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HomeMy WebLinkAboutPLANSFort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design CA# 28173 January 20, 2015 SCANNED RE: Oleander Business Park BY 3283 Oleander Ave - C-4, St. Lucie County, FL St. Lucie Count, 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. R ��%% �., �3 rSV O� ON t e \�� �. '. COPY o yvo �90 2 * L'N:� w / m n mEaic J. Svoboda, PE, Eli AP barScTAT15hoffeer tFincipal A%b&*�ra0tPerprises Stand Design Documentation (3 pages) /OiNA r0���� ST. LUCIE COUNTY PLAN REVIEW i!n'7 , [3615 BLDG: DATE: ELEC: DATE: PLUMB: DATE: MECH: tr DATE. - 315 South 711 Street • Fort Pierce, FL 34950 ♦ Phone 772-672-4636 ♦ Fax 772-672-4637 www.fp-eng.com ZIn M=Dpnrenn&\IS"=WVACUtt=M15M3-01Olenda BusiesPaMCgl Mcn=WquiMec APPIun'u13183GI.dw GENERAL NOTES: DESIGN CRITERIA:— I- THE ALUM. AIC 5TAN05 SHOWN ON THESE DOCUMENTS ARE DL51GNED IN 1- THE ALUM. A/C STANDS SHOWN ON ACCORDANCE W/ HIGH VELOCITY HURRICANE ZONE PROVISIONS OF THE THESE DOCUMENTS ARE DE51GNED IN F13C 2010 EDITION (ASCE I OT 4 DIVIDED FOR DESIGN PURP05E5 ACCORDANCE W/ HIGH VELOCITY IN 5 A55EMBLIE5. 5EE A/C STAND 5CHEDULE HURRICANE ZONE PROVISIONS OF THE 2- WIND LOADS ARE DETERMINED IN ACCORDANCE W7 THE ASCE 7-) 0. FBL 2010 EDITION 4 THE PROVISIONS 3- NO INCREASE IN ALLOWABLE 5TRE55 HA5 BEEN CON51DERED OF THE AEC& 10 IN THE DESIGN OF THESE 5TAND5, 2- LOAD DESIGN CRITERIA 4- U5E OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WND LOAD: W/CHAPTER G I 15.23 OF THE FLORIDA ADMINISTRATIVE CODE, ASCE 7.10 5- THIS 5Y5TEM 15 DESIGNED FOR THE MAX. WIND PRE55URE SHOWN IN THE A/C STAND SCHEDULE. VELOCITY WIND PRE55URE: 180 MPH. G- THE MAXIMUM 512E AND WEIGHT OF A/C UNIT515 SHOWN IN THE A/C STAND EXPOSURE 9' IMPORTANCE FACTOR = 1,0 KD: 0.90 5CHEDULE, 7- 5EE F.B.C. CHAPTER 15, SECTION 1522 AND TABLE GCI=3.1 FOR LATERAL LOADS. 1522.3. FOR MIN CLEAR HEIGHT GCf=1.5 FOR UPLIFT LOADS. 8- THE CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITH STAND SUPERIMPOSED LOAD OF AIC 5TAND5, A FLORIDA REGISTERED ENGINEER 5HALL VERIFY CAPACITY OF EX15TING STRUCTURE TO SUPPORT NC STAND LOADS SHOWN IN FRAME 5CHEDULE, 9- ALL WELLDING 5HALL 13EPERFORMED W/ 4043 FILLER ALLOY, UNLE55 OTHERW15E NOTED. m 0- ALUMINUM DE51GN 15 IN ACCORDANCE W/ THE F.B.L. SECTION 1 G09.5 AND THE ALUMINUM A550CIATION SPECIFICATIONS FOR ALUMINUM 5TRUCTURf5 (LATEST EDITION),ALUM. 5HALL BE MADE OF GOG I -TG ALUM ALLOY. I - WHERE ALTERNATE CONNECTIONS OF A/C UNIT TO THE EXIST, FRAME ARE REQUIRED, CONNECTIONS 5HALL BE DESIGNED FOR THE ACTUAL WIND LOADS W/ CONSIDERATION OF UPLIFT, OVERTURNING < SLIDING. 2- AIC CONTRACTOR 5HALL PROVIDE VIBRATION 150LATOR PADS BETWEEN AIC UNIT AND STAND, 13- CONTRACTOR 5HALL VERIFY CONNECTION OF A/C UNIT TO FRAME DOES NOT INTERFERE W7 THE A/C MANUFACTURER'S WARRANTY. 