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HomeMy WebLinkAboutB18-0086_REV1 Approved Plans_1530218768.pdf :-== i) •* ♦ ' i i;1 litaillin nia I I ilitrill4iii t Milla I II I k' 06/28/18 Nik t _ i__ _ / 0 '. I Nily Inh:;;Z ,� .,ter+ 0 It! 0 0 0 A B = 0 tif v `' \ • I = I 0r 1 - U \ Z \_ ,/ I /� - ,/ I�� A = IL _ / I ,A /I ° / .,, z I / / I I( / I =1 - �•vEXISTING ..- i= til LiQ Q ... Monroe & Newell mom 0 r Engineers, Inc. Q v of NEW STAR OP. 1 7 r0 g o., O I ` o) L'_ --- 4 Avon ® r0 P.o.BoX 1s97 NEIN ��%' 70 Benchmark Road,Suite 204 Avon,Colorado 81620 r (970)949-7768 0 I O / EMAIL avon@monroe-newell.com \ Anil 4, 0 R 2 NEW 8XI0 0- -_ AT_2'-O" AX.10-) 1 'I - Denver to �} 1400 Glenarm Place,Suite 101 Z NEW 8X10 N 6 Denver,Colorado 80202 UXJ 51 '� - I NEW HSS 5X5X3/8 (303)623-4927 --NEIN- ;- Si N �',fr` X-BRACE 1RE: 1/51.0 / ` _ EMAIL denver@monroe-newell.com —_ _—_—L _— 1 _ __ _—_ ___JII I _— �! 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NEW HSS 4X4 COLUMN + -' `+"��''t O,7 ��� 1. EXISTING CONCRETE HSS 5X5X3/8 WITH i ;t ` �\� 06/28/18 FLOOR SLAB AND V SLOTTED ENDS TYPICAL ` f. © BAR JOISTS NOTi7L 3/16 AU I • SHOWN FOR CLARITY EXISTING JOIST / REMOVE EXISTING r I] `''11 :-.,* 1 :-, ,' HSS 4X4X1/4 STAND- \\ // / STEEL BAR JOIST AS �tE�'• ' NEW I" X 5" X I'-O" \ \ \ / t+ REQUIRED h-. G OFF EACH SIDE OF \ \ lop!"' BASE PLATE (WELD JOIST BEARING (CENTER \\\\\\ �'/ '' EXISTING CONCRETE � � I TO (I)-STANDOFF UNDER NEW COLUMN) , / 1 i ONLY AS SHOWN) . \\\\ \ \� // /� SLAB-ON-METAL DECK 1II 1 1 3/16 V ' �,3/16 I/ \ '' , /''//'' I I I I <,.- ,p Q iii am 1 ' \/' �\ / \ �\ / \ �\ / \ / �\ �\ / VERIFY IN I TYP. , / IELD I/2" RETURNS 1/4 v4" MIN. / x / 3/8" X 7" X I'-10" /1/4 V AT TOP ONLY J ' // / / \ \ \ -- I � II // //// / \ \\ EXISTING STEEL BAR 1 / ' \ \\ JOIST EXISTING STEEL G EXISTING STEEL ///,/' \ \\\ NEW FLOOR FRAMING 1 \ BEAM BEAM / / \\ \\ EXISTING BAR RE: PLAN I -- /;/- 1 /� // \\ \ \ JOIST TO REMAIN EXISTING 6" XXS / \ 3/16" X 4" X 4" WEB - __ PIPE COLUMN EXTENSION (REMOVE ---‘--- SECTION C-C FLANGE AS-REQUIRED) (2)-L4X3 I/2X3/8 X 5 1/2" I - '" RE: 3/S1.1 FOR WELDED -�fa_ii—iti� BEAM CONNECTION ,� J_ SECTION�l I 12 SECTION e SECTION 5 EXISTING 6" m XXSI `, EXISTING STEEL BEAM PIPE COLUMN 3/4" = I'-O" 3/4" = I'-O" 3/4" = I'-O" NEW L4X3 I/2X 3/8 X FIELD VERIFY EXISTING I 5 1/2" CONNECTION WITH --REMOVE EXISTING ENGINEER PRIOR TONEW STEEL BEAM STEEL BAR JOIST AS CONSTRUCTION --RE: PLAN 1/41/4" MIN. -REQUIRED - NEW 3/5" WEB STIFFENER EXISTING STEEL BEAM EACH SIDE OF WEB -RE: PLAN EXISTING CONCRETE SLAB-ON-METAL DECK ;I \\- 1 I_VI � 1 <CJP SECTION 1 3/4" = 1'-0" Monroe & Newell Engineers, Inc. 7EXISTING CONCRETE` \ 3'-5^/ A SLAB-ON-M TAL DECK NEW 5/8" X 5" X I'�" \ P.O.Bo N:509,1-; BEARING PLATE \ NEW 3/8" X 5" X 8" 70 Benchmark Road,Suite 204 \ \\ GUSSET PLATE I Avon,Colorado 81620 70) 8 vv vv EMAIL avon@monrrooe-ewell com \ \ 1/4 >3" NEW STEEL BEAM \\ \ EXISTING BAR NEW PLAN \ \ \ JOIST TO-REMAIN \ \ Denver \\ \ 1/4 3/16" X 2" X 4" WEB 3/161/ \ (`R 1400 Glenarm Place, Suite 101 \ EXTENSION (REMOVE Denver,Colorado 80202 NEW HSS 5X5X3/8 FLANGE AS REQUIRED) vvv v vvv STEEL BEAM-RE: PLAN (303)623-49270202 EMAIL denver@monroe-newell.com COLUMN // \ \ \ (2)-L4X3 1/2X3/8 X 5 I/2" // 'RE: 3/S1.1 FOR WELDED NEW HSS 5X5X3/8 BEAM CONNECTION BRACE WITH SLOTTED ENDS SECTION Kms/ SECTION 1 O 3/4" = I'-O" 3/4" = I'-O" 2I SECTION 2 4U \ \ \ HSS 5X5X3/8 \\\\\\\ BRACE WITH SLOTTED rCi CU 0 \ \ ENDS _ -411 \ 3/8" X8" X 10" GUSSET 0_ —CA —Pm EXISTING STEEL \ \ PLATE BEAM-RE: PLAN 1/4 v4" MIN. \\\ri\ I/4� \\\ 3/8" X 5" X 8" BEARING4 L \ \ PLATE ON I" NON-SHRINK ° • E GROUT 0 (/ 11 I --v-immi CD (2)-L4X3X3/8 X 5 1/2" Ce 0 ..,,,,iiiiio,„ / ANWIMI A 1/4 > //'%// EXISTING 6" <D XXS ` \ STEELi • J ` // BE AM RE: PLAN / PIPE COLUMN 0 mimia • 1/4 4" MIN. V/I --RE TURNS /' ' NEW 3/8" X 8" X 10" 1/q ATI/2"TOP ONLYTICS/ / GUSSET PLATE It .,)C > / FILL SPACE EXISTING 6" 4' XXS /' / / NEW HSS 5X5X3/8 BRACE BETWEEN UNDERSIDE OF PIPE COLUMN//,�/ WITH SLOTTED ENDS METAL DECK AND STEEL CUnrunt__ BEAM WITH NON-SHRINK / / GROUT UNDER BRACE /�/ // BEARING PLATE WITH -2- // NON-SHRINK GROUT Ui 5- CT ION 1 SECTION 11 3/4" = 1'-0° SECTION ,4-,4 3/4" = I'-O" //'�/,' SECTION NEW HSS 5X5X3/8 BRACE /,/ ' Date 02/22/2010 � NEW HSS 5X5X 3/8 ,/' ',/' Drd+Arn By ON COLUMN ///7// Checked ByMS/ H3 3/8" X 8" X 10" , ' / , ' , I GUSSET PLATE / / (2)-L4X3 1/2X3/8 X 5 I/2" .�I 2 �� , p I/4 �4" MIN. SLAB-ON-METALPlrgject Nq. 11147 REMOVE EXISTING /� / CONCRETE SLAB 1"RETURNS TOP DECK-RE: PLAN �` Lo c ON METAL DECK B / /,% AND BOTTOM 3/I6' Reyision(� AS-REQUIRED FOR / EXISTING CONCRETE (SiNEW COLUMN REPLACE I/2" X 6" X 6" SLAB ON METAL DECK o WITH NON-SHRINK GROUT BASE PLATE SET ISSUED 02/22/2010 N 33/16 / ' REVISION 0 /05/2010 1 V ammtni. � ,A REVISION 0001/2010 0 ► REVISION 0014/201 Q ' TOP AND BOTTOM STEEL BEAMRE: PLAN 1 0 REVI ION 06/07/2010 E SECTION B-B FILL SPACE B /N N\4>6" MINCC BETEEN UNDERSIDE �'��� CO OF METAL DECK AND NEW 3/8" WEB STEEL BEAM WITH STIFFENERS UNDER NEW NON-SHRINK GROUT COLUMN U (6 C EXISTING STEEL BEAM CO 3 SECT ION 8 4 0 3/4" = 1'-O" 5L CT I ON 4 2 N- .1- s- ,- .- a: - v ,,alti OF pi id.;g"44.. *„.15 gt GENERAL NOTES : -""'-''=-ti�. , 1. LIVE LOADS USED IN DESIGN: E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS " `' E'"�-"� STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS D1.1. ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. ' „�; -*,3 A. ROOF 100 PSF 3/5" WEB STIFFENER -- -_ 06/28/18 F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS J. PRE MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL I I/2" BEYONDMani I ' B. TYPICAL FLOOR 40 PSF FILLET UNLESS NOTED OTHERWISE. HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND I/2"-R TURN FLANGE OF EXISTING 111140 - `4"►""a_ ' / TOP AND BEAM FOR NEW HSS I/ . Noilp SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL I/2" X6" X10" 1/4 V BOTT M CONNECTION EACH END � %4 ' ,'• (f C. RISK CATEGORY II G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED Q SEISMIC FACTOR IE 1.0 SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR PLATE 11 `� � SNOW FACTOR IS 1.0 ADDITIONAL REQUIREMENTS AND CRITERIA. I 1/4q/12" AT 4" 3" ���,�I„ H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL MIN_ �Y� _IN. NEW STEEL BEAM (2)-I/2" <D EPDXY D. WIND STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR ANCHORS ON I" SHIM WIND SPEED, Vult 115 MPH (ULTIMATE) LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT I 'RE: PLAN AND C3ROUT EXPOSURE B LATERAL SYSTEMS AND DECKS ARE IN PLACE. \ II INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18 \ II EXISTING CONCRETE til I. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP II I SLAB E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONSA I TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. F. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. 8 . g. ,1 • • I 6. METAL DECK 2" AT 5" 2. TESTING, INSPECTIONS AND OBSERVATIONS: / 6.'-0" 4'-O" NEW HSS BEAM A. UNLESS NOTED OTHERWISE, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE OF NEW 3/5" WEB S IFFENER EXISTING BEAM TO q" ARE: PLAN A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM EACH SIDE OF =EAM BR ESUPPOTE CUT DED �MA� EXISTING BEAM STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED. DECK SUPPLIER SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. 2,_0,. EXISTING BEAM 1/2" X 5" X 10" PLATE I AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY WITH (4)-3/4" m THRU- CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN411( NBOLTS PACK OUT SPACE ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS BETWEEN UNDERSIDE B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS EXCEPT AS NOTED OTHERWISE. NEW HSS 4X4XI/4 OF METAL DECK AND SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. I EXISTING STEEL BEAM 1. STEEL CONSTRUCTION - COMPLY WITH AISC 360, CHAPTER N. C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS. e, - - _ _ WITH NON-SHRINKGROUI ��� � a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 1. ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8" AT NEW BEARING EXCEPT THE FOLLOWING: PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM). /I 1. LOCATIONS 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS (SIDELAPS) I © ®� I ACCORDANCE WITH AISC 360, CHAPTER N. SHALL BE WELDED (SCREWED, ENGINEER TO VERIFY) PER MANUFACTURER �// + I EXISTING STEEL A NEW HSS BEAM BEAM b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT RECOMMENDATIONS AT 5 LOCATIONS PER SPAN. 3/4" = 1'-O" DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8" B5/5" X 5" X 10" // // NEW 1/2" X 4" X 4'-0" RE: PLAN .411EARING PLATE / // -REINFORCEMENT WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE DIAMETER PUDDLE WELDS AT 12" ON CENTER. / / VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE // / / PLATE 1/417-12" AT 5" I 1/2" METAL DECK MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS 7. LIGHT GAGE FRAMING // if/ / RE: PLAN IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. I / / I/4 >2" 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE // / // © PAVERS RE: ARCH, DRAINAGE AND 2. FLOOR AND ROOF DECK WELDING. DRAWINGS. ////f/ I,1/4 WATERPROOFING SECTION E C T I O�I j 3. