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HomeMy WebLinkAbout40311 Free Fall Ave (3)3603 W. Flora Street, Suite 101 , Tampa Florida 33614 Telephone 813 389 8082, Fax 813 374 8310 Email : alvaro(cD-ararchitects. net 140311 Free Fall Avenue 5E A IAL S Free Fail Ave Free Fall Ave n K Dad's Powder Coating Q o a cl a www.ararchitects.ne 311 LINCOLN HEIGHTS S��fi A,c Zephyrhills Museum `✓ of Military History ZEPHYR PINES 11 I S,4F 9 33541,0 san,co n m 2 �40311 Free Fall Avenue 535 ZEPHYRHILLS MUNICIPAL AIRPORT INDUSTRIAL PARK EAST ,Izv c, A� OF 41,IZ8T� l V FXgS SHQLk ir�,; CES ,�yRHt�S - - - Index j NUMBER DESCRIPTION A-1 SITE PLAN A-2 GENERAL NOTES A-3 EXISTING FLOOR PLAN A-4 DEMOLITION PLAN A-5 FLOOR PLAN A-6 _ ROOF PLAN A-7 _ FOUNDATION PLAN A-8 ELEVATIONS A-9 ELEVATIONS A-10 SECTIONS A-11 SECTIONS A-12 SECTIONS A-13 HANDICAP DETAILS E-1 ELECTRICAL PLAN E-2 LIGHTING PLAN E-3 PANEL SCHEDULE M-1 MECHANICAL PLAN _ M-2 P-1 MECHANICAL PLAN _ PLUMBING PLAN P-2 PLUMBING PLAN P-3 PLUMBING PLAN VICINITY MAP CITY MAP ■��W ll� w. ■ u �i .Au MuLJR6AMA 1� 61VI�IU1 AMMO/tl ���� ■sw�uu�uu�u�l�lal � u �u�ui��� �IN1���I��uw�� �� lll■I�II DESIGN CRITERIA NOTES: 1. THE INTENDED DESIGN STANDARDS AND/OR CRITERIA ARE AS FOLLOWS: GENERAL FLORIDA BUILDING CODE 2017 (SIXTH EDITION). 2017 CODE CYCLE, NEC 2014 AND FIRE CODES. 6TH EDITION FLORIDA FIRE PREVENTION CODE, 2015 NFPA 1, 2015 NFPA 101, 2013 NFPA 13,134,13D, 2013 NFPA72, NFPA 70. ANSUAF&PA - WFCM SBCCI - SSTD - 10 FC&PA - GUIDE TO CONCRETE MASONRY CONSTRUCTION IN HIGH WIND AREAS CONCRETE AC1318 MASONRY ACI 530 STRUCTURAL STEEL AISC WOOD NDS WOOD TRUSSES ANSI/TPI FOUNDATION OWNER SOIL INVESTIGATION REPORT ASSUMED MINIMUM SOIL BEARING PRESSURE 2,000 P.S.F. 2. DESIGN GRAVITY LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: ROOF 20 PSF ATTIC 10 PSF ATTIC WITH STORAGE 30 PSF 3. DESIGN GRAVITY DEAD LOADS ARE THE ACTUAL WEIGHT OF ALL COMPONENTS. 4. OCCUPANCY: MODERATE -HAZARD FACTORY INDUSTRIAL GROUP F-1. 5. TYPE OF CONSTRUCTION = III-B DESIGN WIND CRITERIA: 1. DESIGN WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FLORIDA BUILDING CODE 2017 (SIXTH EDITION). WIND SPEED - 145 MPH BUILDING CATEGORY 11 / IMPORTANCE FACTOR = 1.00 / EXPOSURE B INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING = (+/_) 0.18 WINDOW AND DOOR ASSEMBLY CRITERIA: 1. ALL DOORS AND WINDOWS MUST BE DESIGNED BY THE MANUFACTURER TO MEET THE FBC AND MUST INCLUDE LABELING (AAMA OR WDMA). ALL DOORS AND WINDOWS SHALL BE ATTACHED TO THE BUCK STRIPS OR WOOD FRAMING PER THE MANUFACTURER'S DESIGN ANCHOR SIZES AND CLADDING WIND PRESSURES TABLE BELOW. SEE JAMB DETAIL BELOW FOR BUCK STRIP ATTACHMENTS TO MASONRY IF APPLICABLE. ROOF ASSEMBLIE 1. ALL ROOF ASSEMBLIES MUST MEET THE FBC WIND RESISTANT RATINGS FOR THE SPECIFIED WIND LOADING. 2. THE ROOFING MANUFACTURER SHALL SUBMIT ALL NECESSARY DOCUMENTS VERIFYING COMPLIANT FBC WIND RESISTANT RATINGS FOR ROOF FASTENERS, UNDERLAYMENT AND FLASHING. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE OR NOR ISSUE DIRECTION AS TO SAAFETY PRECAUTIONS AND PROGRAMS. 2. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORT, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OR PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD -CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. 5. THE ARCHITECT IS RESPONSIBLE FOR THE STRUCTURAL COMPONENTS OF THE BUILDING AND THEIR CONNECTIONS ONLY. HE IS NOT RESPONSIBLE FOR THE SELECTION OF MATERIALS, FLASHING, PAINTING, WATERPROOFING, ELECTRICAL, MECHANICAL, ETC. FOUNDATION NOTES: 1. THE OWNER SHALL EMPLY A GEOTECHNICAL ENGINEER TO EVALUATE THE BUILDING SITE, PROPOSED FILL MATERIAL AND TO VERIFY THAT THE ASSUMED BEARING CAPACITY OF 2,000 P.S.F. IS OBTAINABLE. 2. IT IS THE CONTRACTORS RESPONSABILITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FOR BIDDING PURPOSES RELATING TO SUBGRADE PREPARATION, FILL MATERIAL, PROOFROLLING, AND TESTING REQUIREMENTS. 3. THE BUILDING SITE SHOULD BE STRIPPED AND CLEARED OF ALL SURFACE VEGETATION AND ORGANIC MATERIALS, THE CONTRACTOR IS TO NOTIRY THE ARCHITECT/ENGINEER IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. 4. ALL FOOTINGS HAVE BEEN DESIGNED BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 2,000 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL. ALL BEARING SURFACES (FOOTINGS & SOG) ARE TO BE EVALUATED BY A GEOTECHNICAL ENGINEER / TESTING LAB PRIOR TO POURING CONCRETE, SUBGRADE SOILS SHALL BE COMPACTED TO A DENSITY OF 95% BASED ON THE MODIFIED PROCTOR DENSITY. 5. HORIZONTAL CONSTRUCTION JOINTS IN FOOTINGS WILL NOT BE PERMITTED. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A CONTINUOUS 2"X4" KEYWAY. 6. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING. EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. PLYWOOD/ GYPBOARD SHEATHING NOTES: 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFITACIONS. 2. ALL ROOF PANEL SHEATHING SHALL BE 16/32" (1/2" NOM) EXPOSURE - 1 APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OF BLOCKING BETWEEN FRAMING. SEE NAILING SCHEDULE, IF NOT SPECIFIED, CONNECT ROOF SHEATHING WITH 10 d RING SHANK NAIL AT 4" O/C AT SUPPORTED PANEL EDGES AND 4" O/C/ AT INTERMEDIATE SUPPORTS. 3. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL PERPENDICULAR TO THE SUPPORTS AND WITH PANELS CONTINUOUS OVER TWO OR MORE SPANS, STAGGER PANEL END JOINTS, ALLOW 1/8" SPACES AT ALL FLOOR, ROOF AND WALL PANEL EDS AND EDGES. 4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES ARE PROHIBITED FROM USE. Data Area Building NUMBER NAME AREA 1 Existing Work Area 9,147 SF 2 New Office Area 880 SF 3 Existing Office Area 2,560 SF Total Area: 3 12,587 SF CAST -IN -PLACE CONCRETE NOTES: 1. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301, USING PORTLAND CEMENT CONFORMIN TO ASTM C-150, AGGREGATE CONFORMING TO ASTM C-33. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C-94. 2. CONCRETE SHALL CONFORM TO THE FOLLOWING COMPRESSIVE STRENGTH AND SLUMP. CONCRETE MIN. F'C (28 DAYS) SLUMP AGG SIZE SLAB ON GRADE 3,000 P.S.I. 3" TO 5" # 57 FOUNDATIONS 3,000 P.S.I. 3" TO 5" # 57 RETAINING WALLS 4,000 P.S.I. 3" TO 5" # 57 GROUTED CELL 2,500 P.S.1. 8" TO 1 V # 89 (3/8") 3. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS. 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. 5. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A-185 (FLAT SHEETS ONLY). 6. AL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO PORING OF CONCRETE, EXCEPT THAT VERTICAL DOWELS FOR MASONRY WALL REINFORCING MAY BE "FLOATED" IN PLACE. 7. REINFORCING STEEL, INCLUDING HOOKS AND BENDS, SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT) SHALL BE LAPPED (#5 = 30"). 8. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COER SHALL BE PROVIDED FOR REINFORCEMENT: A) CONCRETE EXPOSED TO EARTH (FOOTINGS) = 3" B) SLAB ON GRADE (WIRE MESH = 1 1/2" TOP & BOTTOM. C) CONCRETE NOT EXPOSED TO EARTH O WEATHER = 1 1/2". 