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HomeMy WebLinkAboutPLANSk. 1 14 0 Fort Fierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design CA# 28173 January 20, 2015 RE: Oleander Business Park SCANNEDBY 3281 Oleander Ave — C-3, St. Lucie County, FL St_ Lucie County The purpose of this letter is to address the use of the Aluminum A/C Stand with Telescopic Cross -Member manufactured by RM Enterprises Inc. for support of the Roof Top Unit (RTU) air conditioning system at the above address. The existing RTU is being relocated and installed on the proposed new A/C Stand. The RTU is approximately a 2 Ton cooling capacity system weighing approximately 200 Lbs., which is well within the weight and dimensional limits of the stand. The stand shall be installed (and RTU fastened to the stand) as per the manufacturer's documentation to meet the FBC 2010 requirements for 160 MPH wind for exposure "B", risk category II. Refer to attached manufacturer documents. wf E09F4L �O% �� lC 9 �i� J. Sv boda, PEy D AP hanic Engine8ra(EDrincipal STATE OF 4V cG�ment: ft, ' terprises Stand Design Documentation (3 pages) OgQi ..• \�� `,,!0NAI ST. LUCIE COUNTY BLDG: DATE: ELEC: DATE: PLUMB: DATE: MECH DATE: 315 South 7' Street ♦ Fort Pierce, FL 34950 ♦ Phone 772-672-4636 ♦ Fax 772-672-4637 www.fp-eng.com Z V� Pierte P gimenng\IS RajxuW VAC littprt\ISOGJDI 01[antlu Busincu Pah\Corrtpnden¢\FquipmeN Appmvsl J2tll C-) drc Pag I or I GENERAL NOTES: DESIGN CRITERIA: I- THE ALJ.V PJC5.4110- 1CWN ON -HES D'C MENT=� ARE DE51CNE01.4 ACCORDANCE .4/ rIIGH VE,DC"TY HURRICA Fd7NE PROV50115 OF THE FBC ZO IC EDITON (A5CE. 10)4 DwOED FOR DESIG:, PUR^03E5 IN 5 A55EMBUE5 5Ef A,C STAND SCHEDULE 2- WIND LOA05 ARE DETERMINED IN ACCORDANLE W/ THE A5CE 7-10, 3 NO INCREASE IN ALLOWABLE 5TU55 HA5 BEEN CONSIDERED IN THE DESIGN OF THESE STANDS.. 2. 4- USE Of THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY W/ CHAPTER 61 G i 5-23 OF THE FLORIDA ADMINISTRATIVE CODE. 5- TM15 5Y5TEM 15 DE51GNEO FOR THE MAX. WIND PRESSURE 5HOWN IN THE NC STAND SCHEDULE. 6 THE MAXIMUM 512E AND WEIGHT OF NO UNITS 15 SHOWN IN THE A/C STAND SCHEDULE, 7- SEE P.B.C. CHAPTER 15. SECTION 1522 AND TABLE 1-22.3. FOR MIN CLEAR HEIGHT, B- THE CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITH STAND SUPERIMPOSED LOAD OF A/C 5TAND5.. A FLORIDA REGISTERED ENGINEER SHALL VERIFY CAPACITY OF EXISTING STRUCTURE TO SUPPORT NC STAND LOAD5 SHOWN IN FRAME SCHEDULE. 9- ALL WELLOING SHALL BE PERFORMED W1 4043 FILLER ALLOY, UNLE55 OTHERW5E NOTED. 10- ALUMINUM DE51GN 15 114 ACCORDANCE W/ THE F.B.C. SECTION I GO9.8 AND THE ALUMINUM ASSOCIATION 5PECIFICATION5 FOR ALUMINUM STRUCTURES (IATE5T EDITION),ALUM, SHALL BE MADE OF 6061-T6 ALUM ALLOY, 11 WHERE ALTERNATE CONNECTIONS OF NC UNIT TO THE EXIST. FRAME ARE REQUIRED, CONNECTIONS SHALL BE DESIGNED FOR THE ACTUAL WIND LOAO5 W1 CONSIDERATION OF UPLIFT, OVERTURNING t SLIDING. 1 2- NC CONTRACTOR SHALL PROVIDE VIBRATION ISOLATOR PADS BETWEEN NC UNIT AND STAND, THE ALUM. A/C STANDS 51C [N J'; THESE DOCUMENTS ARC DESIGNED IN ACCORDANCE W/ HIGH VELOCITY HURRICANE ZONE PROVj- ON9 Of TYE FBC 2010 EDITION n THE FROd610N5 OF THE 4.5CE-10 LOAD DE51GN CRITERIA'. WIND LOAD: A5CE 7 10 VELOCITY WIND PRESSURE: 160 MPH, DPO5UK"V IMPORTANCE FACTOR ND: 0.90 GCF=3..1 FOR LATERAL LOAD5, GCF= 1,5 FOR UPLIFT LOADS. 