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM. / / RE: ARG H, t/ I �4 I II' 4. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, // / // NEW HSS MEMBERS SUCH AS STUDS AND JOISTS. LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI. // / BRACE 1. '.l��l �� :� �. 5. WELDING OF STAIRS AND RAILING SYSTEMS. / / `���'� "'®3 ieee®"""®"""'I Monroe & Newell c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND C. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, // / // EXISTING 6" m XXS -�����w-www. NEW PAVERSYZE: ARCH, MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. / / PIPE COLUMN "- VERIFY EXISTING-ROOF Engineers, Inc. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH ,, , NEW DOOR AND WALL DECK CONSTRUCTION THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS D. ALL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR FsRAMING'RE: ARCH. WITH ENGINEER PRIOR Avon BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF LIGHT GAGE METAL FRAMING. '-;-....-1-, _ TO CONSTRUCTION JOINT DETAILS AT EACH CONNECTION. "REMOVE EXISTING P.O.Box 1597 .11 e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS 8. NON-SHRINK GROUT TYP,>1/%41/7,2" ROOF DECIDING EXISTING CONCRETE 70 Benchmark Road,Suite 204 AT 6" \,2>N.3, © STEEL BEAM'RE: PLAN Avon,Colorado 81620 SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS ANDAS-REQUIRED SLAB-ON-METAL DECK (970)949-7768 MANUFACTURER'S CERTIFIED MILL TEST REPORTS. A. NON-SHRINK GROUT SHALL BE PROVIDED: E: 5/51JFOR WELDED EMAIL avon@monroe-newell.com f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. �`, LBEAM CONNECTION OPTION I (2)-L4X3 I/2X3/5 X 5 I/2" 1 WITH (2)-3/4" op THRU- FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. BOLTS CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTHDenver SECT ION A-A jS 1400 Glenarm Place, Suite 101 OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. HSS COLUMN RE: PLAN Denver,Colorado 80202 (303)3. CONCRETE �� OO SECTION roe-n wells 623-4927 9. WOOD �� 1 EMAIL denver@monroe-newell.com A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY 3/4" = 1'-O" \- WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. BUILDING CODE AS FOLLOWS: SECTION e F I SLABS-ON-METAL DECK 3500 psi STD 0.50 --- 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 3/4" = I'-O" 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI a B. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NEW HSS 5X5X3/5 WITH EXISTING (OR 57,000 F'C NORMAL WEIGHT CONCRETE). GENERAL CONTRACTOR TO PROVIDE NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR SLOTTED END ROOF JOIST THE ENGINEER OF RECORD WITH MODULUS OF ELASTICITY TEST RESULTS. TO ALLOWABLE STRESS INCREASES. , 8 C. CALCIUM CHLORIDE SHALL NOT BE USED. FLYASH (CLASS C) SHALL NOT BE USED. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND IF / POZZOLANS SHALL NOT BE USED WITHOUT PRIOR APPROVAL BY ENGINEER OF RECORD. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). / / 1/4 > SECTION 2 a) IF APPROVED, POZZOLANS SHALL BE LIMITED TO 10)% OF CEMENT CONTENT BY EXISTING 6" or) XX / / WEIGHT IN ELEVATED STRUCTURAL SLABS AND _(25)_% IN ALL OTHER STRUCTURAL C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. PIPE COLUMN / , I 1 1/2" = I'-O" U ELEMENTS. IF CONCRETE SUPPLIER PROPOSES USE OF POZZOLANS HE SHALL PROVIDE / / ^`-- OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. / / 1/4 I4" MIN. 41'-0" (V�/] 0 SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS / 4TH FLOOR D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A IS REQUIRED. / / - - - - HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF TDP OF / / / Dm 73n -Prrt SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE EXISTING E XISNG WIC55 SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE TABLE 2304-10.1 UNLESS NOTED OTHERWISE. CONCRET 1 /////f/ = GJP \ / \ IINNI ‘111/ ENGINEER. - Z r / / // F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL / 10 NEW COLUMN RE: PLANto E 0 NEW3/5" X6" Xq" WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD k.� GUSSET PLATE EXTENSION ® k ® I".) WITH 1/2" X 5" X 10" STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF ASSOCIATION. t0 BEARING PLATE WITH a) /t CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE EXISTING 3/5" GUSSET (4)-3/4" m THRU-BOLTSIti:e [�/] AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PLATE X F. SHORING OF ELEVATED CONCRETE TO REMAIN UNTIL CONCRETE TESTS, CURED U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS Z\ U�) (WO) UNDER JOB-SITE CONDITIONS, HAVE BEEN TESTED AND INDICATE 100% OF THE WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE ,_ _ 0 NEW STEEL BEAM REQUIRED MODULUS OF ELASTICITY. WEATHER SHALL BE OF THE EXTERIOR TYPE. , _„,_ „_ ".. RE: PLAN 3: (Fin 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED A (,)X G. SHORING AND RESHORING OF ELEVATED CONCRETE IS RESPONSIBILITY OF GENERAL WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG in EXISTING CONCRETE0 4-) 41‘ CONTRACTOR. INTERMEDIATE SUPPORTS. N =J SLAB • 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED © SECTION e 0 ` iSi‘l A r H. SHORING OF STRUCTURAL BAY CONTAINING CONSTRUCTION JOINTS AND/OR POUR WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG \ I` C STRIPS TO REMAIN IN PLACE UNTIL SLAB CONSTRUCTION IS COMPLETE. INTERMEDIATE SUPPORTS. 3/4" = I'-O" Sto 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR I 4. REINFORCEMENT OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL Z X all) ::::) EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES V1 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM SHALL BE BLOCKED. 6'-0" 5 CS) 31'47" A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN 6'-O" m 51.0 3RD F LOOK© DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. -2- 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. E XISNG 12><b5 _ LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. , ` EXISTING FLOOR 10. NON-STRUCTURAL ELEMENTS FRAMING C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH �� `� OF ACI 318, LATEST EDITION. A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR 5 gh SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR OTHER STRUCTURAL MOVEMENTS. Mr Mr AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL SECTION 3 BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 3/4" = I'-O" OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED Z U Z Date 02/22/2010 UNRESTRAINED UNLESS NOTED OTHERWISE. Q. F E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN : J e _ J CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT 11. GENERAL O O Dlrel*n By AVN EACH CORNER. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. Z d km Z d Checked By M5/ HS F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS tfl d k ln d FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND in d ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND W X 1n W X NEW STEEL BEAM P'rq�ect Nq. 11147 5. STRUCTURAL STEEL REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. X . X "RE: PLAN WITH (2)- 6,3 5/5" P X 4" TI TEN HD ReVisibn6 N A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER 13 CONCRETE SCREW ,-Ico WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS Q .2 22'-O" ANCHORS ON I" SHIM SETe�� o D C3 SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON 51.0 2ND FLOOR ANC) EXISTING CONCRETE ISSUED a2a2a1 C EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR /--- �, SLAB MISCELLANEOUS STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 UNLESS SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF \ I REVISION 0005/2010 NOTED OTHERWISE. MISCELLANEOUS EMBEDDED STEEL ITEMS SHALL BE A36 STEEL HIS ITEMS. / 1 11 o UNLESS NOTED OTHERWISE. l I \ ^� / EXISTING W12X45 �� ORE' I ION 0001/2010 01/2018 c D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, LT„ Q v B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ' CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36 UNLESS ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED 3 REVISION 05/14/2010 p NOTED OTHERWISE. BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. IS'-11" U / EXISTING STEEL BEAM I A REVISION 06/07/2010 C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL 'RE: PLAN o LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN aW. REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. mm ct D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS SHOP DRAWINGS NOT REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO SUBMITTING r__ _....._!.., - PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC WILL BE RETURNED AND NOT REVIEWED. S C N E M,4 T I C BRACE FRAME EXISTING 6" m XXS "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) ` I PIPE COLUMN TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE F. