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HomeMy WebLinkAboutGenerac plansAMERICAST www, ameri-casting. corn "MADE IN AMERICA!" FED TAX # 20-8252362 LICENSE #599-20050163 5303 Palmetto Ave. Fort Pierce, FI. 34982 Tel. 772-971-1958 Fax: 772464-0509 Email: sales a�ameri-easfine.com or charlesoitt2OOlra vahno.com 108 in. Total Length 54 in. Length 54 in. Length For Generac Models KW L W H W Generac RG032 / RG3224ANAX 32KW 76.8 in. 35 in 46.1 in. 1225 lbs. Generac RG036 / RG03624ANAX ALUM 36KW 76.8 in. 35 in 46.1 in. 1202 lbs. Generac RG036 / RG03624ANSX STL 36KW 76.8 in. 35 in 46.1 in. 1255 lbs. Generac RG038 / RG3824ANAX 38KW 76.8 in. 35 in 46.1 in. 1235 lbs. Generac RG045 / RG452ANA(C)(X) ALUM 45KW 76.8 in. 35 in 46.1 in. 1260 tbs. Generac RG045 / RG452ANS(C)(X) STL 45KW 76.8 in. 35 in 46.1 in. 1313 lbs. Generac RG048 / RG4854ANA(C)(X) 48KW 76.8 in. 35 in 46.1 in. 1555 tbs. Generac RG060 / ALUM 60KW 76.8 in. 35 in 46.1 in. 1422 lbs. Generac RG060 / STEEL 60KW 76.8 in. 35 in 46.1 in. 1539 tbs. Generac RD03024 / RD03024ADAE 30KW 95 in. 35 in 57 in. 1820 lbs. Generac RD04834 / RD04834ADAE 48KW 95 in. 35 in 57 in. 2197 lbs. Generac RD050 50KW 95 in. 35 in 57 in. 2197 lbs. Calculations: 47 in. 6000 psi Lightweight Concrete Mix 6000 psi Lightweight Concrete Mix Generator Model: Width MasterFiber Mae100 & Road Mesh MasterFiber Macl00 & Road Mesh Generac 30 KW RD03024 Length Width Height Weight Generator = 95.0 in. 35.0 in. 57.0 in. 1820 lbs. Pads = 108 in. 47 in. 4 in. 1150 tbs. qz = Velocity Pressure = 0.00256 x Kz x Kd x KZT x V2 Contributed Total Weight 2970 lbs. V = Wind Speed = 186 mph. V2 = 34,596 Kz = Velocity Presure Exposure Coef. At Height z = 1.03 Exposure D Eq. 16-12 (FBC 2010) Kd = Wind Directional Factor = 0.85 G = 0.85 Concete Pad Plan KZT = No Escarpment = I Cf= [0.3 x (H/L)] + I = 1.18 n. t.s. qz = 0.00256 x 1.03 x 0.85 x I x 34596 = 77.5 psf. Af= 37.60 sq.ft. Design Wind Force (F) = qz x G x Cf x Af 2925 lbs. D = 2970 lbs. Dual Pad - 47 in. Wide X 108 in. Long Load Combination - Allowable Stress Design (D) = 0.6D + 0.6W OTM = Cf x Wind (F) x 1/2 Width = 81.1 kip. Pad I - 47 in. Wide X 54 in. Long I Pad 2 - 47 in. Wide X 54 in. Long RM = Cfx Deadload (D) x 1/2 Width = 82.4 kip. Concete Pad Section n. Ls. RM FS = Safety Factor = OTM - 1.02 Bolt Allowable Tension = 1,645 Ibs./bolt - Use 50% = 823 tbs./bolt Bolt Allowable Shear = 2,495 lbs./bolt - Use 50% = 1,247 Ibs./bolt 4 Titen Bolts per side used = 6584 lbs. Tension Due to expansion and shrinkage of prints, written dimension takes precedence over scaling It is the responsibility of the contractor to field verify all dimensions and adjust onsite as required. This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2014 Florida Building Code and ASCE 7 10 Wind Speed = 186 MPH Wind Exposure Category = "D" Noi Hazardous to Human Health V.a GWW gam: 06-29-2010 Wi1.bGBl %+a1rK: Title ofPa a �' �� "xsno-uvz-.on Specific Purpose # - ;pnald.