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HomeMy WebLinkAboutPLANS0 Fort 'neree Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design CA# 28173 January 20, 2015 RE: Oleander Business Park SCANNEQ 3287 Oleander Ave - C-6, St. Lucie County, FL BY St.O �Ssupt5 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. Res Oil # s *a F I LE COPY J; Svobode, PE, LEjD ZP inic I� FF ineer / VidnSpal TA4 OF .40� �t acrises Stand Design Documentation (3 pages) s I 011JA1.rENa�%% CoOIY DVION0 9&- 6T. LLISL1[II REVIEWED FOIL C031PL REVIEWED B 2. DATE PLANS A14) FF RZ dff NICST BE KEPTONJOB OR NO INSPECTION WILL BE WADE. - _I- 315 South 7" Street • Fort Pierce, FL 34950 • Phone 772-672-4636 ♦ Fax 772-672-4637 www.fp-eng.com 2¢1 Pic,. E,..nn,"3 P,j HVAC Lncrs\ISIM1J11 Olunft Umin Pnk\CoMs ndcnw EquipmCN Appmn132V CLE Pnge I or I GENERAL N0TE5: DESIGN CRITERIA: 1. TnE ALUa< A•C Sf:.n05-::C*nv ON "ESE DcrimEINTS ARE DESIGNED IN ACCORDANCE W'�IG� VELOCITY HURRICANE ZONE PROVISIONS OF TIE FBC 2010 FDNOm raSCs 10) 4 DIVIDED FOR DEj:Gu'UR7C5E5 IN 5 ASSEMBLIES SEE NC STANi SCHEDU:E 2 WAD LOADS ARE DETERMINED IN ACCORDANCE W% THE 15CE 7-10. 3- NO INCREASE IN ALLOWABLE STRESS HAS BEEN CONSIDERED IN THE DESIGN OF THESE STANDS; 2. 4. USE Of THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY W/ CHAPTER G IG 15-23 Of TIE FLORIDA ADMINISTRATIVE CODE, 5- TH15 SYSTEM IS DESIGNED FOR THE MAX. WIND PRESSURE SHOWN IN THE NO STAND SCHEDULE. G- THE MAXIMUM SIZE AND WEIGHT OF NC UNITS 15 SHOWN IN THE NC STAND SCHEDULE. 7- SEE F.B.0 CHAPTER 15. SECTION 1522 AND TABLE 1522.3. FOR MIN CLEAR HEIGHT, 8- THE CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITH STAND 5UPEPIMP05ED LOAD Of NC STANDS. A FLORIDA REGISTERED ENGINEER SHALL VERIFY CAPACITY OF EXISTING STRUCTURBTO SUPPORT .VC STAND LOADS SHOWN IN FRAME SCHEDULE. 9- ALL WELLDING SHALL BE PERFORMED W/ 4043 FILLER ALLOY, UNLE55 OTHERWISE NOTED, 10- ALUMINUM DESIGN IS IN ACCORDANCE W/ THE F.B.C. SECTION I G09.8 AND THE ALUMINUM A550DATION SPECIFICATIONS FOR ALUMINUM STRUCTURES (LATEST EDITION),ALD'M. SHALL BE MADE OF GOG I -TG ALUM ALLOY. 1 1- WHERE ALTERNATE CONNECTIONS OF ADC UNIT TO THE EXIST. FRAME ARE REQUIRED, CONNECTIONS SMALL BE DESIGNED FOR THE ACTUAL WIND L0A05 WW CONSIDERATION OF UPLIFT, OVERTURNING 4 SLIDING. 12- NC CONTRACTOR SHALE PROVIDE VIBRATION ISOLATOR PADS BETWEEN A/C UNIT AND STAND. THE ALUM NC STANDS 5HO,vN O^: THESE DOCUMENTS ARE DESIGNED u. ACCORDANCE w.] HIGH VELOCITY HURRICANE ZONE PROvI°.IONS Of T-f FBC 2010 EDITION 4 THE FROV151ON5 Of THE ASCE. 10 LOAD DESIGN CRITERIA.: WIND LOAD ASCE 7 10 VELOCITY WIND PRESSURE: 150 MPH. D(POSURE TY IMPORTANCE FACTOR = t 0 KID 0.90 GCL=3.1 FOR LATERAL LOADS. GI 1.5 FOR UPLIFT LOADS, AEJI,i ALltl4A;iL`5-�E55ES IALUM:NJIu1 ALLOY 7E5 G:411Oh SJG i-1 AI CQWKr55IVF HELD i'<EIIGIH. FLY= I I F51I') I35 �5$ B) TE45IL! "Cl 3!RfNo H. =T,= 15; p5 ,n, Q TENSILE WlMALE STRENG7H, F'•U= 42 F5: D) SHEAR YIELD 5TPFNGTB, F5Y= 200 0 