9. WHERE REINFORCEMENT OR ANCHOR BOLTS ARE MISPLACED, A DRILLED AND EPDXY SYSTEM MAY BE USED WITH ENGINEERS APPROVAL: USE A TWO COMPONENT EPDXY SYSTEM MEETING ASTM C881 HILTI HY 15D/SIMPSON-SET/ALLIED A-100/ULTRA BOND/ OR EQUAL. HOLE DIAMETER = BAR/ANCHOR DIAMETER + 1/8" HOLE DEPTH = 15 X BAR/ANCHOR DIAMETER FOLLOW MANUFACTURERS INSTALLATION PROCEDURES, I.E. BLOW OUT HOLES WITH COMPRESSED AIR AND BRUSH CLEAN. SLAB ON GRADE NOT 1. PROVIDE 4" CONCRETE SLABS REINFORCED WITH 6X6-W2.9 X 2W.9 CHAIRED AT 3FT O/C. OVER 10 MILL POLYETHYLENE VAPOR BARRIER MEETING ASTM E 1745 CLASSES A,B,&C, OVERLAP 6" WITH 4" COMPATIBLE TAPE. 2. REFER TO GEOTECHNICAL REPORT FOR PREPARATION OF SITE. AS A MINIMUM THE FOLLOWING SHOULD BE PERFORMED. REFER TO GEOTECHINICAL REPORT FOR PROOF - ROLLING REQUIREMENTS IF ANY. A. CLEAR AND STRIP ALL TOPSOILS OF VEGETATION AND ORGANIC MATERIALS. B. COMPACT SUBGRADE TO MEET 95% DENSITY. C. ALL FILL MATERIAL SHALL BE CLEAN APPROVED ENGINEERED FILL COMPACTED IN 12" LIFT TO MEET 95% DENSITY BASED ON THE MODIFIED PROCTOR TEST. D. ALL TRENCHES AND DISTURBED SOILS SHALL BE RE -COMPACTED AND TESTED. E. TREAT ALL SOILS FOR TERMITES. 3. ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185. (FLAT SHEETS ONLY) LAP ADJOINING PIECES AT LEATS ONE FULL MESH. 4. UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC SHALL BE CHAIRED INTO POSITION INDICATED. 5. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENT OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" ACI 301. HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE W/ACI 305. 6. SEE THE ARCHITECTURA DRAWINGS FOR EXACT LOCATION OF DEPRESSED SLAB AREAS, SLOPES AND DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN. 7. ALL SLAB ARE TO HAVE SAW CUT CONTROL JOINTS AT 12FT ON CNETER, SEE DETAIL. ALL SLABS ARE TO E CURED WITH A DISSIPATING MEMBRANE -FORMING CURING COMPOUND. MASONRY NOTES 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFITACIONS FOR MASONRY STRUCTURES (ACI 530.1) PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. 2. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, AND BE MADE WITH NORMAL WEIGHT AGGREGATE. THE MINMUM NET AREA COMPRESSIVE STRENGTH SHALL BE (fm) = 1,500 PSI AT AN AGE OF 28 DAYS, AS DETERMINED BY THE UNIT STRENGTH METHOD OF ACI 530.1. 3. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT, GROUT SHALL CONFORM TO ASTM C476 AND SHALL OBTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF (fc) 2,500 PSI, 8 TO 11" SLUMP, MAXIMUM AGGREGATE SIZE - 3/8", TESTED PER ASTM C-1019 EACH 5,000 SF. PROVIDE CLEANOUTS / OBSERVATION HOLES FOR ALL VERTICAL REINFORCEMENT. VIBRATE ALL GROUT POURS WITH MECH VIBRATOR OR SELF -CONSOLIDATING GROUT (SCG) MAY BE USED WITH A SPREAD OF 22" TO 30". 4. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615, GRADE 60. PROVIDE A MINIMUM LAP # 5 = 30". #6 = 36" AT ALL SPLICES, UNLESS INDICATED OTHERWISE. 5. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S. ALL MORTAR SHALL MEET THE "PROPORTION SPECIFICATIONS" OF ASTM C-270 AND BE MADE WITH PORTLAND CEMENT/LIME. 6. UNLESS OTHERWISE INDICATED, ALL WALLS SHALL BE LAID IN RUNNING BOD. BOND CORNES AND INTERSECTIONS OF ALL LOAD -BEARING WALLS. 7. PROVIDE VERTICAL REINFORCING AS SHOWN ON PLAN. PROVIDE BARS AT ALL WALL CORNERS, INTERSECTIONS AND EACH SIDE OF ALL OPENINGS. TWO #5 EACH SIDE OF OPENINGS GREATER THAN 6 FT, USE STD HOOKS INTO BOND BEAMS. 8. PROVIDE REBAR DOWELS FROM FOUNDATIONS TO MATCH VERTICAL REINFORCING SIZE AND SPACING. DOWELS SHALL HAVE STANDARD 90 DEGREE HOOKS AND LAP WITH THE FIRST LIFT OF REINFORCING. 9. PROVIDE STANDARD LADDER TYPE 9 GAUGE HORIZONTAL JOINT REINFORCING AT 16" ON CENTER IN ALL WALLS, HOT DIPPED GALVANIZED PER ASTM A153. COORDINATE BRICK TIE BACK REQUIREMENT, IF ANY WITH THE ARCHITECTURAL DRAWINGS. 10 PROVIDE PRECAST LINTELS ABOVE ALL WALL OPENINGS AS INDICATED IN LINTEL SCHEDULE. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS. WOOD FRAMING NOTES 1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURE'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. LUMBER GRADES OR BETTER, SITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: Fv = 90 PSI Fc = 1,450 PSI E = 1,600,000 PSI. 19% MAXIMUM MOISTURE CONTENT. 4. ALL FRAMING LUMBER SHALL BE # 2 SPRUCE -PINE -FIR OR BETTER U.N.O. 5. INTERIOR LOAD BEARING (IF APPLICABLE) WALL STUDS SPACED AT 16" O.C. AND LESS THAN 8'4" IN HEIGHT SHALL BE STUD GRADE, SPRUCE -PINE -FIR OR BETTER. 6. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. STUDS SHALL BE AT 16" O.C. WITH P.T. BOTTOM PLATE. 7. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 8. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BEAR THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 9. PLYWOOD FOR ROOF AND WALLS SHALL BE 7/16' (MIN) APA RATED SHEATHING EXTERIOR GLUE. ALL ROOF SHEATHING TO INSTALLED WITH PLYWOOD CLIPS (MAXIMUM 24" O.C.) SEE PLANS FOR SHEATHING THICKNESS). 10. ROOF SHEATHING SHALL BE NAILED WITH 8d COMMONS @ 4" O.C. AT EDGES AND 12" O.C. INTERMEDIATE. 11. WALL SHEATHING SHALL BE NAILED WITH 8d COMMONS @ 4" O.C. AT EDGE AND 12" O.C. INTERMEDIATE HARDBOARD LAP SIDING OVER SHEATHING NAILED SHALL BE 10d GALV. WITH MIN. HEAD DIA. OF 0.240 INCH STAGGERED @ 16" O.C. TOP AND BOTTOM. 12. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0" @ MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END WALL AT 4'-0" O.C. WHERE WALL FRAMING IS NOT CONTINUOUS FORM FOUNDATION TO ROOF, OR AS SHOWN ON DRAWINGS. 13. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 14. ALL CONNECTION HARDAWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO., HUGHES MANUFACTURING OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. PRE-ENGINEERED WOOD TRUSS NOTES: 1. WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING LOADS. A. ROOF TRUSS GRAVITY LOADING CASE TOP CHORD LOADING LIVE LOAD 20 PSF DEAD LOAD - ASPHALT SHINGLES 10 PSF TILE ROOF 20 PSF BOTTOM CHORD LOADING ATTIC LIVE LOAD 10 PSF ATTIC LIVE LOAD WITH STORAGE - 30 PSF DEAD LOAD 10 PSF LIVE LOAD DEFLECTION LIMITED TO = U240 B. ROOF TRUSS WIND LOADING CASE TRUSSES ARE TO BE DESIGNED FOR THE WIND LOADING SHOWN IN "DESIGN WIND CRITERIA" NOTES. SEE PLANS FOR OVERHANGS, OPEN AND PARTIALLY ENCLOSED AREAS. IF TRUSSES ARE TO HAVE APPLIED OVERHANG PT TAILS, THE TRUSS ENGINEERING SHOULD BE RUN WITH THE SPECIFIED OVERHANG SO ACCURATE UPLIFT LOAD ARE SHOWN IN THE ABSENCE OF DRYWALL CEILINGS PROVIDE BOTTOM CHORD BRACING AS DESIGNED BY MANUFACTURER. 2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE "NDS" NATIONAL DESIGN PECIFICATIONS FOR WOOD CONSTRUCTION ANSUAF&PA AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION "ANSI/TPI". 3. WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHALL BE KILN DIRED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE No. 2 OR BETTER REQUIRED TO SATISFY STRESS REQUIREMENTS. 4. CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM A653 GRADE 33 OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). 