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Date: Fee Due: �i- Permit # C Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 ScB���D St t Ucie CoG my SPECIALTY PERMIT APPLICATION MElectrical ❑ Plumbing ❑ RVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Addr( 2. Parcel ID Number: Office Use Only Section Township Range Map Page Zoning Land Use Initials ' 30111 T J q. 6 z5' 3. Complete Description of Project or Work: 4. Owners Informat/io�n�y } 5. Contractors Information Name: VWv . I l Address: b UD QQM W P, I l City: A V u State: Zip: Phone• - I IQ 6. Value of Construction: $ ��,%Oc) .Ud FL Reg/Cert #: County Cert#: Business Name:��(i1 Phone-% -L151P 4 Fax: OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in �A ^ Lcompliance with all applicable laws regulating con;;c ' n zo g. � v1����� 1 �G�CYhGZ✓1 PRINT OWNER OR CONTRACTOR N SIGN VO R OR CONTRACTOR STATE OF FLORIDA, COUNTY OFfJ (/ t ACKNOWLEDGED BEFORE ME THIS j ' DAY OF lt" 2J I _,BY � ]'� 1 , 017,Ll WHO IS PERSONALLY KNOWN TO ME 0 OR WHO HAS PRODUCED _ AS IDENTIFICATION. tirnra�t :° Nota P tc Stag I y of F. r C:rV l�.L✓ V" l t-v l y {, ' AntoKq Paut� a �1� SIG MAR OF NOTARY TYPE OR PRINT NAME OF NOTARY My Commras,orr COMMISSION NUMBER °r r►O Exprrea 02/?7r, y�5 �J6rbZ � NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 Revised 04/26/2010 NOTICE TO OWNER:. FAILURE T61-A&ORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOUINTEND TO, OBTAIN FINANCING, CONSULT WITH YOUR LENDER: OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT wrrH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information. in the space provided. All information must be printed -(use. black or blue ink . only) or typed. This permit• application is to be used only for those activities that -are not otherwise included . under a primary building permit. This application may not be used for any activity that, includes structural alteration.. The information to be provided with this application includes: 1. Location/Site Address Indicate the street address or general location of 2. Parcel.ID Number 3. Description of Project or'Work Activity .4. -Owner Information 5. Contractor Information 6: Value of Construction property where the• building activity is taking place. Indicate the. tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take'place.: Total cost of construction includes all current retail material and labor costs associated with the. building/construction activity. Construction value is used to determine the permit fee. St. Lucie" County reserves the right to question and/or modify the indicated value of constructionif it is demonstrated that the submitted figures .arenot consistent with similar types of construction. ❑ Gas Attach 2 piping'schematics.with tank. size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of -manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual J calculations..2 sets of duct layouts for new system or full replacement This application can .be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4.:30 P.M.. For assistance in completing this application; please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. NOTE: Emergency electric service: change out inspections will not be performed after 3: 00 PM without . special. arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. JOSEPH E. SMITH, C/ �,S OF THE CIRCUIT COURT AFPER RECORDING -RETURN TO: SAINT LUCIE COUNI, / FILE # 3603679 06/23/20i 1 at 02:59 PM OR BOOK 3303 PAGE 795 - 795 Doc Type: NC RECORDING: $10.00 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION„OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: l 1 — ) I 2. GENERAL DESCRIPTION OF 3.OWNER INFORMATION: b. Address—jU--! !LD)( jARW p r. d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: c. interest in property 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrrH YOUR Signature of Owner or Owner's Authorized Offcer/Director/Partner/Manager Print Name and Provide Signatory's Title/Office State Flow Ci e Countyty of tL The foregoing instru ent s a owledged before me this ��day of 20_�. By V , as � L �� (Nam of person) (Type of authorityg. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known .... or produced the following type of ID: r c! r Anfonla M �P�ula °I Florida Printed Name of Not Public (Signature of Not Public lSe..11) Hof n� MyCOmmhWon E606e ( �1 ) �► Notary 6x ires.02/a7/20e 02i p Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my belief (section 92.525, Florida Statutes). Signa e(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: By ii i3e " v Rev.08/30/2007(Recording) r Property Appraiser - St.Lucie rm.