14- ALUM. STAND STRUCTURES DIRECTLY EXPOSED TO THE 5EA COAST WINDS, ' 5HALL COMPLY W/ THE F.E.M.A. SPECIFICATIONS FOR CORROSION PROTECTION. COASTAL APPLICATION 15 EQUIVALENT TO EXPO5UU -D- [NUAND APPLICATION 15 EOUIVALENT TO EXPOSURE -C STAND SELECTION PROTOCOL: 3- ALUM. ALLOWABLE 5TRE55E5 (ALUMINUM ALLOY DE5IGNATION:G0 I -TG) A) COMPRf55UE YIELD STRENGTH, FCY= T KEL L-) (35 KSU B) TENSILE YIELD STRENGTH, FYI= 11 r51 P)135 K511 C) TEN511f ULTIMATE STRENGTH, ETU= 42 T51 D) SHEAR YIELD STRENGTH, FSY= 20 K51 E) SHEAR ULTIMATE STRENGTH, FSU= 27 K51 I') FOR MEMBERS W ft.. 5TRE55E5 NEAR I' OF A WEN. 4- FOR PROPOSED A55EMBLY LAYOUT:SEE BELOW A.C. APPROX. PLACEMENT DIAGRAM. DE5IGN LOAD5 MINE: 0 (IATERAE= 310 P51' 0 (JI 150 P5F MAX UNIT WEIGHT= 3001 MxA .Paves' lµxl Iwxl rr .mnv,w ap,3vav ga5asp r.v ra Ya ra ,s. Mll Mv) �PavaP srnsv.sp nvay.sv OIN55lAYC �{Ma.w,• AC APPROX. PLACEMENT DIAGRAM wssiup..w zls OIL(55iup u x.l I.MxI Iwxl Mx I <OMpwO aOKOwC gC,Ip.W .OMPKp p0.1PKV '161LG55tµp I- INVESTIGATE $ DETERMINE THE OVERALL BLDG, HEIGHT WHERE YOU ARE PLANNING TO INSTALL THE STAND, IT MUST BE LE55 THAN 100 FT, 2- ONCE, THE OVERALL BLDG, HEIGHT 15 DETERMINED, GO TO SHEET # 3 OF 3 4 SELECT THE CORRESPONDING LATERAL DESIGN WIND PRE55URE FROM TABLE # I . FOR E55ENTIAL FACILITIES SUCH U5 GOVERNMENT BLDGS, SCHOOLS, ETC, INCREASE THE SELECTED WIND PRE55URE BY 15%, THAT 15, MULTIPLY BY 1..) 5. FOR BLDG. HEIGHTS LE55 THAN GO FT INCREASE THE SELECTED WIND PRE55URE5 BY MULTIPLYING THE WIND PRE55URE5 BY 1 .91N ADDITION TO THE INCREASE FOR E55ENTIAL FACILITIES, 3- ONCE YOU OBTAIN THE WIND PRE55URE5 ACTING ON YOUR PROSPECT UNIT GO TO SHEET #3 OF 3 6 SELECT FROM TABLE # 2 BASED ON THE DE5IRED A55EM13LY # THE MAX. LATERAL DESIGN WIND PRE55URE (P5F) THE UNIT CAN WITHSTAND. TH15 VALUE MUST BE GREATER THAN THE REQUIRED OE51GH PRE55URE5 OBTAINED FROM TABLE # I IN ORDER FOR THE STAND TO BE SUITABLE FOR YOU 517E CONDITION, 3aw.n $vavw I'a ra za I'a I A5s[MAY IB 51f651M14P AC APPROX. PLACEMENT DIAGRAM I I I'a Y4 I'a as[up..w Iw •RGss,IwR Dems K. SD)ano P.EM%21 SL2 COAW"S ea,e RTaB-2012 mwd •5.G mxn .G .a-.... D.lS. IRAIL A:,• TI BEAM) w • 0.3M .5 0615 ozro 8 o.4w so wesma I�. 11WMo:CRAv C 2 Y-CHA s[e Ac�si_sRH� uW y � 1 0 �w UP �0 r� 5 4 ASE PLATP t I I W1510[ 0: 14 5[P AK SiMD SCM1 0 oax g o.1zs wul m¢rNFssa.zal s[t AC 5T.)5OI. 5 90UARE TUBING /15QU� TUBING 3 ND TUBING ALUM, STAND NOTES I- FOR A55VMBIE5 I. 2.314 M UNIT5 SHA , BE A MWMUN VERNCAL PROIECTEO AREA OF 6.33 3OUAREO FEET Oci EACH. 2- FOR A55EME1Y 5 AL UMT55HAU BE A MAMMUM VERTICAL PROJECTED AREA Of I I.I 50UARED FELT (4,,401 EACH, (REFER TO MAIUF. RECOMMENDATION) 3- UNII550AU. BE EQUALLY 511IN THE C0NFIGURATION55HOMN ON 5•I A MIN. Of 12-CtE_AR 015T. BETWEEN UNIT5 5HALL API, 4- PROVIDE 3' MIN. FROM EDGE Of STAND TO EDGE OF UNIT. AIL UNIT. (401 MAX. WGHT — 300 LU 26- Mm, FRAME ELEVATION (ASSEMBLY 1,23 ¢ 4) 5CAIP: I:IG NOTE: 1'I Yf 5T0. M. clfIKVNR ON w c1VPRR 15. 5F=i, 15Ux Z m H w� W <m N u i W° o PROVIDE FIUET WELD )_.. NO FOR FULL V151BIE 4 PERIMETER Of PIECE p I -BEAM 1 5OR G TO PIECE 3. OpLL VI @y kO HOT GAIV. ..___.-.... __ 0 THROUGH EfOIT •. ' THROUGH BOLT BOLT C-CHANNEL 2.