY PLAN) 1. FIRST FLOOR: IBC (1004.5)= N/A , NFPA (7.3.1.2)= 2. SECOND FLOOR: IBC (1004.5)= 22 PEOPLE, NFPA= 3. TOTAL: _____________________________ IV. CONSTRUCTION: A. TYPE: IBC (TABLE 601)= IIB , NFPA (TABLE A.8.2.1)= B. LIVE LOADS: 1. ROOF (SNOW): 20 PSF 2. WIND: 12.5 PSF 3. FLOOR(S): 50 PSF BUSINESS 4. HANDRAIL LOADS: 250LB LOAD IN ANY DIRECTION AT THE TOP (NOT APPLIED SIMULTANEOUSLY WITH OTHER LOADS). THE RAIL SHALL ALSO HOLD 50PLF HORIZONTAL AT THE TOP IN ANY DIRECTION AND 100 PLF VERTICAL ON TOP OF THE RAIL. _____________________________ V. BUILDING DESCRIPTION: A. AREA: ALLOWED ACTUAL 1. 1ST FLR.: IBC (TABLE 506.2)= EXISTING 2. 2ND FLR.: BUSINESS 23,000 SF 2674 SF B. HEIGHT: IBC (TABLE 504.3) EXISTING C. NUMBER OF STORIES: IBC (TABLE 504.4) 2 (3 ALLOWED FOR BUSINESS) D. CONSTRUCTION FIRE PROTECTION: IBC (TABLE 601) 1. PARTY AND FIRE WALLS: N/A 2. INTERIOR BEARING WALLS: 0 3. INTERIOR NONBEARING PARTITIONS: 0 4. COLUMNS: 0 5. BEAMS, GIRDERS:0 6. FLOOR/CEILING ASSEMBLY: 0 7. ROOF/CEILING ASSEMBLY: 0 8. EXTERIOR BEARING WALLS: 0 9. EXTERIOR NONBEARING WALLS: 0 10. TENENT SEPARATION: N/A 11. CORRIDORS (IBC 1020, TABLE 1020.1): 0 12. SHAFT ENCLOSURES: 1 13. OCCUPANCY SEPARATIONS: 1 BETWEEN BUSINESS AND GARAGE 14. STAIR ENCLOSURES: 1 15. ROOF COVERINGS: 0 _____________________________ VI. FIRE SAFETY/ MEANS OF EGRESS DESIGN: A. CONCEPT: 1. SEPARATION A.FIRE WALLS (IBC TABLE 706.4) : N/A B. NFPA(8.2.1) CONSTRUCTION TYPE SEPARATION FIRE BARRIERS (1 HR). 2. HORIZONTAL EXITS: N/A 3. TRAVEL DISTANCE TO EXITS (IBC TABLE 1017.2): 200 FT NFPA(A.7.6.1) 200 FT 4. NO. OF EXITS REQUIRED (IBC 1021):1 1-500=2, 501-1,000=3, >1,000=4 NPFA(7.4.1)=1-500=2, 501-1,000=3, >1,000=4 38.2.4.3 ALLOWS 1 EXIT IF LESS THAN 100 PEOPLE AND 100' TO EXIT. 5. FIRE/ DRAFT STOPS (IBC 718.4): N/A 6. DEAD END ALLOWED (IBC 1020.4): 20' NFPA (A.7.6.1) 7. SMOKE BARRIERS: N/A 8. STAIRS: (UNLESS SHOWN OTHERWISE) 7"MAX. EQUAL SOLID RISE, 11" MIN. EQUAL SOLID TREAD (MEASURED NOSE TO NOSE, WITH NO LIP TO MAX 1/2” LIP), 44" WIDE CLEAR BETWEEN WALLS. HANDRAILS REQUIRED BOTH SIDES: 1.5" DIAMETER WITH ENDS TURNED BACK TO WALL, 34" ABOVE TREAD NOSE, GUARDS PROHIBITING THE PASSAGE OF A 4" SPHERE FROM FLOOR OR TREAD NOSE TO 42" HIGH IF DROP-OFF IS OVER 30", HANDRAILS 12" BEYOND TOP LANDING AND 12" BEYOND BOTTOM RISER, 2-1/4" CLEARANCE BETWEEN RAIL AND WALL. EXTERIOR TREADS SLOPE TO DRAIN 1/4”. 9. COMMON PATH OF TRAVEL DISTANCE (IBC 1006.2.1) : 100 FT NFPA(A.7.6.1) 75', BUT 38.2.5.3.2= 100' IV LESS THAN 30 PEOPLE. 10. PANIC HARDWARE (IBC 1008.1.10): N/A _____________________________ VII.FIRE PROTECTION DEVICES: A. SPRINKLERS (IBC 903): N/A B. STANDPIPES: N/A C. PORTABLE FIRE EXTINGUISHERS: YES (NFPA 10- PORTABLE FIRE EXTINGUISHERS) EVEN IF BUILDING IS SPRINKLERED. MAXIMUM DISTANCE TO EXTINGUISHER IS 75' FOR CLASS “A” FIRES. D. FIRE ALARMS (IBC 907): N/A E. SMOKE DETECTORS: N/A _____________________________ VIII.INTERIOR FINISHES (IBC TABLE 803.13): WALL/CEILING FLOOR A. EXITS: B DOC FF-1 “PILL TEST” (CPSC 16 CRR, PART 16300) B. CORRIDORS: B “ C. OTHER AREAS: C “ _____________________________ IX. PARKING REQUIREMENTS: N/A A. HC SPACES: B. TOTAL SPACES/ SIZES: _____________________________ X. LIGHTING: A. EMERGENCY (IBC 1008): YES B. EXIT SIGNS/ ADA (IBC 1011): YES _____________________________ XI. MECHANICAL: EXISTING _____________________________ XII.PLUMBING: A. #PEOPLE/ PLUMBING CODE: 22+22+9= 53 PEOPLE B. DESCRIPTION 1. FEMALE:53/2= 27 WC: 1/25: 27/25= 2 LAVS: 1/40: 27/4 = 1 2. MALE:53/2=27 WC: 1/25: 27/25=2 (ONE IS URINAL) URINAL: LAVS: 1/40: 27/40= 1 3. DRINKING FOUNTAIN: KITCHEN 4. SERVICE SINK: EXISTING _________________________________________________ XIII. ENERGY A. WALLS: EXISTING B. ROOF: EXISTING C. FLOOR: EXISTING D. FENESTRATION: EXISTING 1/8" = 1'-0" FIRE LEGEND R e vi si o n N u m b e r R e vi si o n D e sc ri p tio n R e vi si o n D a te UP UP - - -- A201 1 AFB1 FB2 FB3 FB4 B C D E F G H 2 A301 1 A301 - - -- A201 A201 2 1 A A FB1 FB1 FB2 FB3 FB3 FB4 FB4 130' - 8" 6 0 ' - 8 " B B 19' - 0 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 9' - 0 1/2" 1' - 3 1/2" C C D D E E F F G G H H 2 A301 1 A301 1 1 ' - 2 "13' - 3" 12' - 3" 12' - 3" 37' - 9" NEW OUTSIDE FIRE ESCAPE STAIRS. INTERIOR STAIRS NOT UP TO CODE WITH NON-RATED CORRICOR. SEE STRUCTURAL. ROOF COVERING STAIRS. SEE STRUCTURAL. 11' - 10" NEW WALLS TO HIT EXISTING MULLIONS, TYP TYP 36" X 84" DOORS TO MATCH EXISTING TYP WALL: 5/8" GYP EACH SIDE OF 3-5/8" MTL STUDS AT 16" OC W/ FULL THICK FIBERGLASS SOUND INSUL. 36"X84" METAL DOOR W/ INTERNAL INSULATION, THRESHOLD, CLOSER, WEATHERSTRIPPING, LEVER HANDLE, STORAGE FUNCTION. A201 1 AFB1 FB3 FB4 B C D 2 A301 1 A301 ACT-2 9' - 0" TYP ACOUSTIC CEILING AT 9' W/ 6" SOUND INSUL ABOVE. SEE ELEC FOR LIGHTING AND MECH. FOR HVAC CHECKER AUTHOR: DATE : JOB NO: SHT TITLE: COPYRIGHT C 2023 ROSS ANDREWS ARCHITECT, INC. PROJECT NAME & ADDRESS: OWNER: ROSS ANDREWS ARCHITECT, INC. 7831 NASHVILLE STREET RINGGOLD, GA 30736 706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com CONSULTANT: S T A T U S : 1 2 /6 /2 0 2 3 3 :1 7 :2 9 P M A101 RSA RSA 7/10/23 Project Number FIRST & SECOND FLOOR PLANS O F F IC E B U IL D O U T - F O M A IN T E N A N C E B L D G 2 1 4 H O W A R D D R IV E F O R T O G L E T H O R P E , G A 3 0 7 4 2 CITY OF F O C D 7/10/23 1/8" = 1'-0" 1 LEVEL 1 1/8" = 1'-0" 2 Level 2 1/8" = 1'-0" 3 LEVEL 2 REFLECTED CLG PLAN R e vi si o n N u m b e r R e vi si o n D e sc ri p tio n R e vi si o n D a te ARCHITECTURAL SHEET LIST Sheet Number Sheet Name A101 FIRST & SECOND FLOOR PLANS A201 BUILDING ELEVATIONS A301 BUILDING SECTIONS GENERAL INFORMATION SHEET LIST Sheet Number Sheet Name G101 LIFE SAFETY PLAN G002 GENERAL INFO UP LEVEL 1 0' - 0" Roof 24' - 0" Level 2 11' - 10" AFB1FB2 BCDEFGH 2 A301 5 ' - 4 " 2 ' - 0 " 1 2 ' - 7 2 9 /3 2 " OVER 10' FOR FIRE CODE LEVEL 1 0' - 0" Roof 24' - 0" Level 2 11' - 10" FB3 FB4 1 A301 - - -- A201 A201 2 1 AFB1 FB2 FB3 FB4 B C D E F G H NEW STAIR ROOF TO MATCH SLOPE OF STAIR AND GIVE 7' HEAD CLEARANCE MIN. CHECKER AUTHOR: DATE : JOB NO: SHT TITLE: COPYRIGHT C 2023 ROSS ANDREWS ARCHITECT, INC. PROJECT NAME & ADDRESS: OWNER: ROSS ANDREWS ARCHITECT, INC. 7831 NASHVILLE STREET RINGGOLD, GA 30736 