�,nty, FL Page 1 of 1 f r � PROPERTY RECORD CARD David Bell Jr Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,� V�CIE CO Site Address: IDEAL HOLDING RD ParcellD: 3211-701-0007-000-8 Sec/Town/Range: 11:36S:38E Account* 160764 Map ID: 32/11X Land Use: Vac Res Zoning: PUD - CO City/Cnty: St Lucie County %ak Ownership and Mailing Legal Description Owner: David Bell Jr Sheila J Bell CARLTON COUNTRY ESTATES (PB 46-29) LOT 5 (5.187 AC) (OR Address: 204 Rosewood Dr 3250-1435) Fort Pierce FL 34947-1309 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 114100 Land Value: 114100 Acres: 5.19 12/1/2010 119000 0001 TR 3250 / 1435 Assessed: 106700 Building Value: 0 5/15/2002 1368100 00 WD 1528 / 1327 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: Taxable: Taxes: 2256.44 BUILDING INFORMATION No Sketch Available Exterior Features View: RoofCover: - RoofStruct: ExtType: YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: StoryHght: - No.Units: SecWall: Interior Features BedRooms: 0 Electric: - PrmintWall: FullBath: 0 HeatType: - AvgHt/Fl: 1/26ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBlt. No: Land Use Type Measure Depth 1 0000-Vac Res N -Acres 5.187 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED � http://www.paslc.org/prc.asp?prclid=321170100070008 7/5/2011 \\ ' t G..� •c��-e �uw.5 r S W .�e-,S ZOO `Ar�� SPcv. � �r�c ly c-o?t,*-cTHwrO Zoo A-? 4200 t "lI? SQ_Nit-. t)ecvi(.e, En�..ae Erk« -tx- T�i...$ireC "j"ranyFef �11 3. ZI ° C-oPPar 7 wPJ 31 y - i *k 14 c.op per r A amn3 I0K10x3` 0eA'Ae% 3a CTuIke_- 1/0 - CoPpe-c- ufj;'cc- GrocA..d ZS �-11 7- ST. LUCI CGUNT Y BIT- L RE@jiEAi'ED FOR Co4YL'vrE REVIEW B' DATE - PLAN %MIT MUST BE APT ON JUB OR NO MPECTION NVILL BE AL:* -DE. 2�� 3 �a. �P►�� HWr� I -7#eLf&o?FerrHwp) Mfg t<.a AAC,.�;e G,,e,vallo f- X I ( QQ SF x 3VA (2) small appliance ckts Refrigerator @ 1500 Refrigerator @ 1500 Freezer @ 1500 Washing machine @ 1 Dishwasher @ 1500 Disposal @ 1500 Mini sewer @ 3000 ciothers dryer @ 5000 Range @ 12000 Water heater @ 4500 Fixed microwave @ 15 Vacuum @ 1500 Trash compactor @ 15 Pool heater @ 'name p Spa @ 'name plate' Motors 746VA per HP I Load calculation larger than Air ving only a 1500VA ea DO A 1.Je,11 I. S G-bo 1 Total 2 First 10 KVA of genera load @ 100% 3 Subtract Line 2 from 1 4 Multiply Line 3 @ q0 D 5 Add Lines 2 and 4 G 60/50amp breaker for eat (10,000) 7 40/30amp breaker for ieat (5000f 8 Total heat -Add Lines and 7 9 Multiply Line 8 @ • inv5 lb 10 Add Lines 5 and 9 11 Divide Line 10 by 240 .7{..0 1 11 "" Line 10 is tot I Kw Line 1 1 is tota amp qoo v 3000 /`j-0 1500 = I boa 360 = 10,000 _ y? 60 1 3 -7 qo 7L IQ 0 _ `DUod � 7000 R7 0 _ _337 D (Generator size needed) j3e ZZ(Breaker size needed) T� IjY Ft;L GENERAV QUIETSOURCE@ SERIES STANDBY GENERATORS' INCLUDES: Generac Naturally Aspirated. Gaseous Fueled 4.2L Engine Two Line LCD:Tri-lingual Digital Nexus TM .Controller Isochronous Electronic Governor Closed Coolant. Recovery, System • Smart BatteryCharger • UV/Ozone Resistant Hoses • ±1 % Voltage `Regulation • N'atural Gas or LP: Operation. 48 kW Liquid -Cooled Engine Generator Sets Standby Power Rating Model QT048 (Gray) - 48 kW 60Hz GENERAC' 1 GENERAC •� G OOD • �' C YL' US HOUSEKEEPING Q.UIL ! -TEST. . .2 Year Limited Warranty _ -- - _ • UL-2200 Listed J$ , L : ®' i ' Meets EPA Emission Regulations A/MA missions Compliant with Optional Catalyst FEATURES O INNOVATIVE DESIGN SI PROTOTYPE TESTING are key components of GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't stop there. Total commitment to component testing, reliability testing, environmental testing, destruction and life testing, plus testing to applicable CSA, NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. O TEST CRITERIA: ✓ PROTOTYPE TESTED ✓ SYSTEM TORSIONAL TESTED O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. An unequalled ±1 % voltage regulation. O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the small est. electronic component. ✓ NEMA MG11-22 EVALUATION O GENERAC TRANSFER SWITCHES. Long life and reliability are ✓ MOTOR STARTING ABILITY synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. GENERAC Application & Engineering Data OT048 GENERATOR SPECIFICATIONS TYPE Synchronous ROTOR INSULATION Class H STATOR INSULATION Class H TELEPHONE INTERFERENCE FACTOR (TIF) <50 ALTERNATOR OUTPUT LEADS 3 PHASE 4 wire BEARINGS Sealed Ball COUPLING Flexible Disc LOAD CAPACITY (STANDBY RATING) 48 kW EXCITATION SYSTEM Direct VOLTAGE REGULATION TYPE Electronic SENSING Single Phase REGULATION ± 1% GENERATOR FEATURES Revolving field heavy duty generator Directly connected to the engine Operating temperature rise 120 °C above a 40 °C ambient Insulation is Class H rated at 150 °C rise All models are fully prototyped tested ENCLOSURE FEATURES Aluminum weather Ensures protection against mother nature. protective enclosure Electrostatically applied textured epoxy paint for added durability. Enclosed critical grade Quiet, critical grade muffler is mounted inside muffler the unit to