� :.:.... ..:.. rvu� ROUNDTUBIND 3 5 6 H m3 CHANNEL TO TUBE W/ SQUARE TUBING FULL PERIMETER WELD A "� 272'I(i' ALUM. ANGLE / / (GOG I -TG AU00 —J au � TYP. PRAMS A55EMBLY DETAIL, 5CAIE: 1:4 _ polvAm. ASY.L. 2 Denis K P,F 569P s1,^ COA. BMWs 2, 3 TABLE #2: A/C STAND 5CHEDULE 55fR1BL NO, AZ UNR H.W.D. P05T O.D. yn) 5Zf. t pn) LOBE SIZf. © W.n111 n.ma,n BASE PLATE MAv. DU` GN ureR+L MND PRLSSNRL RSr Au: 05frN urzRA upon m.W lvSF STD, HEIGHT RM UNIT. WEIGHT Iroa) MPx. WINO 5UPPORT REACTIONS.1"1 50't WBD 19 (M Z3 F1LUR) 40433'B T MI,N) C (GT,1 V V M Ilb nl 1 40.30a 30 L9 0.281 T5IEJ(I.5)O.g5/I.75XI.75I(0.094 5'.5'. Ne 30tI 149 5M 6.0 17 BOB 2.3 40, 30.30 L9 0.261 T5 .SIX 1.5X0. 125/1.75X 175X0.094 5'. 5'x NN 308 1V m S.B6 GO L] OOJ 4 40.30'W 1.9 0.261 TS 1,11. SX0. 125/1.75X1.75XO.094 5'.5'X 3IB' 30B 9 5.86 60 IJ 0.DO 5 Qa Q0 40 1.9 0.28) T51.51I.510.121H.75XIJ5X0.094 5'.5-. 3VVW 309 149 33 3C0 5.06 6.0 L] 0.00 TABLE # I : REQUIRED DESIGN PRE55URE5 ON A/C UNIT5 13A5ED ON BLDG. HEIGHT HEIGHT FROM GRADE TO TOP OF ROOF LEVEL LOCATION AECF-10 ILISR ISFr<H 2OR20R<H 3p fT 30fT< 40 FT gOFf< SO FT SOFT<H 60Fl60FT< ]OR OFT< BOFT BQ'T< 9D FT 90Ff< IOp FT INLAND LA1fRAl (GOP=3.0 I]52 PS iBG.2 PSF 202.a PEF 215.4 PSF 1 225A PSP 234.6 P5f 242.3 PSF 249.3 PSF 255.5 PSF 261.2 PSf UR1R LGCf� L5) LATERAL 04.8 PSP 90.1 P5f 90.1 PSP 104.2 PSP 109.2 PSF 13.5 PSf p.3 PSF 120.6 PSF 123.6 PSP 126.4 PSF COASTAL (GOP.3.1 212.1 223.6 PSf 239.9 PSf 252.2 PSf 262.2 P5f 270.E PSP 2]B.0 PSf 204.5 PSf 250.4 PSf 295.8 PSP C) UH)PTICCP1.51 P)COASTALCONEXTR 102.9 Saul 103.2-- AFnvrnwiiinom 116.1 PSP 122.0 PFiF 126.9 PSf 131.0 PSf 134.5 PSP 13]J PSF I40.5 P;F 143.1 PSF ANCHOR 5CHEDULE BASE PLATE SIZE MET. STRUCTURC ANCHOR TYPE 5'X 5'X BN' CONCRETE ASSEMBLY 1.2.3.4 T 5 (4).yB' 055.'HILTP MMK BOLT III W/ MIN. END. B'XWXNW STEEL JOGT5 ASSEMBLY 1,2,3.44 4-)V051. TNREADLD ROD VA GALV. OOL®IP NUR4 WAENENB_N" TIED. 5'X5'X,V5' WOOD A55EMBLY 1,2.3,4 4 5 4-4.05.5. THREADED ROD W/ GALV. DOUBLE NU/54 WASHERS 5NUG TIED. k0 HOT DIPPED THROUGH BOLT 4 5NUG TIE ANCHORS PER SEEANCHDRSCH BASE PLATE. SEE 4& AC STAND 50H. 4 ANCHOR 5CH, JM. ANGLE ALLOY) ovw.0 o• wewi�vrt�VRWCV ormVrvyJrpL 116. iD AC UNIT HOUSING OR 5HELL( I BGA) 2' XI B GA GALV. STEEL STRAP. STRAP SHALL PA55 OVER UNIT TO 143EPM ON OPPOSITE SIDE, NL UNIT HOUSING OR 5HELL. 41LOCATION (2)Y'05.5. 3005ERIE5 THRUBOATS. TYP WIDOUBLE NUT5L WA5rER5(4 CONNECTIONS PER UNIT) VIBRATION PADS BY AIL RACTOR @ EACH CONNECTION I -BEAM ( 4 MIN). F4ps� ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. gg ° 5C.NE: 1:4 0 2°r5a 2' L- .f:t 1'I' a - 3 a -� AC UNIT HOUSING OR SHELL. 6,j I Z. OU [$ m�3 RM CUP BYRM. ENTfRPRLSES W/THE CORRf5PON01NG FLORIDArz CERTIFICATION R. U Z ^ o M Z LU 41 < MIN. (4) PER UNIT 4 SHALL BE y, FULLY SITBY NC --- ----FY-3GK51) �CONTRCONTRACTOR VIBRATION EACH CONNECTION EACH CONNECNON I BEAM LO ATION LOCATION H9 F (4 MIN). ANTI. VIBRATION PADS BY P/L (4 F• Nf3 CONTRACTOR@ EACH CONNECTION Y-O LOCATION (4 MIN). IL DLL () 141EAM I OI 3y (4) B 12 5M5 AT EACH STRAP NC UNIT TIE -DOWN CONNECTION DETAIL. U) to Zto )°, END TO UNDERSIDE OF I BEAM, SCALE: 1:4 G ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1:4 ROUNDTUDING 3 IsW �a F Z FILLET WELD FULL P05T CIRCUMFERENCE I,) TO WE PLATE, 5U AC STAND 5CHEDULE. I- fTY?l FUTE. 5HALL SUIOMCH