5MM ULTIMATE STRENGTH, FSU= 27 R51 FI FOR MEMBERS WI MAY. 5TRE55E5 NEAR I' OF A. WELL. 4- FOR PROPOSED ASSEMBLY LAYOUT:SEE ELCW A.C. AFPiOX. PLACE V ENL DIAGRAM? DESIGN LOA55 WIND: 0 MiERAt1= 3 W P5F 0 NPUFTI= 150 P5F MAY UNITWEfAT= 3001 :w 2a r. ro _a5 -• AC APPROX, PLACEMENT DIAGRAM 13- CONTRACTOR SMALL VERIFY CONNECTION OF NC UNIT TO FRAME DOES � ] '' NOT INTERFERE W/THE NC. MANUFACTURER'S WARRANTY. r ''. '""' j I4- ALUM. STAND STRUCTURES DIRE TLY EXPOSED TO THE SEA COAST WINDS, ^I SHALL COMPLY w/ THE F.E.M.A. jPECIFlCnTIONS FOR CORROSION PROTECTION. 5- COASTAL APPLICATION IS EQUIVALENT TO EXPOSURE 'D` INLAND APPLICATION 15 EQUIVALENT TO EXP05UU -C- STAND SELECTION PROTOCOL: I INVESTIGATE 4 DETERMINE THE OVERALL BLDG. HEIGHT WHERE YOU ARE PLANNING TO INSTALL THE 5TANO. IT MUST BE LE55 THAN 100 FT, 2- ONCE, THE OVERALL BLDG. HEIGHT IS DETERMINED, GO TO SHEET 13 OF 3 4 SELECT THE CORRESPONDING LATERAL DE51GN WIND PRESSURE FROM TABLE k I. FOR ESSENTIAL FACILITIES SUCH U5 GOVERNMENT BLOGS. ETC, INCREASE THE SELECTED WIND PRESSURE INCREASE THE SELECTED WIND PRESSURES BC Y MULTIPLYING NGT HE WIND PRESSURES BY 1 9 IN ADD1 15 ITION ON TO THER BLDG,IGNCRZLASE FOR ESSENTIAL FACILITIES 3- ONCE YOU OBTAIN THE WIND PRE551JRE5 ACTING ON YOUR PR05PECT (UNIT GO TO SHEET a3 OF 3 4 SELECT FROM TABLE k 2 BASED ON THE DESIRED ASSEMBLY a THE MAX. LATERAL DESIGN WIND PKE55URE R5F) THE UNIT CAN WITHSTAND THIS VALUE MUST BE GREATER THAN THE REQUIRED DESIGN PRP55URE5 OBTAINED FROM TABLE 41 111 ORDER FOR THE STAND TO BE SUITABLE FOR YOU SITE CONDITION F---rT--1 r.^ A55tM. uc FAPPROX. PLACEMENT DIAGRAM IPiP�b „v va�so�z x w 145 YM]tt:m 6�Ij1 TL'1 Dro:s K. S htno RE!64C ILK" co.\ w ml I n a ASSEEJBLv No. 5 16 LEGS STAND L II BEAM) oxs 0.}DJ i Orb .N W"d 5lfL1 iy 114up xitW z yyCNANNEL I SCI� s:ue xMfDW� ,�Dy0 3 n q A5E PLATE Dtrt5:0t 0. i.9 9If uC Sfu95Cn IHCAssuze: - - xC AC 51M'D SCn SQUARE TUBING 5OUARE TUBING ROUND ?USING 5 . 6 x. : ALUM. STAND NOTES I- FOR An`XM& 1, 2.3 1 4 AA' Uu115 S M A MonMUN vFRDCAI PRWECIEp Ain 7P ]33 YLAREO ° 1' 13OR40'I UCH. 2. FOR A55 ay 5 AC UNR5511A M A~MUM V£RP.GI.=,MD0.Rf1. GP I I I , ZU rEr 150',)UCH, (UM TO MM f. UCOMMfNDA710N1 3. UNIf55HA M f WNLY SPOCED IN M( CONI"GURA1045 51 ON 5.1 A MIN D' 12-Q', M7 OE,,,fN U1I 5W Ay 4. PROODE 3• MPI, FROM EDGE OF 51AND r0 EWE Of UNI(. N ze• Mn d 0 0 u �0 ^u 2 6 ,2 g,n 3 3 " 2121:.YUM. A 11! f5057 A O+'1 FRAME ELEVATION (A55EMBLY 1,2.3 It 4) 5C 1E: I::G NDrt: 1': 5:[ Siw+:U mn CtfMUK( p. q cvPrtz n. xno. �szz s DEAN k0 r l DIPPED GkV. THROUGH COIL GCHANNEL CHANNEL TO rum wF NU. r RISIEiER w JC 272-4 LUM. AI,Rf (GOGIJGA O0 TYP. FRAME A55EMBLY DETAIL 5Cn1P: I:4 AX FIUD w2IO PJL V15:C JEER CP RECE G 10 PUCE 3. --Do 0 1L Derus K SDIan PE%W2 53.DV.COAOOIX 5 e.� asoerola .... zo_a w�y� OAS z23 'J TABLE H2; A/C STAND SCHEDULE -- r -.0511. 00 T'UuB.E A.IAf a :. NSSnN4xf �P�511 u- wV• SIC yva4WY WtiJSU'PpR'm :CEA;. VJI.c Y•. _ v. . •. - '.... y n9.11F r, I-0-"S `�^LZ 40<3 Nb I4Pi1 16T1 1A4,: IYq •: Pq ibV 40.30, 30 19 ONI IS I Sx: 5x0. 