prevent injuries. Small, compact, Makes for an easy, eye appealing installation. attractive ENGINE SPECIFICATIONS MAKE Generac MODEL V6 CYLINDERS 6 DISPLACEMENT 4.2 Liter BORE 3.81 STROKE 3.74 COMPRESSION RATIO 9.3:1 INTAKE AIR SYSTEM Naturally Aspirated VALVE SEATS Precision ground and hardened LIFTER TYPE Roller, Hydraulic GOVERNOR SPECIFICATIONS TYPE Electronic FREQUENCY REGULATION Isochronous STEADY STATE REGULATION ± 0.25% ADJUSTMENTS FOR Speed Droop Yes Yes ENGINE LUBRICATION SYSTEM OIL PUMP Gear OIL FILTER Full flow spin -on cartridge CRANKCASE CAPACITY 6 Quarts ENGINE COOLING SYSTEM TYPE Pressurized Closed WATER PUMP FLOW 10.8 gal/min FAN SPEED 1050 FAN DIAMETER 22 inches FAN MODE Puller gill 1:1111,11 Natural gas. propane vapor U R Down Draft SECON RY FUEL REGULATOR Standard FUEL SHUT OFF SOLENOID Standard OPERATING FUEL PRESSURE 5" -14" H2O ELECTRICAL SYSTEM BATTERY CHARGE ALTERNATOR 12V 30 Amp STATIC BATTERY CHARGER 2 Amp RECOMMENDED BATTERY Group 24F, 525CCA SYSTEM VOLTAGE 12 Volts Rating definitions - Standby: Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). (All.ratings in accordance with BS5514, IS03046, IS08528, SAE J1349 and DIN6271). Generac° QuietSource° Series Standby Generator - 48 kW GENERAL' OPERATING DATA KW RATING (LP/NG) 48/46 ENGINE SIZE 4.2 Liter GENERATOR OUTPUT VOLTAGE/KW - 6OHz kW LP AMP kW Nat. Gas AMP CB Size (Both) 120/24OV, 1 -phase, 1.0 pf 48 200 46 192 200 120/208V, 3-phase, 0.8 pf 48 166 46 160 175 120/24OV, 3-phase, 0.8 pf 48 144 46 138 150 277/48OV, 3-phase, 0.8 pf 48 1 72 46 1 69 80 ENGINE FUEL CONSUMPTION (Natural Gas) (Propane) Natural Gas Propane (ft3/hr.) (gal/hr.) cu ft/hr Exercise cycle 70 0.8 28 25% of rated load 205 2.23 81 50% of rated load 370 4.03 147 75% Of rated load 516 5.6 205 100% of rated load* 655 7.20 260 For Btu content, multiply ft3/hr x 2520 (LP) or ft3/hr x 1000 (NG) ENGINE COOLING Air flow (inlet air including alternator and combustion air) ft3/min. 2,460 System coolant capacity US gal. 3.0 Heat rejection to coolant BTU/hr. 165,000 Max. operating air temp. on radiator °C (°F) 60 (150). Max. ambient temperature °C (°F) 50 (140) COMBUSTION AIR REQUIREMENTS .Flow at rated power 60 Hz cfm 235 SOUND EMISSIONS IN DBA Exercising at 7 meters 60 Normal operation at 7 meters 65 EXHAUST Exhaust flow at rated output 60 Hz cfm 395 Exhaust temp. at muffler outlet °F 1100 ENGINE PARAMETERS Rated synchronous RPM 60 Hz 1800 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration 3% for every 10 °C above - °C 25 1.65% for every 10 °F above - °F 77 Altitude Deration 1 % for every 100 m above - m 183 3% for every 1000 ft. above - ft. 600 * Refer to "Emissions Data Sheets" for maximum fuel flow_ for EPA and SCAOMD per r � TTL®®d7� �^ .�c 4 , RATING: All three phases units are rated at 0.8 power factor. All single phase units are rated at 1.0 power factor. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO-3046-1. Design and specifications are subject to change without notice. KW rating is based on LPG Fuel and may Berate with natural gas. INTERCONNECTIONS OT048 UTILITY SUPPLY FROM QT SERIES ENGINE GENERATOR SERVICE DISCONNECT CONNECTION PANEL LOAD SHED NONamMODULE MATCH WIRE Lug HULLERS TO TERMINAL HLOWS ZZJ �ti(Mll ES E2 ® NEUTRAL BLOCK O OW GROUND NOTE, PDVER LEADS AND TRANSFER SWITCH LEADS ja BE RUN IN TWO DIFFERENT CONDUITS. RTS TRANSFER SWITCH NEUTRAL BLOCK LIQUID COOLED INSTALLATI❑N NEXUST" CONTROL FEATURE I I 9W?,,Afo`% 000 000 6.6 66. 000 000 oeii 000000 coo coo CUSTOMER LOAD (DISTRIBUTION PANEL) 2-1-ine Plain Text LCD Display '� " ;, Simple user interface for ease of operation Mode Switch ,, �`�_;' -Auto Automatic Start on Utility failure. 7 day exerciser -Off Stops unit. Power is removed. Control and charger still operate. -Manual/Test start Start with starter control, unit stays on. If utility fails, transfer to load takes place. Programmable start delay between 10-30 seconds Standard Engine Start Sequence Cyclic cranking: 16 sec. on, 7 rest (90 sec. maximum duration) Engine Warm-up 5 seconds Engine Cool -Dawn 1 minute Starter Lock -out Starter cannot re-engage until 5 sec. after engine has topped. Smart Battery Charger Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Automatic Low Oil Pressure Shutdown Standard Overspeed Shutdown Standard, 721-lz High Temperature Shutdown Standard Overcrank Protection Standard Safety Fused Standard Failure to Transfer Protection Standard Low Battery Protection Standard 50 Event Run Log Standard Future Set Capable Exerciser Standard Incorrect Wiring Protection Standard . Internal Fault Protection Standard Common External Fault Capability Standard Governor Failure Protection Standard *Single and three phase connections may vary , refer to the owner's manual for specific connection information. Y+ m Z m 1 GAS vE16Rr Ira � I _ TION vE[wr veieG a. k. MALE c� m._n [vet swaalMl YE[13(f [sK[ .tt K' - UPLING 775 Kc rassT CQRTFlSK10f aMm msEn Rl`MOVE`CMR jt_�ACCE C30,5'1 Kc CLHfl KG CLBST TO RA➢IATOR I'(=L CA [12 01 H [9I %1 C145B] c 1 FF T!