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HomeMy WebLinkAboutPLANS4 A.B. ANCHOR BOLT MAS MASONRY AFF ABOVE FINISHED FLOOR MATL MATERIAL ADJ ADJACENT MAX MAXIMUM ARCH ARCHITECTURAL MECH MECHANICAL BLDG BUILDING MIN MINIMUM BM BEAM NTS NOT TO SCALE BOT BOTTOM OC ON CENTER BRG BEARING OPT OPTIONAL CJ CONTROLJOINT OSB ORIENTED STRAND BOARD CL CENTERLINE PLY PLYWOOD CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE PT PRESSURE TREATED COND CONDITION REINF REINFORCEMENT CONT CONTINUOUS REQD REQUIRED CONST CONSTRUCTION RO ROUGH OPENING CLG CEILING SCH SCHEDULE DBL DOUBLE SHTHG SHEATHING DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METAL SCREWS DWG DRAWING SP SOUTHERN YELLOW PINE EA EACH SPF SPRUCE PINE FIR EJ EXPANSION JOINT STL STEEL ELECT ELECTRICAL STIR STRUCTURAL FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SQ SQUARE FF FINISH FLOOR TOB TOP OF BEARING FT FOOT/FEET TYP TYPICAL GA GAUGE UNO UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR VERT VERTICAL GYP GYPSUM W/ WITH HGT HEIGHT WIC WALK IN CLOSET HORIZ HORIZONTAL WD WOOD HB HOSE BIB WWF WELDED WIRE FABRIC INS INSULATION W/O WITHOUT KSI KIPS PER SQUARE INCH WOW WINDOW Sheet List Page No Sheet Name Sheet Number 1 General Notes 50'1 2 Life Safety Plan 5912 3 Floor Plan and Elevations 51:1 4 Electrical Plan, Panel Schedule and Plumbing Supply Sf,2 5 Wall Sections and Details ..i SCOPE OF WORK: 1, THIS IS A LEVEL II ALTERATION. IT WAS AN APPROVED BUSINESS/INDUSTRIAL/STORAGE USE IN THE PAST. THIS PERMIT DOES NOT AFFECT THE BUILDING AREA OR LOAD BEARING ROOF, FOUNDATION OR EXTERIOR WALLS. A. RENOVATE 923 SQUARE FEET OF SPACE FOR BUSINESS USE. B. CHANGE EXISTING FACTORY/INDUSTRIAL AREAS TO STORAGE OCCUPANCY. ENSURE EXIT LIGHTS AND EMERGENCY LIGHTS ARE PROVIDED AS SHOWN. 2. ADD WALLS TO ENCLOSE THE OFFICE AREA. 3. ADD DOUBLE DOOR BETWEEN OFFICE AREA AND WAREHOUSE. 4. ADD WINDOW BETWEEN OFFICE AREA AND WAREHOUSE. S. ADD AIR CONDITIONING TO OFFICE ONLY PER ENERGY CALCULATIONS. 6. ADD WATER HEATER ABOVE RESTROOMS FOR MOP SINK AND TWO LAVATORIES IN RESTROOMS. 7. EXTEND CEILING FRAMING PER PLANS TO CREATE CEILING FOR OFFICE. 8. EXISTING BATHROOMS AND FIXTURES TO REMAIN. GENERAL NOTES: 1. DESIGN CODE A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: - a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC. b. 2017 FLORIDA MECHANICAL CODE, FBC-M. Y C. 2014 NATIONAL ELECTRIC CODE, NEC 2014. d. 2017 FLORIDA PLUMBING CODE, FBC-P. 1 e. 2017 FUEL GAS CODE, FBC-FG f. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC. g. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA. 2. DESIGN CRITERIA A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332. B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. C. STEEL SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 3. DESIGN LOADS A, FLOOR DEAD LOAD: 5 PSF B. FLOOR LIVE LOAD: 20 PSF (MAINTENANCE ONLY) C. GUARDRAIL/HANDRAIL 50 PLF OR 200 LBS IN ANY DIRECTION 4. STRUCTURE SPECIFICATIONS ' A. BUILDING OCCUPANCY CATEGORY: II B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION: SEE LIFE SAFETY PLAN D. WIND SPEED a. ULTIMATE (LRFD) = 158 MPH T b. ALLOWABLE (ASD) = 122 MPH E. WIND EXPOSURE CATEGORY: C F. ENCLOSURE CLASSIFICATION: ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 H. WIND-BORNE DEBRIS AREA: YES I. REFERTO DRAWINGS FOR STRUCTURE HEIGHTAND AREA J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. L PROJECT REQUIREMENTS: A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. C. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, ' LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. METALS: 1. GENERAL A. METAL BUILDING ERECTOR SHALL BE RESPONSIBLE FOR ERECTION OF THE STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH THE METAL BUILDING MANUFACTURERS ASSOCIATION. B. 2. MATERIALS A. ALL STRUCTURAL PLATES, CHANNELS AND MISCELLANEOUS METALS SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION BELOW. MATERIAL ASTM DESCRIPTION YIELD STRENGTH (min) STRUCTURAL STEEL PLATE A529/ A572 / A1011 50 KSI HOLLOW STRUCTURAL A500 42 KSI HOT ROLLED STR. SHAPES A500 / A572 / A592 / A992 50 KSI HOT ROLLED ANGLES A36 36 KSI COLD FORMED SHAPES A653 / A1011 ROOF AND WALL SHEETING A653/A792 BOLTS A3007/A325 RODS A572 / A108 ANCHOR RODS F1554 36 KSI B. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 3. EXECUTION A. INSTALL METALS AS DETAILED ON METAL BUILDING DRAWINGS. B. STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING AS ADOPTED BY THE AISC AND METAL BUILDING MANUFACTURERS ASSOCIATION. C. ALL STEEL SHALL BE PAINTED WITH ONE COAT OF PRIMER AND SHALL BE TOUCHED UP AFTER INSTALLATION. SHEATHING 1. MATERIALS A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. B. SHEATHING SHALL NOT EXCEED 19%MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%. C. FLOOR SHEATHING SHALL BEA MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER. D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING, E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE. 2. EXECUTION A. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH #10 SCREWS AT 6" ON CENTER. B. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3 (CORNERS). FASTENERS 1. MATERIALS A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXECUTION A. INSTALL CONNECTORS PER FLORIDA BUILDING CODE AND MANUFACTURERS REQUIREMENTS. INSULATION AND FINISHES: 1. GENERAL A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 720 AND FBCR. B. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEETTHE GYPSUM ASSOCIATIONS "APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION. 2. MATERIALS A. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH. B. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA; a. STRAIGHT WALLS - ONE LAYER OF 1/Z' GYPSUM BOARD b. CURVED WALLS -TWO LAYERS OF 1/a" GYPSUM BOARD C. TYPICAL CEILINGS -1/2" GYPSUM BOARD C. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. D. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE DEVELOPED INDEX 0-450. a. CLASS A: FLAME SPREAD INDEX 0-25 b. CLASS B: FLAME SPREAD INDEX 26-75 C. CLASS C: FLAME SPREAD INDEX 76-200 3. EXECUTION A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30 PERCENT, B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/4" MINIMUM GAP AT THE FLOOR. D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. E. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8' FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER. F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESSTHAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN FIRE RATED OR STRUCTURAL WALLS: a. NAILS = 7/e' MIN. b. SCREWS =5/8'MIN. C. STAPLES =s/e' MIN. G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE: CEILINGS NON -BEARING WALLS LOAD -BE RING WALLS NAILS 7" O.C. 12" O.C. 6" O.C. NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C. SCREWS 12" 12" O.C. 6" O.C. SCREWS W/ADHESIVE 16" O.C. 24" O.C. 16" O.C. WOOD FRAMING COMPONENTS: LUMBER 1. MATERIALS A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA: B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. C. '':LUMBER 21NCH OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19%IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE 54S. D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER. E. ''INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON !DRAWINGS. F. '.INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 41NCHES WIDE SPACED AT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES REFER TO RAFTER SPAN TABLE FOR CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS. E. INTER TABLE. F. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR MEMBERS LONGER THAN 16'-0". G. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12. H. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED ON DRAWINGS. I. :SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS (INCLUDING JACKS AND KINGS AT OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW, SQUASH BLOCKS SHALL BE OF THE SAME GRADE AND SIZE OF THE MEMBER ABOVE. J. DRAFT STOPPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE TO 1000 SQUARE FEET. a. DRAFT STOPPING SHALL BE INSTALLED IN APPROXIMATELY EQUAL AREAS TO LIMIT THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY. b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS, 3/8" TYPE 2- M-W PARTICLE BOARD. C. DRAFT STOPPING SHALL BE INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS. K. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS. a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS: • CONCEALED SPACED OF STUD WALLS AND PARTITIONS. • VERTICALLY AT CEILING AND FLOOR LEVELS. • HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET. BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO -CEILINGS. • AT OPENINGS AROUND VENTS, PIPES,CABLES, AND WIRES AT CEILINGS AND FLOOR LEVELS. b. FIREBLOCKING SHALL BE: • 21NCH NOMINAL LUMBER, OR • ONE THICKNESSOF 23/32"WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32"WOOD STRUCTURAL PANELS, OR 1/2" GYPSUM BOARD, OR • OTHER APPROVED MATERIALS PER THE CODE. MECHANICAL: 1. GENERAL A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. B. THE TOTAL VOLUME OF AIR CONDITIONED SPACE IN THIS PLAN IS APPROXIMATELY 7,296 CUBIC FEET. THIS INFORMATION IS C. N/A 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD$ OF THE MATERIAL, OR THE MANUFACTURER'S DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F. C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALL THICKNESS SHALL BE 0.025 INCH. D. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS. B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE. C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/q" DIAMETER CONCRETE ANCHORS WITH 11/4" EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE. D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM SHALL BE INSTALLED AND EXHAUSTED DIRECTLY TO THE OUTSIDE. E. EXHAUST DUCTS SHALLTERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS SHALL BE LOCATED PER FBC PLUMBING SECTION 708. G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE GARAGE FLOOR. H. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES. I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR OTHER APPROVED PAN SHALL BE INSTALLED PER CODE. J. DOMESTIC DISH WASHERS SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 802.2 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF A FOOD GARBAGE DISPOSAL. K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND ACCESS TO EQUIPMENT. ST. LUCIE COUNTY FIRE "TtUCT FIRE MARSUALS OFFICE D REVIEWED B011I APP REVIEWS DATE: ' �r ST. LUCIE COUNTY PLAN REVIEW c� -0Z s / BLDG: DATE:2Z �Y ELEC: St. Lucie%cogngv DATE: PLUMB: ' f [ MECH: _ LF 7 DATFA Project Number: 18BO13 N o m o O m o o N a N 0 \ p 0 0 E E E O O O U U U CL a` 0 O 0 -o _0 -0 m m m G Z Ln � LU W H O vi N � 0 O N or ! n W � I LU F Q W U) v) ca m 0 W W_ W CC COL 3:12-17 ui r �r m J Z W p (DU II._ Os J W U) �1 W � ; m 00 a 1� Z Ln a, �� , CJ) U] ZT L7 LL M -U - LL ■ Z :M LJ Q CO W Q� W N Q W U or m h oC Ls LUU LU U C] j e FC Ui Lr1 u) `. ti° M 0 O U W w m eU 00 N b Da Z°° e %%N �7 11111111111, J Q Z U W 0 W Q m W J U U Q G U Ln Ch 01 M m H Z O U W U J J W W U LU W d General Notes a S®u 1 N N r-I N 1 OF o N 4 1(90?