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Home My WebLink AboutPLANSWMAU--01mVA011AMA AUSTEN ENTE ISES INC. Austen Eltric Inc. &,/Ausn Airconditioning Inc. 2369 WEST,'78th STREET HIAL Offic+ Fa EC 13001529 JC SHAWN CR EC 13004175 RICHARD A.�/� RRY CAC .1817770 RICHARD A'/CURRY H IIL 33016 5 805 8166 30 I CITY SET SCANNED BY St. Lucie County 'ST' LUCIE COUNTY BLTLDL;G DIVISION REVIEWED FOR CONIIPLIAN y, REVIEWED B ' =`#-T. DATE MJI W%S AND pERAIIT:IUST BE KEPT ON JOB OR NO INSPECTIO\ iviLL BE MADE. ...................... . PROJECT NAME Island Dunes Condo 8880 S. Ocean Drive Jensen Beach, FL 34957 100 3 100 3 90 90 208V 208V 30 30 Existing 8x8x36 Gutter Existing Elevator Pane! El To Remain as is 175 j ! 66 Elevators I Car 2 j 100 Pnl ELV 3 POWER RISER DIAGRAM N.T.S.. TO ELEVATOR EQUIP - New 11/4" C 3 # 2 Thhn 1 # 6 GND Existing 11 /4" C 3r2thwn 1#6GND 2" C 3 # 3/0 EXISTING FBC 2014 5th edition NATIONAL ELECTRIC CODE 2011 A/C RISER MINI SPLIT DIAGRAM NTS New New 30 30 120 120 CAR 1 CAR 2 i�1t2"C 1/2"C 34 12 3-# 12 New CT 1 G— CT. 3 2 # 10THHN 3 # 12 THHN r CT. 6,8,10 Existing I 3t4°C 1 CT; 1,3 New 2#10THHN j 3#12 THHN I CT.6,8,10 Main Electric Room 4412 208/12 30 NOTE N1 : FWA,SM 111 MACHINE ROOM INSIDE 1/2"C 3-#12 CT. 6,8 2 30 15 n ELEVATOR MAIN LINE DIS : LOAD SIDE OF MAIN LINE DIS. - WIRE AND FUSE SIZE SUBJECT TO CHANGE PER NAME PLATE OF CONTROLLER SER'140E :.'.201? a ti. CIRCUrrs; EXISTING PANEL Jam MACHINE ROOM OUTSIDE m NINN BUS: 125 A MAINS: 1/2"C 2-#10 1-#12 CT. 6,8 R rVA tiN ,Yip POLE N D A:' IRE SIZE DESCR-TON CKf N0. CY.r. I NO. - .--P>= .. ESJRiP ION I StZE "ON j DUIT TRIP ! POLE KiG. Cp\ 2DA 1i'< .: -iCAB L16HTi !i 12 G=Cl mac^+ne x� I''.2 Iti2 Ize _- 1.6 20 i _2 -•_ !GAB L!Gh72 - j4 Mac ne Room Gg�';� !#'.<' I12 2 1.6 1 , 20 4 Passenger car Machine I #12 1112 I20-2 6.2 ?.6 20 ',2 #i2 Pi. llghm P:ight er iy Room A/C UNIT i 6.2 20= 1r 412 jFii lighS P.=sseraer cia !a ,6 GFCMp AC euiside #12 j 112 1 20-1 1.6 SPACE !" 1".2 SPACE i Kw x10a0 ! 206 x1 7_x = -0 ernpc TVaI Connecle5 Load 25.5 z i0001361 = 71 amps Tc-_ rcrn.=.c:cx! Led WP GFCI CT. 10 ACU --- BY OTHERS REUSE EXISTING NEW / REPLACE [SCOPE OF WORKI 1. REPLACE (2) MAIN LINE SAFETY SWITCH. 2. REPAIR / REPLACE (2) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN PIT ROOM. 4. REPLACE (1) GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. AC CONNECTION AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 Island Dunes Condo 8880 S Ocean Drive Jensen Beach, FL 43957 DATE 06/30/16 NTS El TYPICAL MACHINE ROOM LAYOUT. N.T.S. PIT / MACHINE ROOM LIGHTING: TO MEET CODE STANDARD ,FIXTURE SHOWN ARE DIAGRAMATIC ONLY QTY & LOCATIONS CHANGE AS NECESSARY TO MEET ELEVATOR CODE ASME A17.1 - FBC 2014 5th-edition NATIONAL ELECTRIC CODE 2011 COND —•— BY OTHERS EXISTING NEW / REPLACE COPE OF 1. REPAIR / REPLACE (2) MAIN LINE SAFETY SWITCH. 