RCgf J015T MEMBER W/(4) �a EXISTING ROOF THREPDEDROMPERPLATE RAFTERS MEMBER. V NUTS 4 WASHERS. SEE GENERAL NOTE RB. NOTE: F) SEE AC STAND 5CH. SkSk}' STEEL PUTT FOR WELD THICKNESS. BOON ROOF JOIST. \B45E PL ABOVE) PROVIDE 2X6' MIN. XCCDE!DCMN @ EA. 51DE Of PLATE CONNECTION 4 ATTACH TO THE RAPIERS W/ 4.1 Gd TOE NAILS fA. END BASE PLATE DETAIL IN WOOD 505TRATE5 SCALE: 1:4 NO 1}m nrn DIPPED Gov. I I .Zi m 3 < THROUGH BOLT I I : f FLUFF VIEIO FULL 2k"I. ALI ANGLE N OE - POSTCIRCUMFERENCEtMATE (606, TG ALLOY) V TO BASE PLATE. SEE A STAND 5CHEDULE. ROUND TUBING 3.BASE PHO701PPE0 GALV. (GO61-TGALLOY)THROUGH BOLT 1 PUTE55HALL SANDW057nuf WELD FULL mz 4 PANCHOR PER FLUTE. POST BE PLATE. EE AI TREADEDTMEMBER WJ(4)RODS PER AEG SEE ANCHOR SCHEDULE. 1 .) TO BUSS PLATE. SEE AJCWINUT5 A WA5HER5 STAND SCHECUU: oR.SBASE PLATE. SEE q I' (YP.)AC STAND 5CH. F I U15TING S678'4 STEELPLBELOW STEE JO TYP. BASE PLATE DETAIL IN CONC. SU55TRATES. A.C. BASE PLATE DETAIL OSCALE: J:4 N STEEL JOISTS 3 NOTE: V) SEE A.0 STAND 5CH. FOR WELD THILKNE55. 5'ALE' 1 4 Denis K SDI200 3 d 3 PE 569Ve S1 NIE COA WP79995 GENERAL NOTES: 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 (ASCE-10) $ DIVIDED FOR DESIGN PURPOSES IN 5 ASSEMBLIES. SEE A/C STAND SCHEDULE. 2- WIND LOADS ARE DETERMINED IN ACCORDANCE W/ THE ASCE 7-10. 3- NO INCREASE IN ALLOWABLE STRESS HAS BEEN CONSIDERED IN THE DE51GN OF THESE STANDS. 4- THI5 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 S>D SCHEDUIF. G- SEE F.B.C. CHAPTER 15, SECTION 1 522 AND TABLE 1522.33. CLEAR HEIGHT. r-1 rif k 7- THE CONTRACTOR SHALL VERIFY EXISTING BY A/C STANDS. A FLORIDA REGISTERED EXISTING STRUCTURE TO SUPPORT A/C 5T SCHEDULE (TABLE # 2). 8- ALL WELLDING SHALL BE PERFORMED W/ 5 OTHERWISE NOTED. DESIGN CRITERIA: 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 DE51GN CRITERIA: WIND LOAD: ASCE 7-10 - FBC 2010, SECTION 1620.E VELOCITY WIND PRESSURE: 180 MPH. EXPOSURE"D"IMPORTANCE FACTOR = 1.0 KD: 0.90 GCf=3. 1 FOR LATERAL LOADS:, GCf= 1.5 FOR UPLIFT LOADS. JPE-RIMP05ED LOAD IFY CAPACITY OF IN AC STAND G FILLER ALLOY, UNlF55 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 It 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 IS 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 MUNICIPAUTIES. INLAND APPLICATION IS EQUIVALENT TO EXPOSURE "C'. STAND SELECTION PROTOCOL: 3- ALUM. ALLOWABLE STRESSES (ALUMINUM ALLOY DESIGNATION:000 I -TG) A) COMPRE551VE YIELD 5TRENGTH, FCY= I I K51(') [35 K511 B) TENSILE HELD 5TRENGTH, FTY= I I K51(') [35 K511 Q TEN5ILE ULTIMATE STRENGTH, FTU= 42 K51 D) SHEAR YIELD STRENGTH, F5Y= 20 K51 Q SHEAR ULTIMATE 5TRENGTH, F5U= 27 K51 I') FOR MEMBERS W/ MAX. 5TRE55E5 NEAR I" OF A WELD. LIMITATION OF A) BLDG. HEIGHTS < 100 It FOR RATIONAL CALCULATION OR MAX. DESIGN WIND LOAD5: Q (LATERAL) = 198.E P5F (0.61 Q (UPLIFT) = 96. I P5F (0.6 W) WHEN WIND TUNNEL TEST ARE PRESCRIBED. B) MAX. UNIT WEIGHT MAX. / MIN. UNIT WGNT = 400/200 Lb (40'X30"X30") MAX. / MIN. UNIT WG4T = 200,(100 Lb (30'X30'X301, HEIGHTX W1D X DE 4P13Px3Px3 14}' 3'4' I AC APPROX. PLACEMENT DIAGRAM (MIN) 4P/3Pk30k30' I I 40'!3C/x3Pk3P A.G. APPROX. PLACEMENT DIAGRAM. 