5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 6. ROOF TRUSSES SHALL MATCH THE EXISTING ROOF SLOPE AND THE EXISTING ROOF OVERHANG. IT IS CONTRACTOR RESPONSABILITY TO VERIFY EXISTING SLOPE AND EXISTING OVERHANG. MASONRY BOND BEAM 8" X 8" WITH 1 # 5 CONTINUOUS FILLED W/3000 P.S.I. CONCRETE VERTICAL REBAR #5 REINFORCEMENT IS TO HAVE A STANDARD HOOK INTO THE UPPER MOST BOND -BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (FELT PAPER PROHIBITED) 9 GA HOT -DIPPED GALVANIZED HORIZONTAL JOINT REINFORCING AT 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6", USE PREFAB L'S AND T'S AT WALL INTERSECTIONS (TRUSS TIES OR LADDER TIES). 1#5 VERTICAL REINFORCING IN GROUT FILLED CORES WITH 2,500 P.S.I CONCRETE FROM FOOTING TO BOND BEAM. SEE FOUNDATION PLAN FOR LOCATION. ALL CELLS BELOW SLAB SOLID SHALL BE GROUTED WITH 3,000 P.S.I. CONCRETE. SET FIRST BLOCK COURSE IN FULL MORTAR BEDDING. SEE PLANS AND SECTIONS FOR FOOTING SIZE, REINFORCEMENT AND DEPTH BELOW GRADE. 0 ISO 8"X8"X16" CONCRETE BLOCK WALL LAID IN RUNNING BOND WITH TYPE S MORTAR (1,800 P.S.I.). 25" MINIMUN LAP FOR # 5 REBAR PROVIDE 4"X4" INSPECTION OPENING AT EACH FILLED CELL TYPICAL. 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FLORA STREET, SUITE 101 TAMPA FLORIDA 33614 TELEPHONE (813) 389 8082 DATE: 02/23/2018 10B N: 02418 FOUNDATION PLAN Sheet A-7 i r \ I _ _ _- 1 - __- -__- � r ram_ � rr r�:r � 1. - - - - 1 - __ - - - - __ 1 illy III I 07 Al 00-Ai Standina seam metal— — — — — — _ Roof Plan AL 20'-Of' Floor Plan 0'-0" d_ation Plan -0'-6" O F= Z O U w > o W cc W Q 0 cc W N O V U y N Q Z J M N M 00 = M O O H U OJ rM-1 X (D oG Z LL 00 U cac w W < xj CO Z Lu2 O _i U ui r-1 < Q � N G W r4 Rt Lr) M M J LL . ^1 v l J •• J cr- _ 0 V LL W }. u Z a Lu J Lu O J a U � p D LLI w pC Lu cc J � LL ~ O 12 >- 0 Lu a ..ice N �-- t � U V N U � m +/ W tII U iJ O�E U > CB cu c Q� i E 0 u cu O O u- co 0CID E� c� � M r 00 O x � (u Q) LL Z" U) 00 _O 00 O � ,`. 00 CO O 00 LL N O c7 Q O (.0 (- SEAL MAY 2 8 2018 c7i L ALVARO RODRIGUEZ ARCHITECT AR95835 3603 W. FLORA STREET. SUITE 101 TAMPA FLORIDA 33614 TELEPHONE (813) 389 8082 DATE: 02/23/2018 JOB N: 02418 SECTIONS Sheet A-11 SiV j 1,' 1 S'J I--- I.— —4U•Y — lw.Mm a a l� 5 Y � Im Joe's Office i,Vd1Li1JLt MUL";f 4 N11—}•16FV/"ww POWER PLAN, PROJECT NOTES: THE SCOPE OF THIS PROJECT IS PROVIDE POWER TO A NEW OFFICES SPACE D-19,21 DRYER ADDITION OF AN EXISTING BUILDING FOR HEYL TRUCK. 1 /2"C,2#10,#1 OG 4.5KVA,208V2P2W 2. ALL MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE NATIONAL ELECTRIC CODE (NEC 2014), FLORIDA BUILDING CODE (FBC 2017), 6TH GFCI GFCI EDITION, AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND D-15 D-17 WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. D— 25 -&-fQ ,undry Venn. © 3 AALL ND GROUNDING AND BONDING MUST BE IN COMPLIANCE WITH NEC ARTICLE 250 D-16,18J. DRYER 1/2"C,2#10,#10G 4.5KVA.208V2P2W 4. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. 5. ALL ELECTRICAL WORK FOR FABRICATED EQUIPMENT SHALL BE COMPLETELY WIRED BY THE EQUIPMENT MANUFACTURER TO A JUNCTION BOX OR PULL BOX, AND ALL ELECTRICAL WORK FROM PANEL BOARDS TO BE BY THE ELECTRICAL CONTRACTOR. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED INSIDE SURFACE OF PANEL BOARD DOOR, CLEARLY INDICATING AREA AND LOAD SERVED BY EACH BRANCH CIRCUIT 7. ELECTRICAL CONTRACTOR SHALL FURNISH ALL ELECTRICAL MATERIALS TO COMPLETE THIS PROJECT ELECTRICAL Kitchen Room 8. CONTRACTOR SHALL VERIFY ALL HVAC EQUIPMENT BEFORE RUNNING CIRCUITS. 10 CONSULT MECHANICAL PLANS OR EQUIPMENT TAGS. 9. UNLESS OTHERWISE NOTED ON THE PLANS. ALL CONDUCTORS SHALL BE 2#12 THWN COPPER AND 1#12 COPPER GROUND IN 1/2" CONDUIT. KEY POWER NOTES: ROott Ol CHECK EQUIPMENT TAG OR MANUFACTURER SPECIFICATIONS TO ENSURE CORRECT CIRCUIT BEFORE INSTALLING OR q 3 �' Ii' PURCHASING. n EXISTING WATER HEATER TO BE RELOCATED. -Storapp AHU-1 0.5KVA,208V2P2W ABOVE CEILING v �- D-1,3 1 /2"C,2#12,#12G yyp D-13 GFCI HP-1 3.37K VA, 208V2P2W PAD MOUNTED D-5,7 1 /2"C,2#12, #12G,#121G Telephone and Data Schedule CALLOUT SYMBOL NOTE 1 QUANTITY Duplex (2)—CAT5f_ 24AWG 350MHZ 6 Telephone UTP STRAVDED. 4 PAIRS. / IN WALL FATED. 1— RJ45 Comput-:r PLUG Outlet AND 1—RJ11 PLUG TV © TELEVISION /RJ45/HDMI /COAX 1 RECEPTACLE SCHEDULE CALLOUT SYMBOL VOLTS FEATURES QUANTITY GFCI :0 120V 1 P 2W GFCI, GND 5 GFCI—WP 4�1 120V 1 P 2W WP, GFCI, GND 1 STND :0 120V 1P 2W GND 13 GENERAL SCHEDULE CALLCUT SYMBOL VOLTS AMPS KVA HP CIRCUIT AHU-1 &`Q' 208V 2P 2W 2.4 0.5 D-1,3 DRYER ® 208V 2P 2W 21.6 4.5 D-16,18 DRYER ® 208V 2P 2W 21.6 4.5 D-19,21 EF ® 120V 1P 2W 0.8 0.1 F HP D-22 208V 2P 2W 16.2 3.37 D-5,7 KEY PLAN m In m J w � Q D a- U QC7m w �m LO NON g L,0N NO m xmm ❑ m m m J oWQ 7 EL aHw w w It I1 CARLOS M. DRAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #273B5110 N wLn M U) Q M W J J Z � LL L w �. J LL U) U � W J W U W -i Z � I I � W � J I w O W p W 0 I N � w L Q � � Qa z w w THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R CARLOS M. DRAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET Ln � O �- N M � 0 0 � Q m � Z i i O J z I U � � W W Q� 0 OflCk. %w 1 LIGHTING SCALE: Ile - 1'-0; Storage PLAN nILUIl:rr r�c.�c�rri EF FHP,l20VlP2W LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT VOLTS QUANTITY WATTS A 0 (1) 40W LED LED 2X4 PENDANT SURFACE ELECTRONIC CEILING CONSULT WITH OWNER 40 120V 1 P 2W 10 B L_o L (1) 25W LED WALL MOUNTED WITH BATTERY PACK ELECTRONIC WALL LED WALL MOUNTED 25 120V 1P 2W 2 BATTERY PACK C (1) LED 6" REALITY LED RECESSED DOWNLIGHT, ELECTRONIC CEILING Lithonia Lighting, 11 120V 1P 2W 3 40- 1000 LUMENS, 3000K CCT, 0.60 SPACING REAL6 D6MW ESL CRITERIA 1000L 30K .60SC EX (1) 3W LED LED EXIT SIGN; THERMOPLASTIC HOUSING -- CEILING 1.5HRS BATT. 3 120V 1P 2W 3 NI -CAD BATTERY. GHTIHIG NOTES: ALL EMERGENCY LIGHTING SHALL HAVE INTERNAL BATTERY BACKUP. ALL EXIT SIGNS ARROWS TO POINT TOWARDS CLOSEST BUILDING EXIT. EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED ON THE SAME CIRCUIT OF THE ROOM THAT IS SERVICING AND ALSO AHEAD OF ALL SWITCHES. 2. ALL LIGHTING EQUIPMENT SHALL BE U.L. APPROVED. ELECTRICAL CONTRACTOR TO PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED FACILITATING THE WORK DURING CONSTRUCTION, AS WELL AS ACQUIRING ALL PERMITS AND PROGRESS OF INSPECTIONS. ALL ROOM LIGHTING CONTROLS SHALL COMPLY PER THE FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION CHAPTER 4 SECTION C405. AUTOMATIC TIME SWITCH CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTING IN ALL AREAS OF THE BUILDING. 