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE II�`Il mo E NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM N.T.S. AND SPAN FOR NON-COMPOSITE MEMBERS. G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR °o WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. ION S 11 4, 0 mSUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD 3/4" = 1'-O" v THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE CONDITIONS AND ARCHITECTURAL DRAWINGS. STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. kl CIF I/4 ii.P. 1111 ,11111:115A eft Sequence of Operation RADIANT ZONE SChDULE UNIT 3/4) ACCESSOREs AHJ Stamp( SOIL I TEMP/PRESSURE GAUGE 4 OUTDOOR AIR RESET -1Q0D-o- MARK ROOM(S) EFFECTIVE BTU/H BTU/H GPM TUBE TOTAL #OF LOOP GPM/LOOP P.D. HEADER TUBING FLOOR I 2 - PRESSURE RELIEF YALvE (30 P5U 5 - 30% PROPYLENE GLYCOL 1. Thermostats AREA(SF) PER 5F CENTERS LENGTH LOOPS LENGTHS (FT) SIZE SIZE COVERINGS 3 - ASME RATED (1-I-STAMP) 6 - HIGH ALTITUDE KIT 4 CONDENSATE NEUTRALIZER 06/28/1B a. See "Thermostat Schedule" on sheet MO.1 to determine which thermostats perform which Rz-I MUD ROOM 113 1400 12 0.I 12 113 I 113 0. I 0.2 3/4" 1/2" RE: ARCH SYM. TYPE S.L. INPUT OUTPUT DELTA Q•cl\ ELEC. MANUFACTURER ACCESSORIES functions. Thermostats shall be programmable type and approved by owner. RZ-2 BED 3, BATH 3 269 3200 12 0.3 12 269 2 135 0.2 0.2 3/4" 1/2" RE: ARCH MBI-1MBI-1T . ,•() MODEL RZ-3 BED 2, BATH 2 294 5200 18 0.6 12 294 2 147 0.3 0.6 3/4" 1/2" RE: ARCH b. Line voltage thermostats shallbe provided by mechanical contractor and wired by electrical RZ-4 MASTER BED, MASTER BATH 321 7400 23 0.8 12 321 2 1 6 1 0.4 I .2 3/4" 1/2" RE: ARCH contractor. RZ 5 LIVING WEST 526 8800 17 0.9 12 526 _ 3 175 0.3 0.9_3/4" I/2" RE: ARCH -1 CONDENSING 155 145 30 �� 120/1 LOCNINV,4R 1, 2, 3, 4, 5, 6 •c. Coordinate thermostat options with Owner. The intent is to use non-Mitsubishi thermostats, RZ-6 LIVING EAST, DINING, KITCHEN 944 22200 24 2.4 12 944 4 236 0.6 3.8 3/4" 1/2" RE: ARCH (UNIT •3/4/6) GAS BOILER 0.5 A I.UHN-156 one per heating/cooling zone, that can control radiant heat as first stage of heat,fan coil as 7 ENTRY, POWDER, LAUNDRY, HALL 399 1900 5 0.2 12 399 2 200 0. 1 0.1 3/4" 1/2" RE: ARCH EQUALS: LOCHINVAR, TRIANGLE TUBE, BUDERUS. second stage of heat, and coilas first andsecondstages ofcooling. ProvideMitsubishiRz-8 BED 5, BATH 5 23 1 2800 1 2 0.3 1 2 23 I I 23 I 0.3 I .1 3/4" I/2" RE: ARCH g fan gRZ-9 BED 6, BATH 6 238 2900 12 0.3 12 238 1 238 0.3 1 .2 3/4" 1/2" RE: ARCH OM I CV controls and relays as required (Mitsubishi PAC-US444CN-1 thermostat interface). RZ-1 0 BED 7, BATH 7 312 4700 15 0.5 12 312 2 156 0.2 0.5 3/4" 1/2" RE: ARCH CA in KZ-I 1 BED 4, BATH4 305 4200 14 0.4 12 305 2 153 0.2 0.4 3/4" 1/2" RE: ARCH w 2. B-1 Gas Boiler TOTALS 3952 64700 1 6 6.9 3952 22 3.8 LLAT 1 AT S 104W Z NOTES: FLOOR COVERINGS Z a .Upon a call for heating, B-1 shall be enabled& modulated by integral controls to maintain vi in SEE MECHANICAL ZONING PLANS FOR DETAILED ZONE LAYOUTS. C = CARPET S = STONE CONC = CONCRETE SYM. DESCRIPTION STORAGE RECOVERY DOMESTIC BOILER MANUF. 4 MODEL REMARKS >- Y w (GALS) (GFH) CONDITIONS CONDITIONS HWS setpoint at TS-1 temperature sensor. U.N.O. ZONES INCLUDE ASSOCIATED BATHS. CLOSETS zt HALLS. W = WOOD T = TILE51 .,, U _ b. HWS setpoint shallbe reset based on outdoor temperature (140°F @ -20°F to 90°F @ 70°F, i- I- , .-N I- adj). INDIRECT-FIRED 100 DEG RISE 180 DEG LOCHINVAR 0 0 UJH-1 2 c. Boiler shallbe ramped up to 180°F (adj) upon a call for domestic hot water heating. (UNIT 3/4/6) 113 87 40*F ELUT -1 GPM c� U >� ir DOM. HEATING 140�F LWT LIFT. P.D. SIT1190 � d. Domestic hot water shallbe prioritized. Upon a call for water heating from temperature sensor RADIANT ZONE SCHEDULE (UNIT G) 2 - z TS-2a or TS-2b (mounted at WH-1 & 2 water heaters), P-lb shall start, associated 2-way zone MARK ROOM(5) EFFECTIVE BTU/I-1V BTUM GPM TUBE TOTAL # OF LOOP GPM/LOOP P.D. HEADER TUBING FLOOR EQUALS: LOCHINVAR, STATE, A.O. SMITH, RHEEM. C7 �Q k ) O valve shall open, and P-1 a shall be temporarily disabled, thus disabling radiant floor heating AREA(SF) 1 PER SF 'CENTERS LENGTH LOOPS LENGTHS (FT) SIZE SIZE COVERINGS • > 0 until domestic hot water call is satisfied. RZ-12 UNIT 6 LOFT 626 10 100 16 I . I 12 626 3 209 0.4 I .4 3/4" 1/2" RE: ARCH i RZ-1 3 UNIT 6 MASTER BED, MASTER BATH 248 7700 31 0.8 12 248 2 124 0.4 I .0 3/4" 1/2" RE: ARCH /� ` Wz ILL (L RZ-1 4 UNIT 6 BED 9, BATH 9 300 5300 18 0.6 12 300 2 150 0.3 0.6 3/4" 1/2" RE: ARCH A I S P A ATO S Nc _ a 3. Radiant Floor Heating KZ-15 UNIT 6 BED 10, BATH 10 258 3100 1 2 0.3 12 258 2 129 0.2 0.2 3/4" 1/2" RE: ARCH CC ,1-k In a. Upon a call for heating, associated on/off control valve shall open and P-2 pump shall start, TOTALS 1432 26200 18 2.8 1432 9 1 .4 SYM. SERVES RECOMMENDED GPM P.D. MANUF. 4 MODEL REMARKS W `_ I- NOTES: FLOOR COVERINGS3 B-1 boiler shallbe enabled. MAX GPM (FT.) Z 9 SEE MECHANICAL ZONING PLANS FOR DETAILED ZONE LAYOUTS. C = CARPET S = STONE CONC = CONCRETE v U.N.O. ZONES INCLUDE ASSOCIATED BATHS, CLOSETS $ HALLS. W = WOOD T = TILE 4. Pumps ,AS-1 5-1 BOILER SPIROTHERM 0--) /\ 1 e) a. P-la B-1 boiler pump: on whenever boiler is called to fire for radiant heating. (UNIT 3/4/6) 15 VARIES 1 VJR-125TM (1-1/4") W ,0 0 in I- b. P-lb WH-1 & 2 water heater pump: on upon a call for DHW heating from TS-2a or TS-2b EQUALS: SPIROTI-TERM, TACO, BELL 4 GOSSETT, CALEFFI. (`^N' 00 o temperature sensors. DHW shall be prioritized. " ' IQ '-N N c. P-2 radiant heating pump: on whenever there is a call for heat. X 1 1 A LJ S T 1 ANS d. RP-1 reciculation pump: shallbe controlled automatically by integral controls & temperature I a ( wt. 0 sensors. FAN !� ,N 0`I X FAN ION TAN<S �, z w MANUFACTURER Q 0 C/ - -' ,`� SYM. DESCRIPTION MODEL NO. Q 4 0� �• Q 1- 5. Fans CFM SP SL W/A/HP VOLT SONES 44' ��Q U ,0 SYM. SERVES MOUNTING ACCEPT. TOTAL MANUF. 4 MODEL REMARKS PE Stamp _i z a. EF-1 bath exhaust fans shall each be controlled by an on/off wall switch. VOL. (GALS) VOL. (GALS) 01 0 BATH PANASONIC a 6. FC-1, 2, 3, 4, 5, 6, 7, 8 & 9 Fan Coils (Direct Drive,Single-Zone) & HP-1 Heat Pump EF-1 EXHAUST 62 0.25" 15 W115/1 0.5 FV-08VQ5 A 1 A 1 ET-1 5-1 BOILER FLEXCON I- Q a. COOLING: Upon a call for cooling, associated fan coil blower shall start and HP-1 heat pump (UNIT 3/4/6) FIFE 6.0 15.0 HTX 90 0 0 shall be enabled.Heat pumpshall modulate as directed byintegral controls to meet the coolingDAMPER: SUPPORT:1. RIGID DUCT RIGID CONNECTION: CONTROL: I- (>_ g A. INTEGRAL GRAVITY 1. RIGID SUPPORT A. RIGID 1. RE: SEQUENCE ET-2 DOMESTIC SYSTEM FLEXCON I- ry load. BACKDRAFT DAMPER 2. NANG UNIT WITH NEOPRENE B. FLEX DUCT (UNIT 3/4/6) FIFE 4.5 9.0 PH 250 Upon a call for second stage heating radiant shallbe first stage of heating, provide B. EXTERNAL GRAVITY ISOLATORS C. FLEXIBLE CANVAS DUCT m Q b. HEATING: U p g g( g g, p BACKDRAFT DAMPER 3. HANG UNIT WITH SPRING CONNECTORS EQUALS: FLEXCON, AMTROL, TACO, WESSELS. ( w Mitsubishi controls and relays as required), fan coil blower shall start and HP-1 heat pump INSTALLED AT FAN VIBRATION ISOLATORS D. FANTECH FC CLAMPS Z o shall be enabled.Heat pump shall modulate as directed by integral controls to meet the heating DISCHARGE N 0 C. MOTORIZED DAMPER0 load. D. NONE lW it c. HUMIDIFICATION(FC-9 ONLY): Upon a call for humidification, fan shall start and EQUALS: GREENHECK, LOREN COOK, SOLER 4 PALAU, TWIN CITY, FANTECH, RENEWAIRE, VENMAR, PANASONIC. PLI,Ps O O LU it humidifier shall be enabled. See "Steam Humidifiers" sequence for more information. [4 r q 4 \�v a/ U i- 0 7. FC-10, 11, 12, & 13 Fan Coils (Direct Drive,Single-Zone) & HP-2 Heat Pump SYM. GPM TDI-1 HP VOLT/PH MANUFACTURER DESCRIPTION 45) ,'w ,�¢ ��¢ U m o a. COOLING: Upon a call for cooling, associated fan coil blower shall start and HP-2 heat pump GAS PR SSU U L A T O S (FT.) 4 MODEL NO. C) Co �Y ( 4 shall be enabled.Heat pump shall modulate as directed by integral controls to meet the cooling I ua d ril load. SYM. DESCRIPTION CAPACITY MANUF. 4 MODEL REMARKS P-la 10 5 1/25 115/1 GRUNDFOS B-I BOILER A 2 A 1 W I b. HEATING: Upon a call for second stage heating(radiant shallbe first stage of heating, provide (UNIT 3/4/6) UPS 15-58 FC U Mitsubishi controls and relays as required), fan coil blower shall start and HP-2 heat pump WH-I E WH-2 WATER ^ Q shallbe enabled.Heat um shall modulate as directed b integral controls to meet the heating G1�R_1 GAS PRESSURE 2.0 CFH LOAD P I ETRO F I ORENT IN I BLACK SPRING (6" WC To 14" wC RANGE), P-lb GRUNDFOS Z Q o pump Y g g REGULATOR 2.0 PSI INLET MAX 500 TO I TURNDOWN, ANSI Z21.80 CERTIFIED, (UNIT 3/4/6) 14 14 1/6 115/1 UPS 26-99 FC HEATERS ,A 2 ,A 1 ZW load. (UNIT 3/4) 1.0 PSI INLET MIN GOVERNOR 31151 VENT LIMITER, 3/4" INLET 4 OUTLETr di EQUALS: PIETRo FIORENTINI, MAXITROL. F-2 GRUNDFOS RADIANT HEATING IV '- (UNIT 3/4/6) 10 18 1/6 115/1 A 2 A 1 2 U- U S 26-99 FC 8. Steam Humidifiers P H � w z a. Provide(1) Nortec outdoor temperature sensor and(1) Nortec digital humidistat controller with F RP_1 GRUNDFOS DOMESTIC HOT WATER w 4 remote transducer for each humidifier. NEW GAS VETE LOAD SUN/ VARY. U 3/4) (UNIT 3/4/6) 2 1-5 9 W 115/1 RECIRCULATION A 4 8 2 ? UP 10-16 ,4 PM BU/LC b. Upon a call for humidification from room mounted humidity transducer, associated fan shall w LU APPLIANCE MBH CFH QUANTITY MBH CFH CHECK VALVE: SPEED: MATERIAL: CONTROL: w start and once airflow is proven by air proving switch,humidifier shall start. Humidifier shall A. INTEGRAL CHECK VALVE 1. 