2. REPAIR / REPLACE (2) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN PIT ROOM. 4. REPLACE (1)GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. AC CONNECTION AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 Island Dunes Condo 8880S Ocean Drive Jensen Beach, FL 43957 DATE 06/30/16 NTS I E2 PIT / MACHINE ROOM LIGHTING: TO MEET CODE STANDARD ,FIXTURE SHOWN ARE DIAGRAMATIC ONLY QTY & LOCATIONS CHANGE AS NECESSARY TO MEET ELEVATOR CODE ASME A17.1 JELLY JAR WP WP 2 X 32 W T-12 50'L - 9' Wmp Around JELLY JAR WP JELLY JAR WP GFCI $$ WP 2 X 32 WT-12 50'L-9'Wrap Around Hoist Way Elevator Pit Lay Out NTS FBC 2014 5th edition NATIONAL ELECTRIC CODE 2011 JELLY JAR WP — — --- BY OTHERS — REUSE EXISTING NEW / REPLACE ISCOPE OF WORKI 1. REPAIR / REPLACE (2) MAIN LINE SAFETY SWITCH. 2. REPAIR / REPLACE (2) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN PIT ROOM. 4. REPLACE (1)GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. AC CONNECTION b N �yLLO N a m N �S Eo z0�w 10 010 % �H. - 7 AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 Island Dunes Condo 8880 S Ocean Drive Jensen Beach, FL 43957 DATE 06/30/16 NTS E3 CONDENSER AIR HANDLER MFG: MITSUBISHI MGF : MITSUBISHI MUY-D30NA MSY-D30NA BTU : 30,700 NO HEAT MAX BREAKER :25 AMP MAX BREAKER: 25 AMP COPPER LINES CFM : 887 5/8" & 3/8" SEER 16 CFM CONDENSER AND ALUMINUM STAND. NOTE: ATTACHED SEE WIND LOAD CALCULATION FOR CONDENSER & CONDENSER STAND MOUNTING BY ENGINEER. FBC 2014 5th edition Austen AC lm o ® o WATER LEVEL MONITORING DEVICE AS PER FBCM 307.2.3.1 AIR HANDLER N.T.S. 314 PVC TO ROOF DRAIN CONDENSOR LOCATED ON EXTERIOR MACHINE ROOM WALL ON ALUMINUM STAND DUCT SCHEDULE N/A OPEN RETURN HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPER X SMOKE DAMPER X FIRE RATED ROOF / FLOOR X FIRE RATED ENCLOSER X FIRE STOPPING X SMOKE CONTROL X NO HEAT LOAD REQUIRED SEE FBC 101.4.8.5 SEC. 13.101.5.7 ELECTRICAL EQUIPMENT SWITCHING BUILDING WHICH PROVIDE SPACE CONDITIONING FOR EQUIPMENT ONLY IN WHICH NO OPERATOR WORKS ON A REGULAR BASIS. SCOPE OF WORK 1. INSTALL (I) TON SPLIT SYSTEM IN ELEVATOR MACHINE ROOM. a 0 aw n a O N m 0 m I-� S N of yo E c a L E �Un n0�• rQ''$ AUSTEN A/C INC. 2369 WEST 78 STREET HIALEAH FL.33016 305-805-8166 305-805-8190 FAX CAC 1817770 Island Dunes Condo - 8880 S Ocean Drive Jensen Beach, FL 43957 DATE 06/30/16 e w SCOPE OF WORK 1. INSTALL (3.5) TON 1/4" COPPER LIQ. LINE SPLIT SYSTEM IN — — — — — ELEVATOR MACHINE AHU ROOM. ^`ll ii 3/4" PVC DRAIN LINE —chi 1/2" COPPER SUCIINdi to nearest roof drain a m O H LL n 5 2 �l 4l p N r = } z0 mmU- O a n am age O O O O O bq AUSTEN A/C INC. S ( (( /l 2369 WEST 78 STREET HIALEAH FL.33016 305-805-8166 O O O O O 305-805-8190 FAX CAC 1817770 Lf Island Dunes Condo °8880 S Ocean Drive txr Jensen Beach, FL 43957 GFCIwp COND f ATE 06/30/16 6FBC 2014 5th edition TS SCOPE OF WORK 1. INSTALL (1.5) TON SPLIT SYSTEM IN ELEVATOR MACHINE ROOM. 1-- Drain support _ \r J 