4. INTERIOR FIXTURES SHALL BE CONNECTED VIA LIGHTING CONTROL SYSTEM CIRCUITING. CONSULT LIGHTING DISTRIBUTOR FOR LIGHTING CONTROL DETAILS. PLEASE EXTERIOR LIGHTS SHALL BE CONTROLLED VIA PHOTO-SENSOR/ASTRONOMICAL CLOCK. THEY SHALL AUTOMATICALLY TURN ON AT DUSK AND OFF AT DAWN. EXTERIOR LIGHTING MAY ALSO BE REDUCED AFT1=R CLOSING BUSINESS IF THERE IS NO DANGER OR SECURITY ISSUE. LIGHTING FUNCTIONAL TEST IS REQUIRED ONCE SYSTEM IS INSTALLED PER FBC 408.3. KEY LIGHTING NOTES: EMERGENCY/EXIT LIGHTS SHALL BE CONNECTED TO THE SAME LIGHTING CIRCUIT FOR THAT AREA, AHEAD OF ALL SWITCHES. EXTERIOR LIGHTS SHALL BE CONTROLLED VIA PHOTO-SENSOR/ASTRONOMICAL CLOCK CONNECT THIS LIGHT TO EXISTING CIRCUIT. HEDULE WITCH SC CALLOUT SYMBOL NOTE 1 QUANTITY MOTION $ W/MOTION DETECTION 4 S WI TCH M KEY PLAN m m 0 J w � Q ❑ a � Q � PAN a E N 10 Al N N0Ln ❑ } NZJ 7 Q m x oWQ < Q a�w W a w a CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE#60205 CA #273B5 mLO EN I W Ln N EnQ N W J J U1 Z Q � J IL w C] � W J Z W L] W J Q a O = I W� L7 U J I �_ Q >- Na I � W O W L7 Q I Nit' N a J In Z z w w w D u u U U I Q � THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET OLn D Q � Z J Z_ U � ° w W #1 /0 CU GRD PER NEC AND LOCAL CODE RISER DIAGRAM SCALE: N.T.S. WIREWAY ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 MOUNTING FLUSH LUGS STANDARD FED FROM METER NOTE CKT BREAKER LOAD KVA A B C # TRIP/POLES CIRCUIT DESCRIPTION FEEDER RACEWAY AND CONDUCTORS 1 200/3 FUSED DISCONNECT DISC A 19 19 19 2"C,3#3/0,#3/ON,#6G 2 200/3 FUSED DISCONNECT DISC B 16.7 16.7 16.7 2"C,3#3/0,#3/ON,#6G 3 100/3 FUSED DISCONNECT DISC D 6.27 6.64 7.24 1-1 /2"C,3#1,#1 N,#8G TOTAL CONNECTED KVA BY PHASE 41.9 42.3 42.9 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 8.47 10.6 (125%) CONTINUOUS 0 0 (1257.) LARGEST MOTOR 5 1.25 (25%) HEATING 3.37 0 (0%) OTHER MOTORS 16.6 16.6 (100%) COOLING 5 5 (100%) RECEPTACLES 12.7 11.4 (50%>10) NONCONTINUOUS 0 0 (100%) KITCHEN EQUIP 4 3.2 (80%) DIVERSE 77 77 (100%) METERED DEMAND 0 0 (125%) TOTAL KVA 127 125 BALANCED 3-PHASE AMPS 347 VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE MAX VOLTAGE DROP WIRE SIZE DISC D 0.65% #1 - - 0.65% D 1.15% #1 2.26% (CKT 5,7) #12 3.41 % RISER GENERAL NOTES: 1. ALL GROUND ELECTRODES, CONDUCTORS AND COMPLETE GROUNDING SYSTEM MUST BE DONE IN COMPLIANCE WITH NEC STD #250 AND AHJ. 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE WORK BEFORE BIDDING ON THIS PROJECT. 3. FAULT CURRENT WAS CALCULATED AT 14,080 AMPS FOR AN EXISTING TRANSFORMER. VERIFY WITH LOCAL AND NOTIFY ENGINEER IF DIFFERENT. 4. ALL EXTERIOR EQUIPMENT MUST BE RATED NEMA 3R OR BETTER. 5. CONSULT AND WORK WITH TAMPA ELECTRIC FOR FIELD LOCATIONS. VOTTFY ENGINEER WITH ANY CHANGES. RISER KEY NOTES: Q1 EXISTING SERVICE ENTRANCE. (4)-#600 KCMIL THWN CU IN 4"C. NC CHANGES. O2 EXISTING METER TO REMAIN. 120/208V 3PH. NEMA 3R. Q EXISTING WIREWAY. 120/208V 3PH. 400AMP. NEMA 3R. ® EXISTING (4)-# 3/0 THWN COPPER IN 2"C. Q EXISTING FUSED DISCONNECT. 200AMP. 120/208V 3PH. NEMA 3R. © EXISTING (4)-# 3/0 THWN COPPER (1)-#4 COPPER GROUND IN 2"C. O7 EXISTING 200A MAIN LUG PANEL 120/208V 3PH. 42 SPACES. NEMI 1. ® NEW (4)-#1 THWN COPPER IN 1-1/2"C. ® NEW FUSED DISCONNECT. 100AMP. 120/208V 3PH. NEMA 3R. 10 NEW (4)-#1 THWN COPPER (1)-#8 COPPER GROUNDIN 1-1/2"C. 11 NEW 100A MAIN LUG PANEL 120/208V 3PH. 30 SPACES. NEMA 1 12 EXISTING (1)-#1/0 COPPER GROUND D ROOM VOLTS 208Y/120V 3P 4W AIC 10,000 MOUNTING FLUSH BUS Av1PS 100 MAIN BKR MLO FED FROM DISC D NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION A B C # BKR CIRCUIT DESCRIPTION A B C 1 20/2 AHU-1 0.25 2 20/2 SPACE 0 3 1 0.25 4 1 0 5 25/2 HP-1 1.69 6 20/2 SPACE 0 7 1 1.69 8 1 0 9 20/1 EXTERIOR LIGHTING 0.05 10 20/1 SHOP OFFICE RECEPTACLE 0.72 11 20/1 1-ORIENTATION RECEPTACLE 0.72 12 20/1 NEW AREA LIGHTING 0.4 13 20/1 RECEPTACLE 0.18 14 20/1 DRIVER'S LOUNGE RECEPTACLE 0.72 15 20/1 VENDING MACHIBE 1 16 30/2 DRYER 2.25 17 20/1 VENDING MACHIBE 1 18 1 2.25 19 30/2 DRYER 2.25 20 20 /1 WASHER 1 21 1 2.25 22 20 /1 EF, LIGHTING 0.122 23 20/1 WASHER 1 24 20 /1 RECEPTACLE 0.18 25 20/1 TV RECEPTACLE 0.18 26 20 /1 SPACE 0 27 20/1 SPACE 0 28 201/1 SPACE 0 29 20/1 SPACE 0 30 20 /1 SPACE 0 31 20/1 SPACE 0 32 20 /1 SPACE 0 33 20/1 SPACE 0 34 20 /1 SPACE 0 35 20/1 SPACE 0 36 20 /1 SPACE 0 37 20/1 SPACE 0 38 20 /1 SPACE 0 39 20/1 SPACE 0 40 20 /1 SPACE 0 41 20/1 SPACE 0 42 20,/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 6.27 6.64 7.24 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 0.472 0.59 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 4.5 5.63 (125%) HEATING 3.37 3.37 (100%) OTHER MOTORS 5.1 5.1 (100%) COOLING 0 0 (N/A) RECEPTACLES 2.7 2.7 (50%>10) NONCONTINUOUS 0 0 (100%) KITCHEN EQUIP 4 3.2 (80%) DIVERSE 0 0 (N/A) METERED DEMAND 0 0 (125%) TOTAL KVA 20.1 20.6 3ALANCED 3-PHASE AMPS 57.1 FAULT CURRENT SCHEDULE DEVICE FAULT AIC RATING L-N VOLTS UTILITY FED FROM FEEDER TOTAL MOTOR DIRECTLY CONNECTED MOTOR LOAD FAULT X R DEVICE FAULT X R SIZE X/ 1000 ' R/ 1000, LENGTH X R KVA FAULT X R FAULT DISC D 10,293 100,000 120V 10,082 0.01086 0.004863 WIREWAY 11,331 0.01022 0.002771 #1 0.046 0.15 4' 0.0006 0.0021 211 D 5,973 10,000 120V 5,836 0.01399 0.01507 DISC D 1 10,082 10.01086 1 0.004863 1 #1 1 0.046 0.15 68' 0.0031 0.0102 137 9.6 107 1.092 0.2731 m m m m J LL � Q cl IL U Q 10 N d �mm W NN1,L, I N0in 9 } NQI Q m x Ib Ii U ly O mmm o J Q W Jx a d�LL w a w IL CARLOS M. DRAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #273B5 N I W Ln (Y] ul Q W J J Z Q J LL C] W J ul v LW// J LL T = QI LL. Q �a It � W p W � Q �2 Inl N '0� In w o Wff W U 0 I Q THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHTR CARLOS M. DRAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET 3 m� W CQ G Z O J Z. U � W � W m Q� 0 �i � O r- N [') � to �D Z I I I I E AHU-2 (E)3TR CARRIER /1 ►1 8"0, 200 CFM Joe's ORca I} © OO VD 8"0, 150 CFM VD / / '1 /1 ending Machine Vending Machine o it Dye, _ - Dryef La dryWnEing TV VVasher — — Washer W Vv VD REF ©© I ' VD 10"0, 375 CFM IVD 6"0, 50 CFM I A © AHU-1 ©© I (E)5TR RHEEM MAX CFM- 1,800 200 CFM 101 6"0, 50 CFM ogre ores T� F71 VD O Igj— VD® " a 150 CFM i i 6 0, 50 CFM Q O i ® I I H 1 VD 6"0, 50 CFM �—� 6"0, 50 CFM ©O I I f 10"0, 300 CFM l I VD F-1 B G 225 CFM L J AHU 8"0 II r ., VD i 10 u91 L 8"0 u 12/10 8/10 VD 225 CF 00 8 0 8"0 225 CFM � 200 CFM VID VD 10/6 16 6 10 6 HVAC PLAN SCALE: 1 /8'' = 1 '-O" M CODED NOTES: © OA NO WORK THIS AREA, REBALANCE DIFFUSER TO CFM AS NOTED. �,r50 CFM © HVAC CONTRACTOR SHALL REWORK DIFFUSERS IN THIS AREA. 6"0 ED OA © INTERLOCK AUTOMATIC DAMPER TO AHU. DAMPER TO OPEN DURING ALL OCCUPIED HOURS. .� t�D REMOVED APPROXIMATE LOCATION AND RUN OF MAIN TRUNK LINE. O REMOVED © 6x6 PRICE DIFFUSER MODEL AMCD, THROW & CFM AS INDICATED ON DRAWINGS © 6x6 PRICE DIFFUSER MODEL SMCD, THROW & CFM AS INDICATED ON DRAWINGS QI 8x8 PRICE DIFFUSER MODEL SMCD, THROW & CFM AS INDICATED ON DRAWINGS JO 10x10 PRICE DIFFUSER MODEL SMCD, THROW & CFM AS INDICATED ON DRAWINGS © 12x12 PRICE DIFFUSER MODEL SMCD, THROW & CFM AS INDICATED ON DRAWINGS © 6x5 PRICE EGGCRATE 80, CFM AS INDICATED ON DRAWINGS ® 8x6 PRICE EGGCRATE 80, CFM AS INDICATED ON DRAWINGS © 1Ox8 PRICE EGGCRATE 80, CFM AS INDICATED ON DRAWINGS GENERAL NOTES: O1 GC SHALL COORDINATE CEILING TILE AND INSULATION REMOVAL FOR MC. �2 ALL ABOVE CEILING INSULATION SHALL BE REPLACED AS CEILING TILES ARE REINSTALLED. ANY MISSING INSTALLATION SHALL BE REINSTALLED. �3 MC SHALL PIPE CONDENSATE FROM AHU DOWN EXTERIOR WALL TO OUTSIDE PAVEMENT. COORDINATE LOCATIONS AND ROUTING WITH G.C. ® ALL NEW EF'S (TAG EF-1) SHALL BE PANASONIC BATHROOM FAN GRAINGER PART NO. 32NA27. BALANCE TO 75CFM .25"S.P. INSTALL COMPLETE WITH BACKDRAFT DAMPER. PIPE 4"0 DUCT TO OUTSIDE WALL. TERMINATE WITH BIRDSCREEN AND RAIN HOOD. 120V/.0.1AMPS. INTERLOCK TO AHU. FAN SHALL RUN WHEN AHU FAN IS RUNNING. 