706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com CONSULTANT: S T A T U S : 1 2 /6 /2 0 2 3 3 :1 7 :3 5 P M A201 RSA RSA 7/10/23 Project Number BUILDING ELEVATIONS O F F IC E B U IL D O U T - F O M A IN T E N A N C E B L D G 2 1 4 H O W A R D D R IV E F O R T O G L E T H O R P E , G A 3 0 7 4 2 CITY OF F O C D 7/10/23 1/8" = 1'-0" 2 North 1/8" = 1'-0" 1 West 1/16" = 1'-0" 3 Roof R e vi si o n N u m b e r R e vi si o n D e sc ri p tio n R e vi si o n D a te LEVEL 1 0' - 0" Roof 24' - 0" T.O. Footing -1' - 4"B.O. Footing -2' - 4" Level 2 11' - 10" AFB1 FB2B C D E F G H 2 A301 LEVEL 1 0' - 0" Roof 24' - 0" T.O. Footing -1' - 4"B.O. Footing -2' - 4" Level 2 11' - 10" FB3 FB4 1 A301 CHECKER AUTHOR: DATE : JOB NO: SHT TITLE: COPYRIGHT C 2023 ROSS ANDREWS ARCHITECT, INC. PROJECT NAME & ADDRESS: OWNER: ROSS ANDREWS ARCHITECT, INC. 7831 NASHVILLE STREET RINGGOLD, GA 30736 706-935-6344 ross@rossandrewsarchitect.com www.rossandrewsarchitect.com CONSULTANT: S T A T U S : 1 2 /6 /2 0 2 3 3 :1 7 :4 0 P M A301 RSA RSA 7/10/23 Project Number BUILDING SECTIONS O F F IC E B U IL D O U T - F O M A IN T E N A N C E B L D G 2 1 4 H O W A R D D R IV E F O R T O G L E T H O R P E , G A 3 0 7 4 2 CITY OF F O C D 7/10/23 1/8" = 1'-0" 1 LONGITUDINAL BUILDING SECTION 1/8" = 1'-0" 2 TRANSVERSE BUILDING SECTION R e vi si o n N u m b e r R e vi si o n D e sc ri p tio n R e vi si o n D a te 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 Mechanical contractor to obtain all required permits, inspections and pay all applicable fees. 2. The mechanical contractor shall coordinate the routing of ductwork with other trades and ensure there is available space for all involved occupations before fabrication of ductwork begins. Ductwork sizes noted on mechanical plans are net clear inside dimensions. 3. The mechanical contractor shall not pass ductwork, piping, or place mechanical equipment directly over any electrical panels or electrical equipment. Coordinate with the electrical contractor to maintain clearances as required by codes. 4. All ductwork shall be fabricated of galvanized steel of thickness and gauge to conform to SMACNA duct construction standards. 5. All supply duct elbows shall be provided with turning vanes. 6. All low pressure round duct and flexible duct shall be connected to low pressure duct with spin-in fittings and manual dampers. 7. Provide air extractors at duct take-offs as required for air Balancing. 8. Fire dampers are required where ductwork penetrates a one or more hour fire resistance rated assembly. [International Mechanical Code section 607 and International Building code 716.5]. Fire dampers may be omitted in 1-hour rated fire partitions where the duct penetrating the wall is not larger than 100 in2, the duct does not terminate at a wall register, steel duct material is at least 0.0217 in. Thick, and the duct is located above a ceiling [International Building Code 716.5.4 and International Mechanical Code 607.5.3]. Fire dampers are also required where ducts pass through fire rated floor assemblies. Coordinate placement of all fire dampers with rated assemblies indicated on the architectural plans. 