314" PVC condensate drain 4ZI -TT m a m Roof line Roof line 0 N LL r 9 mLLo U t—y0 c N_ Eo I a't raoo Roof Drain z o w 1 Roof drains to storm water runoff catch basen a0'<. bV �� A Roof Drain Connection Detail AUSTENA/C INC. 2369 WEST 78 STREET HIALEAH FL.33016 305-805-8166 - 305-805-8190 FAX CAC 1814568 Island Dunes Condo 8880 S Ocean Drive Jensen Beach, FL 43957 DATE 06/30/16 NTS M3 WALL BRACKET DETAIL DIMENSION VARIABLES: S - Equip feet depth spacing T - Equip feet width spacing U - Top to bottom wall anchor distance V - Number of anchors in Vertical bracket Y - Number of anchors in top rear brkt 1.5"xl/8" STL FB DIAG BRACING IF READ MIN 4" SIDE VIEW BRACKET MAX 64'—�—� ANCHOR - SEE i— SEE NOTE IN TABLE A-2 SCALE: 3W = T-O" 30° MI 3/8"BOLT-ALL INTER MEMBER CONNECTIONS WALLANCHOR MITSUBISHI OUTDOOR CONDENSING UNIT WALL MOUNT CONFIGURATION & ANCHOR SELECTION BRACKET SKETCH DIAG BRACING OPTION 6" FRONT VIEW 3'x3"x1/8"STL ANGLE NUMBEROFANCHORS - ALL BRKT MEMBERS IN TOP REAR BRKT = Y NUMBER OF ANCHORS IN VERT BRKTS = V TABLE A-1 WALL ANCHOR TYPE AND STRENGTH ANCHOR LENGTH/E PULLOUT SHEAR SYM STRUICTURETYPE DESCRIPTION MBED MANUFACTURER (LBS) (LBS) C-1 CONCRETE 1/4' WEDGE 2-12" POWER 470 515 ANCHOR EMBED FASTENERS BG-1 HOLLOW BLOCK 3/8' WEDGE 3-12" POWER 425 615 GROUT FILLED ANCHOR EMBED FASTENERS W-1 WOOD STUD 3/8' LAG SCREW 2-1/2' L ANY 697 327 WALL ANCHOR NOTES: 1. Strengths for lag screws in wood are from NOS for wood Construction 2005 for Southern Pine, Cd=1.6, Cm = 1.0, Ceg=1.0, Ct=1.0, main member tm = 3.5', side member is=14 ga m0. Strengths for other anchors are from manufacturer's specs with min. safety factor of 4. 2. Poured concrete wall is min 2000 psi. Concrete block is medium weight. Max one anchor per half block. 3. Wood stud wall is min nominal 2 x4' with anchor centered in stud. ANALYSIS: THE TABLE SHOWS WALL BRACKET SIZE AND ANCHOR NUMBERS FOR VARIOUS MODELS OF MITSUSISHI HVAC OUTDOOR EQUIPMENT BETWEEN 1 AND 4 TONS THAT MEET THE FOLLOWING ANALYSIS: OVERTURN: MOMENTS DUE TO WEIGHT OF UNIT AND WIND LOADS. ANCHORS: PULLOUT AND SHEAR DUE TO OVERTURN AND SLIDING FORCE IS WITHIN REQUIREMENTS. EQUIPMENT INTEGRITY: METAL COVER FASTENERS: MIN NUMBER AND SIZE Legend for TABLE "A-2" Condenser lb) Min Number Screws to \ Wall Bracket [S", 1-.'U". V. Y) Z \ secure shell i long \ / side, Screw Size 29, 33, 30.191 12.5, 19.69, 16. 2, 014, M4 M SERIES TABLE "A-2r1 Model Families: UY-GE(09,12,15,24)NA, MUY-GL(09,12,15,24)NA, MUY-D(30,36)NA SIZE GROUP DIMENSIONS WT Range WALL BRACKET SHELL CABINET SIZE 1 21.6. 31.5, 11.25 66 to 80 12.5, 19.69, 16, 3, 0 4, M4 CABINET SIZE 2 33.4, 25.5, 13 119 14.2119.69, 16, 3, 0 4, M4 CABINET SIZE 3 34.6, 33.1, 13 119 14.2, 19.69, 24, 3, 0 4, M4 CABINET SIZE 4 33A, 33.1, 13 126 14.2, 19,69. 24.4. 