3-ALJN1 LLr'q,BLE 5'RE55E5(A.LUNNNUY LT DES�G-A I'.'e.;bl i61 AI COMPRE551W 10 STRENGTH. FCY= 1' 0H'I IM C511. B;'1451LE'ND SFRENGTn- m= : A5 NIBS tiI' CI {EN51LE utnuATE 5TRfN'G1H. FTU= 42. L,51 OI 5nEAR TUC 5%. W;IH, f5Y= 20 f51 EI 5MEAR ULTIMATE 5fRENGT'I, F5U= 27151 f) FOR MEMBER5 wl MAX5TRE55E5 NEAR I' Of A H<LD. 4- FOR PROPOSED A35EMBLY LAYOUT sff BELOW A C. AFPROX.. PACEMENT DIAGRAM. DESIGN LOAD5 WIND'. O (IATERAJ=310 P5f ONPUNI= 150PSF .MAX UNIT WEIGHT= 3001 w•� 0 vv-uarro.. AC APPROX, PLACEMENG DIAGRAM IT. 13- CONTRACTOR SHALL VERIFY CONNECTION OF A/C UNIT TO FRAME DOES NOT INTERFERE W1 THE NC MANUFACTURER'S WARRANTY, Ie"' 14- ALUM. STAND 5TRUCTURE5 DLRECTLY EXP05ED TO THE SEA COAST MND5, •v.•v.•o ,n.v.w ,0 SHALL COMPLY W/ THE F.E..M A. SPECIFICATIONS FOR CORROSION PROTECTION, 5- COASTAL APPLICATION'S EOUIVALENT TO EXPOSURE -U- INLAND APPLICATION 15 EQUIVALENT TO EXPOSURE °C' am z: zc z.o z STAND SELECTION PROTOCOL: ,-71w&;.9.- I INVESTIGATE 6 DETERMINE THE OVERALL BLDG. HEIGHT WHERE YOU ARE PLANNING TO LN5TALL THE STAND. IT MUST BE LESS THAN 100 FT, 2- ONCE. THE OVERALL BLDG HEIGHT 15 DETERMINED, GO 10 SHEET a 3 OF 3 t SELECT THE CORRESPONDING LATERAL DESIGN WIND PRESSURE FROM TABLE # I. FOR E55ENTIAL FACILITIES SUCH U5 GOVERNMENT BLDG5, SCHOOLS, ETC, INCREASE THE SELECTED WIND PRE55URE BY 15%, THAT 15, MULTIPI Y BY 1 15, FOR BLDG, HEIGHT5 LE55 THAN 60 FT INCREASE THE SELECTED WIND PRE55URE5 BY MULTIPLYING TIE WIND PRE55URP5BY 1 91N ADDITION TO THE INCR'-A5E FOR E55ENTIAL FACILITIES 3- ONCE YOU OBTAIN THE WIND PRE550R-15 ACTING ON YOUR PROSPECT UNIT GO TO SHEET #3 OF 3 : SELECT FROM TABLE a 2 BASED ON THE DESIRED A55EMBLY a THE MAX.. LATERAL DE51GN WIND PRESSURE (ESE) THE UNIT CAN WITHSTAND THIS VALUE MUST BE GREATER THAN THE REQUIRED DESIGN PRF55URE5 OBTAINED FROM TABLE x I IN ORDER FOR THE STAND 10 BE SUITABLE FOR YOU SITE CONDITION,. ]nw.n as:e C3JS.i01 afvC iCq [hcw c_ Z. E AC APPROX. PLACEMENT DIAGRAM NILS F.. SpI30 P.E:60P St Hw,COA6UU909S3 A55EM8LY No. 5 'IG LEG5 STAND' ML p BEAM) O.bi 5 0::5 OR� i D.b .sD 3mnsrzn P W W C-CHANNEL 2 w: �. 55EMMY No. 4 "sz y ALUM. STAND NOTE5: 0 LEG5 5TAND' I. FOR A Hml!1E51. 2,314 AC UND55 XA AMNUN VERIKN Pupl.Cit94RE.63.3350VA Rn I3Dx40^, UC,�. 2 FOR ASSEMEEY 5 VC UNIT5 5n IM A MMMUM vfR11CA1 PIEOLCIFO AR().Q I I � SL4PyxEp iEET 140x40'1 JCn. (RfR TO MANUF. RCOMMENDAT:ONj 3. UNITS SN DE DQJAY5PACfD IN THE CONFIGURATIONS 5NO+m ON S.I.A IAN.YI2- CIEAR 0i51. efIWEE N uxNS 51 APPLY 4- PROVIDE 3' MIN.. PROM EDGE OF STAND 10 EDGE OP UNIT, AC "In DEPM. (4V MAY 512Ej SEE AC --_-___-- STAND $CnEpU AK UNIT (40740Y40'I i m PROVIDE FREET NEW MAY. WGM � 300 W i b FOR FlJLL VWLE !' PERIMETER OF PIECE 29' Mn seE AC $n, M ynE[4V _ y Z I i Oy u I _ 2 2 i _ 6 N 3 3 ''� g RtRll 5g1TARf i (�LASE PLATE m` TUBING. 10Y OFROOIN15n.� ] I ovlyoe e.. > x u s1+,o scn g .µl :�eu13su ze XE+2 ilw05l. SOU0.RE TUBING �50UARE TUBINGTUBING 3 P ND TUBING 5 In v` In knew a U " GAIv. 2 m TH O" Mf inP,OUGn dOIT CCHANNEL 2WI ALUM. ANGLE f5057 A LOYI FRAME ELEVATION (ASSEMBLY 1 .2.3 a 4) 50 1 1 -G NOTE: I:Y[51--Q'/ lO RC c," `s. SFU¢ -szz z ROUND TL 01ANNEL TO TUBE W1 FULL PERIMETER WELL OR G TO PIECE 3. n2-4 ALUM. ANGLE (QCGI-T;,uC7 - TYP. FRAME A55ENIBLY DETAIL. 5 kf: 1:4 OLJ��CL Denis K Sohn PE5M s3'PXCOA INYIAS imF t m F.-2 - TABLE k2: AJC STAND SCHEDULE - - `--- A. _ LJN 'OSI,p(I DO TUBE i2f. �% _ 4 BASf 'UT. ,a U:`" , GMISWS.( [YG 'LIMA v - Y 9 J 1 MAM MNp jPD.f Rfh^,npw5--I n O v n 1 %•d.t 1 . .fR, o0a3 WB !+psl II'll, 0.gsL V Ub {_ nr n,n .+Y Im /�b°I 4030. 