}Lrilson, P.E. Lisc. No. 9710 k654Vrvx6esf1 '1ndJ. 9% lhli k.neo Generator Pad Pre -Ma I. Signs 57thanmrfv SyHnyrs, �a 32714 - rhwengr Ca carYhlink.net DP1r9ar �✓ Sate.. n.t.s. Concrete SP R- Sheet 1 ULU '16 2014 Jenerator Attachment Plate See Generator Specs 2" i__ Rubber Vibration PadF vlasterfiber Mac 100 & Road Mesh` Structural Foam Core Z AM RICAST w ameri-castine com -MADE IN AMERICA!" FED TAX N 20-8252362 LICENSE 0599-20050163 5303 Palmetto Ave. Fort Pierce, FL 34982 Tel. 772-971-1958 Fax: 772-464-0509 Email: salestia�mneri-castim&com or charlespitt2001r h o 108 108 6.5 95 6.5 6.5 95 6.5 6 6 T _FContinuous Load Path Denotes Concrete Generator Max Size Anchor Screw 47 35 in. Wide X 95 in. Long X 57 in. Tall 35 35 Pad Gen. Gen. Generator Mounting Plate - See Manuf. Specifications Continuous Load Path YiTiiiii7iwiiiiiiiii7ii: iiiTiiiiiT ii?iiiii 'iTiiiiTiiq Generator Placement Plan 12.5 27.67 27.67 27.67 12.5 n. t.s. Bolt Placement n. t. s. Simpson A24 Angle Brace w/ 4 - #10 Stainless Screws Generator i i 3/811 x 2" x 3" Galy. Metal Washer 3/81, x 3" Titan Conc. Anchor Screw 6,000 psi Lightweight Conc. Mix 4t OPTIONAL: Hole to be Epoxy Filled !1 ' d' Ji 1 Before Installing Screw 2t+ Optional Anchor Plan n. t.s. Generator Generator Attachment Plate See Generator Specs 211 h Rubber Vibration Pad,' Master -Fiber Mac 100 & Road Mesh Structural Foam Core -- 3/8" x 2" x 3" Galv. Metal Washer 3/8" x 3" Titan Conc. Anchor Screw 6,000 psi Lightweight Conc. Mix y , v. OPTIONAL: Hole to be Epoxy Filled Before Installing Screw Anchor Bolt Plan n. t. S. This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2014 Florida Building Code and ASCE 7-10 P. roBlscrr 9.aa e: GWW I Date: 06-29-2010 466 au arle,•s ett.Pm..,x..F e�Specific Purpose Title of Page: .A n.+ovaxxaxn .9/1nnx..nrc dy11119a Mo. 32714 rhwen r u• earthlink.net I D-0-1 RHW Sine: n.t.s. Generator Pad Pre-Manuf. B (. Concrete Specs Wind Speed = 186 MPH Wind Exposure. Category = "D" Not Hazardous 10 Human Health P.E. Lisc. No. 971( Sheet I 2 OPTIONAL AT At rylic-Tex is a two component, high solids, 10:1 ratio acrylic -based adhesive for use as a high strength, anchor-groutingdimaterial yang cure tl 9 9 e for use er all types of weather, es n designed to dispense easily and curl) at temperaturesdown 10he Resin and inflator AT mare dispensed and mixed simultaneously through the mixing nozzle. AT meets the physical requirements of a is a on-e Type 181M Grade 3, Classes st B & tC. ime. except Acrylic-TE is a non -epoxy product formulated for fast cure time. ® • Threaded rod anchoring • Reber doweling • Pick -proof sealant amund doors windows and fixtures ICC-ES ER-5791 • (CMU & URM); City M L.A. RR25459'1 Florida FL 11506.1'; NSF/ANSI Standard 61 (11 in2/5000 gap; Multiple DOT listings. © The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load wines. 