3-SPEED PUMP, OPERATE ON SPEED 1 A. CAST IRON 1. RE: SEQUENCE OF M N w = modulate to maintain humidity setpoint. EACH EACH TOTAL TOTAL B. EXTERNAL CHECK VALVE 2. 3-SPEED PUMP, OPERATE ON SPEED 2 B. BRONZE OPERATION �T� O O c. Include a high limit duct humidistat located in the supply air duct,downstream of the steam KITCHEN RANGE 100 124 I 100 124 C. NONE 3. 3-SPEED PUMP, OPERATE ON SPEED 3 2. A = AUTOMATIC 1�1 LU i_ 4. ON/OFF CA 1. Q .Q 0 absorption zone to disable humidifier if levels are too high. FIREPLACE 112 139 I 112 139 5. VARIABLE SPEED VIA INTEGRAL CONTROL w ai- d. d. Digitalhumidistat controller shall automatically reset the humidity setpoint based on outdoor PIZZA OVEN - 50 62 I 50 62 6. VARIABLE SPEED VIA TEKMAR CONTROL _0 temperature. Outdoor reset curve shall be adjustable. - 0 W W ii p FIRE PIT 150 186 I 150 186 EQUALS: GRUNDFOS, WILO, TACO, BELL 4 GOSSETT. Ez N W e. Humidification shall be disabled during calls for cooling. Z ua I- f. Integral controls shall automaticallytemper hot drain water bymixingcold domestic water to BBQ 100 124 I 100 124Z z w g p ON z comply with code. z O TOTAL BUILDING LOAD 5 5 12 634 0 co w DELIVERY PRESSURE 2 PSIimimi I- u END OF SEQUENCE OF OPERATION. DESIGN BASED ON GAS VALUE OF 808 BTU/CU.PT. m o Qo Q IL _ PLS BINS I IXTL1 CONN CTION S 1 E DUL IL Issued For Z 111 0_ INDIRECT COLD FILTERED 1-10T GAS it 0 TAG FIXTURE WASTE VENT WASTE WATER COLD WATER WATER (M131-1) REMARKS No. Date Comment m v 1 3/13/15 COORDINATION 9 D (W) (V) (1W) (DCW) (FCW) (DHW) (G) 2 3/14/15 PERMIT 4 CLOTHES WASHER 3 5/2/18 COORDINATION O Z CW 2„ 2„ - - 1/2„ -- 1/2„ - - 4 5/4/18 CONSTRUCTION I- E E 5 5/31/18 CONSTRUCTION 0 DW DISHWASHER 1-1/2" 1-1/2" - - -- -- 1/2" - - _I w MECHANICA in Fa LAV LAVATORY 1-1/4" - - 1/2" -- 1/2" - - SCHEDULESL4 LU (V u SEQUENCE OF '- w KS KITCHEN SINK 1-1/2" 1-1/2" - - 1/2" -- 1/2" OPERATION o m z _1w REF REFRIGERATOR 1/2" - O - --- - - w 4 11-v LU cv SN SHOWER 2" 2" - - 1/2" -- 1/2" - - w "', wProject No. Sca Ie: Z 4 WC It WATER CLOSET 4" 2" - - 1/2" - - 18013.00 N/A o z (FLUSH TANK) -- -- - Drawn By: Checked By: z z r Nl FC-X FAN COIL __ - - 3/4" -- -- -- - - JSW BJH - z i A/C CONDENSATE z z IL GENERAL - COORDINATE EXACT MAKE, MODEL 4 FINISH w/ ARCHITECT 4 OWNER. Z w M1 .0 .4wo IA Ii A1-1J Stamp40b Mechanical Specifi )cationsAuva IP- 06/28/1B General 34.Cap all demolished and abandoned duct take-offs at trunk duct. 59. Provide plastic grommets on all heating water piping passing through wood joists and studs. 1. Immediately notify the Engineer of any discrepancies. 35. Extend and modify existing fire protection systems to new and remodeled areas. 60.Install plumbing clean-outs as required by applicable codes. 2. It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the 36. New hot and cold water branches to be routed from nearest hot water and cold water of line size equal to or greater than 61. Install fire caulking at all piping penetrations of fire rated assemblies, 3M, Hilti or approved equal. construction industry and shall perform in a responsible manner in an appropriate construction sequence. new branch - typical. Antifreeze Solutions 3. Do not scale drawings. Verify dimensions in field prior to commencement of work. Insulation I ti 62. DILUTION WATER QUALITY:Contractor shall be responsible for testing the water and submitting a report to the Owner r\ i in 4 .It is the intent of these drawings and specifications to establish a standard of quality. The Engineer reserves the right to 37. Insulate all new refrigerant suction piping& condensate piping w ith flexible, closed-cell elastomeric insulation, 1" thick. & Engineer, prior to system fill. 1Hard water shall not be used. The water used to dilute the concentrated inhibited cNy „ z take exceptions to approve methods and materials not reflected herein. Insulation shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 50 when test glycol-based heat transfer fluid must be either distilled, deionized,or contain less than 25 ppm of chloride,25 ppm of 1 _ `Q !n Z in accordance with ASTM E 84, latest revision. sulfate, 50 ppm of calcium,and 50 ppm of magnesium, with a total hardness not to exceed 100 ppm. If good quality water ›- III - I w 5. Failure to order,or release order,for materials and/or equipment will not be accepted as a reason to substitute alternate is unavailable, the manufacturer of the glycol product will provide the heat transfer fluid and water to meet the 11 un ail ui materials, equipment, or installation methods. 38. Elastomeric insulation: Slip insulation over pipe before assembly so that there are no length wide seams.Where lengths of specifications of the system. cc in u 0 insulation are butted together, use factory recommended adhesive. Glue the butt ends of insulation to each other to form a 0 , 0 6. Work shall be performed in a workmanlike manner to the satisfaction of the Architect & the Engineer. homogenous membrane maintaining the vapor barrier. Exterior elastomeric insulation shall be installed with the 63. Fill heating water system with30% propylene glycol/ 70%water solution, by volume,for freeze protection to 8°F and o longitudinal seam on the bottom of the pipe and shall be protected with an ultra violet resistive paint. Elastomeric burst protection to -20°F. Include corrosion inhibitors. 0 0 Z "-- 0 7. Labor,materials, and equipment shall conform to the latest applicable editions of local, State of Colorado,and National insulation shall be covered with two coats of paint manufactured specifically for covering Elastomeric insulation, Armaflex v O ,, Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. WB Finish or equal. Ductwork • > X f 4l7 w 8. Provide record drawings to architect. Drawings shall include all addendum items,change orders, alterations, re-routings, 39. Insulate all new heating water,domestic hot water,domestic hot water recirculation, and radiant floor(mains and runouts 64. Duct sizes shown on drawings are outside (sheet metal)duct dimensions. Z I D z etc. to areas being heated) withU.L. approved, white,all service, glass fiber, snap on, pipe insulation. 1-1/2"thick on piping r 0 w <1.5" in diameter and 2" thick on piping>1.5". Insulate fittings with glass fiber blanket insulation and premolded PVC 65. All ductwork shall be sealed airtight with duct mastic. Duct tape is prohibited. LLI a U ._ ct 9. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the covers. Provide deduct alternate price to insulate with Armaflex. z 430 -A Contractors to install complete& operable systems, which conform to the manufacturers' installations instructions & 66.All returns shall be ducted. Panning of stud cavities,joist bays,etc. is not allowed. 1- industry standards. 40.Internally line all new rectangular SA, RA& TA ductwork inside the thermal envelope(unless noted otherwise) with 1/2" Z X II O thick,2.0 PCF, U.L. rated, glass fiber insulation with a continuous vapor barrier. 67. Provide 1/4" galvanized mesh screen on all combustion air ducts or openings. W ,Q COin I- 10. Systems shall be tested for proper operation. If tests show work is defective, Contractor shall make corrections necessary ,,,,,,+,,, 10 o at no cost to Owner. 41.Externally wrapall OA ductwork with2" thick insulation witha continuous vapor barrier. Minimum R-Value of 6.0. 68. Seal all ductwork joints and vapor barrier penetrations at all exterior walls. �„' 0in 11. It is the Contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any Piping 69. Ducts and piping penetrating through roof shall have roof flashing with caulk type counter flashing sleeve or by method } n 0 product to be installed on the project. acceptable by roofing manufacturer. Installation shall be watertight. tr-y 01 42.Domestic Hot, Cold & Recirculation piping inside building - Buried lines type'K' copper water tube,wrought copper z a 12. Provide necessary trenching, backfill, excavation, supports, piping, insulation, saw cutting and patching,concrete/paving, fittings and 1100F solder. Non-buried lines,type'L' copper water tube,wrought copper fittings and no lead solder.Provide 70.Provide backdraft dampers at any and all ductwork penetrations through exterior wall(except outside air and combustion PE Stamp _1 N etc.,as required. Backfill trenches in 6" layers and to 90% compaction and patch to match existing grade. alternate pricing for PEX tubing(no oxygen diffusion barrier necessary). Unless otherwise noted,piping on plans has been air ductwork). p p sized for copper, and if ASTM PEX piping is used,increase size of piping one nominal size from size shown on plans, ie. u 13. Systems shall be professionally labeled.Piping shall be labeled with color coded commercial grade labels indicating piping Plans call for a 3/4" line& PEX is to be substituted, a 1" PEX line shallbe installed. 