9. Coordinate the location of all ceiling mounted air terminals with architectural reflected ceiling plans. 10. The mechanical contractor shall furnish all labor, materials, equipment, services and incidentals required for a complete and operating facility. 11. All mechanical equipment shall be provided complete with electrical starter, protective devices, and interlocks required for complete operable system. 12. Mechanical equipment placement shall allow for full service/maintenance as recommended by the equipment manufacturer. 13. Color and finish of air terminals, louvers, and wall caps shall be coordinated with the owner. 14. The mechanical contractor is responsible for the testing, adjusting and balancing of all air systems. 15. All ductwork shall be connected to mechanical equipment with flexible U.L. listed connectors. 16. Outdoor air intakes shall not be located within 10'-0" of exhaust/relief louvers, wall caps, plumbing vents, or roof caps. 17. All low voltage control wiring shall be under this contractor. 18. Insulating materials shall have a flame spread index not more than 25 and a smoke-developed index not exceeding 450 in accordance with ASTM E 84. 19. The mechanical contractor shall size refrigerant line sets in accordance with the equipment manufacturer's guidelines. 20. Furnish mechanical as-built drawings as well as Operations & Maintenance manuals for all mechanical systems to the owner within 90 days of system acceptance by the authority having jurisdiction. Mechanical Project Notes The mechanical contractor shall provide the HVAC equipment submittals with an electrical summary sheet for use by the electrical engineer. The sheet shall indicate voltage, phase, MCA, and MOCP for all HVAC equipment submitted. Electrical values that conflict with information provided in the HVAC equipment submittals is sole responsibility of the mechanical contractor. HVAC Submittals Mechanical Symbols T Thermostat w/Humidity Control - Wall Mounted with Unit Designation (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans) View Number on Sheet Sheet on Which Detail Appears Indicates Similar to Noted View When Present Sections Air Terminals CD1 6"ø 125 Mark (See Air Terminal Schedule) Duct Connection Size Air Flow (cfm) Supply Air Duct Up Supply Air Duct Down Duct Centerline (Round Duct) Ceiling Diffuser with Flexible Duct Connection and 4- Way Throw Direction Arrows, if Throw Indication Arrows Are Not Present, Assume 4-Way Throw Direction of Air Flow Mitered Rectangular Duct Elbow (Provide Turning Vanes in All Rectangular Supply Ductwork, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated) Rectangular Duct with Dimensions Round Duct with Dimensions18"x12" 18"ø Damper in Ductwork, if Damper is Unlabeled, Assume Balancing Damper, Manual (B) Damper Types: • B = Balancing Damper, Manual • 2-P = 2-Position Damper, Motorized Actuator • M = Full Modulating Damper, Motorized Actuator • F = Fire Damper • FS = Combination Fire / Smoke Damper B CD Condensate Drain Piping (CD) 1 M301 