30 1.9 C2H• L= 15x i 51DJ2511751, 75x009= j,1B' Ia0 a. 30d 149 Jg JCO i 96 ,D p O: 2.3 aG. 3o.30 L9 C•d a51C 2511.)5/f. 15xD 4 5 d' JOd. 33 3x 5.86 Dx a0. 30.30 1.9 1.9 0.2d1 U.>HI '515x15x0. 12511]5x1)5x0094 F5. 1. 5xI.5x0.)25/I]5xl75MCF94 5'.5'+ 5'5', 3'H' ?/0' 30H 199 3CB 149 33 3] 3x 3x 5.96 S.H6 6 07 6.0 1) ow O.x ap.40.40 TABLE P : REQUIRED DE51GN PRE55URE5 ON A/C UNIT5 BA5ED ON BLDG. HEIGHT HEIGHT FROM GRADE TO TOP OF ROOF LEVEL LOUPON E-ID IATERAL(GCP-3. 11 n,115 FT 175.2 P"if 15FT<n 20" WFT<n 30FT 30Fl240PT4OPT< 5p FT50Fl<n 60Fl 60fI< )0.Fl )OFl <n EO fT BOF. <n 90Fl90fT<n Ix Fr INWTD NERAL IGCF• 1.51 B4 B P5f Id6.2 P5f 202.H P5f L5.4 P5f 220H P5f 234,6 P5f 242.3 PSP 249.3 P5f 255.5 P5f 261.2 P5f LATERAL, I Cq.C) 3.) 212 ] PS 90.1 P5f 223 6 F5F 98.1 P5P 239.9 104.2 P5f 109.2 P5f 113 5 P5f 11].3 PSF 120.E Y4F 123.6 P5f 126.a P5f fl L51 ITAL 102.9 F5 PSP P5t 252.2 P5f 262.2 PSF 2]0.6 P5f 2]B 0 PSF 284.5 PY 290.a P5f 295 0 P5f COA fl COAStAL CDNDNIDxS C Sn6i' "'D r aPP1Y m.v n, ni,v_ n 6.I P5f I Al-,nrI 122.0 F5f ............... 126.9 PSF _._-.... 131.0 P5f 134.5 PSf 13) ]PSf 140.5 P5P 143.1 f5f ANCHOR 5CHEDULE 515E PATF 512E OT57, 5TRUCTURf ANCHOR Il'PE j%s'%yH' ASSfMmyCONCRETE &Y J.2.C,2.3.4 r > (41N& a 5 -B, TInlr kW Bon LIT W12�tNENE. MI.. 3r0' 51EEI JO5T5 "A.05.5, THREADAO ROD WI GALV., DOUBLE NUT54 ASSEMBLY 1,2.3,415 WA5M1ER55NUG TIED. 5' x 5%, NE, W 00 4-A' 0 5.5. TnRf m ROD w/ GALV DOUBL NETS I I ASSEMBLY 1.2.3.4 4 5 WA,NEPj 5WG TIED. ROUND TUBING 0 t t0 HOT DIPPED GALV. 11 THROUGH BOLT 5NW TIE ANCHORS PER PLATE. 5EE ANCHOR MHEDULF. 015E PLATE. 5fP 4 } HND SOH. Bch, I A ANCHOR 'ALUM. ANGLE TG.4LOvi �•-..+^v.+..uor •vnwn vl\p>v[nNfJ 5v NUN,CIPANlf5 m Ri AK UNN n0U5ING OR 51-IELLI IOGN 2' x 15 GA GAL¢ 5TECL 5TRAP, 5TRAP 5HALL PA55 WER UNIT TO IMAM ON OPP05ITE 510E, <iC .N11 1CL15Nl; OP_511ELL. jPoRL DJ Y:1CU5L (4PER UNIT) ANTI- gVRA-ON PAD5 51 QC CONTRACTOR @ EACH CONNECTION I.�NA I LOCATION 1 4 ANW P2 = ALT. AJC UNIT TIE -DOWN CONNECT: ON DETAIL . E' rtlri? 2. w UNIT HOU5WG CIE 5.61 6 RM CLIP BY R M. ENYERPIEMS WJTHE C51ryl0T$.`IORIDA RTIflCA710NT10N •. O U B O OCE �0 y M n 2 2 W <I, < MIN„(4) PER UNIT 4 5HALL BE FULLY 5TRETCnfO.(Fy=36f5N ANI4 VIBRATION PA)5 B`" 4C -'I-BCONTRACTOR r? EX_n CONNECTION EAM LOUTION ( 4 MINT AMb VIEL PADS < ��tqquu;; t G 0 h f 0 ATION 5Y A CONTRACTOR 9 EACH CONNECTION .•0 HOLS C 00, W LL < kftF I LCCATCN(A MINI. O fyu ddZm 2 H) F 125M5 At EACH 5TFAP A/C UNIT TIE -DOWN CONNECTION DETAIL. ul Lq 0 END TO UUDER5IDE OF I BEAM, 5CAL: 1:4 pE i i ALT. NC UNIT TIE -DOWN CONNECTION DFfAIL SCALE: 1:4 ROUND'JHN; 3 W FF O Z O FILLET WELD FULL F05T CIRCUMFERENCE TO BASF PLATE. SEE AC MIA 4 L� '•• • , ,�I • '•• 4'•f .. 1 , 1 • IM-01 �LL•JuPTPT:•.nu•� �tPL ABWE) PRW-Df 2x6' MIN , OC:D SLOE VNe SJ EA 510E OF P;AIE i..uN(r_,ION I AnACn 0 FnIZ R4FT`r NS M 4. 168 IOf 9AA5 EA FN- BA5E PLATE DE -.AIL IN WOOD 5035TRATE5 5CALF , 4 1 }0 M1O( DIPPED GAIv THROUGH FfOLT fIIJtT MID FULL P05T CIRCUMFERENCE TO BABE PLATE. SEE NC STAND 5CHEDUL 1 I 2'G; IlUM ANGLE T66A,L INI N fZ4 n3 f - � - ROUrvO TUBING 3 HOT GIPPED GALV. / 2'x2'x ALUM. A.4GLE BY -4 BASE Putto MROUGn BOLT (GOG I _TG AfLOYI ! : FILLET WELD FULL PLATE551ALL SAND\NCN i N,N c>-09ro1R 4 ANCnOR5 PER P ATE. P05T CIRCUMFERENCE ROOF J015T MEMBER W44) YC• SEf ANCHOR SCHEDUL. TO BASE PLATE 5FF AC ! ') THRONGED ROD5 PER PLATE t SG STANOSCnfDULL W/NUT51 WA5nER5, BASE PLATE 5Ef 4 cm<� o.v, AIC SEAN0 5[n. U15TING 5 UL 1 5T 8• 6? 