71. Provide turning vanes in all mitered rectangular elbows. a o service and flow direction. Equipment, fans, pumps,valves,switches and controls shall be labeled with engraved plastic or 0 0 metal tags and an equipment/valve schedule shall be provided and mounted on the mechanical room wall. Equipment 43.Waste & Vent piping inside building: 72. Provide volume dampers at all accessible round duct take-offs. 0- labels shall follow the same nomenclature as the mechanical drawings. I- 0 Waste lines above ground - Standard weight,C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. Up through 73. Make all final connections to supply GRD's with acoustic flexible duct.Minimum length shall be 4 feet. Maximum length pp Q 14. Mechanical Contractor to make final connections to kitchen equipment. 2-1/2" may be standard weight,galvanized steel pipe with black,C.I. drainage fittings. shall be 8 feet. z w u 15. See architectural reflected ceiling plan for all ceiling penetrations. Waste lines below grade and all Vent lines for residential may be Schedule 40 ABS-D WV plastic pipe and fittings (ASTM 74. All ductwork or surfaces which are visible behind a grille,register, diffuser or louver shall be painted flat black. p D2661)or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS-D WV IV 0_ 16. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical mark and shall be joined with solvent weld joints as recommended by the manufacturer. 75. All dryer vents and bathroom exhaust ducts from fan/light fixtures shallbe 4" galvanized round (unless noted otherwise). O LUO Et drawings prior to installation. r 1-ll Lines buried below ground- Standard weight,C.I. soil pipe, and fittings. Class 50 ductile iron pipe and fittings or hubless 76. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. IT1VcQ 17. Offset piping, ductwork, etc. as necessary to accommodate structure, beams,columns,and existing equipment. C.I. with C.I. couplings for below grade. U m 0 77. All ducts shallbe 26 gauge minimum. Duct gauge and construction shall conform to SMACNA HVAC Duct Construction 18. Verify exact locations of existing and new underground utilities, piping, and raceway systems prior to trenching. Waste lines to be NO-HUB cast iron above grade and NO-HUB cast iron with heavy-duty clamps below slab. Standards. LU F Contractor shall obtain and verify exact utility company drawings and requirements. ��11 W C 44.Heating Water piping- Piping may be type'K' copper for all buried lines using wrought copper fittings and 1100F solder. 78. Contractor to coordinate exact location of grilles and registers before installation. U 11- Electrical For non-buried piping,type'L' copper,wrought copper fittings, and no lead solder. All buried pipe shallbe surrounded .. 4 z w -4Q with 4" of clean sand.Provide alternate price for PEX tubing(with oxygen diffusion barrier). Unless otherwise noted, 79. Seal off all ducts during construction. Z Z Q u 0 "4 19. Contractor must carefully verify electrical service voltage and phase available before ordering any equipment. piping on plans has been sized for copper, and if PEX piping is used,increase size of piping one nominal size from size W E i shownon plans. ie. Plans call for 3/4"piping& PEX is to be substituted, a 1" PEX line shallbe installed. Controls A IV 1- 20.The following are to be furnished by MC and wired by EC: equipment motors, magnetic starters, line voltage thermostats, F--I factory disconnect switches (if specified as part of factory wired equipment) resistance heaters, fire and smoke detectors. 45. PEX piping shall be supported by continuous cradles supplied by the manufacturer. 80. Mount all thermostats and humidistats 5'-0" above finished floor. ri)4t 471m niff 4)z A z 0_ z 21. The following are to be furnished and wired by EC: disconnect switches, thermal overload switches, manual operating 46.DrainPan piping-Not Buried: Type 'M' copper,wrought copper fittings, and no lead solder. - Buried: Type'L' copper, 81. Thermostats & remote temperature sensors shall not be installed above heat emitting equipment, including wall mounted Z switches and contactors. wrought copper fittings, and no lead solder. All buried pipe shallbe surrounded w ith4" of clean sand.Drain pan piping touch screen controls. Do not mount on exterior walls or above/below forced air supply registers. 41` w may also be PEX or Schedule 40 ABS-D WV plastic pipe and fittings (ASTM D2661)or Schedule 40 PVC-D WV plastic Cr) N O = 1- I- 22. The following are to be furnished and wired by MC: low voltage thermostats, control transformers, control relays, control pipe and fittings (ASTM D2665). 82. All thermostats shall have a temperature range suitable for the application and have adjustable set points. The thermostats 0 panels,motorized valves,motorized dampers, pilot lights,multi-speed switches and interlocks. shall be able to display temperature setpoint and room temperature. All thermostats shall be approved by the Owner. C4 N q w 1_ w 1_ 47.Condensing Boiler Condensate shall be neutralized via a neutralization basin before discharge into building drainage _ i Shop Drawings system. Condensate piping shall be PVC or other approved material suitable for pH levels of 3. 83.See Sequence of Operation for additional control information. O W w 0 M--I N 23.Submit entire HVAC and plumbing and fire protection shop drawing submittal data at one time. Submittal to be bound in 48.Refrigeration Piping- Type 'L', ACR Grade copper, cleaned,dehydrated, capped and charged with clean nitrogen at the Balancing al Zjili (e three-ringbinders, indexed in a neat and orderlymanner. Partial submittals will not be accepted. Submittals shall include p factory. Use wrought copper fittings hard solder havinga minimum meltingpoint of 1100F for buried lines,no lead Z g PP g 0z Lu 0- but not be limited to: equipment, fixtures, insulation, diffusers, pumps,fans, piping,valves,boilers,furnaces, and fire solder for non-buried lines. Valves and specialties shallbe standard brass or bronze valves for refrigeration service. 84. Air and water flows must be balanced, and fan belts,pumps,and drive systems adjusted as required. Balance Contractor r �z 0 protection. Buried pipe shallbe surrounded by 4" clean sand. shall furnish subsequent air balances after acceptance of the building. V imimi tu 1L z ft Remodel, Demolition & Unforeseen Conditions 49.Gas Piping Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on aboveground pipe, welded fittings 85. Submit a written balance report. Balancing procedures shall be in accordance with NEBB or AABC guidelines for _ P g - PP � g PP with all piping coated and wrapped on buried pipe. CSST pipe is permitted for final connections only. g proportional balance. Submit report on standard NEBB forms. m 0 24. Visit site prior to bid and verify the conditions. Include in the bid, costs required to make work meet existing conditions, 71' Q 86. Airside measurements shall include all motor amperage, 9 whether indicated or not. 50. Underground Gas Piping shall be Gastite Polyethylene plastic conforming to ASTM D 2513, or approved equal.Pipe shall voltage g readings,g > motor RPM, fan RPM, fan CFM, fan inlet static 0 4 be marked"Gas"and"ASTM D 2513". pressure, fan outlet static pressure, and inlet& outlet grille CFM. 0_ i 25. Provide mechanical demolition required. Refer to architectural demolition drawings for location and extent of demolition d 0 ii required. Visit site prior to bid to determine extent of work involved. Provide labor and materials as required to maintain 51. Gas Valves- Lubricated plug valve 175 lb. W.O.G. iron screwed or flanged. 87. Hydronic measurements shall include circuit setters, all motor amperage, voltage readings, motor RPM,pump RPM,pump Issued For w and/or restore continuity of service to existing systems. GPM as calculated from the pump curve,inlet and outlet pressures at pumps,and temperature and pressure drop at all coils. i= 0 No. Date Comment 52. Copper pipe Valves and Specialties: u (Y 1 3/13/18 COORDINATION D D 26.In as much as design for remodel,renovation and/or rehabilitation requires that certain assumptions be made regarding 88. Adjust flows to within 10% of required quantity. If actual quantity is less than 90% of design,investigate cause,attempt to <I 2 3/14/18 PERMIT i- _i existing conditions and because some of these assumptions cannot be verified without destroying otherwise adequate or Gate Valves: Bronze,Class 125, 200 lb. W.O.G. rectify and notify Engineer. Submittal of balance report with less than required flows without explanation is cause for 3 5/2/18 COORDINATION 0 serviceable portions of the building, the Engineer cannot assure the Owner or the Contractor that the professional Ball Valves: Bronze,Class 125, 200 lb. W.O.G. rejection of report. 