SIM Return / Outdoor Air Duct Up Return / Outdoor Air Duct Down Exhaust Air Duct Up Exhaust Air Duct Down CO 2 Carbon Dioxide Sensor R Relocate Existing Center Line Connection - New/Existing Duct Rise R Duct Drop D Radius Rectangular Duct Sharp-Heel Elbow (Provide Turning Vanes in All Rectangular Supply Ductwork, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated) C.O. Cleanout (Condensate) F Fan Wall Switch (Coordinate w/Electrical) Remove/Demolish (Demolition Sheets Only) Outdoor Design Conditions Indoor Design Data Location Heating db (99.6%) Cooling db (0.4%) Mean Coincident wb (0.4%) Heating db Cooling db Cooling Relative Humidity Chattanooga, TN 19.6 95.0 74.5 70 74 55% (Maximum) db: Dry Bulb °F wb: Wet Bulb °F Note: Outdoor conditions based upon ASHRAE Climatic Design Conditions 2017. Weather Station Chattanooga AP, TN, USA (WMO:723240) Current Energy Code 2015 IECC Climate Zone 4A Units shall have room thermostat furnished by unit manufacturer and shall control heating and cooling in sequence with automatic switchover as required maintaining room temperature. A fan switch shall allow blower fan to run continuously or cycle. Sequences of Operations Gas Furnaces 1" Steel Duct Strap, Secure Directly To Structure Only 1 1 /4" 1 1/4" 1 1 /4" 1 1 /4" 1 1/4" 1 1 /4" Sheet Metal Screw #10 x 3/4", Typ. Insulation per Duct Insulation Table Extend Duct Strap 2" Under Duct 1/4" - 20 x 1" Carriage Bolt with Zinc Flared Wing Nut And Lock Washer (Provided With Duct Hanger) Round Duct Hanger, Ductmate #RDH*GA20 Seal Insulation with Insulation Tape @ Duct Strap Penetration, Typ. Rectangular Duct Round Duct Notes: 1. Steel straps shall be the only thing penetrating the insulation. Do not support ducts with Unistrut or similar product. 2. Duct straps shall support the duct directly. Do not place duct straps exterior of the insulation. 3. Provide duct supports for horizontal ducts within 24 inches of elbows and with 48 inches of branch intersections. Straight lengths of horizontal duct shall be supported a minimum of every 10 ft. Elbow With Turning Vanes, Extend 18" Minimum, Terminate w/Manual Balancing Damper Line Interior of Duct With 1" Thick Acoustical Duct Liner Return Grille Grille Size Duct SizeGrille cfm 12"x12" 14"x8"Up to 500 24"x24" 26"x14"501 to 2000 48"x24" 34"x14"2001 to 3000 Component Sizing Supply Trunk Take-Off Support Rigid Duct with 1 1/2" Metal Strapping, 4 Ft. on Center Flexible Duct, Maximum Length 5 Ft. CeilingAir Terminal Notes: 1. Insulation shall cover the entire length of the take-off and top of diffuser. 2. See air terminal schedule for grille sizes. 3. Secure flex duct top and bottom with band on inside liner and with band on outside of insulation. Manual Damper (Must be Accessible) or Provide Access Panels Round Sheet Metal Duct D Plenum Rated Band or Screw Clamp "Flexright" Flexible Duct Elbow Support Condensate Drain Pipe Sizes 3⁄4" - 0-2 Tons 1" - 2 1/2 - 5 Tons 1 1⁄4" - 6-30 Tons 1 1⁄2" - 31-50 Tons 2" - 51-170 Tons (Slope @ 1⁄4" per ft.) Cold Coil Sloped Drain Pan Condensate Drain (Full Size of Unit Connection Seal Depth =Maximum Static Pressure (in. wg.) + 2" Slope Condensate Drain (CD) to Point of Disposal Open to Atmosphere Duct Insulation Schedule Service Location R-Value Description Rectangular / Round - Supply, Return, Outside Air Interior / Concealed and Exposed R=6.0 Minimum External Duct Insulation - Wrap: Owens-Corning Softr Duct Wrap Insulation Type 75, 2.2" Thick, 3/4 lbs/CF Density with Type FRK Facing (or Equal.) First 15 Ft from Mechanical Equipment Shall Have an Internal Acoustical Liner, Certain-Teed (or Equal) "Ultralite" Heavy Graduated Density, 1" Thick. Liner Shall Meet ASTM G21 And G22 for Micro-Biological Treatment. Diffuser Necks, Boots and Boxes for Grilles and Registers Interior / Concealed R=6.8 Minimum External Duct Insulation - Wrap: Owens-Corning Softr Duct Wrap Insulation Type 75, 2.2" Thick, 3/4 lbs/CF Density with Type FRK Facing (Or Equal) Flexible Ductwork Insulated Flexible Air Duct with 2", 0.76 lb. Minimum Density Fiberglass Blanket and Fiberglass Scrim Reinforced Aluminized Polyester Film Vapor Barrier Interior / Concealed R=6.0 Minimum Pipe Insulation Schedule Service Location R-Value Description Refrigeration Piping Interior / Exterior ---- Suction Lines- 3⁄4”Aeroflex AC, Liquid Lines 1⁄2” Aeroflex AC. Provide UV Protective Coating on all elastomeric pipe insulation where exposed to sunlight. 1. Coordinate fuel gas pipe routing with existing equipment before fabrication. 2. Gas piping sized for 2 PSI delivered gas pressure with a pressure drop of 1.0 PSIG, 0.6 specific gravity and schedule 40 steel pipe. Developmental lengths are indicated on the Gas Riser. Provide gas regulators at equipment as required. Regulators installed inside the building shall be equipped with leak-limiting devices. 3. Provide gas cock, drip leg, regulator, and dielectric union at each unit. 4. Contractor shall to verify gas demand of all existing equipment. Gas demand shall be coordinated with gas purveyor. 5. Portions of fuel gas piping installed in concealed locations shall not have unions, tubing fittings, right and left couplings, bushings, compression couplings and swing joints made by combinations of fittings or otherwise the fuel gas piping must be sleeved and the sleeve must vent to atmosphere. Venting of the sleeve shall be accomplished to prevent the entrance of water or insects. 6. All fuel gas piping installed outdoors shall be elevated not less than 31⁄2" above surfaces. Paint gas pipe per specifications. NATURAL GAS NOTES Gas Supply Line Gas Cock Dielectric Union To Equipment Plugged 1/8"ø NPT Test Gage Connection Drip Plug Regulator 6" Min. Vent 1⁄4"ø Threaded Rod Combustion-Air Pipe Hex Nut & Washer (4) Required per Rod Rod Location using Dimple Locators Extend Angle Iron Out for Coil Support Notes: 1. Maintain 1" clearance minimum between top of furnace and combustible material. 