1Z511 75Y 1754 D9< i Y. 3•B' r1 309 u4 33 3DC 596 6D - D:x '3 4G. W.30 19 0281 •.. 5115x1 12511)Sx1)Sx0094 c.5'. 3rB' JOB l3 3JC SB4 60 OS 40.30.30 :.9 0181 r5: Sx 15x013511,) 5x1.75MG94 14 40.<0x40 1,9 0.26 t51;x1.5x0.12511,)5x1.)5x0.094 49 33 33 3C0 300 5,96 5B6 60 1.) 6.0 17 C.00 DOD TABLE H I : REQUIRED DESIGN PRE55URE5 ON A/C UNIT5 BA5ED ON BLDG. hEIGHT HBIGHTPROMG-10i0P 0ER Uv[L LOUipN `.Ho 0415Fl ISFr<n 20 PT 2pFl<n 30Fl3DFf< 4pFl 40Flc Sprt SOFl <n fOFl 60Fl< )O Fi wllwp LATERAL W-3.1) 181 P5 IB..2 202...8P5F 23a6 P5E2423 5F ,Ofi< WFlBOfic 249.3 5E 90 Fi< 0DP UPUFl.) 9D. IOa..2 PSI 109.2 P5f 255.5 PEP SP 0451µ LATERAL [W-3-1) 2127 2236 !:3.S 117.35E 10.6rf 1 123.E 5F 1264P5f P1 VFLIFl IG(7a1.5) 102.9 106.25F .6.1 PN 262.2 5P 2 0.6 P5` 2)Q0 P- 2B<.5 PS 2°0.4 PEF 295,15 P5F I CONEI CONanDNS BILL 4PPC:0....... xA rv'.r.n:m...n.,n......._„_. q2.O P5P 126.9 P5E1 ..._ 1310 P5F 134.55E 13).)PSP 140.S 5F Ia3.15F SCHE!Tl�ff) . 5TRUCfU2° TP[NCRETE MANCIM10PCHOR 1.2.3.41 5 (4) YB' AWIA BOLT UI W 2 M.W. EMB.N it l06T5 4'4" 05R00W1 G4lMNUBIE MIT5 1.2.3.< 15'-A5MfK5 Y x i x yB' WQD9 0 5.5 RAOmDCUBIEMT5 1 1.2. MGD A�RBSMnA55fMBLY ANGLE B }0 HOT gPPED GA! V. / THROUGH BOLT FILLET WELD FULL 4 51W DE ArvCnORS PFR PLAif, 1 PO5T CIRCUMFERENCE SEE ANCHOR SCIT DU L,1 TO BA5E PLATE. SEE NC BAY PLATE. SfP 4 STAND SLHE W, AC ET SGT. 1 ANCnpR SCn.. io AN UNIT BOU51NG OR 5nELG06GM U 2' xI B GA Gµv. YELL STRAP. 5TRAP 5HA PA55 OVER UNIT 701BfAM ON OPPOSITE SIDE. MN 4 =Y_ illll rq')35:11G;;2 +_..^E1 T. Xc FeR�ES -- T-RU 9JTs.W�..f:5 -- (4 CONNED ON5 PER c1111 ANT. YIBRAHON PADS BY NE CONTRACTOR @ EAtn CONNECTION I,DEW(i j L LOCATION (4 WNl ALL AJC UNIT TIE-DGWN CONNECTION DETAIL. 5CµEo 1:4 r 41C LAST HQb OR 5HD1 W CLP ELY RN. EWRI'MtE, 'M THE CORRE5P0NwG FLORIDA Ct"MCATICNI P. 1 A ) FER UMi R SnALL BE FULLY 51RETCnEO(Py-3613) `AFBn WRARON PA95 BY AC {.-fRA I CO-TRACM9 EACH COrINECrx]N 11 M71. NBRATION PADS BY NC LOCATION 1 4 MIN) CONTR OR 9 EACH CONNECRION AV n01E5 I -BEAM 1 LaATIDN L 4 nnn9. (4)1 125M5 AT EACH 57FAP A/C UNIT TIE-DOMN CONNECTION DETAIL. END TO UNDER50f OF I BEAM, 5CALr: 1:4 ALT, NC UNIT TIE -DOWN CONNECTION DETAIL. ROJND H,RN 6 3 1 -�LL9uL1lrIJ llfuta \75Eft ABOVE) PROt4DE 2x6MIN. �D 5!oc" 0 EA 51DE DE PNq CG1:Nr.'7✓JN 1 ATTACH 701.1r R,✓TERB M 4.1Gd IOf •NITS f. 'J;D BA51 .'LATE DETAIL IN WOOD 5U05TRATE5 55A f 1 4 a'0 HOT D1PPCp tHRQXn DOLL I HUET WOW PULL P051 CIRCUMFERENCE I .0 DAY PLATE. SEE AC 57MD 5CHECUE. Ev1 ROUND IUBIn'G 3 1 }O:1pt qP^Ep GALV. I / 272'xi'ACUM q, GLL 57B4 PTAT-, Pr-, j ThROUGn EKAI (W61-TG ALJOYI ILLET WELD FUM PLAM55W1 SANDWI,, 4 ANCMOR5 PER PLATE, LV5T CIRCUMFfRENLE ROOF MIT MEMBER WII4) Y' 5EE ANCHOR 5CnEWLE. i0 BASF P1A`f SfE NL ) rnWAOCD RODS PER PLATE 51MD SCECVLE W1 NUi51 WASnER5, BAY PLA1f BE q 4K 5`.ANll SCn. t--I(- (MISTING STffL 10151 8767? $rYfl owe DELOW ROOF JO5! --N _-I L TYP BASE PLATE DETAIL IN LONG SUBSTRATES A.C. 3A5f PLATE DETAIL ON 57EEL JO!5' 1 3 JCAIE 19 SG� 1 VJ!E I'15EF MY 5TAND SCn. FOPx9W mICRNE55. DINS %. MI]IIO GENERAL NOTES: I- THE ALUM. A/C STANDS SHOWN ON THESE DOCUMENTS ARE DESIGNED IN ACCORDANCE W1 HIGH VELOCITY HURRJCANE ZONE PROVISIONS OF THE FBC 2010 EDITION (A5CE-10) 6 DIVIDED FOR DESIGN PURPOSES IN 5 ASSEMBLIES. SEE A/C STAND SCHEDULE. 