05 MC SHALL TIE IN RETURN DUCT TO MAIN RETURN LINE FOR AL_ NEW WORK AND REWORK ASSOCIATED WITH AHU-1. OA AIR CALC 788SF x 0.06CFM/SF = 47CFM AIR HANDLING UNIT EQUIPMENT BASIS OF DESIGN MOUNTING MODEL NO. CFM OA MBH MEH MCA MOP ELECTRICAL NOTES TAG CFM CLG H1G AHU-1 CARRIER UPRIGHT IN CLOSET FFMANP02500D 900 50 24 16@307 2.4 15 208 60 10 1, 2, 3 1. TP-PHP01 T'STAT. MC SHALL INTERLOCK T'STAT TO OA DAMPER AND OPEN DURING OCCUPIED HOJRS. 2. INSTALL COMPLETE WITH J" CONDENSATE LINE 3. HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL, HEAT PUMP CONDENSING UNIT EQUIPMENT BASIS OF DESIGN MOUNTING MODEL NO. MBH MBH MCA MOP LRA ELECTRICAL NOTES TAG CLG HTG HP-1 CARRIER PAD MOUTNED 25HCB624A002 24 16@307 16.2 25 28.3 208 60 10 1, 2 1. CONNECTION LINESET SIZES J"VAPOR, J"LIQUID 2, HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL. Z O U) (D Z Q 0 f-- W a_ STATE OF Ab F F� OR I'D sS�O N A,- W 0- O LL 00 o , N c,e) N M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED GENERAL NOTES: O1 GC SHALL COORDINATE CEILING TILE AND INSULATION REMOVAL FOR MC. �2 ALL ABOVE CEILING INSULATION SHALL BE REPLACED AS CEILING TILES ARE REINSTALLED. ANY MISSING INSTALLATION SHALL BE REINSTALLED. �3 MC SHALL PIPE CONDENSATE FROM AHU DOWN EXTERIOR WALL TO OUTSIDE PAVEMENT. COORDINATE LOCATIONS AND ROUTING WITH G.C. ® ALL NEW EF'S (TAG EF-1) SHALL BE PANASONIC BATHROOM FAN GRAINGER PART NO. 32NA27. BALANCE TO 75CFM .25"S.P. INSTALL COMPLETE WITH BACKDRAFT DAMPER. PIPE 4"0 DUCT TO OUTSIDE WALL. TERMINATE WITH BIRDSCREEN AND RAIN HOOD. 120V/.0.1AMPS. INTERLOCK TO AHU. FAN SHALL RUN WHEN AHU FAN IS RUNNING. 05 MC SHALL TIE IN RETURN DUCT TO MAIN RETURN LINE FOR AL_ NEW WORK AND REWORK ASSOCIATED WITH AHU-1. OA AIR CALC 788SF x 0.06CFM/SF = 47CFM AIR HANDLING UNIT EQUIPMENT BASIS OF DESIGN MOUNTING MODEL NO. CFM OA MBH MEH MCA MOP ELECTRICAL NOTES TAG CFM CLG H1G AHU-1 CARRIER UPRIGHT IN CLOSET FFMANP02500D 900 50 24 16@307 2.4 15 208 60 10 1, 2, 3 1. TP-PHP01 T'STAT. MC SHALL INTERLOCK T'STAT TO OA DAMPER AND OPEN DURING OCCUPIED HOJRS. 2. INSTALL COMPLETE WITH J" CONDENSATE LINE 3. HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL, HEAT PUMP CONDENSING UNIT EQUIPMENT BASIS OF DESIGN MOUNTING MODEL NO. MBH MBH MCA MOP LRA ELECTRICAL NOTES TAG CLG HTG HP-1 CARRIER PAD MOUTNED 25HCB624A002 24 16@307 16.2 25 28.3 208 60 10 1, 2 1. CONNECTION LINESET SIZES J"VAPOR, J"LIQUID 2, HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL. Z O U) (D Z Q 0 f-- W a_ STATE OF Ab F F� OR I'D sS�O N A,- W 0- O LL 00 o , N c,e) N M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED 1. TP-PHP01 T'STAT. MC SHALL INTERLOCK T'STAT TO OA DAMPER AND OPEN DURING OCCUPIED HOJRS. 2. INSTALL COMPLETE WITH J" CONDENSATE LINE 3. HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL, HEAT PUMP CONDENSING UNIT EQUIPMENT BASIS OF DESIGN MOUNTING MODEL NO. MBH MBH MCA MOP LRA ELECTRICAL NOTES TAG CLG HTG HP-1 CARRIER PAD MOUTNED 25HCB624A002 24 16@307 16.2 25 28.3 208 60 10 1, 2 1. CONNECTION LINESET SIZES J"VAPOR, J"LIQUID 2, HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL. Z O U) (D Z Q 0 f-- W a_ STATE OF Ab F F� OR I'D sS�O N A,- W 0- O LL 00 o , N c,e) N M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED 1. CONNECTION LINESET SIZES J"VAPOR, J"LIQUID 2, HVAC CONTRACTOR TO COORDINATE WITH FACTORY FOR ALL COOLING, HEATING, CONTROL, AND CONNECTIVITY ISSUES BETWEEN HP AND FAN COIL. Z O U) (D Z Q 0 f-- W a_ STATE OF Ab F F� OR I'D sS�O N A,- W 0- O LL 00 o , N c,e) N M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED 00 o , N c,e) N M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED M w a W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED W � _z Q c J J U Q LL L.L LLJ J T- (y) W a N C] Z L 0 Z_� Z W Z E W _ W 0 W ZCL ZOO L9 L9 Ln Z N Z'D LJ o Ln W O N I I, W N W >WJ X�� F L �LLJ ry� r ` I l' J ❑ L] .— a a r M W❑ JCOM XNQ< - — WI 12�OL1 Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED Project Number 18-011 Date 05/23/2018 Drawn By R C M Checked By RCM M-1 Scale AS NOTED SECTION 230500 - COMMON WORK RESULTS FOR HVAC M O R PART1- GENERAL 1.1 SECTION REQUIREMENTS A. Summary: General requirements for motors, hangers and supports, vibration isolation and seismic restraints, and meters and gages. B. Submittals: Product Data for materials and equipment specified in this Section. PART 2- PRODUCTS 2.1 HANGERS AND SUPPORTS A. Building Attachments: Powder -actuated -type, drive -pin attachments with pullout and shear capacities appropriate for supported loads and building materials. B. Mechanical -Expansion Anchors: Insert wedge -type attachments with pullout and shear capacities appropriate for supported loads and building materials. PART 3 - EXECUTION 3.1 GENERAL EQUIPMENT INSTALLATIONS A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated. B. Install equipment level and plumb, parallel and perpendicular to other building systems and components, unless otherwise indicated. C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. D. Install equipment to allow right of way for piping installed at required slope. 3.2 HANGERS AND SUPPORTS A. Comply with MSS SP-69 and MSS SP-89. Install building attachments within concrete or to structural steel. B. Install hangers and supports to allow controlled thermal and seismic movement of piping systems. C. Load Distribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment. END OF SECTION 230500 SECTION 230593 -TESTING, ADJUSTING, AND BALANCING FOR HVAC PART4- GENERAL 4.1 SECTION REQUIREMENTS A. This Section includes testing and balancing to produce design objectives for air and hydronic systems. B. Certified Reports: Submit two copies of reports prepared, as specified in this Section, on approved forms certified by test and balance firm. C. TAB Firm Qualifications: Engage a TAB firm certified by either AABC or NEBB. D. TAB Report Forms: Use standard forms from SMACNA's "HVAC Systems - Testing, Adjusting, and Balancing." PART 5 - PRODUCTS (Not Applicable) PART 6 - EXECUTION 6.1 EXAMINATION A. Examine the Contract Documents to become familiar with Project requirements and to discover conditions in systems' designs that may preclude proper test and balance of systems and equipment. B. Examine approved submittal data of HVAC systems and equipment. C. Examine system and equipment installations to verify that they are complete and that testing, cleaning, adjusting, and commissioning specified in individual Sections have been performed. D. Examine HVAC system and equipment installations to verify that indicated balancing devices, such as test ports, gage cocks, thermometer wells, flow -control devices, balancing valves and fittings, and manual volume dampers, are properly installed, and that their locations are accessible and appropriate for effective balancing and for efficient system and equipment operation. E. Examine systems for functional deficiencies that cannot be corrected by adjusting and balancing. F. Examine HVAC equipment to ensure that clean filters have been installed, belts are aligned and tight, and equipment with functioning controls is ready for operation. G. Examine terminal units, such as air terminals, to verify that they are accessible and their controls are connected and functioning. H. Examine automatic temperature system components to verify the following: 1. Dampers, valves, and other controlled devices are operated by the intended controller. 