5TEEL OAF BELOW ROOf J 5F B)I I�K TYP BA5E PLATE DETAIL IN CONC 51JB5TRATES A.C. BASE .PLATE DETAIL ON 5TEL',. J015-5 3 5CALE 1.4 SCUE .: vOff i'I ifE AC 5TAND 5Cn. POR vEL, InICKNf55.. DfTN5 �. 5U aT10 3 m 3 P.E.iS`YR il.3wl0:, fUlALV95 r 1 DESIGN CRITERIA GENERAL NOTES: I - THE ALUM. A/C 5TAND5 SHOWN ON THESE DOCUMENTS ARE DESIGNED IN ACCORDANCE W/ HIGH VELOCITY HURRICANE ZONE PROVISIONS OF THE PBC 2010 EDITION (A5CE-10) 4: DIVIDED FOR DESIGN PURPOSES IN 5 ASSEMBLIES. SEE A/C STAND SCHEDULE. 2- WIND LOADS ARE DETERMINED IN ACCORDANCE W/ THE A5CE 7-10. 3- NO INCREASE IN ALLOWABLE STRESS HAS BEEN CONSIDERED IN THE DESIGN OF THESE STANDS. 4- THI5 SYSTEM IS DESIGNED FOR THE MAX. WIND PPE55UPE SHOWN IN THE A/C STAND SCHEDUIF. 5- THE MAXIMUM 51ZE AND WEIGHT OF A/C UNITS 15 SHOWN IN THE A/C STAND SCHEDULE. G- SEE F.B.C. CHAPTER 15, SECTION 1 522 AND TABLE 1522.3. FOR MIN CLEAR HEIGHT. I - THE ALUM. A/C STANDS SHOWN ON THESE DOCUMENTS ARE DESIGNED IN ACCORDANCE W/ HIGH VELOCITY HURRICANE ZONE PROVISIONS OF THE FBC 2010 EDITION * THE PROVISIONS OF THE A5CE-10 2- LOAD DESIGN CRITERIA: WIND LOAD: A5CE 7-10 - FBC 2010, SECTION 1620.E VELOCITY WIND PRESSURE: 150 MPH. EXPOSURE '0' IMPORTANCE FACTOR = 1.0 KD: 0.90 GCf=3. 1 FOR LATERAL LOADS. GCf= 1.5 FOR UPLIFT LOADS. 7- THE CONTRACTOR SHALL VERIFY EXISTING STRUCTURE WITH SUPERIMPOSED LOAD BY A/C STANDS. A FLORIDA REGISTERED ENGINEER SHALL VERIFY CAPACITY Of EXISTING STRUCTURE TO SUPPORT A/C STAND LOADS SHOWN IN AC STAND SCHEDULE (TABLE # 2). 8- ALL WELLDING SHALL BE PERFORMED W/ 535E FILLER ALLOY, UNLESS OTHERWISE NOTED. 9- ALUMINUM DESIGN 15 IN ACCORDANCE W/THE F.B.C. SECTION 1620.E AND THE ALUMINUM ASSOCIATION SPECIFICATIONS FOR ALUMINUM STRUCTURES (LATEST EDITION,ALUM. SHALL BE MADE OF GOG I -TG ALUM 10- WHERE ALTERNATE CONNECTIONS OF A/C UNIT TO THE EXIST. FRAME ARE REQUIRED, CONNECTIONS SHALL BE DESIGNED FOR THE ACTUAL WIND LOADS W/ CONSIDERATION OF UPLIFT, OVERTURNING * SLIDING. I I- A/C CONTRACTOR SHALL PROVIDE VIBRATION ISOLATOR PADS BETWEEN A/C UNIT AND STAND. 1 2- CONTRACTOR SHALL VERIFY CONNECTION OF A/C UNIT TO FRAME DOES NOT INTERFERE W/ THE A/C MANUFACTURER'S WARRANTY. 13- ALUM. STAND STRUCTURES DIRECTLY EXPOSED TO THE SEA COAST WINDS, SHALL COMPLY W/ THE F.E.M.A. SPECIFICATIONS FOR CORROSION PROTECTION. 14- COASTAL APPLICATION 15 EQUIVALENT TO EXPOSURE "D". COASTAL CONDITION SHALL APPLY TO BUILDING LOCATED FROM TO SHORE LINE FOR A DISTANCE UP TO GGO FT OR AS DEFINED BY MUNICIPALITIES. INLAND APPLICATION 15 EQUIVALENT TO EXPOSURE "C'. STAND SELECTION PROTOCOL: 3- ALUM. ALLOWABLE STRESSES (ALUMINUM ALLOY DE5IGNATION:000 I -TG) A) COMPRE551VE YIELD STRENGTH, FCY= 11 KSI (') i35 K511 B) TEN5ILE YIELD STRENGTH, FIY= I I K51(')135 K511 C) TEN5ILE ULTIMATE STRENGTH, FTU= 42 K51 D) SHEAR YIELD STRENGTH, F5Y= 20 K51 E) SHEAR ULTIMATE STRENGTH, F5U= 27 K51 (') FOR MEMBERS W/ MAX. 5TRE55E5 NEAR I' OF A WELD. ATION OF USE: A) BLDG. HEIGHTS < 100 it FOR RATIONAL CALCULATION OR MAX. DE51GN WIND LOADS: Q (LATERAL) = 198.E P5F (0.6 V Q (UPUFT) = 96. I P5F (0.6 W) WHEN WIND TUNNEL TEST ARE PRESCRIBED. B) MAX. UNIT WEIGHT MAX. / MIN. UNIT WGHT = 400/200 Lb MAX. / MIN. UNIT WGHT = 2001100 Lb A.C. APPROX. PLACEMENT DIAGRAM. SCANNED BY St. Lucie County 4d3dx3dx3d 2 HEIGHT%W1 X0E 4d/30k30k3 14}' (MIND (MIN.) AC APPROX. PLACEMENT DIAGRAM (MIN.) 4dljdx3013d I I 4d/30k3dx3d I I 4d/3dx30k3d I I 4d/3dx30k3d I I 4d13dx3dx3d 2'-Id 2'-I9 2'-I9 ASSEMBLY No.S '161BG5 STAND 2g�{r I - a. INVESTIGATE * DETERMINE THE OVERALL BLDG. HEIGHT WHERE YOU ARE PLANNING TO INSTALL THE STAND. IT MUST BE LE55 THAN 100 FT. b. ALSO CLASSIFY THE BUILDING LOCATION AS COASTAL (EXPOSURE'D") OR INLAND (EXPOSURE "C"). COASTAL CONDITION SHALL APPLY TO BUILDING LOCATED FROM TO SHORE LINE FOR A DISTANCE UP TO GOO FT OR 20 TIMES THE BLDG HEIGHT WHICHEVER IS GRATER OR AS DEFINED BY MUNICIPALITIES. 