2- WIND LOADS ARE DETERMINED IN ACCORDANCE WI THE A5CE 7-10. 3- NO INCREASE IN ALLOWABLE STRESS HAS BEEN CONSIDERED IN THE DESIGN OF THESE STANDS. 4- THIS SYSTEM 15 DESIGNED FOR THE MAX. WIND PRESSURE SHOWN IN THE A/C STAND SCHEDULE. 5- THE MAXIMUM SIZE AND WEIGHT OF A/C UNITS 15 SHOWN IN THE A/C STAND 5CHEDUIF. G- SEE F.B.C. CHAPTER 15, SECTION 1 522 AND TABLE 1522.3. FOR MIN CLEAR HEIGHT. } DESIGN CRITERIA I - THE ALUM. A/C STANDS SHOWN ON THESE DOCUMENTS ARE DESIGNED IN ACCORDANCE W1 HIGH VELOCITY HURRICANE ZONE PROVISIONS OF THE FBC 2010 EDITION * THE PROVISIONS OF THE A5CE-10 2- LOAD DE51GN CRITERIA: WIND LOAD: A5CE 7-10 - FBC 2010, SECTION I G20.G 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/ 535G FILLER ALLOY, UNLESS OTHERWISE NOTED, 9- ALUMINUM DESIGN IS IN ACCORDANCE W1 THE F.B.C. SECTION I G20.G 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 LOAD5 W1 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 WI THE F.E.M.A. SPECIFICATIONS FOR CORROSION PROTECTION. VELOCITY WIND PRESSURE: 180 MPH. EXPO5URE "D" IMPORTANCE FACTOR = 1.0 KD: 0.90 GCf=3. I FOR LATERAL LOADS. GCf= 1 .5 FOR UPLIFT LOADS. 3- ALUM. ALLOWABLE 5TRE55E5 (ALUMINUM ALLOY DE5IGNATION:000I -TG) A) COMPRESSIVE YIELD STRENGTH, FCY= I I K51 (') [35 K511 B) TENSILE HELD 5TRENGTH, FTY= I I K51(') [35 01 Q TENSILE 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. ITATION OF A) BLDG. HEIGHTS < 100 It FOR RATIONAL CALCULATION OR MAX. DESIGN WIND LOADS: Q (LATERAL) = 198.G P5F (O.G 1 Q (UPLIFT) = 9G. I P5F (O.G M WHEN WIND TUNNEL TEST ARE PRESCRIBED. B) MAX. UNIT WEIGHT MAX. / MIN. UNIT WGHT = 400/200 Lb (40"X30'X301 MAX. / MIN. UNIT WGHT = 200%100 Lb (30"X30%X3M, � 4P/3Px3Px3P 4d/3dx3dr3d bd/3dx3ds3d 4P/3dx30k3d � �N a q in m t 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 IS EQUIVALENT TO EXPOSURE "C'. STAND SELECTION PROTOCOL: A.C. APPROX. PLACEMENT DIAGRAM. SCANNED BY St. Lucie County No.2E3 LEGEND: ' nBGnTx Wl mxDe 4Pl3Px30'x3 AC APPPDX- PLACEMENT DIAGRAM I'G 2'-IP z'-IO 0-Id 1 2'-IP ASSEMBLY No.S ' 16 LEGS STAMP I - a. INVESTIGATE * DETERMINE THE OVERALL BLDG. HEIGHT WHERE YOU ARE PLANNING TO INSTALL THE STAND. IT MUST BE LE55 THAN 100 FT. I?. AL50 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. � SELECT THE CORRESPONDING STAND FRAMING INFO AND ANCHOR. ASSEMBLY No. 5 AC APPROX. PLACEMENT DIAGRAM 4P/3P 30k3P 40'/30'S3Px3P 4P/3Px3Px3d I'-P z-P r-P I•-P 6' 56902 l 2W GO.A. OM095 rehs,ons: Q n$� aid eec - E- m W 4 z > _� C ssm - U N �� lz OC a (n w Z WN V Qm cc aLL Zw <� J W a C, Q In G w d date 0I-28-2015 issued 2015 drawn AS.G checked D.K.5. project ro. e% a 4, ay