'Applies to all AT products except Art 0. "®' I Surfaces to receive adhesive must be clean and free of frost. The base material temperature must be 07 Or above at the time of installation. For information on installations below G-F comact Simpson. Mixed material in notale can harden in 5-7 minutes. For installations in or through standing water, see page 15 for details. ®' I See pages 4-5. ® 12 months from date of manufacture in unopened cartridge. For best results more between 32-F-80-F. Partially used cartridges can be Stored for a limited time by leaving nozzle in place. To reuse, attach new nozlle. I[I= Resin -white, brilliant- black When properly mixed adhesive will be a uniform gray color. Uncured material- Wipe up with cotton cloths. if desired approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner, or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when funding flammable solvents. Solvents may damage surfaces to which they are applied. Cured material -Chip or grind off surface. 170311-7ril Mn Anchors installed with AT Acrylici adhesive have been tested in accordance with ICC-ES•s Acceptance Criteria forAdhesive Anchors (AC56) for the following: • Seismic/wind loading • Long-term creep at elevated -temperature • Static loading at elevated -temperature • Damp and water -tilled notes •Freeze -thaw conditions • Critical and minimum edge distance and spacing In addition, anchors Installed with AT Acrylic -Tie"" adhesive have been tested in accordance with ICC-ES'a Acceptance Criteria far th reinlomed Masonry Anchors (AC60) and NSF/ANSI Standard 61. Drinking Harter System Components - Health Effects. ,.® I Consistency(77-F) ASTM C881 Non-sapithiartr0pic paste Heat deflection ASTM D648 149°F(65-C) Bond strength (moral cure) ASTM C 882 2.900 psi (2 days) 2.970 psi (14 days) Water absorption ASTM D570 0.23%(24 hours) Compressive yield strength ASTM D695 10,210 psi (7 days) Compressive modulus ASTM D 695 660,800 psi (7 days) Gel time(77-F) ASTM C881 9man -Thin film Very good to excellent against distilled water and inorganic acids. Fair to goad against organic acids and alkalis, inorganic alkalis, and many organic solvents. Poor against ketones. For more detailed information visit our vo its or contact Simpson Stronp-Tie and request Technical Bulletin T-SAS-CHEMRESO6. The performance of this product results from its unique formulation which is proprietary to Simpson Strong-Te. The product may also be protected by one or more of U.S. Pats, 5,643,994: 5,965.635; 6,228.207, licensed from ITN , 419r II i 1 AMNBi3 q l@�lH ll luu ,1111� 1 Art (AT08 similar) tw.K_!a ADT8138 a ,uummw�= � `®T 'aarvei avow Mir ) FAST-PACod Art v AT30 EMN221 (ATPACD5KT) Includes 9.6 ounce (The EMN22i is the Includes ounce cartridge, and required mixing nozzle coaxial cartridge, mixing nozzle. for the AT30) adaptorand mixing nozzle. •IMPORTANT - SEE PAGES 4-5 ED�When the concrete II\I temperature is at or below FOR INSTALLATION INSTRUCTIONS freezing. ensure any holes drilled in advance are free of frost or ice. rJ:L'a'4sara:eLasalaLY:tILI, Anchoring adhesive shall be two -component acrylic based System supplied in manufacturer s standard side -by -side or coaxial cartridge and dispensed through a static -mixing nozzle supplied by the manufacturer Adhesive shall meet the physical requirements of ASTM C-881 for Type I and IV, Grade 3, Class A. B and C and