- czsy Project Number: BUSINESS USE 923 SF PLUMBING FIXTURE COUNT: FBOP TABLE 403.1 1. TOTAL OCCUPANCY = 28 PERSONS 2. WATER CLOSETS:PER 100 STORAGE 48375E A. FEMALE:: 14/100=0.14 B. MALE: 14/100=0.14 C. PROVIDED: a. 1 WATER CLOSET FOR FEMALE TOTAL NET 5760 SF b. 1 WATER CLOSET FOR MALE TOTAL GROSS 5830 SF 1 3. LAVATORIES: 1 PER 100 (DIFFERENCE IN TOTAL DUE TO WALL THICKNESS) A. FEMALE: 14/100=0.14 B. MALE: 14/100 = 0.14 C. PROVIDED: a. 1 LAVATORY FOR FEMALE Area Legend b. 1 LAVATORY FOR MALE 1 /4" = 1'-0" 4. DRINKING FOUNTAIN: 1 PER 100 A. 28/ =1H B. PROVIDED: 1 HI/LOW DRINKING FOUNTAIN CB 5. SERVICE/MOP SINK: A. MOP SINK IS PROVIDED. LIFE SAFETY: FLORIDA BUILDING CODE 1. CONSTRUCTION TYPE A. TYPE "V" UNSPRINKLERED (FBC) 2. GENERAL OCCUPANCY PER FBC TABLE 1004.1.2 - NON SEPARATED A. B (BUSINESS) B. S-1(STORAGE) 3. MAXIMUM OCCUPANCY PER ROOM USE (TABLE 1004.1.2) A. BUSINESS AREA: 923 SF / 100 SF/PERSON = 10 PERSONS B. STORAGE AREA: 4,837 SF / 300 SF/PERSON = 17 PERSONS C. TOTAL OCCUPANCY: = 27 PERSONS 4. NUMBER OF EXITS REQUIRED =2 A. NUMBER OF EXITS PROVIDED = 3 S. CORRIDOR LOAD AREA CALCULATION A. MAX. LOAD = 28 PERSONS B. NO CORRIDORS. 6. TRAVEL DISTANCE (WORST CASE FROM FBC TABLE 1016.2) A. MAXIMUM TRAVEL DISTANCE a. REQUIRED =75' b. PROVIDED = 62.5' B. COMMON PATH OF TRAVEL a. REQUIRED = 7S' MAX. b. PROVIDED = 38.0' C. SEPARATION OF EXITS (FBC 1015.2.1) a. DIAGONAL OF BUILDING = 112.75' • REQUIRED = 112.75'/2 = 56.4' MIN. • PROVIDED = 88.6' D. DEAD END CORRIDOR a. REQUIRED = 20' MAX. b. PROVIDED = N/A 7. EGRESS WIDTH CORRIDOR a. REQUIRED = 28 x 0.2" = 5.6" b. PROVIDED =36" 8. EGRESS WIDTH DOOR (FAC 404.2.3 & FBC 1005.1) a. REQUIRED = 32" b. PROVIDED = 36" LIFE SAFETY:. FLORIDA FIRE PREVENTION CODE 1. CONSTRUCTION TYPE A. TYPE "V" (000) UNSPRINKLERED (NFPA 220 AND NFPA 5000) 2. GENERAL OCCUPANCY PER NFPA TABLE 7.3.1.2 - NON SEPARATED A. BUSINESS (CH 38) B. STORAGE (CH42) 3. MAXIMUM OCCUPANCY PER ROOM USE A. BUSINESS AREA: 923 SF / 100 SF/PERSON =10 PERSONS B. STORAGE AREA: 4,937 SF / 300 SF/PERSON =17 PERSONS C. TOTAL OCCUPANCY: = 27 PERSONS 4. NUMBER OF EXITS REQUIRED = 2 A. NUMBER OF EXITS PROVIDED = 3 S. CORRIDOR LOAD AREA CALCULATION A. MAX. LOAD = 28 PERSONS B. NO CORRIDOR 6. TRAVEL DISTANCE (WORST CASE FROM NFRA 101 TABLE A.7.6) A. MAXIMUM TRAVEL DISTANCE a. REQUIRED =75' b. PROVIDED = 62.5' B, COMMON PATH OF TRAVEL a. REQUIRED = 50' MAX. b. PROVIDED = 38.0' C. SEPARATION OF EXITS (NFPA 7.5.1.3.2) a. DIAGONALOF BUILDING = 112.75' • REQUIRED =112.75'/2=56.4'MIN. • PROVIDED = 88.6' D. DEAD END CORRIDOR a. REQUIRED = 20'MAX. b. PROVIDED=N/A 7. EGRESS WIDTH CORRIDOR a. REQUIRED =29 x 0.2" = 5.8" b. PROVIDED =36" 8. EGRESS WIDTH DOOR (PiFPA 5000 11.2.1.2.1 & NFPA 1017.2.1.2.3.2) a. REQUIRED =32" b. PROVIDED =36" 3/16" = 1'-0" 61'-0" n 18BO13 O C0,4�� ^ O o N � a Q C r CC E r0 C rC C 0 0 0 a) � a � m m m C 2 N c+7 00 F !-I w O Ln N � O or h w d W H a LU j W � = a In I- N N F- N COL 3:12-17 Ln Z D� w W Ln W Z Q1 0 - N UI Vr N DO M w W a > W U E z �. a 0 z Ln Ln Ln O lu Ol N W M Ol J LL M� S O U w a rl W m� Q h or w -Z. H=yam Z N O le µl �o N F U eV z° l h vOo S W U UL 4 LLd L U LLr) 00 r Life Safety Plan N I- ri Ln 01 Ct M z _ O U W_ U _ J N J L.L. W U LU W a H- LL SO.2 2 OF 5 Existing 1 = 10'-0" Floor Plan Framing Schedule Mark Member Type Connectors at Primary Member Comments A Steel Beam W8x31 1/4" Full Weld (2) 5/8" D&E Anchor Bolts 3" Min. Embedment to Conc. B Column 3"'x8"x1/2" Base Joists 2x8 SYP Str. Select at 12" O.C. Max. HGA10KT