GTy°o�FR�u-��'y �oNG G2 TNiy CqN ief �. A55EM13LY No. 5 OR� 6.Os �N�.s, 41 G LEGS STAND" �TOT.y/o°M,�sh�o 4� D (DUE TO SPACE LIMITATION ASSEMBLY NCI O LEG STAND 15 NOT SHOWN ABOVE. PLEASE REFER TO SHEET 5-1 FOR INSTALLATION DIAGRAM.) c RAIL Q BEAM) U6I 0.385 1 ? I 0.615 0 2 90 3/8° 0 STEEL � THUMB SCREW NOTE; WELD TO STE[L EGM W/ j' rluID vreln C�2 sr.ArF:s:l• rowwo" oy ------ -11� - ROUND TUBING 5 SQUARE TUBING 6 5Q TUBING 3 :6.:,• SCNE: 6': I' A55EMBLY No. I 4 LEGS STAND° ALUM. STAND NOTES: - FOR ASSEMBLES 1. 2 ,3 4 4 AiC UNITS SHALL BE A MAXIMUN VERTICAL PROJECTED AREA OF 8.33 5QUARED 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'X4()l EACH. OTHERWISE NOTED ON PLACEMENT DIAGRAM. (REFER TO MANUF, RECOMMENDATION) 3- UNITS SHALL BE EQUALLY SPACED IN THE CONFIGURATIONS SHOWN ON 5-I .A MIN. OF 12' CLEAR DIST. BETWEEN UNITS SHALL APPLY 4- PROVIDE 3' MIN. FROM EDGE OF STAND TO EDGE OF UNIT. UNIT DEPTH. A)C UNIT. MAX. / MIN.WGHT = 400/200 U, (40°X30°X30") MAX. / MIN. WGHT = 2001100 Lb (39111(30"X30') 28' Min: 40' Max. (AIC UNIT. 4O'X30%(30% 23" Mm: 40" Max. (AjC UNIT.30"X30"X30") � z v < � V I -BEAM =a tO ASTM A-325 3 LL, HOT DIPPED GAL\ THROUGH BOLT C-CHANNEL THRU-BOLTS -Cr SQUARE _ 4 � 2"X2"Xq ALUM. ANGLE (5057 ALLOY) FRAME ELEVATION (A55EMBLY 1 ,2,3,4 * 5) 5CAUE: 1: 1 G NOTE: V) SEE STAND MIn. CLEARANCE ON FBC CHAPTER IS. SECTION 1522.3 ROUND TUBING CHANNEL TO TUBE W/ FULL PERIMETER WELE PROVIDE FILLET WEIR FOR FULL VISIBLE PERIMETER OF PIECE 5 OR TO PIECE 3. �\\QUAKE TUBING re"5W.: O $ F E m c aS ag 6„gip NnEF E- R H z n# .z- o 0 U 0 Z ld Q d N � tu Z ? N th m j Z Z �ro 00 9 � 3 K Zw p w� 2 Z o M oO1 ,CC O ° � N F Q w 21X2%X ALUM. ANGLE / X (GOG I -TG ALLOY) 01-2e-2015 date Issued 2015 TYP. FRAME A55EM13LY DETAIL. dram A5.G SCALE: 1 :4 r ..ked D.R.S. Project ro. sheet ro. of Iz�2 Denis K. S o 2 of 3 P.E. 56902 S.L 2046 C 00009095 TABLE # 1 : REQUIRED DESIGN PRESSURES ON A/C UNITS BASED ON BLDG. HEIGHT (0.G VV) (SITE SPECIFIC) EXPOSURE "C" ISLAND HEIGHT FROM GRADE TO TOP OF ROOF LEVEL ASCE-1 O H.<15 FT 15FT<H<20 FT 20FT<H<30 FT 30FT<N<40 FT 40FT<H<50 FT 50FT<H<60 FT 60FT<H<70 PT 70FT<H<80 FT 80FT<H<90 FT 90FT<H<I00 FT LATERAL (GCF=3.1) III5P5f 125 P5F I 13G. I P5F I 144.4 PSF I 151 .3 P5F I 1 57 PSF I I G2.5 P5F I 168 P5F 172.2 P5F 175 PSF UPLIFT (GCF= 1.5) 157.1 GO.5 P5F I G5.8 P5F 1 70 F5F 1 73.2 P5F I 7G P5F I 78.6 P5F 1 51.3 P51' 63.3 P5F 84.7 P5F TABLE #2: A/C STAND SCHEDULE EXPOSURE "C" ISLAND (') 0 < Buildin6j Hei ht< 100' A55EM13LY NO. AJC UNIT H x W x D. 3 P05T SIZE. 5 TUBE SIZE. O/© W x H x T IN x IN x IN MAX. STD. HEIGHT (m) UNIT. MAX./MIN. WEIGHT (Its) MAX. WIND SUPPORT REACTIONS.(") O.D. (In) t (In) T (KIPS) C (nPs) V (415) M (Ib- m) 1 ,2,3,445 30 x 30 x 30 1.9 1 0.251 T5 I .5X I .5XO. 125 / I .75X I .75XO.094 32 200/ 100 3.1 3.3 1.1 0.00 1,2,3,445 40 x 30 x 30 1.9 0.251 T5 I .5X I .5XO. 125 / I .75X I .75XO.094 32 400/ 000 3.6 3.8 1 .3 0. 