must develop a minimum 10,210 psi compressive yield strength after 7 day cure. Adhesive must have a heat deflection temperature of a minimum 149-F (65•C). Adhesive shall be AT Acrylic-Te%adhesive from Simpson Strong -Tie, Pleasanton, CA. Anchors shall be installed per Simpson Stroni instructions for AT Acrylic-Te adhesive. ®I' See pages 88-92 of the Simpson Strong-Tle Anchor Systems'' Anchoring and Fastening Systems for Concrete and Masonry catalog (C-SAS-2009) for information on dispensing tools. mixing nozzles and other accessories. Tension Lead. in Nmmal-Weight Coastal. Him 96 call bn5iu: CIHId Cnawh -: -:MMIPnLwu 'In. on a E ltl. Named, I 0Cpapn1d1 pm) Ma a t3fMPOWpnb 20J Mee CommM 2TP8oNaPAa0 am In. Imm a I. Xmae mage. 'SurahleAt1 UMs Md. Oaw. Ml.ble Immj (-in) . Its . n.ON IN. LN l flu. Ms. MI:.I Ms. IN 2Y 4297 Ilan 11315 5,204 1,550 4g 70 d 6 19.1) (4.8 (5.8) (27.61 (8.9) 344 ] OB] 34] 1 ]l0 _ z ,115 9920 t 2da 95 1 1 76 I) 152 ( 1 05 31S 1 ) (15) ]9) 1. 164 41 1109 4:0.5 •:. 1,15fi 5fid adds - t.ad 0.5 5.1 (62) 62 293 •, 3 1h Me, 4 a ],413 412 t.Ad 2,Y70 10,711f2.1 i 2,fiB5 (1,2J) (92) (too) 1203) : 3a0) • _D.e) B3) -` (111 :478" '.' HIM 2.fi7B : 8,2d 16,Bd "' 8910find 45p '(13) 114 144) Cfi9B - 17A)': - 2% .'em 1,155 1.400 6,Sd 1,645 (70) (20.5) f5.n (621 293 p.31 4% 8,>4z 615 2,135 2,08 m,ze6 laud s.B]B ii fi 10 i 115.9) 1�06)_ pP]) (154) (38� (2]) 19,]1 (11.]1 1.11 p_11 03 ]1 W. 12.90 1g64 3,2411 - 31956 18I 680 1678 11461 1571) (718 144) 117.6 IIS in am+ $i]B f i,dfi '+ laud and (52) I6a1 • 3.. 14B8p 149g 9, t,SBr { y.355 12 11911 1117 (152) (3067 11 40 . aid nine , i:O1p 3,ed : sad 11743 ,.- 1 no 1d �" 812 451 f15.3 1B0 pe 6 Shear Loads in Narmal-wehhl Concrete 'seP woe 511,.'u eaoagNin of an arolnew p M She purl Embed Crinwl CXtlwl- :Shur Laid ur.. (mmj an al.. Bute in, din guru' SPapinp, Big. magenta 1b6MPa gOnomm Iba3wgpa1 fNIMN Cd.m tea+000pat: :. 1T].6MP8 LPnmaa - m rout ' 1 ). in. 1a + UXtmam -- SM.IOev. Mlowon " UXlmtla -Allowable Imm) : Immj :. Ida kX Ihi.-grit IN,O5A 111, MI the. han Iok.IM11 Mr.Dav, ire Mh ,'IOL N. 21i fi953 L585 iJ 5 zI B31 ptl (7A) '7) A' 7) 6,9]] 1.006 1,595 .57 1.6]B 19.51 3% 114 (114) D52j _ 1,J4n 95 1204) 45 pit (74 2A' Bdu • t,00fi 20511 Bjd] .2,! - 386 • f , ,i) (544 - 9 rJr.,7 9,e2f 1,285. 2,8d 2,7a5 1a,02] 697' 9,2e5 ' 112,7) 92 (1621' (�d(< 415 6J, 10,4' T4) 579 '(T7 ,: 14.5))- ,59 - 11,319 1,P4fi-. 3,890 ; 3,OIu' •3,,10 146 - 509 5A ISO' 1 14.5) 2Y, 7,70 1.940 2,n0 9,987 2.495 70) (34.5) (06) 9.9 44.4 11.1 4% 8.706 - 1,30 2.175 3,415 18,687 1,60 4,650 8% n Ph 10 Ii5.91 (191) (254) 3( 9.7_ (8.1) -- (9.7Z_ -9,12fi _ U5.2) _ - (82.8) Dan 12,498 2,227 3,080 -- _ _.(ffi]) _ 4,660 (1461 (556) (991 113.9) 1A31 (20] 2k, ° range8 LBuO Fir :11;d0 2,d5 , LILID a, 1021 ask 43b 9 12 :` 11,22E 2,BOa` .T,Bd 2A;BB0 2,8w -: 6,110 Oed) 117 - j229) (9d1, ,: 1498' 129 12fi fM� fOea 106, +.274 '. afraid1 bafil]' can 24;860 a. Jd 'J'9170 146 : 9a0 15.8 -. 22A , 098' (ads, 279 r me9owd y ay fw, In Wuaon a win, tar a11.0. 