2- ONCE, THE OVERALL BLDG. HEIGHT AND EXPOSURE 15 DETERMINED, GO TO SHEET 5-3 / 5-3A. 8 SELECT THE CORRESPONDING STAND FRAMING INFO AND ANCHOR, lmri - IaJ JI WJ V.. ASSEMBLY No. 5 I AC APPROX. PLACEMENT DIAGRAM Denis K. SJlano 902 SS 2046 C.O.A. OW095 rewsiom: 9 m Y a a N w j z W N N <v m WQLL w Zw AD w cCh N� O m G G date 0I-26-2015. Issued 2015 drawn A.S.G checked D.KS. project rio. 15 \ remsons: qNF N F�ON •, 2-/0' FO�FR7F � M F o �MOi,WY'0+c G2 Cg4, /BF ,�.(0 A55EMBLY No. 5 ��F°R9 F-e� N�' " bb I G LEGS STAND" roT� °° 4�sNF GS (DUE TO SPACE LIMITATION A55EMBLY NCI O LEG STAND 15 NOT SHOWN ABOVE. PLEASE REFER TO SHEET 5-1 FOR INSTALLATION DIAGRAM.) UNIT DEPTH. 0. ASSEMBLY ne LEGS STAND" ALUM. STAND NOTES: A55EM15LY No. 1 "4 LEGS STAND" I - FOR A55EMBLE5 1. 2,3 6 4 A/C UNITS SHALL BE A MAXIMUN VERTICAL PROJECTED AREA OF 8.33 SQUARED FEET (30"X40°) EACH. 2- FOR ASSEMBLY 5 A/C UNITS SHALL BE A MAXIMUM VERTICAL PROJECTED AREA OF 1 1 .1 SQUARED FEET (40°R401) EACH. OTMERW15E NOTED ON PLACEMENT DIAGRAM. (REFER TO MANUF. RECOMMENDATION) 3- UNITS SHALL BE EQUALLY SPACED IN THE CONFIGURATIONS SHOWN ON S- I .A MIN. OF 12° CLEAR D15T. BETWEEN UNITS SHALL APPLY 4- PROVIDE 3" MIN. FROM EDGE OF STAND TO EDGE OF UNIT. 0.385 }^ O.G 15 SEE A/C STAND SCHVUULt UN o-Dp-z3A ------------------------------------ I A/C UNIT. G 90 3/005TEEL i MAX. / MIN.WGH_ T - 400/200 Lb (40"X30"X309 THUM13 SCREW 1 MAX. / MIN. WGHT = 200/ 100 Lb (30730"X30") NOTE; I WEIR TO MELD W/j' FNPDW 2 C CHANNEL I 28' M1n.- 40' Max. (AIC UNIT. 40'X30°X3d1) "' i 23" M1n: 40" Max. (A/C UNIT.30"X30"X30") SEE qWC STAND SCHEDULE W Iy' I �- ------------------------- --- d r I I i? o ���YYY 1.375 m I •) zQ 0 • z vz 2' G Q BEAM) RAIL— a w 3 THRU-BOLTS w g CK SQUARE ' ' B m•- TUBING. 4 I Z®P Q ROO' INI5H.--\ .-. -t—" " " "" " " "" "' ROUND TUBING SQUARE TUBING G SQUA RE TUBING 3:s:,• 5 iN b o v a ~ 2 N I -BEAM U = w J'O ASTM A-325 3 HOT DIPPED GALV, THROUGH BOLT C-CHANNEL (, PROVIDE FILLET WELD FOR FULL VISIBLE PERIMETER OF PIECE 5 OR G TO PIECE 3. m\\ROUND TUBING 3 I I � CHANNEL TO TUBE W/ 1 FULLPERIMETER WELD. A` N I It 2°X2"Xy' ALUM. ANGLE _ (GOG I TG ALLOY) TYP. FRAME ASSEMBLY DETAIL. SCALE: 1 :4 2'X2'Xq ALUM. ANGLE (5057 ALLOY) FRAME ELEVATION (ASSEMBLY 1 ,2,3,4 * 5) SCALE: I : I G NOTE: I') SEE STAND Mr. CLEARANCE ON FBC CHAPTER 15, SECTION 1522.3 TUBING v o �\Y Denis K. SD P.E. 56902 S.I.2046 C.OA 00009095 r5 d L N N C a s' IV K F¢ a i WLu L ¢ Z wC � ¢m C oe Lu O y A3,,Lu oe ZLu {il ¢v K G Z O lW-T cOi ¢ m a at F Q ml~i date 01-28-20I5 issued 2015 drawn A.S.G chec5rd D.K.S. Project.. TABLE # 1: REQUIRED DE51GN PRE55URE5 ON A/C UNIT5 BASED ON 6LDG. HEIGHT (0.6 W) (SITE 5PECIFIC) EXP05UU "C" 15LAND HEIGHT FROM GRADE TO TOP OF ROOF LEVEL A5CE-10 H-<15 FT 15FT<H 4 20 PT 120FT<H<30 FT 130FT<H<40 FT 140FT<H<50 FT l50fT<H<GO FT lGOFT<H<70 FT l70fT<H <&0 FT 5OFT<H<90 FT 90FT<H<100 FT LATERAL (GCF=3.1) 118 PSF 125 PSF 136. I PSF 144.4 PSF 151.3 P5F 157 PSF 162.5 P5F 168 P.9F 172.2 P5F 1 175 P5F UPLIFT (GCF=1 .5) 157.1 1 60.5 PSF 1 65.8 PSF 1 70 PSF 1 73.2 P5F I 76 P5F 1 78.6 P5F 1 61.3 P5F 1 83.3 P5F 1 54.7 PSF TABLE #2: A/C STAND SCHEDULE EXP05URE "C" 15LAND (') 0 < builchnia Hel ht< 100' ASSEMBLY NO. A/C UNIT H x W x D. POST SIZE. O TUBE SIZE. /© W x H x T IN x IN x IN MAX. STD. HEIGHT (in) UNIT. MAX./MIN. WEIGHT MAX. WIND SUPPORT REACTIONS.