at Each End (4) 1/4"x1.5" SDS to Joist, (3) #10 Screws to STL Beam NO OCCUPANCY IN LOFT AREA, MECHANICAL EQUIPMENT ONLY _" `-1N P - (2) 242 SYP HEADER W/(2) 2x4 JACK STUDS AND (1) 2x4 KING STUD ((�) I k1 / EXIST. STEEL COLUMN TO REMAIN ENSURE CLEARANCES AT DOOR 9' - 6 5/8" 1/4" = 1'-0" 9' - 71/4° u 4 S3.1 EXIST. STEEL BEAM TO REMAIN EXIST. STEEL COLUMN TO REMAIN WELD TWO BEAMS TOGETHER PER DETAIL ON S3.1 3/4" T&G SHEATHING SCREWED W/#12 SCREWS AT 12" O.C. MAX. OVER 2x8 SYP GRADE NO.1 JOISTS AT 12" O.C. MAX., W/2x8 BLOCKING AT 40" MAX. TYP. CD J'11 HAIN AT BOTTOM OF STAIRS, WITH FRAME WALLS AROUND BLDG COLUMNS TO GN "MAINTENANCE ONLY - NO BE DECIDED BY OWN R CCESS OR STORAGE" EXIST. STL COLUMNS TO REMAINBUSINESS 19'-31/2" u I NEW (2)3068D OR u u O O STORAGE RACKS U li 7O 12 STORAGE ' m m o - u' 00 5' -11" ib co io v a -n 2 i X NEW WINDOW SIZE S3.1 AND TYPE PER 0 NER --\ EXISTING 58' - 10 3/4" BATHROOMS / TO REMAIN ` O NEW WALLS CTION 8 2' _ 6 GUARDRAIL LOCATED ALONG EDGE OF EQUIPMENT STORAGE RACKS PLATFORM PER DETAIL o O ao 11 THIS C 1 1,1R EAD Dooll O REM IIIN 3 OPEN DURING OCCUPANCY e S3.1 B — I 0 I I I I o STORAGE O c 6 9 m C — — — — 2 Proposed Floor Plan 3/16" = V-0" Door Schedule Mark Type Design Pressure Hardware 1 Existing 14' x 12' Roll -up Door N/A No Change 2 Existing 12' x 10' Roll -up Door N/A No Change 3 Existing Tx 6'-8" Exterior Door N/A No Change - Lever 5 Existing 3' x 6'-8" Exterior Door N/A No Change - Lever 6 Existing 12' x 10' Roll -up Door N/A No Change 7 Existing Tx 6'-8" Exterior Door N/A No Change - Lever 8 Existing 3' x 6'-8" Exterior Door N/A No Change - Lever 9 Existing 12' x 10' Roll -up Door N/A No Change 10 Existing Tx 6'-8" Exterior Door N/A No Change - Lever 11 Existing Door to Remain N/A Lever, Handle Lock, Push Pad for Emergency Egress 12 (2) 3068 Interior Door N/A Lever Project Number: 18B013 O mllo� c 4 N C C N C E E o E U U U _ I c o m coo a a m m m z° N M Ln � w H O Ln N 0 a d; F- Q w Z) tA m 0 w w w COOL 3:12-17 Ln 1 J Z m w 0 T 5 O U r{. LJ Ln J U ^I Q Z a) J rn C7 _r,J CO N CD' CD't7 M or �o LL ■ Z ULu Q m J LJ Q> w N Q W U oC on 0 z 0 ::D I Q w U C] > Z) z � L Ln Ln Jv,,,+ 3 3/V,,,i LL °a y, m o 0 °W 0,U LU �e o ¢ o., Zjz°°. 0 �`,,, 1hni?,0 Q z u I w 0 J 03 m w IY J Q U it w U Ln 11 Floor Plan and Elevations r-1 Ln 0) V m z O U w U J Ln Ln J ILL w U K w a H w S1.1 ti N e-1 Q1 ri 3 OF 5 0 N WH I I I ( I � I I I NEW ABOVE CEILING FOR AIR HANDLER NEW W/H ABOVE CEILING INS v C r� 1 1 Proposed Electrical Plan 3/16"= 1'-a' g ELECTRIC METER C� ELECTRIC PANEL �# SWITCH (# IS 1, 2, OR 3 WAY) 9 120v RECEPTACLE gPGF1 120v RECEPTACLE, GROUND FAULT INTERUPTED (F220V 220v RECEPTACLE Sp COMBO SMOKE / CARBON MONOXIDE DETECTOR CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OCEILING MOUNTED EXHAUST FAN I CEILING MOUNTED FLOURESCENT LIGHT OO �O CEILING FAN (OPTIONAL) WITH LIGHT + HOSE BIB 1 /4" = V-0" PANEL A: 200 AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 240/120V SPEC: SQUARE D TYPE "NQOD" OR EQUIVALENT VIOUNT: FACE AMPS DESCRIPTION POLE No POLE No DESCRIPTION AMPS 20 LIGHTS 1 2 NOT IN USE 20 20 NOT IN USE 3 4 NOT IN USE 20 20 NOT IN USE 5 6 NOT IN USE 20 30 NOT IN USE 7 8 NOT IN USE 70 /2 NOT IN USE 9 10 NOT IN USE /2 60 NOT IN USE 11 12 NOT IN USE 50 /2 NOT IN USE 13 14 NOT IN USE /2 30 NOT IN USE 15 16 NOT IN USE 20 /2 NOT IN USE 17 18 NOT IN USE /2 20 NOT IN USE 19 20 NOT IN USE 20 20 NOT IN USE 21 22 NOT IN USE 20 24 NOT IN USE 20 26 NOT IN USE 20 28 NOT IN USE 20 30 NOT IN USE 20 32 NOT IN USE 20 34 NOT IN USE 20 PANEL B: 225 AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 240/48V ;PEC: SQUARE D TYPE "NQODQ2" OR EQUIVALENT VIOUNT: FACE AMPS DESCRIPTION