1, In. warrom carte. mama, ie 111, in lira emnmmem was x ulowamam`1.. an, 11 awwaa 33A°5 Ira smhm,m mamip 5.mmlon and snaarlrana far are znen manenm may M nannmeo m.p m a elaprlaI nem.ad or are. 1, to arcs mnam armorial Ev rode. a nflux an ln,ar Aaw uooa lInd may nut ir Unfaad for orreala s ais, or agv:ramalage auimvnan nalonfa, warn, a, cry aa. ,,. centime Unfairly 7000 mono aoa. w. onewaoa paves 128-129 Ttlen HOUr Anchor Product Data Zinc Plated Sftt Matlel Drift na Wrench 'Ouamity Mod.. Dta. Size Us.) (ip.) Box : codes d'4 x3 THD37300H 1 50 200 %x4 TH037400H a 50 i 200 %x5 THD37500H �16 50 100 %x6 THD37600H 50 100 25 _ 100 F•.z4 TH060400H`� 201 80 Iiix5' 7HP545ODH' 'h iS6 TH650800H' ' 20 ': ',80 ask 61h TH050612H `- 20 = 46 %x8 THD5D500H' 1/2�4 20..:: 40 hX 12 THD501200H b41t23 ' TH4501300H . -20 T, ,40 `L 1k-X 74. TH05014WH 20, 40 'L tit X15 THD5D7500H 20 " 40 UI THD62400H 10 40 %x5 TH062500N 10 40 %x6 TRIG 2600H fi/a dyk, 10 40 %x 6h THD62612H 10 40 %x8 THD62000H 10 20 THD7540ON 10 40 3.z5 THD75500H 5 20 45x7 TH075700H �4 1?]4 5 10 4iz8le I THD75812115 10 gx10 I THD75100H' 5 10 i 1. Zinc plating meek ASTM 8633, Set. 2. I-muth is measured from the wronging of the head to the tip 01 the anchor. AMERICAST www.amerl casting coin "MADE IN AMERICi FED TAX 5 20-8252362 LICENSE 0599-20050163 5303 Palmetto Ave. Fort Pierce, FL 34982 Tel. 772-971-1958 Fax: 772A64-0509 Email: sales(O.ameri-e.sting.comorcharle9Mitt2OOlavaho0.com ' an IBC' Mies 2m Serrated learn on the tip of the Titen Had screw anchor facilitate cutting and reduce Installation torque. W Titen ED. screw 6 anchor emmaresanparri.d: U.S. Patent 6.04.035 Of 6,623,238 • Nos ecial drill bit needed: Designed pero install usingstandard when co r pared ANSI tolerance drill bits • the Then HD 50% less torque: Testing to that when compared to competitors, the Titan HD requires 50%less torque to be installed in concrete. • Hex -washer head: Requires no separate washer and provides a clean installed appearance.- • Removable: Ideal for temporary anchoring (e.g. formwork, bracing) or applications where fixtures may need to he moved. Re -use Of the anchor to achieve listed load values is not recommended. See reinstallation note on next page. Reinstallation of Men HD" screw anchor in Original Drills Hale Tien HD anchors may be removed and reinstalled in the original hole entrant reducing load capacity if the to reads that were cut into the concrete during the original installation are followed, Start reinstallation of the anchor by hand to prevent cross -threading and a possible reduction in load capacity. This Certifies that these plans meet or exceed the 186 mph ultimate wind speed of the 2014 Florida Building Code and ASCE 7-10 Wind Speed = 186 MPH Wind Exposure Category = "D" Not Hazardous to Human Health nd1selre Dneawr GW W Dom: 06-29-2010 1"k ku: Title affiance: e �M g 4 : pnu)d H. Wilson, P.E. Lisa No.�97110dl��xa.pec16C Purpose4U6 cLtleM/ee.•sfle4l.rA�reuue r...1u7.r,xz-.�x4r.9111 ..anasm 45 arafaa x1.:Flrs 3.277E D RHW role: n.t.5. Pre-ManuC,%3 ���J 6 rhwengr @ earthlink.net °�Y' S Generator Pad Sigu �k Concrete Space 1< d Sh