2. Dampers and valves are in the position indicated by the controller. 3_ Integrity of dampers and valves for free and full operation and for tightness of fully closed and fully open positions. This includes dampers in multizone units, mixing boxes, and variable -air -volume terminals. 4. Automatic modulating and shutoff valves, including two-way valves and three-way mixing and diverting valves, are properly connected. 5. Thermostats and humidistats are located to avoid adverse effects of sunlight, drafts, and cold walls. 6. Sensors are located to sense only the intended conditions. 7. Sequence of operation for control modes is according to the Contract Documents. 8. Controller set points are set at indicated values. 9. Interlocked systems are operating. 10. Changeover from heating to cooling mode occurs according to indicated values. I. Report deficiencies discovered before and during performance of test and balance procedures. 6.2 GENERAL PROCEDURES FOR TESTING AND BALANCING A. Perform testing and balancing procedures on each system according to the procedures contained in SMACNA's "HVAC Systems - Testing, Adjusting, and Balancing" and this Section. B. Cut insulation, ducts, pipes, and equipment cabinets for installation of test probes to the minimum extent necessary to allow adequate performance of procedures. After testing and balancing, close probe holes and patch insulation with new materials identical to those removed. Restore vapor barrier and finish according to insulation Specifications for this Project. C. Mark equipment and balancing device settings with paint or other suitable, permanent identification material, including damper -control positions, valve position indicators, fan -speed -control levers, and similar controls and devices, to show final settings. D. "Take and report testing and balancing measurements in inch -pound (IP) units. 6.3 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS A. Prepare schematic diagrams of systems' "as -built" duct layouts. B. Determine the best locations in main and branch ducts for accurate duct airflow measurements. C. Check for airflow blockages. D. Check condensate drains for proper connections and functioning. E. Check for proper sealing of air -handling unit components. F. Check for proper sealing of air duct system. 6.4 TOLERANCES A. Set HVAC system airflow and water flow rates within the following tolerances: 1. Supply, Return, and Exhaust Fans and Equipment with Fans: Plus 5 to plus 10 percent. 2. Air Outlets and Inlets: 0 to minus 10 percent. 3. Heating -Water Flow Rate: 0 to minus 10 percent. 4. Cooling -Water Flow Rate: 0 to minus 5 percent. END OF SECTION 230593 SECTION 230700 - HVAC INSULATION PART7- GENERAL 7.1 SECTION REQUIREMENTS A. Submittals: Product Data for each type of HVAC insulation material. B. Quality Assurance: Labeled with maximum flame -spread index of 25 and maximum smoke -developed index of 50 according to ASTM E 84. PART8- PRODUCTS 8.1 INSULATION MATERIALS A. Mineral -Fiber Blanket Insulation: Comply with ASTM C 553, Type H and ASTM C 1290, Type I. B. Mineral -Fiber Board Insulation: Comply with ASTM C 612, Type IA or Type 113. For equipment applications, provide insulation with factory -applied FSK jacket. C. Mineral -Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A. D. Vapor -Barrier Mastic: Water based; suitable for indoor and outdoor use on below ambient services. E. Factory -Applied Jackets: When factory -applied jackets are indicated, comply with the following: 1. FSK Jacket: Aluminum -foil, fiberglass -reinforced scrim with kraft-paper backing; complying with ASTM C 1136, Type II. F. FSK Tape: Foil -face, vapor -retarder tape matching factory -applied jacket with acrylic adhesive; complying with ASTM C 1136. PART 9 - EXECUTION 9.1 INSULATION INSTALLATION A. Comply with all Florida Mechanical and Energy Code requirements. B. Comply with requirements of the Midwest Insulation Contractors Association's "National Commercial & Industrial Insulation Standards" for insulation installation on pipes and equipment. C. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated): Install insulation continuously through walls and partitions. D. Insulation Installation at Fire -Rated Wall, Partition, and Floor Penetrations: Install insulation continuously through penetrations. Seal penetrations. Comply with requirements in Division 07 Section "Penetration Firestopping." E. Mineral -Fiber Insulation Installation: 1. Insulation Installation on Straight Pipes and Tubes: Where vapor barriers are indicated, seal longitudinal seams, end joints, and protrusions with vapor -barrier mastic and joint sealant. 2. For insulation with factory -applied jackets on above ambient surfaces, secure laps with outward clinched staples at 6 inches o.c. 3. For insulation with factory -applied jackets on below ambient surfaces, do not staple longitudinal tabs but secure tabs with additional adhesive as recommended by insulation material manufacturer and seal with vapor -barrier mastic and flashing sealant. 4. Blanket and Board Insulation Installation on Ducts and Plenums: Secure with adhesive and insulation pins. 5. For ducts and plenums with surface temperatures below ambient, install a continuous unbroken vapor barrier. F. Plenums and Ducts Requiring Insulation: 1. Concealed and exposed supply and outdoor air. 2. Concealed and exposed return air located in nonconditioned space. 3. Concealed and exposed exhaust between isolation damper and penetration of building exterior. G. Plenums and Ducts Not Insulated: 1. Metal ducts with duct liner. 2. Factory -insulated plenums and casings. 3. Flexible connectors. 4. Vibration -control devices. 5. Factory -insulated access panels and doors. 9.2 DUCT AND PLENUM INSULATION SCHEDULE A. Concealed duct insulation shall be one of the following: 1. Mineral -Fiber Blanket: 1-1/2 inches thick and 1.5-Ib/cu. ft. nominal density. 2. Mineral -Fiber Board: 1-1/2 inches thick and 2-lb/cu. ft. nominal density. B. Exposed duct insulation shall be the following: 1. Factory applied inner liner. END OF SECTION 230700 SECTION 232300 - REFRIGERANT PIPING PART10- GENERAL 10.1 SECTION REQUIREMENTS A. Comply with ASME B31.5, "Refrigerant Piping," and with ASHRAE 15, "Safety Code for Mechanical Refrigeration." PART 11 - PRODUCTS 11.1 TUBES AND FITTINGS A. Copper Tube: ASTM B 88, Types L and ASTM B 280, Type ACR. B. Wrought -Copper Fittings: ASMEB16.22. C. Brazing Filler Metals: AWS A5.8. 