+ o NOTES, 1) MINIMUM RECOMMENDED CONCRETE PAD SIZE, 1155 (45. 5') WIDE X 2255 (88. 8') LONG, REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT CD FOR CONCRETE PAID GUIDELINES. CD 2) ALLOW SUFFICIENT ROOM ON ALL SI➢ES OF THE GENERATOR FOR MAINTENANCE AND SERVICING, THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA 37 AND NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, o STATE AND LOCAL CODES FOR MINIMUM DISTANCES FROM OTHER STRUCTURES. 3) CIRCUIT BREAKER INFORMATION, N SEE SPECIFICATION SHEET WITHIN OWNERS MANUAL n 4) INSIDE STUB -UP AREA FOR AC LOAD LEAD CONDUIT CONNECTION, NEUTRAL CONNECTION, BATTERY CHARGER 120 VOLT AC (,5 AMP MAX.) CONNECTION, AND ACCESS TO TRANSFER SWITCH CONTROL WIRES, REMOVE FRONT COVER FOR ACCESS. y. 4A) FIELD CUT HOLE IS ONLY REQUIRED FOR MOUNTING OF GENERATOR ON AN EXISTING PAD. 5) REFERENCE OWNERS MANUAL FOR LIFTING, WARNINGS. n 6) REMOVE EITHER LEFT OR RIGHT HAND SIDE PANEL TO ACCESS EXHAUST MUFFLER y • AND FAN BELT, cn 822 C32,36'] I TYP BATTERY 12 VOLT 24F SERVICE ITEM ACCESSIBILITY CHART 525 COLD CRANKING AMPS I J 151 195.2 17.69'] -ll CIS'] rS e(oBZa1P-'1 58.5 J_ C2.3'] / CA-'1750 C68.9.9'7 TYP - 13.5 (.53') DIA. MOUNTING TOP VIEW HOLE (4) PLACES LOCATED ON BOTTOM OF GENERATOR MOUNTING FRAME �1950 1 1139 ]- DOOR TYP (_C2.J1 ® ® ® ® EXHAUST MUFFLER N ENCLOSED WITHIN, SEE NOTE 6 o' EXHAUST AND AIR DISCHARGE In co LOUVERS - FRONT AND SIDES HIM O O ® �� 152.5 152.5 152.5 o C6'7 C6'1 16'I 13.5 (.53') DIA. MOUNTING MIN. MIN, MIN. J HOLE (4) PLACES, 12.7 (1/2') �p DIA. MASONRY ANCHOR <o BOLTS RECOMMENDED I g. Ega w FRONT COVER r SEE NOTE 4I 6 CIRCUIT BREAKEIJ 56 CD C2.2'7 NATURAL GAS LINE CONNECTION o [n CONCRETE MOUNTING PAD 3/4' NPT FEMALE COUPLING (SEE NOTE 1> LOCATED ON OPPOSITE SIDE (RH) m FRONT VIEW cn LEFT SIDE VIEW o. C? V co d C.0 O 1 CD ( T � ss. ii C7 C � N STUB -UP AREA 670 I26.38'1 SERVICE ITEM OIL FILL CAP Twtu = must OIL DIP STICK Twill LEFT MDR OIL FILTER THW 1 Mm OIL DRAIN HOSE T Rism Dom RADIATOR DRAIN HOSE T U R[@R'= AIR CLEANER ELEMENT Taut R[61r DOOR .SPARK PLUGS mll 13,13 MUFFLER Sm MITE 6 FAN BELT SEE MITE 6 BATTERY Twtu RlGff D®R REFERENCE OWNERS MANUAL FOR PERIODIC REPLACEMENT PART LISTINGS 100 •- C4'] TYP VISE ACTION LATCH, ONE PER DOOR, ONE LIFT-OFF DOOR PER SIDE OF GENERATOR CONTROL PANEL 1145.5 C45.1'] 884 C34.8'] DOOR TYP 152.5 AIR INLE C6'1 LOUVER MIN. r— 850 133,5'1--1 LIFTING PROVISION REAR VIEW (4) PLACES, SEE NOTE 5 AND CENTER OF GRAVITY DIMENSIONS D CUT HOLE FOR OUTSIDE CONDUIT IECTION ONLY, SEE NOTE 4A cn a r r z r O C 4 0 co GENERAC° NEXUS SMART SWITCH TM With Digital Load Management Technology DESCRIPTION Generac Nexus Smart Switches are designed for use with single phase generators 60kW and below. The 100, 150, 200 and 400 amp open transition switches are available in single phase in both service rated and. non -service rated configurations. 100 - 400 Amps, Single Phase STANDARD FEATURES All Nexus Smart Switches are housed in an aluminum NEMA/UL Type 313 enclosure", with electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The control at the generator handles all the timing, sensing and exercising functions. The 400 amp Non -Service Rated Switch is housed in a steel enclosure. DLM TECHNOLOGY a se of Digital Load Management technology (DLM), each hes has the capability to truly manage two air conditioning th n tonal hardware. When used in tandem with the ivtd .,B dules,,up to four more additional loads can be W = mtelli, ently managed individually. GENERAC Nexus Smart SwitchT" 100-400 amps, Single Phase FUNCTIONS All Timing and sensing functions originate in the generator controller Utilityvoltage drop -out ..................... '............ ........................................................ ... ........................................................................................................................... Timer to generator start......................................................................................................................................10 second factory set, adjustable between 10-30 seconds Engine warm up delay ........................................ .................... ....................... .......... ..................................................................................................................... 5 seconds Standbyvoltage sensor..................................................................................................................................................................................................60% for 5 seconds Utilityvoltage pickup ............... ................................................ :............................. ................ :................ :....:.......................................... ..:................ ................. :......>80% Re -transfer time delay ............................ :............................................................................. ...................................... ,.................. ..................... ... I .................... 15 seconds Enginecool -down timer... ......................................................................................................................................................................................................... 60 seconds Exerciser..............................................................................................................................................................................................................12 minutes every 7 days The transfer switch can be operated manually without power applied. SPECIFICATIONS Model RTSX10OA3 RTSD10OA3 RTSD150A3 RTSX20OA3 RTSD200A3 ® RTSX40OA3 RTSD40OA3 Amps 100 100 - 150 200 200 Y 400 400 voltage 120/240, 1 o 120/240,1 e 120/240, to 120/240, to . 120/240, 1 o 120/240, to 120/240, 1 e Load Transition Type Open Transition Open Transition Open Transition Open Transition Open Transition. Open Transition Open Transition (Automatic) Service Rated Service Rated Service Rated �; Service Rated Enclosure Type NEMA 3R NEMA 3R NEMA 3R NEMA 3R (y NEMA 313 NEMA 3R NEMA 3R UL Rating UUCUL UL UL UUCUL UL I UUCUL UL Withstand Rating (Amps) 10,000 10,000 22,000 10,000 22,000 18,000 22,000 Lug Range 2/0 - #14 400 MCM - #4, 600 MCM - #4 or 2-250 MCM Unit Weight- lbs. 20 22.5 39 20 39 133 1,40 kilos 9.07 9.97 17.69 9.07 �> 17.69 ti 60.32 63.50 EXTERNAL DIMENSIONS 100 Amps 120/240, 10 Open Transition 100 Amps 120/240, 1 e Open Transition Service Rated -Height Width Depth Height Width Depth H1 H2 W1 W2 Hi H2 W1 W2 Inches 17.24 20 12.5 14.6 7.09 17,24 20 12.5 14.6 7.09 mm 438.0 508.4 318.0 1 372.0 180.0 438.0 508.4 318.0 I 372.0 180.0 200 Amps 120/240, to 0 en Transition 150 & 200 Amps 120/240, 1e Open Transition Service Rated Height Width Depth Height Width Depth H1 H2 W1 W2 Hi H2 W1 W2 Inches 17.24 20 2.5 ;318. 14.6 7.09 27:24 30.0 11.4 13.5 7.09 mm 438.0 506.4 0 372.0 180.0 692.0 762.4 289.0 343.0 180.0 W1 400 Amps 120/240, 1a 0 en Transition 400 Amps 120/240, 10 Open Transition Service Rated H2 H1 Height Width Height Width Depth H1 H2 W1 I W2 Depth H1 H2 W1 W2 Inches 31.25 36.0 19.18 24.0, 10.06 42.91 1 48.0 16.69 21.82 10.06 mm 794.0 917.0 487.0 609.6 255.5 1090.0 11219.3 424.0 554.3 255.5 - DEPTH - W2 GENE RAC' Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189. • generac.com ©2011 Generac Power Systems, Inc. All rights reserved. All specifications are sublect to change without notice. Bulletin 0186670SBY-E / Printed in U.S.A. 05/06/11 "C! -v l�1 p �-54 LFF o- b C � x � E itc it T0 0 a V s�3 %W - (�Q SF x 3VA (2) small appliance ckts Refrigerator @ 1500 Refrigerator @ 1500 Freezer @ 1500 Washing machine @ 1 Dishwasher C@ 1500 Disposal @ 1500 Mini sewer @ 3000 Clothers dryer @ 5000 Range @ 12000 Water heater @ 4500 Fixed microwave @ 15 Vacuum @ 1500 Trash compactor @ 15 Pool heater @ 'name p Spa @ 'name plate' Motors 746VA per HP 1 Total 2 First 10 KVA of genera 3 Subtract Line 2 from 1 4 Multiply Line 3 @ Y0 5 Add Lines 2 and 4 G 60/50amp breaker for 7 40/30amp breaker for 8 Total heat -Add Lines 9 Multiply Line 8 @ •Co5 10 Add Lines 5 and 9 11 Divide Line 10 by 240 Load Calculation araer than Air _ ig only 1500VA ea X load @ 100% seat (10,000) eat (5000)' and 7 'l6 summa : Line 10 is to 1 Kw Line I 1 is tota amp. = yaav 3000 j50© = a� vats = IoZCJ00 �J0 0 360 10,000 &/3 60 13 -7 Z/O `74-lO = fv�vb c1750 -33 - /,.3 (Generator size needed) (Breaker size needed) AMERICAST www.ameri-6asting.com "MADE IN AMERICA!" FED TAX # 20-8252362 LICENSE #599-20050163 5303 Palmetto Ave. Fort Pierce, Fl. 34982 Tel. 772-971-1958 Fax: 772464-0509 Email: sales(a)ameri-castine.com or charlesaitt2001(awahoo.com 4 Length Width Height Weight Calculations for Kohler 30RESA 30KW 72.8 36.2 36.8 1046 qz = 0.00256 x Kz x Ku x Kd x V2 x I Wind Speed = 146 qz = Velocity Pressure V = Wind Speed Kz = Velocity Presure Exposure Coef. At Height z Ku = Topographic Factor Kd = Wind Directional Factor I = Importance Factor Minimum Generator Weight = 280 lbs. Maximum Generator Weight = 4,048 lbs. Height of Generator & Pad = < 15 ft. V2= 1462= 21316 Kz = 1.0 (Exposure C, Table 6-5, ASCE 7-05) Ku = 1.0 (Flat Ground, Equation 6-1, ASCE 7-05) Kd = 0.85 (Solid Structure, Table 6-6, ASCE 7-05) I = 1.0 (Category II, Table 6-2, ASCE 7-05) 0.00256 x 1.0 x 1.0 x 0:85 x 21316 x 1.0 = + 46.38 psf. Dead Load = Gen. Weight (10461bs.) + Pad Weight (1501bs_) =1196 lbs. Top Area = (72.8 in_ x 36.2 in_) =18.3 