0 4, M4 odel Families: UZ-GE(09,12,15,18,24)NA, MUZ-GL(09,12,15,18,24)NA, UZ-HE(09,12,15,18,24)NA, MUZ-HM(09,12,15,18,24)NA, UZ-KA(09,12,15,18)NA, MUZ-FH(09,12,15,18)NA, MUZD(30,36)NA SIZE GROUP DIMENSIONS WT Range WALL BRACKET SHELL CABINET SIZE 5 21.6, 31.5. 11.25 66 to 80 12.5, 19.69, 16, 3, 0 4, M4 CABINET SIZE 6 34.6. 33.1, 13 19 to 124 14.2, 19.69, 24, 4, 0 4, M4 CABINET SIZE 7 33.4, 33.1, 13 141 14.2, 19.69, 24, 4, 0 4, M4 odel Families: -2C20NA, MXZ-3C(24,30)NA, MXZ-4C36NA, MXZ-(5,6)C(42,48)NA SIZE GROUP DIMENSIONS WT Range WALL BRACKET SHELL CABINET SIZE 8 127.9. 33.1, 13 130 14.2. 19.69, 24, 3, 0 4, M5 CABINET SIZE 9 135A. 35A. 12.6 150 to 153 14.0, 19.69, 24.4. 0 4, M5 CABINET SIZE 10 52.7. 41.4, 14.2 276 14.6, 23.63. 30. 4, 1 6, N45 DESIGN CHECK W/ NOMIREOD z 1.00 = OK ti c Qm w L y uO o 1 0k Zu -m iy f 1.74 3.41 4.87 1.13 2.41 2.11 1.14 1.94 3.89 1.60 268 3.00 W 1.54 2.41 5.25 1.36 2.43 3.86 1.16 1.82 17.23 NOTE: 1. BRACKET ANCHOR IS MIN 1/4'0 A325 STL BOLT FOR ALL MODELS EXCEPT 'MXZ-5C4218C48' WHICH HAS MIN 5/16'0 BOLTS. SEE TABLE "A3' 2. ALL UNITS REQUIRE DIAGONAL BRACING OPTION IN WALL BRACKET 3. MODELS FAMILIES:(X,X,X) INDICATE DIFFERENT MODEL NUMBERS WITH AN ONLY PLUS THE REST OF THE NAME. 4. TO AHJ: WEIGHT OF INSTALLED UNIT SHOULD BE MATCHED TO SPECIFIC MODEL SUBMITTAL FROM MANUFACTURER. TABLE A-3 BRACKET ANCHOR TYPE AND STRENGTH ANCHOR DESCRIPTION TENSION (LBS) SHEAR (LBS) 1/4-A325 STEEL BOLT 1100 W9 5/16" A325 STEEL BOLT 1700 900 CODES: FMC, FBC 5th Ed. (2014) and ASCE 7-10 MIAMI DADE WIND SPEED = 186 MPH WIND DESIGN REQUIREMENTS: Uffimate Design Wind Speed Vult (3-sec gust) . 186 mph Nominal Design Wind Speed Vasd ................. 144 mph Risk Category ............ IV Internal Pressure Coef. GCpi... WA Ih to Centroid.............. 608. Wind Directionality Factor Kd.. 0.90 6posure Category ...- C Topographic Factor Kzt ......... 1.00 Enclosure Category ... Not Applicable Gust Effect Factor G ................ 0.85 Effective 14indAma .... 10 sf WIND LOAD METHOD: C&C - PART 1: LOW-RISE BUILDINGS H 5 60' VELOCITY PRESSURE: WIND PRESSURES: based on ASCE 7-1 D Eqn. 30.3-1 based on ASCE 7-10 Eqn. 30.4-1 qz = .00256 Kz Kzt Kd V• psi p = qh [(GCp) - (GCpi)] psf Kz .... 0.85 GCp = Zone 5 = -1.44 / 1.08 V = Volt Neg Zone 5 = -123.2 psf qz = 85.6 PSI Pos Zone 5 = 92A PSI LOAD COMBINATIONS: ASD, ASCE 7-10, FBC 2014 OVERTURN: 1. 0.67 D + 0.78 W (FBC 1605.3.2 Eqn. 16-18) SLIDING, ANCHOR PULLOUT: 2. 0.6 D+ 0.6 W (FBC 1605.3.1 Eqn. 16-15) GENERAL NOTES: 1. THIS ENGINEERING REPORT DOCUMENTS THE ANALYSIS OF VERTICAL MOUNT AC EQUIPMENT AND THE ASSOCIATED ANCHORING SYSTEMS TO RESIST DEAD WEIGHT AND WIND LOAD FORCES. 2. THE ANALYSIS CONFORMS TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 AND ASCE 7-10. 3. THE AC UNIT IS MOUNTED ON A BRACKET ON THE OUTSIDE OF A CONCRETE, BLOCK OR WOOD STUD WALL. 4. ANCHORS USED TO FASTEN THE UNIT TO THE WALL BRACKET ARE A325 OR HIGHER STRENGTH STEEL BOLTS. ANCHORS USED TO FASTEN THE WALL BRACKET TO WALL AS INDICATED IN THE TABLE A-1 ANCHOR DETAILS. 