11.2 VALVES A. Thermostatic Expansion Valve: Comply with ARI 750; forged brass or steel body, stainless -steel internal parts, copper tubing filled with refrigerant charge for 40 deg F suction temperature;450-psig working pressure, and 240 deg F operating temperature. 11.3 REFRIGERANT PIPING SPECIALTIES A. Moisture/Liquid Indicators: 500-psig operating pressure, 240 deg F operating temperature; with replaceable, polished, optical viewing window and color -coded moisture indicator. B. Refrigerant: ASHRAE 34, R-410A. PART 12 - EXECUTION 12.1 INSTALLATION A. Comply with requirements in Division 23 Section "Common Work Results for HVAC" for basic piping installation requirements. B. Install wall penetration system at each pipe penetration through foundation wall. Make installation watertight. Comply with requirements in Division 23 Section "Common Work Results for HVAC" for wall penetration systems. C. Install refrigerant piping and charge with refrigerant according to ASHRAE 15. D. Insulate suction lines to comply with Division 23 Section "HVAC Insulation." E. Slope refrigerant piping as follows: 1. Install horizontal hot -gas discharge piping with a uniform slope downward away from compressor. 2. Install horizontal suction lines with a uniform slope downward to compressor. 3. Install traps and double risers to entrain oil in vertical runs. 4. Liquid lines may be installed level. F. Install thermostatic expansion valves as close as possible to distributors on evaporator coils. G. Install piping as short and direct as possible, with a minimum number of joints, elbows, and fittings. 12.2 PIPING APPLICATIONS FOR REFRIGERANT R-410A A. Suction Lines: Copper, Type ACR Type L, annealed- or drawn -temper tubing and wrought -copper fittings with brazed joints. B. Hot -Gas and Liquid Lines: Copper, Type ACR or Type L, annealed- or drawn -temper tubing and wrought -copper fittings with brazed joints. END OF SECTION 232300 SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES PART 13 - GENERAL 13.1 SECTION REQUIREMENTS A. Submit Product Data, including color charts for factory finishes. PART 14 - PRODUCTS 14.1 OUTLETS AND INLETS B. Diffusers: 1. Products: a. As noted on drawings and schedules C. Wall and Ceiling Registers: 1. Products: a. As noted on drawings and schedules C. Wall and Ceiling Grilles: 1. Products: a. As noted on drawings and schedules PART 15 - EXECUTION 15.1 INSTALLATION A. Coordinate location and installation with duct installation and installation of other ceiling- and wall -mounted items. B. Locate ceiling diffusers, registers, and grilles, as indicated on Drawings. Unless otherwise indicated, locate units on center line of acoustical ceiling panels. END OF SECTION 233713 SECTION 233100 - HVAC DUCTS AND CASINGS PART16- GENERAL 16.1 SECTION REQUIREMENTS A. Summary: Metal and nonmetal ducts and accessories in pressure classes 2-inch wg or less and a maximum velocity of 2400 fpm. B. Comply with NFPA 90B for systems serving spaces in 1- or 2-family dwellings or serving spaces less than 25,000 cu. ft. C. Comply with NFPA 96, "Ventilation Control and Fire Protection of Commercial Cooking Operations," Chapter 3, "Duct System," for range hood ducts, except single-family residential usage, unless otherwise indicated. D. Comply with UL 181 and UL 181 A for ducts and closures. PART 17 - PRODUCTS 17.1 DUCTS A. Galvanized Steel Sheet: Forming steel with minimum G60 hot -dip galvanized coating. B. Carbon -Steel Sheets: ASTM A 366/A 366M, cold -rolled sheets; commercial quality; with oiled, matte finish for exposed ducts. C. Stainless Steel: ASTM A 480/A 480M, Type 316, and having a No. 2D finish for concealed ducts and No. 4 for exposed ducts. D. Fibrous -Glass Duct Board: Comply with UL 181, Class 1, 1-inch- thick, fibrous glass with fire-resistant, reinforced foil-scrim-kraft barrier, and having the air -side surface treated to prevent erosion. E. Duct Liner: ASTM C 1071, Type II, 1/2 inch thick; with an airstream surface coated with a high -temperature -resistant coating. 1. Adhesive: ASTM C 916, Type I. 2. Mechanical Fasteners: Galvanized steel pin, length required to penetrate liner plus a maximum 1/8-inch projection into the airstream. F. Joint and Seam Tape, and Sealant: Comply with UL 181A. G. Rectangular Metal Duct Fabrication: Comply with SMACNA's "HVAC Duct Construction Standard" for metal thickness, reinforcing types and intervals, tie -rod applications, and joint types and intervals. 17.2 ACCESSORIES A. Volume -Control Dampers: Factory -fabricated volume -control dampers, complete with required hardware and accessories. Single blade and multiple opposed blade, standard leakage rating, and suitable for horizontal or vertical applications. B. Fire Dampers: Factory -fabricated fire dampers, complete with required hardware and accessories. UL labeled according to UL 555, "Fire Dampers." C. Ceiling Fire Dampers: Factory -fabricated fire dampers, complete with required hardware and accessories. UL listed and labeled; comply with the construction details for the tested floor/roof-ceiling assemblies as indicated in UL's "Fire Resistance Directory." D. Smoke Dampers: Factory -fabricated smoke and fire dampers, complete with required hardware and accessories. UL labeled according to UL 555S, "Leakage Rated Dampers for Use in Smoke Control Systems." Combination fire and smoke dampers shall also be UL labeled for 1-1/2-hour rating according to UL 555, "Fire Dampers." E. Flexible Connectors: Flame -retarded or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1. F. Flexible Ducts: Factory -fabricated, insulated, round duct, with an outer jacket enclosing 1-inch- thick, glass -fiber insulation around a continuous inner liner. PART 18 - EXECUTION 18.1 INSTALLATION A. Duct System Pressure Class: Construct and install each duct system for the specific duct pressure classification indicated. B. Conceal ducts from view in finished and occupied spaces. C. Avoid passing through electrical equipment spaces and enclosures. D. Dishwasher Exhaust Duct Installation: Comply with SMACNA's "HVAC Duct Construction Standard." E. Support and connect metal ducts according to SMACNA's "HVAC Duct Construction Standard." F. Support and connect fibrous -glass ducts according to SMACNA's "Fibrous Glass Duct Construction Standard." G. Install duct accessories according to details of construction as shown in SMACNA standards. H. Install volume -control dampers in lined duct with methods to avoid damage to liner and to avoid erosion of duct liner. 1. Install fire and smoke dampers according to manufacturer's UL-approved written instructions. J. Install fusible links in fire dampers. 