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HomeMy WebLinkAboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD fo GENERATOR-- = w I , PAD THICKNESS \ L PAD DIMENSIONS: CONCRETE PAD GENERATOR - r w GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW CONCRETE ROAD MESH- ASTERFIBER. MACIO0 MI �--54„ Y W� n n �--32" WIDTH 3" MIN MIN k0AGTH GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST •DUPH INwJIffi�awr HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II C D III, IV C I D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 380 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.OS Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf IN I-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 PsF 186 MPH 46.80 Psf 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generic 005871 & 005883 10 KW 25.00 " 48.00 " 29.00 " 3871bs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 43916s 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.00" 29.00" 51316s 47.44 PSI Generac 006721 16 KW 25.00" 48.00" 29.00" 448 lbs 47.44 PSI Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421 his 47.44 Psf Generac 005875 & 005887. 20 KW 25.00" 48.00'. 29.00" 451 His 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516 His 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526 HIS 47.44 PSI Kohler 14RES&20RE5 14-20 KW 26.00" 48.00" 29.00" 5001bs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 PSf EXP C 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00 " 30.50 " 484 lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600 lbs 43.83 PSf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 430 lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00" 31.60 " 507 lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 5621bs 43.83 PSf EXP C 190 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 1 5681bs 1 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 5701bs 44.00 Psf Generac 7035, 7036, 7037 16 KW 75.00" 48.00" 29.00" 4061bs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 448lbs 47.44 PSf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) *10 SS 316 SELF -DRILLING SCREWS O TO GENERATOR (SEE GENERATOR SPECS) GENERATOR _ (SEE CONCRETE PAD w SCHEDULE FOR DIMENSIONS & WEIGHT -- - REQUIRED) .4" I n n i54"LENGTH SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)- /8"0 MEN No (6PSI LEN MIN MIN.) 2-3/4" FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 4. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS a%- SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"xl%" GALV. STEEL - WASHER RUBBER VIBRATION PAD - I/a" THICK GALVANIZED WASHER& RUBBER � VIBRATION PAD - CONCRETE PAD m 6,000PSI PSn CONCRETE PAD X 6,000 PSI ` LIGHTWEIGHT / CONCRETE MIX //`,"�j/ii� a LIGHTWEIGHT f MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH NOTES: FOAM CORE �Z 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS (']1 -0 � 1, RECEIVES -� - FE 224-2019 ST. Lucie County, Permitting G WIND DESIN REQUIREMENTS- (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Volt = 186 mph NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 FORCE COEFFICIENT Of = 1.44 SCANNED WIND PRESSURE: BY = qh G Cf = 56.80 Ib/R2 (ASO) GENERAL NOTES St. Lucie County ENNARDO, P.E. 59 018 P.EMPEl45 B9W1 MAD AMSTO, RE.- ATURE ON SHEET 1, THIS T Is PART OF A DIGITALLY ED FILE, SHALL REMAIN IN DAL FORMAT, & PRINTED [ES OF THIS DOCUMENT NOT CONSIDERED SIGNET SEALED. IF THERE IS NO rAL SIGNATURE ON SHEET 1 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). YUJI 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE 0 N oa F Tn_-60 2 ZJ 5;; xw at O 2�uCx O1- < LU Ec w a ' Ca - L0 0 °'W�o� U. a O (nw��w O w w ED p .H SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 2 ZO THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE O DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY LD U, ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF ONUS SHACONFORM TO SPECIFICATIONS LL LLl ' TY CC -i W �' STATED HEREIN. V I Q J C1 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q O ti F CLEARANCE. A MINIMUM DISTANCE FROM UNITTO PAD EDGE IS SPECIFIED. LLl I U M 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF U W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL HI w 1' w D7 2 O VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J It n N O TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. Q ry W d N M U 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS N J DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. S CD O LL V Z B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY ` 1e De OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) UJ Q f SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. W Q Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STR MRAL DESIGN AS U, < p SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, a. al. ^a, INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES O INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. Q $ozz 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL O v F a RESPONSIBILITY OFTHE INSTAU.ING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS Z RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE x PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY 0 LL w z 3000 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OFTHE INSTALLING m� CONTRACTOR. w g g g p W 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY m ENGINEER AND NOT THE ENGINEER OF RECORD. CONS EQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE �mJ INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL Coo qg BE COORDINATED BY THE PERMITTING CONTRACTOR, w 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC M o u w i PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS m izgC SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO W i o S :� @d- ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY COPYRIGHT ENGINEERING EXPRESS SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ��-����.� ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NITS UNLESS NOTEI AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS EPT ASAFFIRMATIONS JT OR OR AFFIRMATIONS ARE INTENDED. TIONSAR �rlLJlll L Site Selection and Preparation trstall floe generator set, in its protective enclosure, cunoors where adequate 000llng and ventilating air is 41"aYe available (Hein-e g?). Consider these factors: _ °The insfalla ion of -the generator must comply strictly with ICC iFGG, WPA 37, NFPA 54 NFPA Boa, and NFPA 70 standerds. ° install the unit where air inlet and otitlef openings will not become Obstructed by leaves, grass, snow, etc. If prevailing winds will cause blowing or drfiiing, consider using a windbreak to protect the unit. ° install iEr The generator roust be instilled on a level sur face. 1 he generator must be level Whyn a 0.5 in (13 mm) all around. — The generator is typically placed on pea gravel, compacted sail, orLieW stone, or Concrete Pad- Check local codes to see what type is required. If a concrete pad is required, all apptE- cable codes should be Wawa friswiation euidefin'33 tar 5taf3or-Or sAir-00018d OV"Offi$irS e generator on high ground where water NFPA 37 Is the The National Fire Proteciion levels will not rise and endangerit. This ung should Associatlon's standard for the installation and use of not operate fn or be subjected ii standing water. stationary combustion engines. Its requirements limit the ° A.11ow sufficient room on all sides of the generator spacing Of an enclosed generator set from a structure he ter maintenance and servicing This unit must be �l (F{guee xj)or installed in accordance M-th any local, state; or NFPA 37, Section 4.9.4, Engines Located �utd9015: na enef c9de4 fir Intnrinum di lees kem other Engines, and their W thetpt�nf .heun ngs i€ out ( a, 6tnrefures, that are installed outdoors shall be located at feast 5 ft Clearance frcm the ends and front of the generator (1.52 m) fiom mast be 3 it (0.91 m). This includes shrubs, from sfivctures Coined in wails and at least � fr (7,� m) Wailes, and trees. Clearance from the back of having combustible wags. A minimum generator must be a minimum of 48 in (457 ram). separation shall not be required where Etta following cOnddions exissc Clearance at the fop should be a minimum of . it 1, The adjacent wail of the structure has a fire (f .52 m) from any structure, overhang, or reslsfance ruing Of least one hour projections from the wall ' SC NOT install under wooden 2. The weatherproof enclosure is constructed of unless there is at least b it 1.gs o= structures no noobustibie materials and it has above the ( m) o, clearance frated that a fire within the e4wosureWill generator, not ignite combustible ° Install the ❑nit where rain enclosure. materials outside the run -of€, landscape Irrigation spouts, roc. A ge des water d the leis, or Annex Mipjanatory k7aterlal SUMP pump discharge does not flood lire unit or sprat' the enclosure, includinganyafrInletoro t o A4.1'4 (z) Means of demonstratin co openings, means of full scale rTre test or by calculationrg��u�tesy install the unit where services will not be affected $ecause of thend, limifad spaces that are frequently or obsfruefed, including concealed available nr insialWon, it has a that or cOvered services such as elecfrjaeE fuel, prone, a cepfion {2) would be beneficial form apparent that air conditioning, or irrlganon. This could aired and commercial installations. fltft,h fhata n d the warrantyrlflveraga manuFaotwer contracted ° Mere strong prevailing winds blow from one direction, face the generator air wat openings to the prevailing winds. ° Ensiallthegenerdorasclose asPossible tofhe;irel supply to reduce the length of piping. RENEWER THAT l "Wa OR CODES MAY REGULATE TrIE D19TANCE AM LOCATION. In the absence of local codes retarding placement or clearancerwe - - re00 laborato with an independent testing ry to run fall scale fire seats to assure that rite enclosure will not ignite combustible materials outside the enclosure lilt -a .• Southwm Research institute &-sting approves 4& En (457 mm) instaliafion minimum from structure Atz" may, G), southwest Research frailfute is a recogn zed third party testing and listing nationaagency, mmend foltowlpg {hese guidelines: The grlferia was to determine the w9rst case ire scerratso Install the itch. for as close as possible to the within the generator and to -determine me CODEftansl'switch. P=RE Si_R 7HATL4trvS OR items oufsfde fhe engine encbsu(4n�Efabriv of �o CODES NLgYf Gt1LgT THE g131A�10EANn The enclosure is constructed of non-combusmie LOCATION. Materials, and the results and conclusions o hWependent testing 1 12