4 5/4/15 CONSTRUCTION a 0 consulting services herein encompass all contingencies. Field coordination during construction is imperative. Contractors Check Valves: Bronze,Class 125, 200 lb. W.O.G. 5 5/31/18 CONSTRUCTION 3 0 bidding this work must make reasonable allowances for unseen conditions and should include associated allowances in Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, balancing/shut-off valve, 89. Submit three copies of all submittals in addition to any required by the Contractor. These copies shallbe retained by the z u their bids noted as such. Hoffman, Sarco,or equivalent. Owner,Contractor and Engineer. 4 al 27. Field verify locations of all existing piping, equipment, ductwork, etc. 53. Refer to Fixture Connection Schedule for pipe sizes to individual fixtures. Radiant Floor Heating MECNAN ICAL to } SPECIFICATIONS LU w z 28. Be responsible to field verify existing equipment or ductwork remaining to be reconnected to new or existing systems. 54. Support pipe with rod and clevis or clamps. No pipe tape allowed. 90.Radiant floor tubing shallbe 1/2" nominal diameter, Uponor Wirsbo hePEX or equal. Tubing shallbe installed in r z Provide ductwork, piping, controls, diffusers, etc., as required to restore continuity to system(s). Warmboard panels,installed over wood subfloor. 0 ft 55. The piping material shall be cast iron at all pipe penetrations of fire-rated assemblies above the crawlspace. -fr N w 29. All ductwork, diffusers, and equipment shown on this plan are new, except where noted. 91. Piping shall be installed in continuous loops,no splices allowed. Tube centers and the maximum loop lengths are specified z z 56. Provide expansion joints or loops on all heating water piping runs in excess of 50'. in the Radiant Zone Schedule on the plans. I Z 30. All new ductwork,piping, equipment, etc. is shown with dark lineweight. All existing ductwork, piping, equipment, etc. is X w Lu shown with light lineweight. 57. DielectricUnions- Furnish and install a dielectric union at all connections where non-ferrous material is in contact with 92. Tubing loops off each manifold shall be installed in equivalent lengths (+/-5%). w ill 0 et ferrous material and fluid is not protected with corrosion inhibitors. Project No. Scale: IV z 31. All removed piping, ductwork, equipment, etc. are to be disposed of by Contractor unless noted otherwise. 93. The Contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return 18013.00 N/A O d 0 58. Grade and valve all heatingwater piping with3/4"hose end valves topermit drainage of the system. Vent all highpoints in header (including: balancing valve for each loop, compression fitting to receive tubes and air vent)and supply header 0 z - P P g g Y g Drawn By: Checked By: z 11 8 32. Pipes, ductwork, equipment, etc. to be removed,are shown hatched. equipment rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of (including: manual shut-off valve for each loop and compression fitting to receive tubes). JSUJ BJN w equipment rooms with manual air vents as required to relieve air in the system. w z a 33.All existing support rods and straps now supporting ducts, pipes, air tubing,electrical conduit,etc. that are removed to END OF SPECIFICATIONS. Z Z 1Y allow room for installation of new equipment shall be relocated and reinstalled, or replaced if damaged. 4 Ill )- a ft 0_ IVILIU >_ Q0 you QUO °F I/4 lia .15 Al-IJ Stamp ' b o06/28/18 HANGER ROD TO RADIANT ZONE m MANIFOLDS, REFER TO M2.2 4 PIT TEST PORT S M23 FOR CONTINUATION OF 2 2 PIPING. ISOLATION VALVE CHECK VALVE (LOCATE ON1" DCW� — — — — — FROM WATER DISCHARGE SIDE OF PUMP IF 3i4"" 3i4 1" 1" J ENTRY rtilI N PUMP IS NOT EQUIPPED WITH DOMESTIC1 DNW� — — — — — — INTEGRAL CHECK VALVE) WATER PIPING -3/4" DNR [®1 — — — — — — 1�2 10w iv Le- TO BUILDING 14") w C /� _ I- � 1/2" DNR ��-1 3,4.. � - � � � � w _ tell V I - 1/2" DNR I I I I I- FROM MASTER ET-2 I I :Re° 1:: 0 BATHROOMS w 01 U- 4CI 2 „ e-1 v 0 , N I I � I • <- > X i 3/4 3/411 3/4��I 3411 4 0 T '1=) FOAL I \L I \ „, T (-5)TIO z 1LI_ F MF D TAIL N - W � I- �- 1,4." z NO SCALE ® _ 1114 _ I i_ 2-WAY ON/OFF CONTROL AIR VENT AT HIGH 1:4 0 0 , 1— TEES ELY SPACED i 4 161 4 c 11411 I — I W O VALVE. POINT lam-lb — 0 1- a �45-1 i 01_ 1 I i CO w s s0 '-N MANIFOLD BY TUBING T I �, I" I" �, 1" 1" 1 MANUFACTURER. T -1 @ 1 ► 0 >L COORDINATE LOCAT ION I 9 I I )X( 1-r-10- 0/1-1/4° ui WITH GENERAL NWS 1-1/4" A A uti-► 0 w SEE PLANS FOR CONTRACTOR. N.O. WI-1-1 WI-1-2 CONTINUATION ()-3/4 "I-IWR • ►/ ■ HWRF ► 1-1/4" PE Stamp 0 N 1-1/4" Z ♦ ♦ ♦ ♦ PIPE WATER HEATERS LQ O ;lwS I i — — 3/4° FOR EQUAL PRESSURE TS-2a I TS-2b-2 _0 U (I) U • 1 I1><1 DROP (REVERSE b f' b �' p RETURN), FOR BOTH 0 0 O O0 BALANCING VALVES NOSE BIB �1 STAINLESS EELL(TYP)STEEL — —— — — 4 SHUT-OFF VALVE DOMESTIC 4 HEATING 4 —- — — INTEGRAL TO MANIFOLD (TYP) WATER PIPING. — ` =_-__- I- ty FOR EACH LOOP ET-1 - - - _ - -_ - - - O SHUT-OFF VALVES '' '' ROUTE BOILER CONDENSATE - —_ — — — I � —_ —_ — O � 0 ca INTEGRAL TO MANIFOLD FOR EACH LOOP THROUGH CONDENSATE — — NEUTRALIZER PRIOR TO INN — —� icuy� O U DISCHARGE INTO FLOOR f ()� DRAIN WITH AIR GAP. 1/2" PEX RADIANT v v iv p W TUBING J S J 5 PIPE DOWN TO FLOOR IT] U >- w R4 f 4\T 4 T I f\\G FLOOR FLOOR [A DRAIN DRAIN DRAIN 4 TERMINATE WITH AIR GAP PER CODE (TYP). U e, al O M4\ 11 OLD SCI . MAT F C ,\ 1T 3//t /& 5O F L R F F F F\G 50 MAT F C ZONE VALVE, >- 4 NO SCALE NO SC�4L Cv= 1.O MINIMUM0 u1 F W � - M--� it U z A � � 0..4 z w 4ci Additional refrigerant charge is needed depending on the size and length of extended piping. ZW C' CITY U �T Please refer the amount of pre-charge and the formula of calculation which is mentioned on2 0 the data book. U DIAGRAM SYMBOL LEGEND CONT.No PAGE SVST - M c — - n2 r/1 w ZDISPLAY DESCRIPTION _ J �, - M AT U Dy\ir-N . �7 1.25mm�16 AWG) : 1.25mm�16 AWG) or more. 0.75mm(20 AWG) : between 0.5mm(24 AWG) and 0.75mm(20 AWG). 7rW d ill POWER WIREfit c MF CONTROL WIRE " W in HP—2 w REF. PIPE HP-2 M N 0 = a PURY— W LU P72TKMU—A QQ wal- CI w � • P P NG AND CONTROLS SW4 Function 935 OFF �� w >- SYIBBOS BRANS- >>- POD-3 DRIB- w (V INSTALL TEE FITTINGS WITH ., 51 -- Zz W J1 Reducer CAPPED OPENINGS PER IFGC SYMBOL L QM D ":/BAS HPE SIZE 0 z o SECTION 410. 91 38 58 Gin � v w IT]3 5g / 3 � I- 111(s) >- SYMBOL POD1 b UPB-R m o Mi 9AR-U01 M D3-0 P3 Q o GAS FR 55,x: R G L ATOR D TAIL 04 BC-2 a- 0 NO SCALE GO 4 w CMB—P105NU—G1 Issued For Z ›- Ill 0_ FIREPLACE 052 No. Date Comment � O' 0 (8091 3/13/18 COORDINATION 9 D (139 CFH) 2 3 4 4 T 2 3/14/15 PERMIT 3 5/2/15 COORDINATION O Z • J 1 J 1 J 1 4 5/4/15 CONSTRUCTION I- E 5 5/31/18 CONSTRUCTION 0 0O GPR-1 'l- Z U 1-1/4" G m 1" G 1" G d W NEW GAS SERVICE AND METER BY INTO BUILDING • ►4 p- '- UTILITY COMPANY FOR 2 PSI ABOVE GRADE MECHANICAL u1111 DELIVERY PRESSURE. TOTAL CONNECTED LOAD IS SHOWN ON SCHEMATICSa N z M1.0 GAS LOADS SUMMARY. m m P1 P2 P2 P2 0O (V Z ♦ ♦ ♦ ♦ (V >_ W ♦ ► © 3/4" MPG KITCHEN RANGE PIZZA OVEN FIRE PIT BBQ i i O 0 (25') (60') (10') (60') 4 Z (124 CFH) (62 CFH) (186 CFH) (124 CFH) 001 002 003 004 d X w LEVEL ONE . thi IV Air PKFY- PKFY- PKFY- PKFY- Project No. Scale: illIll C' z d P3ONKMU-E2.TH P15NHMU-E2 P12NHMU-E2 PO8NHMU-E2 (k - V 18013.00 N/A O BELOW GRADE FC-10 FC-1 1 FC-12 FC-13 Drawn By: Checked By: 0 Z 8 PIPING JSW SJN 4 z i G = LOW PRESSURE GAS (6" WC TO 14" WC) Z Z IV \ IT 3//1 GAS FIFI\G SOI I MAT10 MPG = MEDIUM PRESSURE GAS (2 PSI) ,\ If T AT F,.MF FIFI\G 501 MATIC z NO SCALE O NO SCALE M3 .0 0 0 0 dV0 looFk, ..,,,„„,,,,,... t.,. ... lih I,. . _ , z AI-IJ Stamp g b 06/28/18 I) . 0_1 A C • o 0 H oI of ° ° III �I Il I /0 ri-- 0- 1--11-1 H cA 2 101P FC-2 FC-3 11:14 "' _ CA " Z B = 3 2 B - S 3 v I� B- i 5 B - D 6 B = D 7 ' W `Q W R - - �� � � I— Ili W 0 10 — ItP ' Rz-3 �_ O f (E) 4" EA '0‘i ...-.9 . CI� a �Q 0 RZ-2 / FC RZ-8 © FC �o RZ-9 © (N) 4"m EA • X N r B 1__ - FC-1 41k SCUI 1 z i _ © �� © RZ-10i 1 OC �Zu CN) 3/4" HWS/R UP 0:2 � O W I- 00 iii / /L (N) ' FD -,., 1.., el _ �, O I A r [ v , - 3 0 \--F- - Wi Ig 0 EF- 0 0 .• V - ST _ B _ LE - L - VAT1R Q 001- -ii : ,,, ,, (II— ii\Q EF-1 + 00 ,^^^^ W ii (N) 3/4'1 NWS/R r e s _, ,A li ii\ - ri % 1 `11 0\1) #0 } ( Lry uo1 410I EXISTING 1-1/4" GAS �' 41, 01 D SGU- � FIELD VERIFY. o O _ O \ - CI I— CONNECT NEW \ 9 - �� i _ �1 CC � RZ-� O D11 /\ PE Stamp z BOILER TO EXISTING \\ 1 CW \ ' LQ O �' 3"4, FLUE AND CA \ 0 K (N) 1'NWS/RY \`� _ - N,� I- ...