(-) O.D. (in) t in) T NF5) C (F ps) V (Kips) M (lb- in)R15) 1 ,2,3,4b5 30 x 30 x 30 1.9 0.281 1 TS 1 .5X I .5XO.1 25 / 1.75X 1 .75XO.094 32 2001100 3.1 3.3 I . I ROO 1,2,3,4$5 40 x 30 x 30 1.9 0.281 T5 1.5X I .5X0. 125 / 1 .75X 1 .75X0.094 32 4001200 3.6 3.8 1.3 0.00 NOTE: I-) VALUES HAVE NOT BEEN FACTORED TABLE #3: BASE PLATE * ANCHOR SCHEDULE EXPOSURE "C" 15LAND 0 < Budding Height < 40' EXI5T. STRUCTURE BASE ALUMN PLATE 51ZE O A/C UNIT H x W x D. ANCHOR TYPE CONCRETE 5" X 5' X 3/8' 30 x 30 x 30 (4) -3/8' 0 5.5. 'HILTI" KWIK BOLT 3W/ 2 MIN. EMB. OR (4) -3/8' 0 3/4' MIN. EMB. DROPIN ANCHOR By ASSEMBLY 1,2,3,4 4,5 40 x 30 x 30 FASTENERS STEEL JOISTS 30 x 30 x 30 4-12 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 t. 5 8' X 8' X 3/8' 40x 30x30 DOUBLE NUTS d WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-Yz' 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 it 5 5" X 5' X 3/5, 40 x 30 x 30 DOUBLE NUTS 4 WASHERS SNUG TIED. EXPOSURE "C" 15LAND 50 < Building Height < 100' CONCRETE 5" X 5" X 3/6" 30 x 30 x 30 (4) -3/5" 0 5.5. "HILTI' KWIK 80LT 3W/ 2 e MIN. EMS. G" X G" X 1/2" 40 x 30 x 30 (4) -1/2' 0 5.5. "HILTI' KW1K BOLT 3W/ 3? MIN. EMB. A55EMBLY 1 ,2,3,4 b 5 OR (4) -5/8' 0 5.5. "HILTI' KWIK BOLT 3W/ 2J" MIN. EMB. OR (4) -3/5" 0 3/4' MIN. EMB. DROPIN ANCHOR BY POWER FASTENERS STEEL JOISTS 30 x 30 x 30 442" 0 5.5. THREADED ROD W( GALV. A55EMBLY 1,2,3,4 a 5 8' X 8" X 3/8' 40x30x30 DOUBLE NUTS C WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-& 0 5.5. THREADED ROD W/ GALV. ASSEMBLY I ,2,3,4 8 5 5" )(5" X 3/8' 40 x 30 x 30 DOUBLE NUTS 6 WASHERS SNUG TIED. (1) 1 X4 o I xG X *' RM (RAY MANUCY 8 ENTERPRISES) CLIP ATTACHED TO THE UNIT WITH (6)1/4"-20 GALV KWIK FLEX SELF DRILLING SCREWS BY HILTI AND TO THE BEAM W/ (2)-1 /4"-20 GALV SCREWS. (TOTAL: 4 CLIPS PER UNIT) A/C UNIT HOUSING OR 5HELL.(22GA) -2" X 18 GA GALV. STEEL STRAP. STRAP SHALL PA55 OVER UNIT TO -BEAM ON OPPOSITE 51DE,MIN. (4) PER UNIT & SHALL BE FULLY STRETCHED.(Fy=3GKSI). STRAP 511ALL BE PLACED IN PAIRS AS CLOSED TO THE UNIT ENDS `ANTI- VIBRATION PADS BY AIC EAM I CONTRALTO' @ EACH CONNECTION LOCATION ( 4 MIN). (4) # 12 SM5 AT EACH STRAP END TO UNDERSIDE OF I BEAM. ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1:4 ROUND TUBING J"0 ASTM A-325 HOT DIP GALV. THROUGH BOLT FILLET WELD FULL P05T CIRCUMFERENCE TO BASE PLATE. SEE AIC STAND SCHEDULE. i ROUND TUBING & A5TM A-325 _ HOT DIPPED GALV. THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE LJ A/C STAND B ANCHOR SCHEDULE. �T -A/C UNIT HOUSING UP 5HELL.(22GA) (2) 3/8" 0 5.5. 300 SERIES THRU BOLTS. TYP. W/DOUBLE NUTS 4 WASHERS. (4 CONNECTIONS PER UNIT) ANTI- VIBRATION PADS BY A/C CONTRACTOR @ EACH CONNECTION I -BEAM I LOCATION (4 MIN). ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1 :4 2"X2Xq ALUM. ANGLE (606 I -T6 ALLOY) FILLET WELD FULL POST CIRCUMFERENCE (• TO BASE PLATE. SEE A/C )_ X_ ,STAND SCHEDULE. PLATES SHALL 5ANDWICHI/X/l ROOF J015T MEMBER W/(4)1/2" EXISTING ROOF THREADED RODS PER PLATE RAFTERS MEMBER. W/ NUTS # WASHERS. SEE GENERAL NOTE #8. NOTE: (') SEE A/C STAND SCH. 5"X5X?" STEEL PLATE FOR WELD THICKNESS. BELOW ROOF JOIST. BASE PLATE. SEE 4 A/C STAND a ANCHOR SCHEDULE. PLATES 5HALL SANDWICH ROOF J015T MEMBER W/(4) 1/2" THREADED RODS PER PLATE W/ NUTS d WASHERS. -\ BASE PL ABOVE) PROVIDE 2'XG" MIN. WOOD BLOCKING @ EA. 51DE OF PLATE CONNECTION itPLACE A MIN. OF I X4 WOOD SHIM BETWEEN ANCHOR ATTACH TO THE RAFTERS ROD R WOOD RAFTER IN ORDER TO PROVIDE W/ 4-1 Gd TOE NAILS EA. END A TIGHT -FIT BEARING CONNECTION. ATTACH SHIM TO RAFTER USING 3-1 Gd NAILS. 13A5E PLATE CONN. DETAIL IN WOOD SUBSTRATES. SCALE: 1 :4 2'XON ALUM. ANGLE ROUND TUBING (6061-TG ALLOY) J"0 A5TM A-325 _ EXI5TING STEEL J015T PROVIDE (4) �'-20 KWIK FLEX SELF DRILLING SCREWS 8"X8"X? STEEL PLATE BY °HILTI". BELOW ROOF JOIST. BASE PLATE CONN. DETAIL ON STEEL JOISTS HOT DIPPED GALV. THROUGH BOLT 4 ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE '4 e A/C STAND d ANCHOR SCHEDULE. Tr 2"X2"X:q ALUM. AN( / (606 I -TG ALLOY) FILLET WELD FULL P05T CIRCUMFEREI, TO BASE PLATE. 5EI (--) 5TAND SCHEDULE. TYP. BASE PLATE DETAIL IN CONC. SUBSTRATES. SCALE: 1 :4 NOTE: (') SEE PJCH. FOR LD THICKNESS. ,CH C \ Denis K. Solano M. 56902 SS 2046 C.O.A. 00009095 rew51om: F 6 a 'J z O U N Lu j ZW00 N j<m C m aLL Z LU W 40 J� w Lu 0% M iL w i� al date 0I-28-2015 155U 2015 AS.G drawn checked D.K.S. project no. Sheet no. 3 3 of 3 TABLE # 1: REQLAKED DE51GN PRE55URE5 ON A/G UNITS BASED ON BLDG. HEIGHT (O.G W) (SITE SPECIFIC) EXPOSURE RD" COASTAL (-) HEIGHT FROM GRADE TO TOP OF ROOF LEVEL A5CE-10 H-< 15 fT 115FT<H420 FT 120FT<H<30 FT 130FT<H<40 FT 14OFT<H450 FT 15OFT<H<GO FT LOFT<H<70 PT 170FT<H <&0 FT 180fT<H<90 PT 90FT<H<100 FT LATERAL (GCF=3. 1) ill43 P5F 1 150 PSF I IGI.I P5F I IG9.4 P5F 1 17G.3 P5F J 181.9 P5F ISG.I P5F 19).G PSF 1 194.4 P5F 198.G P5F UPLIFT (GCF=1 .5) IG9.2P5ffl 72.G PSF 1 78 P5F 1 82 P5F 1 85.3 PSF 1 88 P5F 90 P5F 92.7 P5F 1 94.1 P5F 9G. I P5F TABLE #2: A/C STAND 5CHEDULE EXPOSURE I'D" COASTAL (') 0 < Dufldincj Nei ht< 40' ASSEMBLYA/C NO. UNIT N x W z D. O P05T SIZE. 1 5 TUBE SIZE. ��© W x H x T IN x IN x IN MAX. 5TD. HEIGHT (in) UNIT. MAXJMIN. WEIGHT (IIJ5) MAX. W ND SUPPORT REACTIONS.(-) O.D. (In) t Un) T (KIPS) C (nPs) V (NI75) M (Ib- m) 1 .2,3 30 30 O05 / I .75X 1 .75XO.094 32 200/ I00 23..88 1I ..03 0 1. 40 x x 0.81 .X TS 5XISX.125lI.75X1.75X0.094 32 400/200 32..5G 0.00 50' < Building Hei ht< 100' I , 2,3,455 30 x 30 x 30 1.9 O.322 ..5X I .5XO. 125 / I .75X I .75X0. 32 POD/ 'GO 0.00 x 30 x 30 S 5X I.SXO.25 /I.75X I.75X0 2 04I,2,3,4454 0.00 NOTE: I') COASTAL CONDITIONS SHALLAPPLY TO BUILDING LOCATED INLAND FROM THE 5HORE LINE FORA DISTANCE UP TO GGO PT OR AS DEFINED BY MUNICIPALITIES. I-) VALUES HAVE NOT BEEN FACTORED TABLE #3: BA5E PLATE * ANCHOR SCHEDULE EXPOSURE I'D" COASTAL 0 < Building Height< 40' EXIST. 5TRUCTURE BASE ALUMN A/C UNIT ANCHOR TYPE PLATE SIZE ® H x W x D. CONCRETE 5' X 5' X 3/8° 30 x 30 x 30 (4) -3/8' 0 S.S. "HILTI° KWIK BOLT 3W/ 2? MIN. EMB. A55FM13LY 1,2,3,4 C 5 6°X6°X I/2° 40x 30x 30 (4)-I/2'05.5.'HILTI°KWIK BOLT 3W/3}"MIN. EMB. OR (4) -518° 0 5.5.'HILTI' KWIK BOLT 3W/2J' MIN. EMB. OR (4) -3/8' 0 3/4' MIN. EMB. DROPIN ANCHOR BY POWER FASTENERS STEEL JOISTS 30 x 30 x 30 442 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1 ,2,3,4 6 5 8° X 8° X3/8° 40 x 30 x 30 DOUBLE NUTS C WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-y° 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 S 5 5° X 5' X 3/8° 40 x 30 x 30 DOUBLE NUTS E WASHERS SNUG TIED. EXPOSURE