5. THE WALL BRACKET IS HOT DIPPED GALVANIZED STEEL AND FABRICATED WITH THE MAIN MEMBERS 3'x3'xt/8" STL AND BOLTED AS INDICATED IN THE DETAIL OR WELDED. CALCULATIONS: SEE DETAILED CALCS EC-1, EC-2 ATTACHED OR ON FILE LATERAL FORCE (SLIDING): 1. THE WIND LOAD ACTING ON THE SIDE OF THE AC UNITAND THE DEAD LOAD DOWNWARD. 2. THE WIND LOAD ACTING ON THE SIDE AND FROM OF THE UNIT ACTING OUTWARD. 3. THESE LATERAL FORCES MUST BE RESISTED BY THE SHEAR STRENGTH OF THE SUM OF THE ANCHORS BOTH HOLDING THE UNIT TO THE BRACKET AND THE BRACKET TO THE WALL. MOMENT FORCE (OVERTURN) 4. THE WIND LOAD ACTING ON THE SIDE AND FRONT OF THE AC UNIT WILL PIVOT THE UNIT ABOUT THE SIDE. THE FRONT WIND LOAD AND THE DEAD LOAD WILL PIVOT ABOUT THE BOTTOM. A SUM OF VECTORS IS ALSO CALCULATED. 5. THIS PIVOTING FORCE MUST BE RESISTED BY THE WITHDRAWAL STRENGTH OF THE SUM OF THE ANCHORS. CLEARANCES: 6. ANCHORS IN BRACKET METAL MUST HAVE EDGE CLEARANCES OF 1-1/2 DIAMETERS. 7. ANCHORS IN CONCRETE BLOCK MUST BE LOCATED AT LEAST 12' FROM THE EDGE OF THE WALL ANCHOR STRENGTH: 8. TABLE A-1 SHOWS LATERAL AND WITHDRAWAL STRENGTHS OF THE DESIGNATED WALL ANCHORS. TABLE A-3 SHOWS TENSION AND SHEAR OF ANCHORS HOLDING THE UNIT TO THE WALL BRACKET. EQIPMENT INTEGRITY: 9. THE METAL SHELL FASTENERS MUST RESIST THE NEGATIVE WIND PRESSURES CAUSING TENSILE STRESS IN THE SCREWS AND PULL -OVER EFFECTS OF THE SHEET METAL N N Q � N 0 � O Z Z co Z >' WIr LU am Z 0 m az ZEEV29 WW Nmm LLI D �Yz iO D J m mLL9 5P -0 Fr Z M ED VALID ONLY WITH ENGINEERS SIGNATURE AND SEAL. PROJECT z Z J O O U CO ail W L9 It 12- O Q WLL W UQ = O U mo Q3 W O Zw J O O 2 W j jo 2 O cD z U) r) Z C) N N o¢ Z F UZ REVISIONS ISSUE DATE: Mar 11, 2016 DWN BY: B.S. DWGSTLE: 11"x 17' WC: M-Series Condenser on wall bracket SHEET: ENG-1 PAGE OF MITSUBISHI OUTDOOR CONDENSING UNIT WALL MOUNT CONFIGURATION & ANCHOR SELECTION ENGINEERING CALCULATION DETAIL DATE: 9/25/2015 BY: snttc EC -1 °n-nu o,wm cn au i � : . Z; ENGINEERING SERVIG�E8 rrrb�2] 1a sW,21Msr. DAVE, FL3 26 TO.: as�ea9-Ba18 CUSTOMER: MITSUBISHI SUBJECT Series AC Units on Wall Brackets B . Sliding, Equipment Integrity -Overturn. .JS . PAGE 1 of 2 I SCHWART2PE : FLORIDALIC No. 62 1 DESIGN METHODOLOGY: ASD X LRFD OBJECTIVE: - To determine Wind Load on AC Unit mounted on wall bracket using ASCE 7-10, Section 30.4. - To confirm stability, wall bracket strength and anchor oonfiguration and strength. WIND LOAD: (See Wind Design Requirements Sheet ENG-1' Vu8 = 186 mph (FBC 2014 1620.2) for Miami -Dade Risk Category IV From 30.3.2 Velocity Pressure" qz = 0.00256KZKztKdV2 30.3-1 qz = 85.6 psf p= gz((GCp) +/- (GCpi)] list =-123.2/+92.4 psf for worst rase location Zone 5 on wail Example AC Unit Use M-Sedes Model # MUZ—D30NA - 2.5 ton with dims (Ht, Width, Depth, 441= [33-7/16",33",13',141 lbs] Example Wall Bracket. Use Wall Bracket with dims (S, T, U, V, Y] = (14.2 ,19.69', 24 ,4, O] This bracket has 4 wall anchors in each of 2 vertical brackets. WIND LOAD LATERAL FORCES: 1-71 Sliding Force on bracket anchors = Vectored sum of P1 and P2 Af2 All P=J(PJ2+P22) P1 �> Use Load Combo 0.6 D + 0.6 W P2 Area Aft = 33.4 x 131 144 = 3.0 sf, Af2 = 7.68 Sf Fw=�[(0.6'92.4"3.Op+ (0.6"123.2'7.68Y = 5921bs D Sliding Force on wall anchors = Vectored sum of P1 and D P=J(P12+D2)=2371bs VERIFY RESISTANCE TO SLIDING BY BRACKET ANCHORS: Sliding resisted by 4 bracket anchors in shear. Bracket Anchor is 114"0 SS Fnv = 24 ksi Rn /D = 589 lbs shear per anchor Since Rn /D > Rp 4' 589 = Z356 lbs z 592 lbs Resistance to Sliding CHECKS OK ° e VERIFY RESISTANCE TO SLIDING BY WALL ANCHORS: o ° Sliding resisted by 8 wall anchors in shear. Wall Anchor is min(515, 327, 615) From Table A-1 Rn = 327 lbs shear per anchor Since Rn Z Rp o 0 8 ' 327 = Z616lbs 2 237 lbs Resistance to Sliding CHECKS OK VERIFY MOMENT AND ANCHOR PULLOUT ABOUT BOTTOM BRKT Use Load Combo 0.67 D + 0.78 W Mp =P2'a + D "b = 738 Ibs' (33.42+24+3) + 95' (I M + 6) = 25,666 lb -In. Moment resisted by = Num anchors " moment am Pullout = min(470, 425, 697) = 425Ibs from Table WI' Moment = 425' (d + e + f + g]' 2 bids = 51,000 lb -In Since Mn z Mp as 51,000 > 25,688 lb -in. Resistance to Overturn about bottom CHECKS OK CODES: FMC, FBC 5th Ed. (2014) and ASCE 7-10 MIAMI DADE WIND SPEED = 186 MPH OnCCI- ENGINEERING CALCULATION DETAIL DATE: ENGINEERING sERVICes �rs� °sw zlas. 9/25/2015 CUSTOMER: MITSUBISHI EC_2 BV: DAVISW21MS SUBJECT: s M Series AC Units on Wall Brackets B.S. -Overtum, Sliding, Equipment Integrity PAGE 2 OF 2 RORAA UC No. 6 1 °P DESIGN METHODOLOGY VERIFY MOMENT AND ANCHOR PULLOUT ABOUT SIDE BRII Use Load Combo 0.67 D + 0.78 W :MP =Pl "b + P2 "c = 9,9821b-4n. Moment resisted by = Num anchors on 1 brkt - h Moment = 4' 425' h = 33,469 lb -in Since Mn 2 MN as 33,469 > 9,982 lb -in. Resistance to Overtum about side CHECKS OK VERIFY MOMENT AND ANCHOR PULLOUT OF BRKT ANCHOR Use Load Combo 0.67 D + 0.78 W MP = P2 "ht2 + D .III = 13,004 lb -in. Moment resisted by = 2 bracket anchors' pullout' z Pullout from Table A-3 is 1, 100 lbs for 114" SS bolt Moment = 2 ' 1100.14.1875' = 31,213 Ib4n Since Mn > Mp as 31,213 > 9,982lb-in. Resistance to Overturn about one foot CHECKS OK VERIFY NEED FOR WALL BRACKET DIAGONAL BRACING Mp about side= = 9,982 12 =4,991 lb4n. per bracket Pullout = M / 1.514 anchors = 831 lbs per anchor Since 831 > 425 must have diagonal bracing to eliminate lateral moment on short moment arm. P1=�> Anchor 1.5" CHECK SHEET METAL ENVELOPE FASTENER RESISTANCE: Analysis based on AISI SIOO-2007 "Cold Formed Steel Structural Members' Section E4: Screw Connections. Use Load Combo FBC 1605.3.1 Eqn 16-14 0.6D + 0.6W M on long side worst case Fw = 568 lbs (See above.) Resistance to the metal shell pull -off is the minimum of the tensile strength of the screw and the pull -over strength of the sheet metal. inputs: Size of screw = M4, d = 0. 