18.2 TESTING, ADJUSTING, AND BALANCING A. Balance airflow within distribution systems, including submains, branches, and terminals to indicated quantities. END OF SECTION 233100 Z O U D U) Z O U O LL O Z J Z O U) (D Z_ NQN ILL 0 0- Z O_ U U) Z O U W O LL O Z Z O `U) 0 Z_ Q 0 F_ G W cc STATE OF 44, C- G O LL 00 V_ M N M milli v W � LO Z Q M Y J J U Q LL. LL W J L tM = W a N V Z 0 Z_W Q� Z W Z W Z0 ap W ZO ZN ZtoLn W 0M WON W WN w�� >WJ 1 XEN LL W ❑r `VIc�❑ C] r- a a M W❑ 2 J00M XNQQ`:`: W � F- 0� 0 C] Project Number 1 8-011 Date 05/23/2018 Drawn By RCM Checked By RCM M-2 Scale AS NOTED 2"o 2"0 Nt Existing 4" sewer pipe / CMimic IRO,- - F-A 4"m 4„0 17�P-3 2" m P2 P-1 Existing 4" sewer pipe C Sanitary Line Note Provide tempered hot water, eighty five to one hundred ten degrees Fahrenheit (85' to 1101 F.) to be served from lavatory f aucet(s) as required by FBC. Approved hot water tempering device shall be provided. Heat Trap Drain with 1 pipe 1 Water Heater Details 3/4" = 1'-0" Valve 3/4" Hot Water - Relief valve 3/4" Cold water valve Valve Heat trap o-- 1" )T. P & T relief pipe to outside of building to be 6" above grade in visible location. 1" Min. air gap above pan PLUMBING GENERAL NOTES 1. ILL PLUMBING SHALL BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES. 2. F LUMBING CONTRACTOR SHALL PAY ALL PERMIT INSPECTION FEES REQUIRED FOR PLUMBING TRADE. 3. F LUMBING CONTRACTOR SHALL FURNISH AND INSTALL AIR CONDITION CONDENSATE DRAIN AND TRAP. SEE AIR CONDITION PLANS FOR LOCATION OF KNITS AND DRAINS. 4. F LUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF 1\1ATERIALS AND EQUIPMENTS. 5. COORDINATE WORK WITH OTHER TRADES. 6. E UBMIT SHOP DRAWINGS TO ENGINEER/ARCHITECT FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 7. FURNISH AND INSTALL BATHROOM FIXTURES AS SPECIFIED (BY ARCHITECT) 8. F LUMBING CONTRACTOR SHALL GUAFANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM C ATE OF ACCEPTANCE. 9. EACH BATHROOM GROUP, KITCHEN SIVK AND APPLIANCES WHICH REQUIRED WATER DISTRIBUTION SHALL BE PROVIDE WITH AIR CHAMBERS AS PER FLORIDA BUILDING CODE. 10 F ROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE 10 BE JOINED, A DI -ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. ALL PLUMBING FIXTURES TO COMPLY KITH WATER CONSUMPTION REQUIREMENTS AS PER TABLE 46-R OF F.B.C. 13. PIPING: A. BE TYPE "L" COPPER BELOW GROUND AND TYPE 'M" COPPER ABOVE GROUND B. COLD WATER PIPING DOWNS --REAM OF WATER METER SHALL BE 1" PVC SCH.40 BELOW GROUND AND TYPE "M" COPPER ABOVE GROUND. C. SANITARY WASTE AND VENT 4" AND SMALLAR SHALL BE PVC SOIL PIPE. D. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40 PVC PIPE. 14. FIXTURE CLEARANCE: A. PLUMBING FIXTURE SHALL BE INSTALLED AND SPACE IN A MANNER TO PERMIT EASY ACCESS FOR CLEARING AND FOR THE INTEDED USE, AND SHALL BE SET WITH THE FOLLOWING MIN CLEARANCES. B. CLOSET BOWLS AND THE ROUGHING OF BENDS SHALL BE SPACED A MIN OF 15" FROM THE CENTER OF THE BOWL TO ANY FINISHED OR STALL COMPARTMENT WALL A MIN. OF 12" FFOM THE CENTER OF THE BOWL TO THE APRON OR EDGE OF A TUB AND IN BATTERY INSTALLATION A MIN. OF 30" C/C OF BOWLS. C. THERE SHALL BE A MIN. CLEARANCE OF 21" FROM THE FRONT OF THE BOWL TO ANY FINISHED OR STALL COMPARTMENT WALL, DOOR, OR OTHER FIXTURE. C. PEDESTAL. STALL AND WALL -HUNG URINALS SHALL BE SPACE A MIN OF 15" FROM THE CENTER OF THE URINAL TO ANY FINISHED OR STALL COMPARTMENT WALL AND IN BATTER" INSTALLATIONS AND MIN OF 30" C/C OF THE URINALS. E. THERE SHALL BE A MIN. CLEARANCE OF 18" FROM THE FRONT OF THE PEDESTAL URINALS AND 21" FROM THE FRONT OF A STALL OR WALL -HUNG L RINAL TO ANY FINISHED OR STALL COMPARTMENT WALL, DOOR OR OTHER FIXTURE. F. LAVATORIES SHALL BE SPACED A VIN OF 4" FROM ANY FINISHIED OR STALL COMPARTMENT WALL, MIN, OF 2" FROM A TOUB AND A BATTERY INSTALLATION A MIN OF 4" BETWEEN LAVATORIES. C-. THERE SHLALL BE A MIN. CLEARANCE OF 21" IN FRONT OF ANY LAVATORY AND ANY FINISHED OF STALL COMPARTMENT WALL, DOOR OR OTHER FIXTURE. 15. TABLE 704.1 SLOPE OF HORIZONTAL DPAINAGE PIPE E IZE(inches) MINIMUM SL)PE(inch per foot) 21/2 or less 1/4 3 to 6 1 /8 8 or larger 1/16 16. EACH LENGTH OF PIPE, AND EACH PIP FITTING, TRAP, FIXTURE AND DEVICE USED IN A PUMBING SYSTEM SHALL HAVE CAST STAMPED OR INDELIBLY hIARKED ON IT THE MARKER'S MARK OR NAME, THE WEIGHT, TYPE, AND CLASSES OF THE PRODUCT WHEN SUCH MARKING IS REQUIRED BY THE APPROVED STANDARD AND APPLIES. 17. WATER DISTRIBUTION PIPE SHALL CONFORM TO NSF 61 AND SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 605.4 OF THE FLORIDA FLUMBING CODE. 18. TABLE 604A MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS FLUMBING FIXTURE MAXIMUM FLOW RATE OR QUANTITY OR FIXTURE FITTING Lavatory, private 2.2 gpm at 60 psi Lavatory, public, (metering) 0.25 gallon per metering cycle Lavatory, public (other than metering) 0.5 gpm at 60 psi Shower heada 2.5 gpm at 80 psi Sink faucet 2.2 gpm at 60 psi Lrinal 1.0 gallon per flushing cycle Water closet 1.6 gallons per flushing cycle 19. TABLE 710.1(1) BUILDING DRAINS AND SEWERS MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS CONNECTED TO ANY PORTION OF THE BUI -DING DRAIN OR THE BUILDING SEWER, INCLUDING BRANCHES OF THE BUILDING DRAINa CIAMETER OF SLOPE PER FOOT PIPE (Inches) 1/16 inch 1/8 iich 1/4 inch 1/2 inch 1 1 /4 - - 1 1 1 1 /2 - - 3 3 2 21 26 21 /2 - 24 31 3 36 42 50 4 180 216 250 5 390 480 575 6 - 700 840 1,000 8 1,400 1,600 1,920 2.300 1 ) 2,500 2,900 3,500 4.200 1 ? 3,900 4,600 5,600 6,700 1 i 7,000 8,300 10,000 12.000 Plumbing notes 1/4" = 11_011 L.Keynote Plumbing Fixture Schedule Description I HWFU CWFU WFU P-11 Shower Lavatory - Wall 0.5 Mounted Toilet 0 P-2 0.5 1 P-3 5 4 -ABLE 71( A(1) BUILDING DRAINS AND SEWERS MAXIII01JIA NUFABER OF DRAINAGE FIX T URE UFJITS CONNECTED TO ANY PORTION OF THE BUILDING DRAIN OR THE BUILDING SEVVER. INCLUDING BRANCHES OF l.HE BUILDING DRAINS Slope per foot DIAMETER OF PIPE (incies) r- y inch r pinch _ inch inch ' - - - 3 - - 21 - - - - 24 - 36 42 5! - 180 216 1 260 - 390 180 576 - 700 040 1 000 8 1.400 1600 1920 2300 1) 2.500 2 900 3 500 4.200 12 3,900 4.600 3 600 1 6 700 1 : 7 000 8 300 10 000 12 000 _o H IZ U) Z 0 U w W W Q 0 CC O I- U z_ OU = W W 0 U Z - W ~ W :E Q W H U-)rn J U Z m co e_1 N N N o M O LL a Q ~ N N rn (n r--4 00 w Z = O O C:) CF) X � L +-', _i CQ G i Lr) 00 M O u U � U J W 0 LL U W 1 0 CL 0 0 IZ 0 SEAL U D LLJ 0 r-i qzt Ln rn m J U_ Ln J J I� CL W J LL W LU IL rH ro C N U U L ca L y (a U V O t M i > N L (ts r M M (B L O 0 � ILL_ Ch Cc00 Q E� cU � H (h �00 O X r- (6 a) LL :3 (V U) o0 -O w� W rn b am0 ca M L c- 0 00 ILL N 0 M Q- O ro a ALVARO RODRIGUEZ ARCHITECT AR95835 3603 W. FLORA STREET. SUITE 101 TAMPA FLORIDA 33614 TELEPHONE (813) 389 8082 DATE: 02/23/2018 JOB N: 02418 PLUMBING PLAN Sheet P-1 - 1 o! 1"o i L p T i T Existing 1" PVC Water Line —180 I T I °gn ---I J 1 "o— / Existing 1" PVC Wat 1 Water Line 0 Z > 1/8" = 1,_0" Hot Water Cold Water n Pipe Legend 3/4" = 1'-0" �;l ; 1 0 F- c/) z 0 U) a. U w > 0 w cr w 0 W N O u O U pWC l�0 N Z N Ln U c~cn i) M CO Ln O n tx = M p O ~ V O X Lr) DC Z LL 00 1uj V 1= w 1= a m Z w J V O LLJLr) N W r4 �W.-T V M m LL vi J J_ _ a. N Q LL- Lu LLJ LL Ict cn : oM CO LL M M C t7U Q no o X Q) LL �oo ()0 (1) 00 cy) L �- O op LL N C O o co ce) I — SEAL 2010 ALVARO RODRIGUEZ ARCHITECT AR95835 3603 W. FLORA STREET. SUITE 101 TAMPA FLORIDA 33614 TELEPHONE (813) 389 8082 DATE: 02/23/2018 JOB N: 02418 PLUMBING PLAN t Sheet P-2 I I I 1 1 1 1 J_L-�� I I T I i I I I I ITT P I � It f Tor 111 � I qu - � :, I I t � , 11 1 1 1 1 1 1 1 IqW I I 0 9