Sq. Ft. Largest Side Area = (72.8 in. x 36.8 in_) =18.6 Sq. Ft. Uplift = 46.38 psf. x 18.3 Sq. Ft. = 848.754 Lbs. Overturning = 46.38 psf x 18.6 Sq_ Ft = 862.668 Lbs. (ASCE 7-05 Section 2.4.1) Mr = (60% of Dead Load = 717.6 lbs_) x (The Sum of the Largest Side & Top = 36.9 Sq. Ft_) = 26479 lbs. in. Mo = (50% of the Generator Height Plus the Height of the Slab = 22.4 in.) x (The Dead Load =1196 lbs.) = 267901bs.in. Pad 10 46" Wide x 42" Long Pad 2O 46" Wide x 42" Long 1 4° Q e' ° e. 2n i �2"-L Carbonite Reinforcement Grid in Concret 5,000 psi Concrete Mix Structural Forming Foam t 2„12. L �1211-L arbonite Reinforcement Grid in Concrete 5,000 psi Concrete Mix Structural Forming Foam Concrete Pad Section Mason 466 4G/mrhaerfldd f7inernre dp,b,#L -w . a2m n.t.s. rhwengr @ earthliAnct 84" Pad 42" 42" Pad lO Pad 20 P e. d d.. a a d a ° d d ° e c d d a 5,000 psi Qo acret" Mix . ae a ° a e d as a a ° d' d ° e e. 4 ° e e ° 'a v Concrete Pad Plan n.t.s. 4" Pd For Generac Models: . Generac QT02224ANAX 22KW 62.2 in. 29 in. 33.5 in. 843 lbs. Generac QT02516ANSX 25KW 62.2 in. 29 in. 33.5 in. 875 lbs. Generac QT02724ANAX 27KW 62.2 in. 29 in. 33.5 in. 891 lbs. Generac QT03016ANSX 30KW 62.2 in. 29 in. 33.5 in. 935 lbs. Generac QT03624ANAX 36KW 77 in. 33.5 in. 45 in. 1271 lbs. Generac QT04524ANS(X)(C) 45KW 77 in. 33.5 in. 45 in. 1414 lbs. Generac QT04842ANA(X)(C) 48KW 77 in. 33.5 in. 45 in. 13601bs. For Kohler Model: Kohler 30RESA 30KW 72.8 in. 36.2 in. 36.8 in. 10461bs. o crOR ADR7ST SUE AS REQUIRED. WIND SPEED =146 MPH/3 SECONAGUST WIND IMPORTANCE FACTGIt =1.0 r WIND EXPOSURE CATAGQRlY ='t" ',i Not Hazardous to Human He; ltia This Certifies that these plans meet or exceed the 146 mph/3 sec. gust • of the 2007 Florida BuildingCode w/ 2009 Amendments and ASCE 7-05 DUE N ExPTAKES fMP DANCIESERDMAGE OF PRINTS;.wR1TrN DIMENSION TAKES EDANt:1i �i� ER'S�ALING , Gww Sk*-' 0b29.2010 Title of Page: Specific Purpose PMMonot: Raw 6calk n.t.s. Generator Pad Cam spm Signature: No. 9710 Sheet 1 of 3 _41 njm I �.: AST www.amed-casting.com "MADE IN AMERICA!" FED TAX # 20-8252362 LICENSE #599-20050163 5303 Palmetto Ave. Fort Pierce, Fl. 34982 Tel. 772-971-1958 Fax: 772464-0509 Email: sales(a)ameri-castin-.comorcharlesaitt2001(a',yahoo.com Generator Generator Attachment Plate See Generator SPecs. 4 Rubber Vibration Pad Carbonite Form/ Structural Foam Cor 84" Pad 42" 42rI ° d a d °a d a ° Generator Kax: e ° ° a 36.2' Nvide x,'77'. Lo$g x. 45A'. fall. ° d a a ° a ° d ° d ° ° a . Generator Placement Plan 3/411= 1' Simpson A24 Angle Brace w/4 #10 x 3/4" Stainless Screws —1/4" x'2" x 4" Galvanized Metal Washer /2" x 4" Titan Conc. Anchor Screw --5,000 psi Conc. Pad Optional Anchor Plan n.t.s. OPTIONAL: Hole to be Epoxy Filled Before Installing Screw Generator Generator Attachment Plate See Generator SPecs. n Rubber Vibration Pk Carbonite For Structural Foam Co 1Dj%.SOA 1111117 h 117 66 QUehafed.�ooe .n�sr1 � w. a2TId. rhwengr @ earthlinlLnetrl-lo- 2 - 42" Pads 3.5" 1 F 77" Gen. — 4.9" d . Q O a cdr tinu Lod °Path ° d ° d d ° .4 36.2" 4 a a ° Gen. P d a ' ° °. d d a . d d Co tine Lod Path . 4.9" ° a ° a a. °. 4" 30.5" 4' 4" 30.5" 4" Bolt Placement 3/411= 1' 1/411 x 2" x 4" Galvanized Metal Washer 1/2" x 4" Titan Conc. Anchor Screw ,,--5,000 psi Conc. Pad OPTIONAL: Hole to be Epoxy Filled Before Installing Screw Anchor Bolt Plan n.t.s. This Certifies that these plans meet or exceed the 146 mph/3 sec. gust of the 2007 Florida Building Code w/ 2009 Amendments and ASCE 7-05 GWW MWI 12-14-09 j— Specific Purpose TiUeofPage: HW Rcwc Noted Generator Pad DETADS DI1 C 3.5" Generator Mounting Plate See Manuf. Specs. 4.9" d a ° 3 L" 4 " Gn. Pd —1 4.9" f Generator Mounting Plate See Manuf. Specs. Denotes Concrete Anchor Screw Materials: (8) Simpson Titen HD 1/2" x 4" Concrete Anchor Screw (8) 1/4" x 3" x 3" Galvanized Metal Washer OPTIONAL: (1) 5 Ounce High Strength Acrylic Apoxy Adhesive Optional (8) Simpson A24 Angle Anchors (32) #10 x 3/4" Stainless Screws (1) 1/2" x 5" Concrete Drill Bit (1) 8/24 Metal Drill Bit —(8) 4" x 6" x 1/4" Rubber Vibration Pads ®TC®py IT IS THE RESPONSIBILITY OF TBE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ADJUST ONSTTE AS REQUIRED. WIND SPEED =146 MPH/3 SECOND GUST WIND IMPORTANCE FACTOR 71.0 , i WIND EXPOSURE CATAGORY = "C", Not Hazardous to Human•Heaitir \ ; ' !r DUE TO EXPANSION AND SHRINKAGE OF PRINTS, WRITTEN DR,U NSION TAKES CEDANCE 6, PER'SCAT ING onald H. isc No. 9710 Signature: � Sheet 2 of 3 r OPTIONAL AT Acrylic-TreO is a two component, high solids,10:1 ratio acrylic -based hstrength,material. Formulated adhesive for use as a ft ad 9 for use in all types of weather, AT is designed to dispense easily and cure at temperatures down to 0•F. Resin and initiator are dispensed and mixed simultaneously through the mixing nozzle. AT meets the physical requirements of ASTM C881, Type 1 & IV, Grade 3, Classes A, B & C, except Acrylic -Tie is a non -epoxy product formulated for fast cure time. ® • Threaded rod anchoring • Rebar doweling • Pick -proof sealant around doors, windows and fixtures t r ]CC -ES ER-5791 • (CMU & URM); City of L.A. RR25459% Florida FL 11506.1'; NSFIANSI Standard 61 (11 inz/5000 gal); Multiple DOT listings. 