4P/3Pk3Px30" I I 4PI3Px3Px3P IW 2'-10• 2•-1P 2'-IP z-IP 2'-IP 2'-IC '� ASSEMBLY No. 5 '161EG5 STPND° 23'-0' I - a. INVESTIGATE * DETERMINE THE OVERALL BLDG. HEIGHT WHERE YOU ARE PLANNING TO INSTALL THE STAND. IT MUST BE LF55 THAN 100 FT. I,. AL50 CLA551FYTHE 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 PT OR 20 TIMES THE BLDG HEIGHT WHICHEVER 15 GRATER OR A5 DEFINED BY MUNICIPALITIES. 2- ONCE, THE OVERALL BLDG. HEIGHT AND EXPOSURE IS DETERMINED, GO TO SHEET 5-3 / 5-3A. * SELECT THE CORRESPONDING STAND FRAMING INFO AND ANCHOR. A55EMBLY No. 5 AC APPROX. PLACEMENT ren =�: E @�a SCANNED EBY F St. Luce County z O rn U 4P305i3Uk3P Denis K. SAano 56902 S.L 2046 GOA 00009095 date 0I-26-2015 Issued 2015 A.5.G drawn checked D.K.S. projeae w. a e44, / F P �M44 %V 0 � 0 ,a /Gs2pro, Ge ASSEMBLY No. 5 �FoRq e�a �oN sr�c " I G LEGS STAND" rOr�cOM °ji 0p/4 /ShFO r0 (DUE TO SPACE LIMITATION ASSEMBLY NCI 0 LEG STAND 15 NOT SHOWN ABOVE. PLEASE REFER TO SHEET 5-1 FOR INSTALLATION DIAGRAM.) I�RAI ee, G�FOR�p / ASSEMBLY No. 2 4.3 "8 LEGS STAND"/p�<oNG 0 STAND NOTES: ASSEMBLY No. I 4 LEGS STAND" "I U LrUiS 51 AN 1. 1- FOR A55EM15LE5 1, 2 ,3 b 4 A/C UNITS SHALL BE A MAXIMUN VERTICAL PROJECTED AREA OF 5.33 SQUARED FEET (30"X40') EACH. 2- FOR A55EMBLY 5 AC UNITS SHALL BE A MAXIMUM VERTICAL PROJECTED AREA OF 1 1 .1 SQUARED FEET (40'X40") EACH. OTHERWISE NOTED ON PLACEMENT DIAGRAM. (REFER TO MANUF. RECOMMENDATION) 3- UNITS 511ALL BE EQUALLY SPACED IN THE CONFIGURATIONS SHOWN ON 5- I .A MIN. OF 12' QPAR DI5T. BETWEEN UNITS SHALL APPLY 4- PROVIDE 3' MIN. FROM EDGE OF STAND TO EDGE OF UNIT. A/C UNIT DEPTH. 0.385 L I " O'G 15 0 2 k 90 3/8' 0 STEEL �-� THUM85CREW NOTE; w TOSTFELB W*' FU= WW C� SEE AIC STAND SCHEDULE w yJ'I C, o I • (TYP). V 4 O v N Q u a _ " w 5N w � dw WF 011 ,• -I— - - - ROUND TUBING SQUARE TUBING @ QUARETU13ING 3 :�:,• b SCNE: G: ,� A/C UNIT. MAX. ! MIN.WGHT = 4001200 Lb (40"X30"X30") MAX. / MIN. WGHT = 200/ 100 Lb (30'X30"X30') 26' Min: 40' Max. (A/C UNIT. 4O'X30°X3C") 23" Mm: 40" Max. (A/C UNIT.30"X30"X3O') THRU-BOLT5 LRCK SQUARE � N PROVIDE FILLET WELD FOR FULL VISIBLE yy° PERIMETER OF PIECE 5OF GTO PIECE 3. I -BEAM I _ a J°0 A5TM A-325 2 HOT DIPPED GALV. THROUGH BOLT ------ C-CHANNEL 2 m ROUND TUBING 33 CHANNEL TO TUBE W/ FULL PER)METER WELD. A' I 1 1 N I m I c S2 2"X2'X* ALUM. ANGLE _ (GOG I -TG ALLOY) TYP. FRAME ASSEMBLY DETAIL. 5CALE: 1 :4 2'X2'X*"ALUM. ANGLE (5057 ALLOY) FRAME ELEVATION (ASSEMBLY 1 ,2,3,4 * 5) SCALE: 1:1 G NOTE: (') SEE STAND Mm. CLEARANCE ON PBC CHAPTER 15, SECTION 1522.3 o,�`�s Denis K o 0 P.R 56902 S.L 2046 C.OA 00009095 reMtom: date 0I-28-2015 issued 2015 drawn A.S.G checked D.K.S. Pro)ect ro. TABLE # 1: REQUIRED DE51GN PRESSURES ON A/C UNITS BASED ON BLDG. HEIGHT (O.G W) (SITE SPECIFIC) EXPOSURE "C" ISLAND HEIGHT FROM GRADE TO TOP OF ROOF LEVEL ASCE-1 O H� I S FT I SFT<H 20 FT 20FT<H<30 FT 30FT<H <40 FT 40FT<H <50 FT 50FT<H<GO Ff GOFT<H <70 FT 70FT<11<50 fT 80FT<H<90 FT 90FT<H < 100 FT LATERAL (GCF=3.1) 1118 PSF 1 25 PSF 136. I PSF 144.4 P5F 1 51 .3 PSF I I I I G8 P5F 172.2 PSF 175 P5F UPLIFT (GCF=1 .5) 157.1 1 GO.5 F5F I G5.6 PSF 1 70 P5F 73.2 PSF I 7G P5F I 78.G PSF 1 81.3 P5F 83.3 P5F 84.7 PSF TABLE #2: A/C STAND SCHEDULE EXPOSURE "C" ISLAND (') 0 < Building Nei ht< 100' ASSEMBLY NO. AIC UNIT H x W x D. 3 P05T SIZE. TUBE SIZE. ��© W x H x T IN x IN x IN MAX. STD. HEIGHT Qn) UNIT. MAX./MIN. WEIGHT pbe) MAX. WIND SUPPORT REACTIONS.