2. The entire length of furnace must be supported when furnace is used in a horizontal position to ensure proper drainage. Connect threaded rod to Structure, typ. MAA #: March Adams& Associates Consulting Engineers 310 Dodds Ave. P.O. Box 3689 Chattanooga, Tennessee 37404 PH: (423)698-6675 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 23055 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 M ec ha ni ca l - v 20 22 .rv t 2/ 12 /2 02 4 5: 03 :5 1 PM JG JG JG /C JW M000 M ec ha ni ca l S ch ed ul es & N ot es Notes: 1. Noise Criteria Shall Not Exceed 25 2. Contractor Shall Coordinate Border with Ceiling Type (Lay-In Or Gyp.) 3. Refer to Mechanical Floor Plan(S) For CFM 4. Air Devices Are 4-Way Throw (Unless Noted Otherwise on Mechanical Floor Plans) 5. Supply Air Terminals Shall Be Supplied with Opposed Blade Damper 6. Provide Manual Volume Damper at Main Trunk Take-Off For Balancing; Supply and Return 7. Approved Alternate Manufacturers: Metalaire, Titus 8. Air Terminal Finishes Shall Be Per Architect Air Terminal Schedule Mark Manufacturer Model Description Material Size Count CD1 Price SCD Rectangular Face Ceiling Supply Diffuser - 24"x24" Face Steel 6ø 2 CD2 Price SCD Rectangular Face Ceiling Supply Diffuser - 24"x24" Face Steel 10ø 1 RG1 Price 80 Ceiling Return Grille Steel 12x12 3 RG2 Price 535-FR Fire Rated Sidewall Return Grille Steel 16x44 2 SR1 Price 520D Sidewall Supply Register Steel 10x6 12 Mechanical Sheet List Sheet Number Sheet Name Current Revision Description Current Revision Date M000 Mechanical Schedules & Notes M101 First & Second Floor Office Mechanical Plans M102 New Garage Mechanical Plan M201 Gas Isometrics MD101 Mechanical Demolition Plan Gas Furnace Schedule Mark Manufacturer Model Fan Natural Gas Electrical Weight Cooling Coil Mod. Outdoor Unit NotesSupply Air Outdoor Air Estimated ESP HP Input Capacity (All Stages) Stages Efficiency Voltage # Poles MCA MOCP GF-3 Trane S8X1C080M5PSC 1575 CFM 120 CFM 0.28 in-wg 1.00 80,000 Btu/h 64,000 Btu/h 2 80.0% 120 V 1 14.1 A 15 A 134 lb 4PXCCU42BS3 CU-3 1-4 GF-4 Trane S8X1C080M5PSC 1590 CFM 130 CFM 0.28 in-wg 1.00 80,000 Btu/h 64,000 Btu/h 2 80.0% 120 V 1 14.1 A 15 A 134 lb 4PXCCU42BS3 CU-4 1-4 Notes: 1. Thermostat - Touchscreen Prog dehumid 4H/2C 2. SlimFit Box Filter (1") w/ MERV 8 filter 3. Subbase 4. Vibration isolators Condensing Unit Schedule Mark Manufacturer Model Capacities Ratings Electrical Weight Notes Nominal Cooling Total Cooling Sensible Cooling SEER/EER Voltage # Poles MCA MOCP CU-3 Trane 4TTR4048N1 4.0 ton 47,897.0 Btu/h 36,395.0 Btu/h 14.3/11.7 230 V 1 24.0 A 40 A 189 lb 1 CU-4 Trane 4TTR4048N1 4.0 ton 47,897.0 Btu/h 36,395.0 Btu/h 14.3/11.7 230 V 1 24.0 A 40 A 189 lb 1 Notes: 1. Secure To Utility Pad w/Tamper Resistant Anchor Bolts NTS1 Duct Hangers NTS2 Return Air Plenum Transfer Duct NTS3 Duct Take-Off - Supply NTS4 Coil Condensate Drain Piping NTS5 Gas Connection NTS6 Suspended Gas Furnace G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 20700 C. J E F F R EY WEST BR OO K2/12/2024 AFB1 FB2 FB3 FB4 B C D E F G H AC-2 (Exst) AC-1 (Exst) EF-5 (Exst) GUH-1 (Exst) WHA (Exst) L-2 (Exst) L-3 (Exst) L-1 (Exst) 1 2 2 3 Cap 3/ 4" ø -N G 1. All mechanical work shall be in accordance with state and local codes and the authority having jurisdiction. 