0 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 values. 'Applies to all AT products except AT10. Surfaces to receive adhesive must be clean and free of frost. The base material temperature must be 0•F or above at the time of installation. For information on installations below 07 contact Simpson. Mixed material in nozzle can harden in 5-7 minutes. For installations in or through standing water, see page 15 for details. ® See pages 4-5. ® 12 months from date of manufacture in unopened cartridge. i • t - r I For best results store between 32'F-80•F. Partially used cartridges can be stored for a limited time by leaving nozzle in place. To re -use, attach new nozzle. [EM Resin -white, initiator -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 handling flammable solvents. Solvents may damage surfaces to which they are applied,. Cured material - Chip or grind off surface. Anchors installed with AT Acrylic -Tie- adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Adhesive Anchors (AC56) for the following: • Seismio/wind loading • Long-term creep at elevated -temperature • Static loading at elevated -temperature • Damp and water -filled holes • 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's Acceptance Criteria for Unreinforced Masonry Anchors (AC60) and NSF/ANSI Standard 61, Drinking Water System Components - Health Effects. Emm Consistency (771F) ASTM C 881 Non-sagfthixotropic paste Heat deflection ASTM D 648 149•F (65•C) Bond strength (moist cure) ASTM C 882 2,900 psi (2 days) 2,970 psi(14 days) Water absorption ASTM D 570 0.23% (24 hours) Compressive yield strength ASTM D 695 10,210 psi (7 days) Compressive modulus ASTM 0 695 660,800 psi (7 days) Gel time (77T) ASTM C 881 9 min -Thin film Very good to excellent against distilled water and inorganic acids. Fair to good against organic acids and alkalis, inorganic alkalis, and many organic solvents. Poor against ketones. For more detailed information visit our website or contact Simpson Strong -Tie and request Technical Bulletin T-SAS-CHEMRES06. The performance of this product results from its unique formulation which is proprietary to Simpson Strong -Tie. 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 ITW. r�ilt,-, -ewAMN813 AT13 (AT08 similar) i 4 _.r ', k 4onucea4ch [,,�Zoc FAST-PACTh1 (ATPAC05KT) Includes 5 ounce coaxial cartridge, adaptor and mixing nozzle. f� ADT813B AT10 AT30 EMN221 Includes 9.6 ounce (The EMN22i is the cartridge, and required mixing nozzle mixing nozzle. for the AT30) - - imrunitimi - - SEE PAGES 4-5 When the concrete FOR INSTALLATION 1 temperature is l or below INSTRUCTIONS 1 freezing, ensure any holes drilled in advance are free . of frost ar ice. • r Anchoring adhesive shall be a 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 1491F (65°C). Adhesive shall be AT Acrylic -Tie® adhesive from Simpson Strong -Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong -Tie instructions for AT Acrylic -Ties adhesive. See pages 88-92 of the Simpson Strong -Tie Anchor Systems® Anchoring and Fastening Systems for Concrete and Masonry catalog (C-SAS-2009) for information on dispensing tools, mixing nozzles and other accessories. �w,f6 466 QUenl6ersfleld✓(venne � ✓fltmitnrire c$.prrrrgS, Silo. 227/& Tension Loads in Normal -Weight Concrete �cSiie Orlli �Pmbetl r) I C it ca CriUcel a Tension Load � ' •'� Bit •Depth °Edge Spacing zlct2000ps( i'cz300Dpsi 1¢,>_4000psi -. (rum) Dta m Otsl Dlsi'= (13.8 MPa) Concrete(20.7 MPaj;Cencrete (27 6 MPa Concrete + °m ,.' in s-.(rum)^ . 'in pin 1" •Ultimate' . Std.OIv., "Aliowabie. , ,` Allowhbiea '°• °011iliinate Std. Dev: • Allowable, Ihs.(kl�r;lbs.(kN)_, lbs.°(kN)e- °�•Ibs.-(bN) ._'°Ibs.(kN) .-lhs:(kN) :'Ibs:(kN),(; 23/4 4,297 1,075 1,315 6,204 11,550 a� (70) 3 6 19.11 (9.5) (76) (152) 3% 71087 347 1,770 2,115 9,820 1 1,434 2,455 (95) (31.5) (1.5) (7.9 9.4) 43.7) (6 4) 10.9 2§4 1.400 73 `6 680 (293 1 645., (92)• '_(102) 7,413 ' z� (33,0)°n 412 (118) 2,270 10742 600 (2,7) =2;685 (Rgy (209} 5w, `297< `. . 2,570 " `_ `- 3,2$0 ' ;15,H40 - ` ,." 3,910., {146) a== 45.7'" (1:3}(f4:d s , (69.6)^=. °234t {1q.4)' 174 - 21/4 4,610 1,155 1,400 6,580 1,645 (70) (20.5) (5.1) 6.2) (29.3) _(7.3) 4% 8,742 615 2,185 2,630 12,286 1,604 3,070 % 5 10 (15.9) 105 (127) (254) 38.9 2.7 9.7 11.7 54.7 7.1) 13.7) 5Y4 12,953 1,764 3,240 3,955 18,680 4,670 146 57.6) (78) (14.4) (17.6) (831) 20.8) 23/ .r 4 674 1 170 a 40 1 5 r r 6- 6 580 x'293 1,645 ° 435 10,340 1 09fi 2 585° 3,470 17y426, 1;591 $!a fi 4 T2„° r °117)(305�- �460)- 49 ',{ii.5j . (15q (194)is 5ya °e13,765•. 