POLE No POLE No DESCRIPTION TAMPS 60 CNC MOTOR 1 2 NOT IN USE 20 /2 3 4 NOT IN USE 15 N/A NOT IN USE 5 6 NOT IN USE N/A NOT IN USE 7 8 NOT IN USE /3 10 NOT IN USE N/A 12 NOT IN USE 20 14 DUST COLL. 30 16 /2 18 NOT IN USE N/A PANEL C: 225 AMP / 3 POLE MAIN CIRCUIT BREAKER SPEC: SQUARE D TYPE "NQODQ2" OR EQUIVALENT MOUNT: FACE VOLTAGE:240/48V AMPS DESCRIPTION POLE No POLE No DESCRIPTION AMPS 20 EMERGENCY LIGHTS 1 2 EMERGENCY LIGHTS 20 N/A NOT IN USE 3 4 NOT IN USE N/A 20 NOT IN USE 5 6 NOT IN USE 20 60 NOT IN USE 7 8 NOT IN USE 20 NOT IN USE 9 10 NOT IN USE /3 NOT IN USE 11 12 NOT IN USE /3 90 LIGHTS 13 14 LIGHTS 80 LIGHTS 15 16 LIGHTS /3 LIGHTS 17 18 LIGHTS /3 30 LIGHTS 19 20 LIGHTS 30 /2 LIGHTS 21 22 LIGHTS 30 NOT IN USE 23 24 LIGHTS /3 /2 NOT IN USE 25 26 NOT IN USE N/A N/A NOT IN USE 27 28 NOT IN USE N/A 20 LIGHTS 29 30 LIGHTS 20 20 LIGHTS 31 32 LIGHTS 20 LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE AN AS -BUILT PANEL SCHEDULE TO THE DESIGN PROFESSIONAL AND A CERTIFICATION FOR ALL NEW AND EXISTING ELECTRICAL COMPONENTS. 1-1 WATER Lav HEATER W/c 3/4" 1/2" Lav 1 1/2" \ W/C 1/2" W/F 1/2" \ 1/2" 3/4" MOP SINK 1 3/4" CONNECTTO WATER SUPPLY 3/4" NOTES: SIZES SHOWN ARE MINIMUM REQUIRED, CONTRACTOR MAY INCREASE DIAMETER, ALL LINES SHALL BE 3/4" UNLESS NOTED OTHERWISE. CONCEPTUAL RISER PROVIDED FOR INFORMATION ONLY, LICENSED PLUMBER TO VERIFY ALL COMPONENTS MEET LOCAL CODES. Plumbinc 3/32" = V-0" ELECTRICAL: 1. GENERAL A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECTOR STARTING INSTALLATION. B. THIS PROJECT SHALLADHERETO THE NATIONALAND LOCAL ELECTRIC AND BUILDING CODES AND FIRECODES. C. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDEDTO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. D. ALL WORK SHALL COMPLY WITH THE NEC 2011 AND SHALL MEET LOCAL CODES AND ORDINANCES. E. ALL WIRING METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLES 300, 310, 312, 314, 330, 358 AND ALL OTHER APPLICABLE REQUIREMENTS OF THE NEC. 1. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE. B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE. C. RECEPTACLES INSTALLED ON 15- AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10. E. JUNCTION BOXES SHALL BE 4" SQUARE STEEL ELECTRICAL BOX INTENDED FOR SUCH USE. DEPTH OF BOX VARIES AS NEEDED. 2. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC. B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250. D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC. E. ALL CONDUCTORS CLOSER THAN 11/4INCH TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/16 INCH IN THICKNESS. F. EXISTING LIGHTS SHALL REMAIN, NEW FIXTURES SHALL BE LED. G. BRANCH CIRCUITS SHALL BE INSTALLED WITH EMT FROM PANEL TO JUNCTION BOXES ABOVE CEILING LINE. MC SHALL BE USED FOR RUNS FROM JUNCTION BOXES TO RECEPTACLE BOXES FOR OUTLET AND SWITCHES IN WALLS. COMPRESSION FITTINGS SHALL BE USED FOR EXTERIOR CONSTRUCTION AND SET SCREW FITTINGS SHALL BE USED FOR INTERIOR CONSTRUCTION. H. BENDS IN EMT SHALL BE MADE SO THAT TUBING 15 NOT DAMAGED AND THE INTERNAL DIAMETER OF THE TUBING IS NOT EFFECTIVELY REDUCED. EMT SHALL BE SECURELY FASTENED AT LEAST EVERY 10 FT IN ADDITION, EMT RUNS BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHING 3 FT OF EACH RECEPTACLE BOX, JUNCTION, DEVICE, CABINET, OR OTHER TERMINATION. COUPLINGS AND CONNECTORS SHALL BE MADE TIGHT. I. BENDS IN MC SHALL BE MADE SO THAT CABLE IS NOT DAMAGED. MC SHALL BE SECURELY FASTENED AT LEAST EVERY 6 FT. 1. CONDUCTORS SHALL BE OF COPPER, ALUMINUM, OR COPPER CLAD ALUMINUM, SOLID OR STRANDED. THE MINIMUM CONDUCTOR SIZE SHALL BE 18 AWG COPPER AND 12 AWG ALUMINUM OR COPPER -CLAD ALUMINUM, K. ALL 115-VOLT, SINGLE PHASE, 20 AMPERE RECEPTACLES INSTALLED IN THE RESTROOM SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS. L. THE RECEPTACLES IN THE MAIN AREA SHALL HAVE TAMPER PROOF COVERS, M. ALL CONDUCTORS CLOSER THAN 11/4INCH TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/16 INCH IN THICKNESS. N. INTERIOR LIGHTING WILL HAVE AN AUTOMATIC DEVICE THAT WILL CONTROL ALL LIGHTING IN ALL SPACES (EXCEPT HALLWAY) WHICH CAN OVERRIDE ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN 4 HOURS PER FEC 405.2.2. 