- RZ600 O1-1_ - - - —(NN3/4"DNWR - - - - - �� A , \ D R Y ::II\ ���'C���� ♦ (Y 6 _ — — — 0 - - - III J P i (N) 3/4" Cx 1-1/4" G (N) 3/4" MPCU I I .NNI \ 6 fQ w 1 r - - _CNZ1Cl"� - - J REE REF _ RZ-11 FC-4 Z u r r ill ---- - - (N) W (UF) —� 0 7 ♦ o_ o (NO a _ \ IT # T SIT ? IYW iv� 0i- fil O 0 s \ IT # 4 0 0 11 ( •♦ U . , i_ QZ © Li e \ n VENT EIREPEACE AT ,�, B — W F EXISTING FLUE IN UNIT 3 °� o O EF-1 s \ \ P 9 PR❑VIDE POWER VENT UV bm64 ZAT R❑❑E. RE: M3.1/C r ^ 4 ss / \ ' DW FC-8 Z V - BED 1 r / FC-9 18/14 RA r �� L F ♦ Z Q � ST _ R B _ D 1 — ♦ E — GAS FIREPLACE \ ,/ 4t 2 FC-1 M❑NTIG❑ PC836 '� \ — _ 112,000 BTU/H ` 30/18 RG-1 RA� ♦ ~� C ^ W z f N=1 I I 7 ~ w 0- Z e_ L _ _ _ _I LIVI \ C _ ^ W � 16/16 SA W - - - - - - - - - -I__1- - -1I M NO ii 8 (PD 0 0 1.1 IN 1.1 DI \ I \E 111 CA W Q Y ; w , . ei A Z W I 0 0- Z 0 (EXISTING) 9 ml J / 4 v w — I- iii r9 I —II —II —II —II ---II —IIIIII11-111-111--II ual _ f•T1 = imimi II I I � 3" DS CONNECT TO EXISTING 3" STORM � � Q a • DRAINAGE FROM DECK UNDER FLOOR 0 > 4 I 0_ 0 4 iv " - ::: ° ---JiMM■I\\lROI■1\\1 ■ ' \ ■ • Issued For W O Al o IF R V No. Date Comment it 0 2" DD (ABV.) 2" DD (ABV.) 1 3/13/18 COORDINATION 9 D 2 3/14/15 PERMIT I- 4 N I NI 0 O 3 4/9/18 PERMIT RESPONSE O z 4 5/2/18 COORDINATION 1- E (E) D� E� �� Z 5 5/4/18 CONSTRUCTION E NT �?., O 6 5/31/18 CONSTRUCTION Z Ou Vii PIZZA ❑V: . W 7 Ei C 7 to LEVEL TWO W w MECHANICAL PLAN L (K u 0 p (vz I I I � 00 � � w �1 NNW LEVATED GAS 0 O z IREPIT 18 AEE O1 NORTH > w IV OAL\ ouo Project No. Scale: Z .4 ix NEW GAS 18013.00 1/4" = 1'-0" O d lY B A R B E Q U EO Drawn By: Checked By: 0 iy 8 • JSUJ SJN w z i A II II II H Q zz � B r_ � aW0_ = M2.2 >- a (y 0 w Ou i i`vIo 101 °F 1/4/ AHJ Stamp g be.y RANCI I CONTROLLERS I IFAT PUMP 06/28/18 MANUFACTURER MARK REFRIG. NOMINAL CONDENSER COOLING HEATING ELECTRICAL SOUND MANUFACTURER SERVES SYM. SERVES CAPACITY ELEC. WEIGHTS (LBS.) 4 MODEL NO. REMARKS CAPACITY CFM AMBIENT OUTPUT AMBIENT OUTPUT # OF CONNS. VOLT/PH MCA moot= dBA 4 MODEL NO. FC-1, 2, 3, 4, 5, 6, 9 FAN COILS CONNECTED, 208/1 M I TSUB I SI-E I HP-1 5C-1 7, 8, 4 9 10 BRANCHES 0.83 A CMB-P1010NU-G1 (UNIT 3/4) R-410a C9(o MBH x,200 90°F 84 MBH 0°F 58 MBH 1 208/3 34 40 58 FURY-1NP96TKMU-A 550 FC-10, 11, 12, 4 13 4 FAN COILS CONNECTED, 208/1 MITSUBISHI 1-IP-2 �o TONS MITSUBISHI FC-I0, 11, 12, 4 13 BC-2 5 BRANCHES 0.44 A CM5-P105NU-G1 (UNIT 6) R-410a (12 MBH) X0,200 90°F X02 MSH 0°F 42 MSH 1 205/3 23 30 58 FURY-HP12TKMU-A 550 CV BRANCH CONTROLLER NOTES: HP-1 REMARKS: 2. LOW AMBIENT KIT. 4. LONG LINE LENGTHS. 1LO W 1. PROVIDE OPTIONAL REFRIGERANT PIPING ISOLATION BALL VALVES WITH ALL BRANCH 1. HEAT PUMP UNITS ARE DE-RATED 3. AIR-SOURCE INVERTER-DRIVEN HEAT 1C LL.1 N II Z CONTROLLERS. FOR ALTITUDE (8,200'). PUMP, SIMULTANEOUS HEATING AND ~ ^ . 1 In z 2. ROUTE CONDENSATE DRAIN LINE AS REQUIRED. UTILIZE CONDENSATE PUMP AS REQUIRED. COOLING. ^ 1- W EQUALS: MITSUBISHI, DAIKIN. ral Ln ep LU NOTE: HEAT PUMPS ARE DE-RATED FOR ALTITUDE (8,200'), TEMPERATURES, 4 PIPE LENGTH USING MITSUBISHI DIAMOND SYSTEM BUILDER SOFTWARE. I-, .-N I- ''0 EQUALS: MITSUBISHI, DAIKIN. o d) A `O ACCESSORIES/ NOTES V >r VRI I AN COILS ( LOADS) I _ FLEXIBLE CANVAS DUCT 5 - LEFT HAND ACCESS AN OILS (D X I II A T f NCI 4 OO L I N � 2 - ANG FROM CEILING WITH NEOPRENE ISOLATORS 6- R-410a REFRIGERANT v Z 0 3 - MERV 13 FILTER BOX 1 - PAC-US444CN-1 THERMOSTAT INTERFACE L) O N FAN COIL COOLING HEATING FIRST STAGE 4 - CONDENSATE PUMP 8 - NOT USED HEAT PUMP TAG CFM LOAD LOAD NEAT MODEL NUMBER AccESsoR1E8 • X i E.S.P. (IN W.C. COIL DX HEATING DX COOLING ELECT. MANUFACTURER .4 . w MARK CFM OA CFM CONFIG. FILTER SERVES Z 6 S.L. a 8,200' ROWS MBH EDB LDB SMBH TMBH EDB EWB LDB VOLT. P1-I. MCA MOCP MODEL NO. 2 3 4 5 6 8 FC-1 413 8.3 1.4 RADIANT PKFY-P15 4 0� 0 \ Z MITSUBISH1 MASTER BED W 111 I- FC-2 413 4.8 5.2 RADIANT PKFY-P08 FC-1 413 0 0.0 0.0 STD. 1.1 10 a& 9.1 9.1 12 59 51 208 1 0.4 15 WALL STD. PKFY-P15NHMU-E2 ' 4 5 6 1 Z a Q (y co oi FC-3 210 2.9 3.2 RADIANT PKFY-P06 FC-2 413 0 0.0 0.0 STD. 3.8 10 18 5.2 5.2 12 59 60 208 1 0.4 15 WALL STD. MITSUBISHf 1 4 5 6 BED 2 X 1 N o FC-4 413 4.0 4.2 RADIANT PKFY-P08 PKFY-P08NHMU-E2 BED 3 uJ .J FC-3 210 0 0.0 0.0 STD. 2.5 10 83 3.9 3.9 12 59 55 208 1 0.2 15 WALL STD. MITSUBISHf 1 4 5 6 1 0128%J FC-5 210 2.5 2.9 RADIANT PKFY-P06 (vvv, ,,n,,,, 0 ,� N PKFY-PO�NBMU-E2 �► w MITSUBISHI BED 4 'Q 1 FC-6 210 2.5 2.9 RADIANT PKFY-P06 FC-4 413 0 0.0 0.0 STD. 3.8 10 18 5.2 5.2 12 59 (00 208 1 0.4 15 WALL STD. PKFY-P08NHMU-E2 ' 4 5 6 1 )X( tr- 1� u0i al FC-1 413 4.0 4.1 RADIANT PKFY-P08 MITSUBISHI BED 5 1.P-0- . z = FC-5 210 0 0.0 0.0 STD. 2.8 10 83 3.9 3.9 12 59 55 208 1 0.2 15 WALL STD. PKFY-P06N5MU-E2 ' 4 5I6 1 0 FC-8 425 10.3 8.8 RADIANT PKFY-P18 MITSUBISHf BED 6 PE Stamp m O FC-6 210 0 0.0 0.0 STD. 2.8 10 83 3.9 3.9 12 59 55 208 1 0.2 15 WALL STD. PKFY-P06NBMU-E2 1 4 5 6 1 FC-9 1,412 21.8 22.2 RADIANT DEFY-P48 i I- MITSUBISHfBED 1 I- FC-10 920 11.3 10.1 RADIANT PKFY-P30 FC-1 413 0 0.0 0.0 STD. 3.8 10 18 5.2 5.2 12 59 60 208 1 0.4 15 WALL STD. PKFY-P08N1-IMU-E2 1 4 5 6 1 O 0 FC-11 413 1.9 1.1 RADIANT PKFY-P15 MITSUBISH1 WEST LIVING I- ty HP-2 FC-8 425 0 0.0 0.0 STD. 8.4 10 88 11.6 11.6 12 59 50 208 1 0.4 15 WALL STD. PKFY-P18NHMU-E2 ' 4 5 6 1 _I o 0fa la (90io) FC-12 413 5.1 5.3 RADIANT PKFY-P12 MITSUBISHI EAST LIVING, Z W o FC-9 1,412 0 0.82 0.6 STD. 22.5 10 85 30.9 30.9 12 59 52 208 1 3.4 15 DUCTED FBM2-42 3 4 5 6 1 KININGN, 0 p FC-13 413 2.8 3.1 RADIANT PKFY-P08 0 FC-10 920 0 0.0 0.0 STD. 21.6 10 92 19.3 19.3 12 59 52 208 1 0.615 WALL STD. MITSUSISHf 1 4 5 6 1 LOFT 0_ PKFY-P3ONKMU-E2 IT] o LU it MITSUBISHf MASTERr >- w FC-11 413 0 0.0 0.0 STD. 10.8 10 94 9.1 9.1 12 59 51 208 1 0.4 15 WALL STD. PKFY-P15NHMU-E2 1 4 5 6 1 BED a v i- m .1 MITSUBISHf BED 9U 4 z FC-12 413 0 0.0 0.0 STD. 1.8 10 88 1.1 1.1 12 59 55 208 1 0.4 15 WALL STD. PKFY-P12NHMU-E2 ' 4 5 6 1 4 MITSUBISHI BED 10 I FC-13 413 0 0.0 0.0 STD. 5.2 10 82 5.2 5.2 12 59 60 208 1 0.4 15 WALL STD. PKFY-P081\11 -E2 ' 4 5 6 1 r l P 9 1=1 �/ Q NOTE: FAN COILS ARE DE-RATED FOR ALTITUDE (5,200'), TEMPERATURES, 4 PIPE LENGTH USING MITSUBISHI DIAMOND SYSTEM BUILDER SOFTWARE. � �Z --` � � EQUALS: MITSUBISHI, DAIKIN. w 4 D • I- I U ID f IERS N H W7 � w SYM. DESCRIPTION CAPACITY ELECTRIC MANUF. MODEL REMARKS Z E >1° IN. 0 w LU HUMIDIFIER 8.1 LBS/HR NORTEC AIR PROVING SWITCH, WALL MOUNT M N O a I- w = 1-1-1 208/1, 3.3 KW HUMIDISTAT, STEAM DISTRIBUTION (FC-9) RH DUCT TUBE, OUTDOOR AIR RESET N o EQUQALS: NORTEC, GENERAL AIRE, CARRIER, NEPTRONICS, APRIL AIRE, DRI-STEEM. q d) W = O � N W � � A f R Drvf Crs 2 Et l- A zW SYM. USE MANUF. FRAME MODULE NECK FINISH ACC. REMARKS O 1L 4 MODEL TYPE SIZE SIZE cg W v w RETURN TITUS TYPE 4 = RE: RE: #26 WALL/ CEILING >_ LU a RG-1 GRILLE CT-FF-0 1/4" BORDER -- SPRING LATCH CD 16 PLANS FLANS WHITE O SG-1 SUPPLY TITUS TYPE 4 RE: RE: #2(0 O D WALL/ CEILING q Ll SPRING LATCH • Z GRILLE CT-PP-0 1/4" BORDER PLANS PLANS WHITE 0 4 TRANSFER TITUS TYPE 4 RE: RE: SY WALL/ CEILING 0_ a TG-1 -- SPRING LATCH GRILLE CT-PP-0 1/4" BORDER PLANS PLANS ARCH .Q it Issued For Z D GREQUALS: TITUS, KRUGER, PRICE, METAL-AIRE, AIR HORIZONS. '- 0 No. Date Comment 0 1 5/2/18 COORDINATION 9 9 NI ��� UNITS 2 5/4/18 CONSTRUCTION Is STI A' CII 3 5/31/18 CONSTRUCTION 0 ZZ ▪ F SYM. SERVES CAPACITY ELECTRIC MANUF. 4 MODEL REMARKS 0 0 Z w SGU-1 BATH 415 CUBIC FEETiBUTLER CONTROL PACKAGE 208/3 10 KW MR. STEAM (CONTROL, STEAMHEAD, MECHANICAL N > (UNIT 3/ 4) MS SUPER 1E AUTOFLUSH, DRIP PAN) SCHEDULES w lY U SGU-1 MASTER BATH 1 360 CUBIC FEET 208/3, 9 KW MR. STEAM iBUTLER CONTROL PACKAGE w (CONTROL, STEAMHEAD, d (UNIT 3/4) MS 400E AUTOFLUSH, DRIP PAN) 0• (V Z SGU-1 MASTER BATH 8 360 CUBIC FEET 208/3, `� KW MR. STEAM IeUTLER CONTROL PACKAGE w (CONTROL, STEAMHEAD, (UNIT 6) MS 400E AUTOFLUSH, DRIP PAN) 0 1• 0i.l Z d X w cv L III LU Project No. Sca Ie: • Z 4 18013.00 N/A O d (t Drawn By: Checked By: 0 iy 0 N JSW BJH w Z i zzIV qw >- z (y1L M . d /0 coo °F d' I Al-1J Stamp MOS I A I SC -- N0D-0- 06/28/1 B CONDO THERMOSTAT UNIT TAGAREA SERVED HEAT 1 HEAT 2 COOL I COOL 2 T1 MUD ROOM RZ-1 - - - - - - T2 BED 3, BATH 3 RZ-2 FC-3 FC-3 FC-3 T3 BED 2, BATH 2 RZ-3 FC-2 FC-2 FC-2 T4 _ MASTER BED, MASTER BATH RZ-4 _ FC-1 FC-1 _ FC-1 (NI T5 LIVING WEST RZ-5 FC-S FC-S _ FC-SI � in al >r UNIT 3/4 T& _ LIVING EAST, DINING, KITCHEN RZ-& _ FC-9 FC-9 FC-9 LL! CN0z T1 ENTRY, VESTIBULE, HALL, POWDER, LAUNDRY RZ-1 _ - - -- -- _ ,1f,, - S, LC Z TS BED 5, BATH 5 RZ-8 FC-5 FC-5 FC-5 >._ 11 1 - -1-rail u T9 BED �o, BATH & RZ-9 _ FC-& FC-& _ FC-�o I- --� 1- T10 _ BED 1, BATH 1 RZ 10 _ FC-1 FC-1 _ FC-1 O 5 p u r T11 _ BED 4, BATH 4 RZ-11 _ FC-4 FC-4 _ FC-4 2 0 Z T12 UNIT & LOFT RZ-12 _ FC-10 FC-10 _ FC-10 CI0 �4 z �' 0 UNIT T13 UNIT & MASTER BED, MASTER BATH RZ-13 _ FC-11 FC-11 FC-11 T14 UNIT & BED 9, BATH 9 RZ-14 _ FC-12 FC-12 _ FC-12 x G N 4 \OT 5 : T15 1 UNITS & BED 10, BATH 10 RZ-15 FC-13 FC-13 FC-13 z , H Z W � � I- I. ALL RADIANT TUBING SHALL BE a _u IY INSTALLED ON 12" CENTERS IN A SI TLs \\ �,1 ; D I- WARMBOARD SYSTEM. igoz Z 0 X II 1- 2. RADIANT TUBING SHALL BE 1/2" PEX. -- aDEHUMIDISTAT i i AIR ZONE (AAA ai OH HUMIDISTAT L__J 1...n-w- '6 OCCUPANCY SENSOR - rti OOS I— ) ( 1.,n-...1.,n-... e PUSH BUTTON CONTROL WITH DELAY OFF I I RADII FLOOR ZONE p PT PERCENT TIMER CONTROL L_J PE Stamp _1 N m O RZ RADIANT ZONE N ~ 1 OSLAB TEMPERATURE SENSOR i- e SA SNOWMELT AREA > 0- CD' SNOW / ICE SENSOR (TEKMAR 091/094) _1 0 m 0 OT THERMOSTAT/ WALL SENSOR Z U ST WALL TIMER SWITCH 00- Ll ul0 lY O oIX IT1 vi- CCI U � � 1- 1.4: lami a mz P �jw) Q �. 1. 1. 1 1 - - f I- _ - I I I - - _` Q • B 0 �� 1. �� A B0 0 10 1 0 0 E .4 0 0 / I ,1 fb ° L I I I I I V u 0 _ 1 _ I T _:-.=±tr.= --- ST❑, •I\ , [-r--- -___, Rz-8 >_ .4 RZ-9 �1Z W Q L1 EXISTING I , I- 1 - 1 - FC 5 I FC 6 I I _ kII4 I I I I I I Rz 10 Z r (t) , 430A1,, - i • & 1 , BED 2 BED 3 MUD �> , BED 5 BED 6 FCBEID 74 U 0BED9 BED 10 , _ R❑❑M �/� 1 1 RZ-1RZ-14 I �/� (� diII , I I ITIII IV1 Lu z FC-12 - � � �;'i %V �;!°\ %\ RZ-3 I UP ' Z QI I FC-13 EXISTINGDI I1 / ��, 1 FC-2 RZ_2 - (LI IOA\ '�� 1I /% � A JFC-3I I . . — ® — I -j%A �l r— • I I_ Y , ^ w ill I I II ( �' II _ TS T9 TI0 u1 OJrF" 1 i� ® L__ /L_ T2 ille c� _ 1-i � �1 - _ 1 I �� �1�/ I �\ 1 �'�� �. 