1,018'r 3,440,-• 4055 ,18,680' . 1,743 ^ `34;670, ; ° <' 146 ' " , 61.2 4,5} > ` 15,3 " �' f8 0 t _ 83J ° 7.8 201)' ° See Notes Below Shear Loads in Normal -Weight Concrete See page 5 for an explanation of the load table icons r Size in (rum) s Oriil 8d Dra ` in x'Embed °Depth _� In m ^ {rum) 1 rtiical Edge Di31 • -in (rum) . Crrticat Spa&ipg Dist: 10:= (mm) -, _ Shear load 'icz200Dpsi '� ;113A MPa) Codcrete . '",Vga3008psi (20.7 MPa) Concrete° -t;6a4000psi,,;, } (27.6 tdPa) Concrete . �. Ultimate, °_Ih8 "(kN) Std°Oev:• '_ Ibs, (kN), Allowahle' ` Ibs: (kN) ; '>' Allowable � ",...' Iba�;( , , °� Ultimate IbC kN .` <std Dev" -16s. kN) = Allowable" albs: (kN)' a/g (9.5) 3s 23/4 70 41h (114) fi (152) 6,353 28.3 1,585 (7.1) 1,665 (7.4) 1,740 (7.7) 95 6,377 1,006 q 5j (, 9) 1.67 1740 L ', 2§+tr 0 2$.6 t 41.6 "' 1,285 s 5.7 A,605 , (7;1)�' 2.330 _ :{10A) ,� °2,060 - {9:1 .. 2;795 12:4 n _ `,9,987;� 444'" 13 027 57.9 •,, 597 ; 27)�' , 2,495 dr. (7.Sk 3,265 (tAb)',e 1/z {177) 33U {92 (a52} ' (203)° a ,.°' 146 11,3IQ =< {50. 1;245 5.6 2,830� - 12.H) 3,045 t3 1 3255a 2% 70) 7,745 34.5) 1,940 (8.6) 2,220 (9.9) 9,987 (44.4 2,495 (11.1) 4% (105 8,706 (38.7) 1,830 (8.1) 2,175 (9.7) 3,415 (15.2) 18,607 (82.8) 1,650 (7.3) 4,650 (20.7) (15.9) 71/2 (191) 10 (254) 53/4 (146) 12,498 (55.6) 2,227 (9.9) 3,125 (13.9) 3,890 (17.3) 4,650 (20.7) Sao'°, Zi4 70) °'9 t {229} < ,� 12� (3Di�}, 7,MZ A) 1,960 2,415, _ 11 460 2,855`°' ,43'e 117)� <'11,222 49.�:. , 2900, Fp2.9) ; `2,805 �` {125) '4,490 i20:0) _�24680= ' '(109.8 -."2388 {105} • `6iT70 '; ° ° (27.4j^, ; 5% ° Urn r1%793 h°°880.. 3,547 ' =15,8�- 4,950 a22.0 5;5H0 �247 24 680 o_1g9.8= 795,617D -.3.5 27-,4}�` 1. The allwahle loads listed are based on a safety factor of 4.0. 2. Allowable loads may be increased 331h%for short -tens loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load-adlusbnent factors for spacing and edge distance on pages 126-129. . -.-: ph. 407-6e24052 G. 407-M-3941 rhwengr @ earthlink.net r1_101, 4. The minimum concrete thickness is 111, times the embedment depth. 5. Tension and Shear loads for the Tnen HD anchor may be combined using the elliptical interaction equation (n35). Allowable load may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. Titan H1311 Ancho r Product Data Zinc Plated Slze Gnn)(in:)",` Modell Drill Blt Oia Wrench Slze-. ` - Oitantilpp m Bvx ]'Cartoon",i %x3 THD37300H 3/8 9/1a 50 200 3/ex4 THD37400H 50 200 3'ax5 THD37500H 50 100 3/a x 6 THD37600H 50 100 7 1,THRI1511 7 •- g ^ 7 T4 ' ` 25 = �11001 oTHD50400HG 20 a m80 Yzx5 . `THD50500H' s 20� `&0 .a �1hx6r ".THD50600H,'; 20 hx6h - THD50612Hi 20 . 40. 1hx8 '^ tTHD50B00H' " .... 20= . =40-- #zz12> ° THD501200H 20 ;"40, _1hx13m -THD501300H i 20 "40 -" °"hx`14 THD501400H 20 "' 401 "/ij15°,[TH0501500IT,. �,°20 --40 %x4 THD62400H 5/a 15/16 10 40 9%x5 THD62500H - 10 40 %x6 THD62600H 10 40 -A x 61h THD62612H 10 40 %x8 THD62800H 10 20 3Jax4 ;, THD75400H`40, g S a/4 11/a " K x 5- THD75500H - 5 ;Kx6' ,THDT75600H '5 5a 20=.=' 10- 3ax7 .° 7HD75700H 3/4x81/z` tTIrID75812H° 10" 3l4x1O. JHD75100k13 ° 5� -IL 1. Zinc plating meets ASTM B633, SC1. 2. Length is measured from the underside of the head to the tip of the anchor. M � R1 CAST www.ameri-casting.com "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: salesr%ameri-castine.com or charlespitt2001(a).vahoo.com This Certifies that these plans meet or exceed the 146 mph/3 sec. gust of the 2007 Florida Building Code w/ 2009 Amendments and ASCE 7-05 GWW I .Dare: 06-29-2010 RHW drafe: n.Ls. 7Esrta >a„= `-`Iwla:r 12D08 Serrated teeth on to tip h of the Tiled Hoe screw anchor facilitate cutting and reduce Installation torque. Titan HDII screw &W 8 anchor zana•resopp�nea U.S. Patent 5,674,035 & 6,623,228 .^ 09M,703, • No special drill bit needed: Designed to install using standard sized ANSI tolerance drill bits • Installs with 50 % less torque: Testing shows 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 be moved. Re -use of the anchor to achieve listed load values is not recommended. See reinstallation note on next page. Reinstallation of Titen HD® screw anchor in Original Drilled Hole Titan HD anchors may be removed and reinstalled in the original hole without reducing load capacity if the threads 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. CONTRA CPPI f IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ADJUST ONSITE AS REQUIRED. WIND SPEED =146 MPH/3 SECOND GUST=133mph (table 1609.3. WIND IMPORTANCE FACTOR -1.0 WIND EXPOSURE CATAGO'iY;= "C'7 Not Hazardous to Hltmar. IIea1t9 DUE TO EXPANSION.AND SHRINKAGE OF PRINTS, WRITTEN DIMENSION TAKES P t C EDANCE OVER 5CA ?NG :P.j-h- SpecificTitle of Page: Purpose Pre-Manut: Generator Pad Concrete Specs Signature: ).971.0 Sheet 3 of 3