0. LOCATION OF FIXTURES AND RECEPTACLES ARE SUGGESTED AND MAY BE ALTERED BY THE OWNER BUT SHALL REMAIN WITHIN ALL CODE REQUIREMENTS. P. LIGHT FIXTURE SWITCHES AND OTHER CONTROLS SHALL BE MOUNTED AT 48" MAXIMUM PER FLORIDA ACCESSIBILTY CODE SECTION 205. Q. PROVIDE OVERCURRENT PROTECTION AT CIRCUIT BREAKERS PER NEC 240. R. LOW VOLTAGE LOCATIONS ARE NOT SHOWN, CONTRACTOR SHALL VERIFY WITH OWNER IF SERVICES ARE DESIRED FOR THIS PROJECT. S. CONTRACTOR TO TEST CONDUCTORS FOR CONTINUITY AND FREEDOM FROM SHORTS AND UNINTENTIONAL GROUNDS. T. AUTOMATIC LIGHTING CONTROL BY AN OCCUPANCY SENSOR SHALL BE INSTALLED IN THE RESTROOM. PLUMBING: 1. GENERAL A. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE MECHANICAL AND PLUMBING DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, LOCATIONS AND DIMENSIONS PRIOR TO BIDDING THE PROJECTOR STARTING INSTALLATION. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED OTHERWISE. C. IF THE CONTRACTOR PROPOSES ANY CHANGES, OR TO USE ANY ARTICLE, DEVISE, PRODUCT, OR MATERIALS WHICH ARE NOT SPECIFIED, ADDITIONAL SERVICE FEES MAY BE CHARGED BY THE DESIGN PROFESSIONAL D. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. E. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT CONTAMINATION FROM NONPOTABLE SOURCES BEING INTRODUCED THROUGH CROSS -CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1. 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE. B. WATER DISTRIBUTION PIPE SHALL CONFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603.4 ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F. C. INSTALL READILY ACCESSIBLE BALL VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. D. MAIN WATER SUPPLY SHALL BE EQUIPPED WITH A BACKFLOW PREVENTER. E. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS ON QUICK CLOSING VALVES, NEAR THE FIXTURE IN AN EFFECTIVE RANGE. F. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALL THICKNESS SHALL BE 0.025 INCH, G. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. H. DOMESTIC WATER SHALL BE HARD COPPER PIPE TYPE T" ANSI/ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTING ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER. 1. SCHEDULE 40 PVC D.W.V. MAY BE USED ON SANITARY, STORM DRAINS, AND CONDENSATE LINES WHERE LOCAL CODE AND ORDINANCES WILL ALLOW. PVC SHALL NOT BE USED IN ANY MECHANICAL ROOM$ OR IN ANY RETURN AIR PLENUMS AND MAY NOT PENETRATE ANY RATES WALL OR FLOORS. PVC SHALL NOT BE INSTALLED IN ANY GARAGE SPACES, J. UNDERGROUNG COPPER PIPING SHALL BE INCASED IN A BLACK POLYETHYLENE PLASTIC SLEEVE CONTINOUS, TO EXTEND 6" ABOVE FLOOR SLAB. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS. B. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH CONTRACTOR/ARCHITECT/ENGINEER PRIOR TO INSTALLATION. C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/41NCH DIAMETER CONCRETE ANCHORS WITH 11/21NCH EMBEDMENT, THESE ANCHORS SHALL BE LOCATED AT 12 INCHES ON CENTER MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE. D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM SHALL BE INSTALLED AND EXHAUSTED DIREC LYTO THE OUTSIDE. E. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS SHALL BE LOCATED PER FBC PLUMBING SECTION 708. G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE GARAGE FLOOR. PROJECT- NUMBER: 18B©13 Y C 00 0 .+ 0) 0 N o C Y Q. V1 VI c G N C1 W SEE U U " n 0 0 to v m m d ZI N M F- LU N F- CC LU 0- U LU Y m m o z COL 3:12-17 1� 13 J z 0 n I � u � w O w o U U w �Lo Q Z n >rem� �LLaco W L7 N m U 2 Z YQQk W Q M J W w U to a > G z > z F- M 6L rw L3 w 0 ID e-i Ln 01 C' M Z n O U LU U J H N J LL LLI U cc w o- H LL Schedule and Plumbing S1,2 4 OF 5 od M 12'-10" to 15'-4" Ht. VARIES t�] - GUARDRAIL PER SECTION EXIST. METAL WALLS TO REMAIN 3/4" WOOD SHEATHING W/#12 STEEL BEAM AND WOOD JOISTS m 1/2" GYPSUM W/R-18 INSULATION IN CEILING 2.5" DEEP 20 GA. STEEL STUDS AT 16" O.C. MAX. W/ (2) #10 SCREWS AT EACH END, INSTALL BLOCKING BEHIND ANY FUTURE CABINETS OR EQUIPMENT AND 48" O.C. MAX. 1/2" GYPSUM WITH FINISHES PER OWNER EXISTING R-14INSULATION AT EXTERIOR WALL 2 1/2" 20 GA SOLE PLATE W/ 1/4' x 13/4' TAPCONS AT 12" O.C. MAX SLOPE GRADE AWAY FROM FOUNDATION, OPTIONAL BASE PER OWNER COMPACT 24" OUTSIDE OF BLDG MIN. ----7 19 / Typical Exterior Wall Section 3/4" = V-0" EXIST. 4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH .1 do f EXIST. 6 MIL VISQUEEN VAPOR BARRIER OVER — TERMITE TREATED, WELL COMPACTED FILL 3/4" WOOD SHEATHING W/#12 SCREWS AT 16" O.C. MAX. STEEL BEAM AND WOOD CEILING JOISTS, NOTCH JOISTS INTO FLANGE BUT PROVIDE SOLID BEARING AT BOTTOM 20 GA. STEEL TOP PLATE W/ #10 SCREWS AT 12" O.C. MAX. 1/2" GYPSUM W/R-18 INSULATION IN CEILING (2) 20 GA. HEADER OVER 4' MAX. OPENING AS OCCURS, W/ SUPPORT CLIP AND SCREWS AS REQUIRED TO TOP AND BOTTOM OF HEADER 22 GA METAL STUDS AT 16" O.C. MAX. W/ (2) #10 SCREWS AT TOP AND BOTTOM W/ BLOCKING AT 4' HEIGHT 1/2" GYPSUM AT EACH SIDE, TYP. W/ R-13 MIN. 3 5/8' 20 GA SOLE PLATE W/ 1/4' x 13/4" TAPCONS AT 12" O.C. MAX. EXIST. 4" THICK CONC. SLAB 3/4" WOOD SHEATHING W/#12 SCREWS AT 16" O.C. MAX. NEW STEEL BEAM PER FRAMING PLAN 0' - 8' NEW 1/2" STEEL PLATE WELDED TO BEAMS Z ALL POINTS 1/8 OF CONTACT - EXIST. STEEL BEAM AND STEEL COLUMN Metal Beam Connection Detail -with Offset Col. 3/4" = V-0" 3/4" WOOD SHEATHING W/#12 SCREWS AT 16" O.C. MAX. STEEL BEAM AND WOOD CEILING JOISTS, NOTCH JOISTS INTO FLANGE BUT PROVIDE SOLID BEARING AT BOTTOM 20 GA. STEEL TOP PLATE W/ #10 SCREWS AT 12" O.C. MAX. SEESCHEDULE 3 1/2" x 31/2" x 3/81' STL COLUMN 3"x8"x1/2" STL BASE PLATE W/ 1/4' x 1 3/4" TAPCONS AT 12" O.C. MAX. EXIST. CONC. SLAB EXIST. FLOC Guardrail Detail - C 1"= 1'-0" (2) #8 SS 3" SCREWS AT EACH 1x6 PLANK, AND 16" O.C. INTO 2x6, TYP, 2x4 SYP W/ SIMPSON A44 W/ (8) 10d AT EACH END BETWEEN POSTS, TYP. 2x6 SYP W/(3) #12 SS 3" SCREWS AT EACH POST, TYP. 1x6 SYP W/ (3) #12 SS 3" SCREWS AT EACH POST, TYP. 2x4 SYP VERT. TO ALLOW 18" MAX. WIDTH 44 SYP POST AT 4' O.C. MAX. W/ (2) 1/2" THRU BOLTS AT BOTTOM, BLOCK AS NEEDED , 3/4" WOOD SHEATHING W/#12 SCREWS AT 16" O.C. MAX. SIMPSON A34 W/(4) #8 SCREWS, TYP 22 GA. STEEL TOP PLATE 22 GA 3 5/8' METAL STUDS AT 16" O.C. MAX. W/ (2) #10 SCREWS AT TOP AND BOTTOM W/ BLOCKING AT 4' HEIGHT 1/2" GYPSUM AT EACH SIDE, TYP. W/ R-13 MIN. 3 5/8' 20 GA SOLE PLATE W/ 1/4" x 13/4' TAPCONS AT 12" O.C. MAX. EXIST. 4" THICK CONC. SLAB Project Number: 18BO13 0 w o 0 N 0 F N w E c E 0 U 0 m im N 00 O N O N n COL 3:12-1i W F- co m 0 UJ LU W � 1 J Z on LLl O 1- 0 u = W O) J vGi N Q 1 Z N G„a) CL9 ''nn00 in [7 m � u 0 ■ Z YL W Q Pr1 LL J W Q % W rV Q W u � co r-, _ z O 0 G > G � 1n N Ln Ln J Q Z W U IY W J m H Q m W J U IY U J _Q U W U Ln co Wall Sections and Details IIIIII—IIIIII—I I I _III— T I I� EXIST. FOOTER IS 16" DEEP AT EDGE - 5301 Interior Metal Wall Sec 3/4" = 1'-0" 3/4" = V-0" on Joist at Bearing Wall 3/4" 5 OF Ln 0) m cy' m Z O U W U J V) J W U U W LL