7I /I '�) f) 04 �' 1 /L II �' \ // \ 1L� / — L-`r/ _ W 111I- og . O ���� 1 �i I I L / IvEsTBUL ELEVATOR ' 1 CA Is, Lei 1 At - 4 fn `� II F--_ n 4 w al- - — I , , /_ J 410 D; - 1 r� — ..... �w _4 ��� 0 0 r- 0 © HT1 ul fe ft °D ' — - P!&idiilI% D1I � ❑W D E R�l I ' \ DN ��.II �" w- 1�� ENTRY `VESTIULE � --a - / '• /: F , lIIIIi ' r J 1 LAUNDRY I I I�\. CD Z UI / o I -- - - - - - -� .. 111 fe __.. ... „,./.. i I iv -—, T - II REF REFCrT4 w fL ___JI, _ _ IJ IN ' I p LTJ---� J I I_ © UNIT #3 KIT V . \ i çv _ I lit _ orril , mo - ' L �1 --• • - Rz-5 UNIT #4 — Rz-11 4 0 I , FC-5 n Fa-4 ; } z I UNIT #6 I I VENT FIREPLACE ATEXI �° I I r"� O Q J S H A D E D AREA ,, 1 I ATI ROOF STING FLUE IN UNIT I RFG_9 oV PROVIDE POWER VENT 1 NOT IN SCOPE ❑P REMODEL •= DW It_Y 21- 1 MASTER BED 1 1 1 ' i (l i 1 I GAS FIREPLACE ` d 0,RZ I3 LIVING BEL❑W FC-11 I RZ-12 (UNIT 3) / ' , 1 ' �-� 10,000 BTU/H6 �/ Issued For ZFC-I(d , FC-1 L.7A\I Lu 0_ 1 MASTER BED 8 LOFT SPACE O - 1 i LIVING J - I j '- o 1 1 I No. Date Comment � v 11 1 II0, 81 E 8 �, J 1 3/13/18 COORDINATION _ �_ _ 2 3/14/18 PMIT1 I DINING 3 5/2/18 COOINATION oII I4 5/4/15 CONSTRUCTION I- r DECK DECK _ _ I 'i /31/18 CONSTRUCTIONI __ I 9 - - - - - - - - I - M - Al - /� - - - - - - - - - II - n1 - - - - J[I � 9 9 K � 9 J I 0_ I 11 \\ // \\ // il ' MECHANICAL to }i \ / \ / - 'bYl / ZONING PLAN In fY u - \ /- -\ / III EXISTING CONDOMINIUM / = al Z FLAT ROOF ill I3 NOT IN SCOPE OF REMODEL W / \WITH KANDYDE�K FINISH o f/ Z 1 / \ / \ fY / \ / \ LL ILLI / / \ 1 NEW GA u D'CK PIZZA 0 .N — Z D Z I .. a. PROVIDE ELECTRIC SNOWMELTI 0 n Z 1 , . . _ MOISTURE AT NEW PAND TEMP SENSOR. NORTH > X fY DECK BELOW 111 11J �sLEVATED GAS OO LJ U Q 1 IREPIT 18 AEE Project No. Scale: z .Q 18013.00 1/8" = 1'-0" o d ik / I 1 NEW GAS / Q Z / I BARBEQUE Drawn By: Checked By: z (/ 61 A B 0 B0 , O / ,JSW BJH d) z = EXISTING FLUE CHASE. z z k- UN I T & / O\ F \G FLAN UNIT 5 // / ONF \G FLAN M0. 1 1/8" = 1'-0" 0 1/8" = 1'-o" 0 Qii0 Edi° OF ddt, I � C 41-1J Stamp Eek DE SIGN CO\D ITIO\S DLJC LUO < e \D PIPING e \D e \ PA \D P A\ A P VIA IONS 0, DE 06/28/1 B WINTER DESIGN TEMPERATURES: INDOOR: 10°F DB SINGLE LINE DESCRIPTION DOUBLE LINE >Q OR — � GATE VALVE CO CARBON MONOXIDE SENSOR AAV AIR ADMITTANCE VALVE (STUDOR OR EQUAL) OUTDOOR: -20°F DB �1— OR CHECK VALVE C2 CARBON DIOXIDE SENSOR AFF ABOVE FINISHED FLOOR 90° ELBOW DOUJN CD - -a OR BALL VALVE O HUMID ISTAT ABV ABOVE SUMMER DESIGN TEMPERATURES: INDOOR: 15°F DB I BUTTERFLY VALVE OH p DEHUMIDISTAT BLW BELOW OUTDOOR: 90°F DB 90° ELBOW UP 1 —KA OR III PLUG VALVE N2 NITROGEN DIOXIDE SENSOR CFM CUBIC FEET PER MINUTE (AIR QUANTITY) ELEVATION 5,200 FEET > \ OFFSET TO CHANGE ELEVATION T�� ®GPM CIRCUIT SETTER WITH GPM OS OCCUPANY SENSOR (RE: ELECTRICAL) CLG CEILING Obi I CN CN ) ) CAT 30° WHEN POSSIBLE. Y ) ) �r► In fi ARROW SLOPES DN. ) �� GLOBE VALVE PB ERV PUSH BUTTON CONTROLLER (LIGHTED) CO CLEANOUT 2 \J in al UNIT 3/4 ELECTRICAL POWER AVAILABLE 120/1, 208/1, - 0 OR STRAINER (Y-TYPE) WITH BLOW-DOWN PT ERV PERCENT TIMER CONTROLLER (LIGHTED) CONIC CONCRETE — C Z 205/3 ROUND RADIUS ELBOW 1% �'' — � 1 Z Il OR —� TWO-WAY AUTOMATIC CONTROL VALVE O SENSOR COTG CLEAN-OUT TO GRADE rili >l1111 1- 111 Ul UNIT 6 ELECTRICAL POWER AVAILABLE 120/1, 205/1, i — 2 205/3 OR — _ THREE-WAY AUTOMATIC DIVERTING VALVE SM SNOWMELT SENSOR DN DOWN A; 1- 90* 90° STRAIGHT TEE - O M_. OR 4 SOLENOID VALVE SP STATIC PRESSURE SENSOR DMPR DAMPER GAS DELIVERY PRESSURE 2 PSI 1 OR PRESSURE REGULATOR (OR REDUCING VALVE) O THERMOSTAT EA EXHAUST AIR0 ZO 90° CONICAL TEE ,�� M TWO-WAY MODULATING CONTROL VALVE WALL ON/OFF CONTROL SWITCH EC ELECTRICAL CONTRACTOR 0 t APPLICABLE CODES 2015 IBC _ •S 2015 IFGC 45° BRANCH 2015 IECC .� © THREE-WAY MODULATING MIXING VALVE ST WALL TIMER SWITCH ER / EG EXHAUST REGISTER / EXHAUST GRILLE X CV 2015 IPC / LU 2015 IMC MIME a �� THERMOSTATIC MIXING VALVE (TMV) Sv VARIABLE SPEED CONTROL ETR EXISTING TO REMAIN z 4 i u (L ,� z I) I � I DIFFERENTIAL PRESSURE VALVE EXH EXHAUST 4 W _ I- 45° CONICAL TEE 04 Z -I- 00 ili AM/ S OR S}~ PRESSURE RELIEF VALVE A I \ / I C FCO FLOOR CLEAN-OUTEt SIZE OR SHAPE TRANSITION F---- � V MANUAL AIR VENT Y FD FIRE DAMPER OR FLOOR DRAIN — 0 1 ( T AUTOMATIC AIR VENT I \A I �\ FPC FIRE PROTECTION CONTRACTOR z 0 X � Oin = \ Q VACUUM BREAKER GPM GALLONS PER MINUTE (WATER FLOW RATE) - p f u 1- ROUND ROUND FLEXIBLE DUCT KtuNnA W69 I ORC`� -4PRESSURE GAUGE WITH GAUGE COCK SIZE (INCHES) LD SUPPLY DIFFUSER (LINEAR) 0 SHEET DESCRIPTION PAGE \ / P NOTE: FOR STANDARD MODULE SIZE f1 X 90° ELBOW DOWN u Q PRESSURE SENSOR MC MECHANICAL CONTRACTOR Lin-10- ® l�� W / \ REGISTERS, SIZE GIVEN IS NECK O M0.0 MECHANICAL COVER SHEET I } ( �fy u1 SIZE. REFER TO AIR DEVICE SCHEDULE T PRESSURE / TEMPERATURE TEST PORT SHEET FOR MODULE SIZE. MOD MOTOR OPERATED DAMPER 1 -y 0 Lu M0.1 MECHANICAL ZONING PLAN 2 Z M1.0 MECHANICAL SCHEDULES 4 SEQUENCE OF 3 m 90° ELBOW UP Q TEMPERATURE SENSOR OA/ OSA OUTSIDE AIR 2 m * = AIR QUANTITY (CFM) PE Stamp _� N OPERATION I 7- THERMOMETER WELL F CA - COMB. AIR OED OPEN END DUCT Z DROP/ RISE DROP/ RISE 1 0,4 - OUTSIDE AIR m 0 MI.1 MECHANICAL SCHEDULES 4 OFFSET TO CHANGE ELEVATION (AT 30° I—•1-1 THERMOMETER 12/6 CD-I 250 RA - RETURN AIR PC PLUMBING CONTRACTOR 1 I > 1 WHERE POSSIBLE). ARROW IN DIRECTION EA - EXHAUST AIR = M22 LEVEL TWO MECHANICAL PLAN 5 J J OF AIRFLOW. INDICATE DROP OR RISE. BTU METER (FLOW 4 TEMPERATURE DIFFERENCE) MA - MIXED AIR PR PIPE RISER MUA - MAKE-UP AIR 0 0 M2.3 LEVEL THREE MECHANICAL PLAN 6 ROUND RADIUS ELBOW Q FLOW METER _ TYPE OF AIR DEVICE. RA RETURN AIR Fs RE: SCHEDULE SHEET M3.0 MECHANICAL SCHEMATICS 1 4 FLOW SWITCH RR RETURN REGISTER _J 0 m AQUASTAT RG RETURN AIR GRILLE Lu M3.1 MECHANICAL SCHEMATICS 8 RECTANGULAR ELBOW WITH l�� 4 z Lu TURNING VANES O M4.0 MECHANICAL SPECIFICATIONS 9 � 00 0 — OR BRAIDED TYPE FLEXIBLE PIPE CONNECTOR 15 p SA SUPPLY AIR 0 Ll SPLIT BRANCH TAKE-OFF WITH SQUARE ELASTOMERIC PIPING ISOLATOR (WITH KEVLAR) S. DMPR SMOKE DAMPER W IV oLk SPLITTER DAMPER W & 1M 14. _ PIPE UNION D 5 1 G\A T I O\ < SR SUPPLY REGISTER (SIDEWALL OR DUCT MOUNTED) IY LI-1 O 0 i SPLIT BRANCH TAKE-OFF II QUICK CONNECT (GAS) OR HOSE BIB (WATER) SV STUDOR VENT (SIZED BY CONTRACTOR) WU J WITH RADIUS ELBOW 4 _ fQ SPLITTER DAMPER117OR ��� RADIANT OR SNOWMELT MANIFOLD WITH ACCESS DUCTING: PIPING: TYP TYPICAL �. J OA - OUTSIDE AIR CW - CHILLED WATER _ U m O 0 PIPE UP OR PIPE UP 4 DOWN EA - EXHAUST AIR DW - DOMESTIC WATER TRANS TRANSITION Q Z BRANCH TAKE-OFF WITH _ HW - HEATING WATER _ T/� RADIUS HEEL AND DAMPER { 1 GENERAL: G - GAS V 1 C OR 0 PIPE DOWN TA TRANSFER AIR r-, LU E US - UTILITY SHAFT R - REFRIGERANT _ 0 1=1 bm" BRANCH TAKE-OFF WITH O FLOOR DRAIN — SD - STORM DRAIN UNO UNLESS NOTED OTHERWISE _ I- ? AIR EXTRACTOR11 OD - OVERF OW DRAIN i1 FLOOR SINK US UTILITY SHAFT }- d — OA WV - WASTE VENT Z W Q 0 LINED DUCTWORK —11 HORIZONTAL CLEANOUT v VTR VENT THROUGH ROOF IMT, F�1 (UNLESS NOTED OTHERWISE) — RISER NUMBER �L� Q OR 0 FLOOR CLEAN-OUT — W/ WITH 0 Z SQUARE NECK CEILING DIFFUSER OM METER WCO WALL CLEAN-OUT T^ U ct) X 4-WAYTHROW UNLE SDIRECTIONAL INDICA ED OTHERWISE 1 ® XFER TRANSFER V 1 PIPI \ D SIG\ATIONS ROUND NECK CEILING DIFFUSER O f \ f �N = Z 1-11 4-WAY DIRECTIONAL THROW } I \ 7455 \1�/ I I \ Ill UNLESS INDICATED OTHERWISE I CWS/R CHILLED WATER SUPPLY/RETURN C ' I N O = 2 SIDELUALL SUPPY GRILLE 'r CS/R CONDENSER WATER SUPPLY/RETURNN O T OR REGISTER WITH 11 HWS/R HEATING WATER SUPPLY/RETURN TERMINAL TYPE: AHU AIR HANDLING UNIT tW i_ L I AIR EXTRACTOR HWS/R(HT) HEATING WATER SUPPLY/RETURN HIGH TEMP CV - CONSTANT VOLUME BOX (SERIES) Q N FP - FAN POWERED BOX (PARALLEL) AS AIR SEPARATOR W a HWS/R(LT) HEATING WATER SUPPLY/RETURN LOW TEMP <4J = STATIC PRESSURE GLASS VV - VARIABLE VOLUME W 0 OR STATIC PRESSURE CLASS CHANGE .41H SMS/R SNOWMELT SUPPLY/RETURN VR - VARIABLE VOLUME w/ REHEAT B BOILER (HOT WATER) OCV ii .41H (INCHES WATER COLUMN) RS 4 RL REFRIGERANT SUCTION 4 REF. LIQUID / 1 N IY >- -----DCW----- DOMESTIC COLD WATER (DCW) COOLING AIR QUANTITY (CFM) CH CHILLER al Z Y DUCT I -- DHW DOMESTIC NOT WATER (DI-IW) 1100 CC COILING COIL Z al " SUPPL R SER " -----pHR— — DOMESTIC HOT WATER RECIRC (DHR) (FP 10) 540 MINIMUM AIR QUANTITY (CFM) FOR O �- VENTILATION OR HEATING. CH CABINET HEATER (� T^ Ill Et ----DI-IW-T---- DOMESTIC I-40T WATER (TEMPERED) PRIMARY AIR VALVE SIZE c./ V 1 0- W . OUTSID AIREXHDUCTUST RISER - - - - -V- - - - - VENTS CT COOLING TOWER CELL IT1 R OUTSIDE AIR RI a ft GW GREASE WASTE CV CONSTANT VOLUME BOX }- 2 PW PRESSURIZED WASTECIll O may/ GRILLE ORTREGISTIER \�� IW INDIRECT WASTE CE IL ING REURN ARDEF DISHWASHER EXHAUST FAN 4 0 BD BUILDING DRAIN MOD L L G ND EBH ELECTRIC BASEBOARD HEATER 47Im 04 4BS4 BUILDING SEWER ECU EVAPORATIVE COOLING UNIT DOOR GRILLE SD STORM DRAIN _ ' OD OVERFLOW DRAIN (STORM) POINT OF DISCONNECTION EF EXHAUST FAN SOD SEDIMENT 4 OIL DRAIN POINT OF NEW CONNECTION Issued For W 0- G NATURAL GAS e ERV ENERGY RECOVERY VENTILATOR (AIR TO AIR I-1X) ' 0 MANUAL BALANCING DAMPER G No. Date Comment (A) ABANDON ! 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