(') O.D. (in) t (in) T (Kips) C (KIPS) V Nps) M 1, 2,3,05 30 x 30 x 30 1.9 0.281 15 1 .5X I .5XO. 125 / 1 .75X 1 .75XO.094 32 200/ 100 3.1 3.3 1 . I 0.00 1 ,2,3,4t5 40 x 30 x 30 19 0,251 75 1.5X I .5XO.125 / 1 .75X I .75XO.094 32 4001200 3.G 3.8 1 .3 0.00 NOTE: (") VALUES HAVE NOT BEEN FACTORED TABLE #3: BASE PLATE It ANCHOR SCHEDULE EXPOSURE "C" 15LAND 0 < Building Height < 40' EXIST. STRUCTURE BASE ALUMN AIC UNIT ANCHOR TYPE PLATE 51; ® Hx Wx 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. OR (4) -3/8' 0 aw MIN. EMB. DROPIN ANCHOR BY ASSEMBLY I ,2,3,4 t 5 x 40 x303O POWER FASTENERS STEEL JOISTS 30 x 30 x 30 4-& 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 t 5 8' X 8' X 3/8' 40 x 30 x 30 DOUBLE NUTS t WA5HER5 SNUG TIED. WOOD 3O x 30 x 30 4-X, 0 5.5. THREADED ROD W/ GALV. ASSEMBLY 1,2,3,4 t 5 5° X 5' X 3/3, 40 x 30 x 30 DOUBLE NUTS t WASHERS SNUG TIED. EXPOSURE "C" ISLAND 50 < Building Height < 100' CONCRETE 5' X 5° X 3/8' 30 x 30 x 30 (4) -3/8" 0 5.5.'HILTI' KWIK BOLT 3W/ 2LV MIN. EMB. G°X G'X 112. 40XSOX30 (4)-1/2'05.5.'HILTPKWIK BOLT 3W/3y MIN. EMB. ASSEMBLY 1,2,3,4 t 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 4-Y2' 0 5.5. THREADED ROD W/ GALV. A55EM15LY 1,2,3,4 t 5 8" X 8' X 3/8' 40 x 30 x 3O DOUBLE NUTS t WASHERS SNUG TIED. WOOD 30 x 30 x 30 442 0 5.5. THREADED ROD W/ GALV. A55EM13LY 1,2,3,4 t 5 5° X 5' X 3/8' 14Ox3Ox3OI DOUBLE NUTS t WASHERS SNUG TIED. (1) 1 X4 o I xG X k PM (RAY MANUCY t 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)-114"-20 GALV SCREWS. (TOTAL: 4 CLIPS PER UNIT) AIC 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 STRETCHED.(Fy=3GK51). STRAP SHALL BE PLACED IN PAIRS AS CLOSED TO THE UNIT ENDS j AL/ \--ANTI- VIBRATION PADS BY A/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 DIP GALV. THROUGH BOLT FILLET WELD FULL P05T CIRCUMFERENCE TO BASE PLATE. SEE AIC STAND SCHEDULE. I I -BEAM ROUND TUBING g"0 A5TM A-325 _ HOT DIPPED GALV. THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR 5Ct1EDULE. BASE PLATE. SEE `J A/C STAND t ANCHOR SCHEDULE. VC UNIT HOU5ING OR 5HELL.(22GA) remsions: (2) 3/8' 0 5.5. 300 SERIES THRU BOLTS. TYP. W/ DOUBLE NUTS t 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) - FILL -IT WELD FULL POST CIRCUMFERENCE (�) TO BASE PLATE. SEE AIC STAND SCHEDULE. PLATES SHALL 5ANDWICH ROOF JOIST MEMBER W/(4)1/2' THREADED RODS PER PLATE EXISTING ROOF RAFTERS MEMBER. W/ NUTS t WASHERS. x SEE GENERAL NOTE #8. x NOTE: I-) SEE A/C STAND SCH. 5"X5"X? STEEL PLATE FOR WELD THICKNESS. BELOW ROOF JOIST. \ I BASE PLATE. SEE 4 AIC STAND t ANCHOR SCHEDULE. PLATE5 SHALL SANDWICH ROOF J015T MEMBER W/(4) 1/2° THREADED RODS PER PLATE W/ NUT5 t WA5HER5. (IV MAIVH UIM V� BASE PL ABOVE) PROVIDE 2"XG' MIN. WOOD BLOCKING PLACE A MIN. OP IX4 WOOD SHIM BETWEEN ANCHOR @ PA. SIDE OF PLATE CONNECTION t ROD t 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 USING 3-1 Gd NAILS. 