I'D" COASTAL 50 < Building Height < 100' CONCRETE G' X G° X 1 /2° 30 x 30 x 30 (4) -1/2' 0 5.5. °HILTI' KWIK BOLT 3W/ 3 MIN. EMB. OR (4) -5/8' 0 5.5. "HILTI' KWIK BOLT 3W/ 2� MIN. EMB. ASSEMBLY I ,2,3,4 6 5 40 x 30 x 30 OR (4) -3/8' 0 3/4' MIN. EMB, DROPIN ANCHOR BY POWER FASTENERS STEEL JOISTS 30 x 30 x 30 442 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1 ,2,3,4 4 5 8" X 8° X 3/8' 40 x 30 x 30 DOUBLE NUTS C WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-& 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1 ,2,3,4 6 5 5° X 5' X 3/5' 40 x 30 x 30 DOUBLE NUTS L WASHERS SNUG TIED. (1) 1 x4 0 1 xG X -" RM (RAY MANUCY # ENTERPRISES) CLIP ATTACHED TO THE UNIT WITH (G)1/4°-20 GALV KWIK FLEX SELF DRILLING SCREWS BY HILTI AND TO THE BEAM W/ (2)-1 /4"-20 GALV SCREWS. (TOTAL: 4 CLIPS PER UNIT) A!C UNIT HOUSING OR 5HELL.(22GA) 2" X 18 GA GALV. STEEL STRAP. STRAP SHALL PA55 OVER UNIT TO 1-13EAM ON OPPOSITE 51DE,MIN. (4) PER UNIT 4 SHALL BE FULLY 5TRE7CHED.(Fy=3GK5I). STRAP SHALL BE PLACED IN PAIRS AS CLOSED TO THE UNIT ENDS -ANTI- VIBRATION PADS BY P/C EAM I CONTRACTOR @EACH CONNECTION LOCATION (4 MIN). (4) # 12 SMS AT EACH STRAP END TO UNDERSIDE OF I BEAM. ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1 :4 ROUND TUBING J"0 A5TM A-325 HOT DIPPED GALV. THROUGH BOLT FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE. SEE A/C,( STAND SCHEDULE. BASE PLATE. SEE U1 A/C STAND E ANCHOR SCHEDULE. ROUND TUBING -"0 A5TM A-325 HOT DIPPED GALV THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BA5E PLATE. SEE A/C STAND 6 ANC SCHEDULE. UNIT 1-101,151NL, uR 5HELL.(22GA) (2) 3/8° 0 5.5. 300 SERIE5 THRU BOLTS. TYP. W/ DOUBLE NUTS 4 WASHERS. \ A////a/4/4/0W(4 CONNECTIONS PER UNIT) `ANTI- VIBRATION PADS BY A/C CONTRACTOR @ EACH CONNECTION 1-15EAM I LOCATION (4 MIN). ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1:4 2"X2"X�' ALUM. ANGLE (GOG I -TG ALLOY) FILLET WELD FULL POST CIRCUMFERENCE n(•) TO BASE PLATE. SEE A/C STAND SCHEDULE. PLATES SHALL SANDWICH ROOF J015T MEMBER W/(4)1/2" EXISTING ROOF THREADED RODS PER PLATE RAFTERS MEMBER. W/ NUTS G WASHERS. SEE GENERAL NOTE #8. NOTE: (I SEE AIC STAND 5CH. 5°X5"XJ" STEEL PLATE FOR WELD THICKNESS. BELOW ROOF JOIST. PLATES SHALL SANDWICH ` ROOF J015T MEMBER W(4) 112" THREADED RODS PER PLATE W/ NUTS* WASHERS. -� UU MH14-n VIM Ur BASE PL ABOVE) PROVIDE 2"XG" MIN. WOOD BLOCKING PLACE A MIN. OF I X4 WOOD SHIM BETWEEN ANCHOR @ EA. 51DE OF PLATE CONNECTION E ROD B WOOD RAFTER IN ORDER TO PROVIDE ATTACH TO THE RAFTERS A TIGHT -FIT BEARING CONNECTION. ATTACH SHIM W/ 4-1 Gd TOE NAILS EA. END TO RAFTER U51 NG 3-1 Gd NAILS. BASE PLATE CONN. DETAIL IN WOOD 5UB5TPATE5. SCALE: 1 :4 2'X2"Xq ALUM. ANGLE (GOGI -TG ALLOY) ROUND TUBING 63 J10 A5TM A-325_ HOT DIPPED GALV. THROUGH BOLT 4 ANCHORS PER PLATE. - SEE ANCHOR SCHEDULE. 3A5E PLATE. SEE /C STAND C ANC SCHEDULE. EXISTING STEEL JOIST PROVIDE (4) Jy°-20 KWIK FLEX SELF DRILLING SCREWS &'X8"XJ" STEEL PLATE BY "HILTI". BELOW ROOF JOIST. BASE PLATE CONN. DETAIL ON STEEL JOISTS j 2'X2"XU ALUM. ANGLE (GOG I -TG ALLOY) FILLET WELD FULL P05T CIRCUMFERENCE „(,) TO BASE PLATE. SEE A/C STAND SCHEDULE. TYP. BASE PLATE DETAIL IN CONC. 5UB5TPATE5.01\wl' SCALE: I :4 Denis K Solano NOTE: (') SEE A/C STAND 5CH. FOR WELD THICKNESS. P.E. 56902 S.I.2046 C.O.A. 00009095 reva,ore: ]L cc a a Nw Z wm N m xCm CC m' w Z Jk w Q OIa.1 a Gp M iL w d date 01-28-2015 issued 2015 drawn A.5.G checked D_K.5. Project no.