157" with integral washer 0.323"dia. thickness of metal shell, t1 = 0.036', metal frame, t2 = .067 depth ofpenetrdon of screw in frame, fo = 0.187" yield strength of screw, Ful = 55ksi Based on the above data: Allowable tensile of screw, Pts/f), is = 215 Ibs per screw (where n = 3.01 Allowable Pull -Over strength, Pnov/I), is = 213 lbs per screw Allowable Pull -Out strength, Pnot(D, is = 400Ibs per screw Therefore the minimum number of screws per long side = 5681213= roundup(2.67) = 3 screws per side. Use at least 4 for obvious reasons. Note: The top panel has a lip that retains the front panel along the length of the unit and is considered as two additional screws for purposes of resistance of the front panel to lateral wind forces. Anchor Resistance to Metal Enclosure Pull -Off CHECKS OK ENGINEERING CALCULATIONS EC-1, EC-2 ASSOCIATED WITH ENG-1, MITSUBISHI M-SERIES OUTDOOR CONDENSING UNITS ,,sii, ON .W , BRACKET AND ANCHOR SELECTION N 00 o 8 0 d cn D 0z l ZW o a z_> W¢ Lij W WU) am m 0 � � z m m Nm 1 Z WW mm =0 LU OOZ O 00wo z� d Z23>�j 50 muJ. C0W'Dr VALID ONLY WITH ENGINEERS SIGNATURE AND SEAL PROJECt Z z O U OJ f.0 0 of Z O a YLL uJ 0 a = O U J mo < j 3 3 U W O 0W J -00 I _ 2 W j0 = O 00 y F0 H N Ib Z LU Z Fa V) U? REVISIONS ISSUE DATE: Mar 11;2016 DWNBY: B.S. "- DWG SIZE: 11"x 1r DOI MSeries Condenser on wall bracket : ' SHM: ENG=2 PAGE20F2 MITSUBISHI ELECTRIC COOLING &,-HEA.TING rAn rASUIR Split -ductless A/C and Heat Pumps Job Name:. Location: Date: Purchaser: Engineer: Submitted to: For EIReference ❑Approval ❑Construction System Designation: Schedule No.: GENERALFEATURES • Catechin andantiallemy enzyme filters for high air -purification capabilites Updated sleek: compact indoor unit design Remote -controlled Wide 2in'loW enables ideal horeontal air distribution Set` check S, nction- onboard diagnostics Advanced microprocessor control Auto restart following a power outage Hand-held Wireless Remote Controller Antiallergy Enzyme Filter Limited warranty: five years on parttsand defects and seven years on Compressors OPTIONALACCESSORIES Outdoor Unit Drain Socket Assembly (MtAC311D5) Indoor Unit Three -pole Disconnect Switch-(j,=?-ti9S303) Condensate Pump(23WV. S13100-23-0) Controller Options Wall moun ea 1Nired Remote Controller (F R 21 MAA req. MAC-3971 F) MA Contact Terminal Interface (MAC-3-971F) IJi NET control Adapter (N'AC-3991F) = Remote Temperature Sensor (1d,21-JK0307) z Lockdown Bracket for Hand-held Controller (RCVXPICS) Cooling' Rated Capaciy.......... : .................... 30,Z0o Btulh Minimum Capacity.............................9.800 Btulh SEER .... . ............ . ..... .. 6.0 BtlU ry Total Input ........... . ... .......... ........... 3.38D W rtati _..^.andr5ors (Conti �j- Inoao.. E^°=rr`•iD_-,5"� Power Supply ....................208 l 230V, 1-Phase. 