2. This drawing is created from the best available information. The mechanical contractor is responsible for verifying existing field conditions and reporting discrepancies to the mechanical engineer and owner prior to demolition. 3. All penetrations through roof exposed by removal of mechanical equipment, ductwork, or piping shall be patched to create a flush finish. Roof patching shall be accomplished in a method approved by the roofing system manufacturer and owner. 4. Where removal of mechanical equipment, ductwork, or piping damages floor surfaces, floors shall be patched to create a flush finish. Floor patching shall be accomplished in a method approved by the owner. 5. Repair all wall areas damaged during mechanical demolition to match existing. 6. Removed mechanical equipment, ductwork, piping, etc. remains the property of the owner. The owner has the final word on disposal or reuse of above mentioned items. Mechanical Demolition Notes MAA #: March Adams& Associates Consulting Engineers 310 Dodds Ave. P.O. Box 3689 Chattanooga, Tennessee 37404 PH: (423)698-6675 1122 RIVERFRONT PARKWAY CHATTANOOGA, TN 37402 423-267-7613 BY AP P' D R EV IS IO N S N O . D ES C R IP TI O N S D AT E ISSUE DATE JOB NO. DRAWING NO. D ES IG N ED D R AW N C H EC KE D AP PR O VE D TH IS D R AW IN G IS A N IN ST R U M EN T O F SE R VI C E O W N ED B Y C TI E N G IN EE R S, IN C . ( C TI ), W H IC H SH AL L BE D EE M ED T H E AU TH O R A N D W H IC H SH AL L R ET AI N A LL S TA TU TO R Y AN D C O M M O N LA W R IG H TS , I N C LU D IN G C O PY R IG H TS . T H IS D R AW IN G S H AL L N O T BE S C AN N ED , C O PI ED , O R D IS TR IB U TE D T O O TH ER S IN A N Y FO R M O R U SE D F O R A N Y O TH ER P U R PO SE O R P R O JE C T W IT H O U T PR IO R W R IT TE N C O N SE N T O F C TI . C TI IS N O T R ES PO N SI BL E FO R C O N SE Q U EN C ES R EL AT ED T O U N AU TH O R IZ ED U SE O R R EU SE O F TH IS D R AW IN G O R P O R TI O N S TH ER EO F. D AT E O F PR IN T: C IT Y O F FO R T O G LE TH O R PE , G EO R G IA M U N IC IP AL M AI N TE N AN C E FA C IL IT Y IM PR O VE M EN TS G23010 02/12/2024 PR S 23055 Au to de sk D oc s: //2 30 55 - Fo rt O gl et ho rp e G ar ag e/ 23 05 5 M ec ha ni ca l - v 20 22 .rv t 2/ 12 /2 02 4 5: 04 :2 9 PM JG JG JG /C JW MD101 M ec ha ni ca l D em ol iti on P la n 1/8" = 1'-0"1 Level 2 Office Mechanical Demolition Keynote Legend Key Value Keynote Text 1 Equipment To Be Removed, Patch Wall to Match Existing 2 Louver To Be Removed, Patch Wall to Match Existing 3 Unit Heater and Associated Vent To Be Removed, Patch Roof To Match Existing, Preserve for Installation in New Garage Building G EORG I A RE GISTERED ENG INEER PROFESSIONAL No. 20700 C. J E F F R EY WEST BR OO K2/12/2024 T T T AFB1 FB2 FB3 FB4 B C D E F G H 12x12 RG1 12x12 RG1 12x12 RG1 14x8 14x8 14x8 111 6ø CD1 140 6ø CD1 145 10ø CD2 290 10x6 SR1 250 10x6 SR1 250 10x6 SR1 250 10x6 SR1 250 16x1614x14 12x12 6ø6ø10 ø B B B M101 3 OFF 203 OFF 202 OFF 201 OPEN OFFICE 204 16x44 RG2 1575 16x44 RG2 1590 10x6 SR1 195 10x6 SR1 195 10x6 SR1 200 10x6 SR1 200 10x6 SR1 200 10x6 SR1 200 10x6 SR1 200 10x6 SR1 200 16 x1 6 14x14 10x10 12 ø F F 2 2 Ref. L...