00 NOTE: (") VALUES HAVE NOT BEEN FACTORED TABLE #3: BASE PLATE 4� ANCHOR SCHEDULE EXPOSURE "C" ISLAND 0 < Budding Height < 40' EXIST. STRUCTURE BASE ALUMN A/C UNIT ANCHOR TYPE PLATE SIZE ® H x W x D. CONCRETE 5" X 5' X 315" 30 x 30 x 30 (4) -3W 0 5.5. 'HILW KWIK BOLT 3W/ 2 MIN. EMB. ASSEMBLY I ,2,3,4 4 5 40 x 30 x 30 OR (4) -3/8' 0 3/4' MIN. EMB. DROPIN ANCHOR BY POWER FASTENERS STEEL J0I5T5 30 x 30 x 30 DED D W1G 4-)P 0E ASSEMBLY 1,2,3,445 8' X 8° X 3/8' 40x3Ox30 NUTS 4 WASHERS TIED. WOOD 30 x 30 x 30 4-Ye 0 S.S. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 4 5 5" X 5' X 3/5' 40 x 30 x 3O DOUBLE NUTS 4 WA5HER5 SNUG TIED. EXPOSURE "C" ISLAND 50 < Building Height < 100' CONCRETE 5' X 5' X 31V 30 x 30 x 30 (4) -3/8' 0 5.5. 'HILTI' KWIK BOLT 3W/ 2 MIN. EMB. 6° X G' X 1/2' 40 x 30 x 30 (4) -1/2' 0 5.5. 'HILTI' KWIK BOLT 3W/ 3? MIN. EMB. ASSEMBLY 1.2.3.4 4 5 OR (4).-5/8' 0 5.5. "HILTI' KWIK BOLT 3W/ 2j' MIN. EMB. OR (4) -318' 0 314' MIN. EMB. DROPIN ANCHOR BY POWER PASTENER5 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 3/84 40 x 30 x 30 DOUBLE NUTS 4 WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-V 0 5.5. THREADED ROD W/ GALV. A55EMBLY I ,2,3,4 4 5 5' X 5' X 3/8' 40 x 30 x 30 DOUBLE NUTS 4 WASHERS SNUG TIED. I X4 o I xG X -k RM (RAY MANUCY 4 ENTERPRISES) P ATTACHED TO THE UNIT WITH 114"-20 GALV KWIK FLEX SELF DRILLING SCREWS HILTI AND TO THE BEAM W/ (2)-1/4"-20 GALV SCREWS. TAL: 4 CLIPS PER UNIT) UNIT HOUSING OR5HELL.(22GA) X 18 GA GALV. STEEL STRAP. STRAP SHALL PA55 OVER UNIT 1-15EAM ON OPPOSITE SLDE,MIN. (4) PER UNIT 4 SHALL BE ILLY 5TRETCHED.(Fy=3GK50. RAP SHALL BE PLACED IN PAIRS AS CLOSED TO THE UNIT ENDS JTI- VIBRATION PADS BY AIC DNTRACTOR @ EACH CONNECTION )CATION (4 MIN). 1) # 12 5M5 AT EACH STRAP 'ND TO UNDERSIDE OF I BEAM. ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1 :4 ROUND TUBING J'O A5TM A-325 HOT DIP GALV. THROUGH BOLT FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE. SEE A/C I STAND SCHEDULE. I -BEAM ROUND TUBING & A5TM A-325 _ HOT DIPPED GALV. THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE A/C STAND 4 ANC SCHEDULE. VC UNIT HOUSING OR SHELL.(22GA) (2) 3/8' 0 5.5. 300 SERIFS THRU BOLTS. TYP. W/ DOUBLE NUT5 4 WASHERS. (4 CONNECTIONS PER UNIT) VIBRATION PADS BY A/C RACTOR @ EACH CONNECTION TION (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 �P05T CIRCUMFERENCE TO BASE PLATE. SEE A/C r STAND SCHEDULE. PLATES SHALL SANDWICH ROOF JOIST MEMBER W/(4) I/2° EXISTING ROOF THREADED RODS PER PLATE RAFTERS MEMBER. W/ NUTS 4 WASHERS. SEE GENERAL NOTE #8. NOTE: (') SEE A/C STAND 5CH. 5°X57STEEL PLATE FOR WELD THICKNESS. _ BELOW -ROOF JOIST. 