15A5E PLATE CONN. DETAIL IN WOOD SUBSTRATES. SCALE: 1 :4 2°X2"Xy ALUM. ANGLE (GOG I -TG ALLOY) EXISTING STEEL JOIST PROVIDE (4) �x-20 KWIK FLEX SELF DRILLING 5CREW5 8"X8"X," STEEL PLATE BY "HILTI°. BELOW ROOF JOIST. BASE PLATE CONN. DETAIL ON STEEL JOISTS ROUND TUBING L J10 ASTM A-325 _ HOT DIPPED GALV THROUGH BOLT 4 ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BA5E PLATE. 5EE A/C STAND t ANC SCHEDULE. TYP. BASE PLATE DET SCALE: 1 :4 NOTE: (') SEE A/C_,91A"@-&Q 2°X2°Xj4" ALUM. AN( (GOG I -TG ALLOY) FILLET WELD FULL 01-26-2015 P05T CIRCUMFERD dzte TO BASE PLATE. SO 2015 issued - STAND 5CHEDULE. A.5.G drawn D.K5. ,) checked project no. sheet no. L IN CONC. SUBSTRATES. FOR V LD THICKNESS. Denis K. Solano 3 of 3 E. 56902 SZ 2W C.O.A. 0000909s t%l TABLE # 1: REQUIRED DESIGN 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-10 H-<15 FT 1151`T<N 20 FT 20FT<H<30 FT OFT<H<40 FT 4OFT<H<5O FT 50FT<H<60 FT GOFT<H<70 FT 70FT<H<80 FT 80FT<H <90 Fi 90FT<ry<100 FT LATERAL (GCF=3. 1) 143 PSF 150 P5F 161.i P5F 169.4 P5F 176.3 P5F 181.9 P5F I5G.I P5F 191.E PSF 194.4 PSF 198.6 PSF UPLIFT (GCF= 1.5) IG9.2 P5F 72.6 PSF 78 FSF 1 82 P5F 55.3 PSF 88 P5F 90 PSF 1 92.7 P5F 1 94.1 P5F 96. I PSF TABLE #2: A/C STAND SCHEDULE EXPOSURE RD" COASTAL (') 0 < Builclinq He) ht< 40' ASSEMBLY NO. AJC UNIT H x W x D. 3 POST 51ZE. © TUBE SIZE. /© W x H x T IN x IN x IN MAX. 5TD. HEIGHT On) UNIT. MAX/IMIN. WEIGHT (Ibs) MAX. WIND SUPPORT REACTIONS.('-) O.D. (in) t 6n) T (Kips) C (Kips) V (Kips) M III, :n) I ,2,3,4t5 30 x 30 x 30 I .9 0.281 T5 1 .5X I .5XO. 125 / 1.75X I .75XO.094 32 2001100 2.5 2.8 I ,O 0.00 1,2,3.465 40 x 30 x 30 I .9 0.281 T5 I .5X I .5XO.1 25 / I .75X 1 .75XO.094 32 400/200 3.6 3.8 I .3 0.00 50' < Builclincj Hel ht< 100' .,34 1 0.251 T5 I ..5X I / I .75X I .75XO.094 32 201 .1 0.00I,212 3,4 x ..5XO..125 125 11.75X 1 .75XO.094 32 1 400/200 4.1 1 4.3 1 1.5 0.00 NOI t: I') COASTAL CONDITIONS SHALL APPLY TO BUILDING LOCATED INLAND FROM THE SHORE UNE FOR A DISTANCE UP TO 660 FT OR AS DEFINED BY MUNICIPALITIES. (•') VALUES HAVE NOT BEEN FACTORED TABLE #3: BASE PLATE 4� ANCHOR SCHEDULE EXPOSURE "D" COASTAL 0 < Budding Height< 40' EXIST. STRUCTURE BASE ALUMN A/C UNIT ANCHOR TYPE PLATE SIZE ® H x W. D. CONCRETE 5' X 5' X 3/8° 30 x 30 x 30 (4) -3/8' 0 5.5. "HILTI' KWIK BOLT 3W/ 2k MIN. EMB. A55EMBLY 1.2.3.4 t 5 6' X 6" X 1/2' 40 x 30 x 30 (4) - I/2° 0 5.5. 'HILTI° KW1K BOLT 3W/ 3e MIN. EMB. OK (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 4-y' 0 5.5. THREADED ROD WI GALV. ASSEMBLY 1,2,3,4 t 5 8• X 8" X3/8° 40, 30 x 30 DOUBLE NUTS t WASHERS SNUG TIED. WOOD 30 x 30 x 30 ASSEMBLY I ,2,3,4 t 5 5- X 5' X 3/8° 40 x 30 x 30 DOUBLE NUTS t WASHERS SNUG TIED. EXPOSURE I'D" COASTAL 50 < Budding Height < 100' CONCRETE G'X G'X 1/2' 3Ox3Ox30 (4)-1/2' 05.5.'HILn' KWIK BOLT 3W/3 MIN. EMB. ASSEMBLY 1,2,3,4 t 5 40 x 30 x 30 OR (4) -5/8" 0 5.5. °HILTP KWIK BOLT 3W/ 2 j' MIN. EMB. OR (4) 3/8' 0 3/4' MIN. EMB, DROPIN