60 Hz Breaker -Size .................................. _......25 A Voltage Indoor- Outdoor S1 S2 .... . .:....:.....:AC 2081230V Indoor -Outdoor S2-S3 .............. _ _ ........ DC 12-24V Indoor - Remote Controller ......................... Wireless •OPERA'nNG RANGE - Indo-slnlakafw Tent. IDu1d5Er1''n.akeAirTento.- lhintum DB Coaling Minimum Is.=- c=(-10--.:.IDS V73 MITSUBISHI ELECTRIC & ELECTRONICS. INC. Icd-s Umt h/St'-I)AMA - � T .W - th Ise RzmoL G:nidle Ndoa Uri kUY-MaA .Indoor Unit MCA....................... ........................ 1 A Fan Motor ..... . ......................... . .... 0.76 EL_^� A.inloW - Cooling (Lo - Mled - Hi- Povaerrup 389 - 639 - &48 - 887 Dry CFM, 350- 576 - 763 - 798 Wei CFM Sound Pressure Level Cooling (Lo -Med - Hi - Powerful) ......:32 - 42 - 1.9 - 50 dB(A) DIMENSIONS 5NITINCHES1Mf0 - VJ - t5-1/i511,170 ➢ n-51a /zo5 IH - 14-3I51335 Weight .... ........... ......... ... 40 ibs. 1 18 kg Ex•iernal Finish .................... Mmrsell No i.DY 9 210.2 Field Drainpipe Size O.D....................... 5/8" 115.88 mm Outdoor Unit Compressor ........... . .........: DC Inverter -driven Rotary MICA......................... ..................... 21A Fan Motor ............. . ..... _................. 0.93 F.L.A. Sound Pressure Level Cooling..........................................55 dB(A) DIMENSIONSI INCHES / MM VJ 33-1/151840 D 13/33G ]H 33-7i161 SAS Weight ................................... 126 Ibs. 151 kg External Finish .......................Munseil No. 3Y 7.81 IiJ RefrigerantType................................... R410.A Refrigerant Pipe Size O.D. Gas Side ................................ 518" 115.88 mm Liquid Side ................................ 3/8" 19.53 mm Max -Refrigerant Pipe Length ..................... 100' 1 30 in Max. Refrigerant Pipe Height Difference ............. 50' 1 15 m Connection Method .................................Flared um MSY-D30NA Required Space (Indoor Unit) ror tail; Iefc Eary4 or let bottom piping (usmgspa¢r): 5-118 or more 1 Air out Unit : inch -S+tfi ,i 3" (Yt9reless remoL= pnttoller I Pipmo ' Imufabon 1 'L'G.nd rw Mtg-11I16 ;p1-.r=0:1 1.rRared Irnro e:5on 016) .c3161A =Gas6'a o5r816-7:8 'et '.4i60.01 HJpirconnadon rSr61 �ei :;=1Il J61 rs2 :ci=41EOLI 1Ramd mr,xbon n.-.) 'Bi it 111 0mnleuell.nuen2l_i/8,o ad mgA1160.0. MUY-D30NA unit: inch P.'eOUIRED SPACE �� x imm Open t d b or ea Na 6ant and n sid^S am open ms.tt LI s mm -om.Imt n - to bosh. astaas - � RIP to boNsdes °•'.boa D an op nn en as a ru -t "-iota � '.-^j 20 inch or mo:a Blhe Eack IboN sidas arv�l ba are op=s : R� t \ - us Intertek FORM 11SY-D30Rk! MUY-D30NA- 201108 Q 2011 MITSUBISHI ELECTRIC & of EC_1RONICS, INC. C. MITSUBISHI ELECTRIC y + COO L114G & HEATING �i'le carte! ed',y] L8'ha^,(?uu'L= S'Jx2nEE P� ` aw.aaaa, G1,30024 Tee - as_ aax id Frr— 83:433-46M,r3) v..nw. :tFac.rara Specifications ere suSJad to chznoavr¢hout nES:x.