13A5E PLATE. SEE v A/C STAND 4 ANCHOR SCHEDULE. PLATES SHALL SANDWICH ROOF J015T MEMBER WI(4) 1/2' THREADED RODS PER PLATE W/ NUTS 4 WASHERS. NV MHIVD VIM Vf' BASE PL ABOVE) PROVIDE 2'XG' MIN. WOOD BLOCKING @ EA. SIDE OF PLATE CONNECTION 4 PLACE A MIN. OF I X4 WOOD SHIM BETWEEN ANCHOR ATTACH TO THE RAFTERS ROD 4 WOOD RAFTER IN ORDER TO PROVIDE W/ 4-1 Go! TOE NAILS EA, END A TIGHT -FIT BEARING CONNECTION. ATTACH SHIM TO RAFTER USING 3-16d NAllS. BASE PLATE CONN. DETAIL IN WOOD SUBSTRATES. SCALE: 1 :4 2"X2"XV ALUM. ANGLE (60G 1-TG ALLOY) EXISTING STEEL JOI5T PROVIDE (4) 1 -20 KWIK FLEX SELF DRILLING SCREWS 8"XB°XJ" STEEL PLATE BY °HILTI'. BELOW ROOF J015T. BASE PLATE CONN. DETAIL ON STEEL JOISTS ROUND TUBING J10 A51M A-325 HOT DIPPED GALV. THROUGH BOLT 4 ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE A/C STAND 4 ANC SCHEDULE. Y x 2"X2"X:4 ALUM. AN( / (G061 TG ALLOY) FILLET WELD FULL P05T CIRCUMFERD TO BASE PLATE. SEI (�) STAND SCHEDULE. I ° RYPJ TYP. BASE PLATE DETAIL IN SCALE: 1 :4 NOTE: (-) SEE A/C STAND 5CH. FOR WELD THICKNESS. 01 Denis K P.E. 56902 SS renslons: date 0I-26-2015 2015 Issued A.S.G drawn checked D.K5. P%Iect no. TABLE # 1: REQUIRED DE51GN PRESSURES ON A/C UNITS BASED ON BLDG. HEIGHT (O.G W) (SITE SPECIFIC) EXPOSURE "D" COASTAL (') HEIGHT FROM GRADE TO TOP OF ROOF LEVEL A5CE-1 O n�- 15 Fi 5FT<H<20 FT 20FT<H <30 Fi OFT<H<40 FT 4OFT<H<50 FT 50FT<H<60 FT 60FT<H<70 FT 70FT<H<80 Fi 80FT<H<90 FT 90FT<H<I00 FT LATERAL (GCF=3.1) 143 PSF I50 PSF 161.1 PSF 169.4 PSF 17G.3 PSF 181.9 P5P I5G.I P5F 191.E PSF 194.4 PSF 198.E P5F UPLIFT (GCF= I .5) 69.2 PSF 72.6 PSF 78 P5F 82 P5F 85.3 PSF 88 P5F 90 PSF 92.7 PSF 94.1 P5F 96. I P5F TABLE #2: A/C STAND SCHEDULE EXPOSURE "D" COASTAL (') 0 < Buildincj Hel ht< 40' ASSEMBL NO. FVC UNIT H x W x D. 3 POST SIZE. O TUBE SIZE. �© W x H z T IN x IN x IN MAX. 5TD. HEIGHT (m) UNIT. MAXJMIN. WEIGHT Ibs) MAX. WIND SUPPORT REACTIONS.(") O.D. (in) t (in) T (nrw C (MPs) V Mps) M (lb- in) 1,2,3,445 30 x 30 x 30 1.1 0.281 TS .SX I .5X0.125 / 1 .75X I .75XO.094 32 200/ 100 2.5 2.8 .O 0.00 1 ,2,3,445 40 x 30 x 30 1.9 0.28 I TS I .5X I .5XO.125 / 1 .75X 1.75X0.054 32 400/200 3.6 3.8 1 1.3 0.00 50' < 5uilclincj Hel ht< 100' 1 ,2,3,445 30 x 30 x 30 1.9 0.281 I .5X I .5XO. 125 / 1 .75X 1.75X0.004 32 200/ 100 3.3 3.4 1.1 0.00 I ,2,3,445 40 x 30 x 30 2.0 0.313 TT, T5 I.5X I .5X0. 125 / 1 .75X 1 .75X0.094 32 400/200 4.1 4.3 1 .5 0.00 NOTE: M COASTAL CONDITIONS SHALL APPLYTO BUILDING LOCATED INLAND FROM THE SHORE LINE FOR A DISTANCE UP TO 660 FT OR AS DEFINED BY MUNICIPALITIES. I-) VALUES HAVE NOT BEEN FACTORED TABLE #3: BA5E PLATE f- ANCHOR SCHEDULE EXPOSURE I'D" COASTAL 0 < Building Heicjht< 40' EXIST. STRUCTURE BASE ALUMN A/C UNR 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 5.5. 'HILTI° KWIK BOLT 3W/ 2? MIN. EMB. ASSEMBLY 1,2,3,445 6' X 6° X 1/2° 40 x 30 x 30 (4) - I/2' 0 5.5. °HILTI' KWIK BOLT 3W) 3}^ MIN. EMB. OR(4)-5/8' 05.5.'HILTI' KWIK BOLT3W/2' MIN. EMB. - -= - -' OR (4) -3/8" 0 3/4' MIN. EMB. DROPIN ANCHOR BY POWER FA5TENER5 STEEL JOISTS 81 X e° X3/8"40 30 x 30 x 30 4-Y' 0 S.S. THREADED ROD W/ GALV. ASSEMBLY I ,2,3,4 4 5 x 30 x 30 DOUBLE NUTS F WASHERS SNUG TIED. WOOD 30 x 30 x 30 442 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 4 5 5° X 5° % 3/8° 40 x 30 x 30 DOUBLE NUTS 4 WASHERS SNUG TIED. EXPOSURE I'D" COASTAL 50 < Budding Height < 100' CONCRETE 6° X 64 X 1/2' 30 x 30 x 30 (4) -1/2' 0 5.5. °HILTI' KWIK BOLT 3W/ 3 MIN. EMB. ASSEMBLY 1,2,3,4 4 5 40 x 30 x 30 OR (4) -5/8' 0 5.5.'HILTI' KWIK BOLT 3Wl 2q MIN. EMB. OR (4) -3/e° 0 3/4' MIN. EMB. DROPIN ANCHOR BY POWER FASTENERS STEEL JOISTS 30 x 30 x 30 4y' 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 4 5 80 % 8° X 3/8° 40 x 30 x 30 DOUBLE NUTS 4 WASHERS SNUG TIED. WOOD 30 x 30 x 30 A OE ASSEMBLY I ,2,3,4 4 5 5' X 5" X 3/8" 40 x 30 x 30 E D UBLNUTS WASHER-" SNUG ED. (1) 1 x4 o I xG X k" RM (RAY MANUCY 4 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 I -BEAM ON OPPOSITE SIDE,MIN. (4) PER UNIT 4 SHALL BE FULLY 5TRETCHED.(Fy=3GK51). STRAP SHALL BE PLACED IN PAIRS AS CL05ED TO THE UNIT ENDS ANTI- VIBRATION PADS BY AIC EAM I CONTRACTOR @ 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 kO A5TM A-325 HOT DIPPED GALV. THROUGH BOLT FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE. SEE A/C,( STAND SCHEDULE. ROUND TUBING Jg"O A5TM A-325 HOT DIPPED GALV. THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE kZr A/C STAND # ANCHOR SCHEDULE. UNIT HOU5ING OR SHELL.(22GA) (2) 3/8° 0 5.5. 300 SERIES THRU BOLTS. TYP. W/ DOUBLE NUT5 4 WASHERS. (4 CONNECTIONS PER UNIT) ANTI- VIBRATION PAD5 BY A/C CONTRACTOR @ EACH CONNECTION 1-5EAM I LOCATION (4 MIN). ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1:4 2°X2'X4 ALUM. ANGLE ' (GOG I -TG ALLOY) FILLET WELD FULL POST CIRCUMFERENCE °(•) TO BASE PLATE. SEE A/C _ .STAND SCHEDULE. PLATES SHALL SANDWICH ROOF J015T MEMBER W/(4)1/2° EX15TING ROOF THREADED KOD5 PER PLATE RAFTERS MEMBER. W/ NUTS 4 WASHERS. SEE GENERAL NOTE #8. NOTE: (') SEE A/C STAND SCH. 5'5(5°X? STEEL PLATE FOR WELD THICKNESS. BELOW ROOF JOIST. BASE PLATE. SEE 4 A/C STAND 4 ANCHOR SCHEDULE. PLATES SHALL SANDWICH ROOF JOIST MEMBER W/(4) 1/2" THREADED RODS PER PLATE W/ NUTS 4 WA5HER5. --�, (I U MATCH DIM OF - -- - - - - - -- BASE PL ABOVE) PROVIDE 2°XG" MIN. WOOD BLOCKING @ EA. SIDE OF PLATE CONNECTION 4 PLACE A MIN. OF I X4 WOOD SHIM BETWEEN ANCHOR ATTACH TO THE RAFTERS ROD 4 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 6d NAILS. BASE PLATE CONN. DETAIL IN WOOD SUBSTRATES. SCALE: 1:4 0X2'X4 ALUM. ANGLE (GO61-TG ALLOY) ROUND TUBING 63 JO A5TM A-325 _ HOT DIPPED GALV. THROUGH BOLT 4 ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. SASE PLATE. SEE /C STAND 4 ANC SCHEDULE. EXISTING STEEL J015T PROVIDE (4) 4 -20 KWIK FLEX SELF DRILLING SCREWS 8'X8'X} STEEL PLATE BY "HILTI°. BELOW ROOF J015T. 13A5E PLATE CONN. DETAIL ON STEEL JOISTS j 2'X2"X4 ALUM. ANGLE (GO61-TG ALLOY) FILLET WELD FULL POST CIRCUMFERENCE r7o)r-ylP.) TO BASE PLATE. 5EEA/C STAND SCHEDULE. TYP. BASE PLATE DETAIL IN CONC. SU05TRATES. 6IIIVp SCALE: :4 Denis K. Solano NOTE: MSEE A/C STAND SCH. FOR WELD THICKNESS. P.E. 569M Sl W46 COA. renslore: m z bz I N C f LU z w w co Z �m Z CG � Lu Q W LU p v a w� Q owl z V w -L N F Q O m� w a o, y da'c OI-28-2015 issued 2015 drawn A.5.G checked D.K.S. protect no.