ANCHOR BY POWER FASTENERS STEEL JOISTS 30 x 30 x 30 4-N 0 5.5. THREADED ROD W/ GALV. A55EM13LY I ,2,3,4 t 5 8' X 8' X 3/8° 40x 30x30 DOUBLE NUTS t WASHERS SNUG TIED. WOOD 30 x 30 x 30 4-& 0 5.5. THREADED ROD W/ GALV. ASSEMBLY I ,2,3,4 t 5 5' X 5' X 3/8' 40 x 30 x 30 DOUBLE NUTS £ WA5HER5 SNUG TIED. (1) 1 x4 o I x6 X *' PM (RAY MANUCY t ENTERPRISES) CLIP ATTACHED TO THE UNIT WITH (6)1/4°-20 GALV KWIK FLEX SELF DRILLING SCREWS BY HILTI AND TO THE BEAM W1(2)-1/4"-20 GALV SCREWS. (TOTAL: 4 CUPS PER UNIT) A/C UNIT HOUSING OR SMELL.(22GA) 2° X 18 GA GALV, STEEL STRAP. STRAP SHALL PA55 OVER UNIT TO I -BEAM ON OPPOSITE 51DE.MIN. (4) PER UNIT t SHALL BE FULLY 5TRETCHED.(Fy=3GKSp, STRAP SHALL BE PLACED IN PAIR5 AS CLOSED TO THE UNIT ENDS ANTI- VIBRATION PADS BY AIC 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 J00 A5TM A-325 HOT DIPPED GALV THROUGH BOLT 4 SNUG TIE ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. BASE PLATE. SEE IV AJC STAND t ANCHOR SCHEDULE. UNIT HOUSING OR SHELL.(22GA) (2) 3/8' 0 5.5. 300 SERIES THRU BOLT5. TYP. WI DOUBLE NUTS t WASHERS. \ (4 CONNECTIONS PER UNIT) `ANTI- VIBRATION PADS BY A/C CONTRACTOR @ EACH CONNECTION 1-5 EAM I LOCATION (4 MIN). ALT. A/C UNIT TIE -DOWN CONNECTION DETAIL. SCALE: 1 :4 2°X2'Xg° ALUM. ANGLE (6061-TG ALLOY) FILLET WELD FULL POST CIRCUMFERENCE �(•) TO BASE PLATE. SEE A/C 1 ° (iYP )STAND SCHEDULE. PLATES SHALL SANDWICH ROOF J015T MEMBER W/(4)1 /2" EXISTING ROOF THREADED RODS PER PLATE RAFFER5 MEMBER. x W/ NUTS t WASHERS. SEE GENERAL NOTE #8. x NOTE: (•) 5EE NC STAND 5CH. 5°XS°X}" STEEL PLATE FOR WELD THICKNESS. BELOW ROOF 1015T. - 'I U v niFr: u 1 v:m v: BASE PL ABOVE) PROVIDE 2"XG" MIN. WOOD BLOCpNG @ EA. SIDE OF PLATE CONNECTION t PLACE A MIN. OF IX4 WOOD SHIM BETWEEN ANCHOR ATTACH TO THE RAFTERS ROD t WOOD RAFTER IN ORDER TO PROVIDE W14- I Gd TOE NAILS EA. END A TIGHT -FIT BEARING CONNECTION. ATTACH SHIM TO RAFTER U51NG 3-1 6d NAILS. BASE PLATE CONN. DETAIL IN WOOD SU85TRATE5. SCALE: I :4 ROUND TUBING 3 I i j"0 A5TM A-325 HOT DIPPED GALV. THROUGH BOLT FILLET WELD FULL I P05T CIRCUMFERENCE TO BASE PLATE. 5EE q/C,(•) STAND SCHEDULE. I ' BASE PLATE. SEE 4 A/C STAND t ANCHOR SCHEDULE. PLATES SHALL 5ANDWICH ROOF JOIST MEMBER W/(4) I /2° THREADED RODS PER PLATE W/ NUTS t WASHERS. EXISTING STEEL J0I5T- 8"X8°X� STEEL PLATE BELOW ROOF J0I5T. 2"X2°Xq ALUM. ANGLE (6061-TG ALLOY) ROUND TUBING C 9"0 A5TM A-325_ HOT DIPPED GALV. THROUGH BOLT 4 ANCHORS PER PLATE. SEE ANCHOR SCHEDULE. 5A5E PLATE. SEE /C STAND t ANC 5CHEDULE. PROVIDE (4) o -20 - KWIK FLEX SELF DRILLING SCREWS BY "HILTI". BASE PLATE CONN. DETAIL ON STEEL JOISTS I I \ /x 2"X2"X-" ALUM. ANGLE (G061-TG ALLOY) FILLET WELD FULL ' POST CIRCUMFERENCE TO 13ASE PLATE. SEE A/C (�) STAND SCHEDULE. I° nw.) �////// QD TYP. 5A5E PLATE DETAIL IN CONC. 51-1135TRATE5�1 SCALE: I :4 Denis K. Sohn NOTE: (') SEE WC STAND 5CH. FOR WELD THICKNESS. P.E. 56M SS 2M C.0 N 000M5 re�510ns: Z N Q d � WLu L Z W m a tD In <v + cem ZOpI GC MR, Z H uj a� � w� Z Q OE G W M p m� K G date 01-28-2015 issued 2015 A drawn .5.G checked D.K5. p%lect W. sheet W. El