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Home My WebLink AboutGENERATOR CONCRETE PAD�I`\\ GENERATOR = C7 �r PAD THICKNESS ' /\ �H ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE GENERATOR = I GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3"' MIN t" MIN MAC100 T GROUNDS �.:,..:/......./G..i 50.. 54" AME�RICAST GENERATOR CONCRETE PAD GENERATOR TABLE: SGANNEU By s? 6 Pip P.nl lfit� (ON -GRADE APPLICATIONS ONLY) ON AT •MADID IN AW VWuAI FID TAX A'^""' LIC@138 kS99.200S0t63 "M pwa-toAve. pan NOegR ion T.I. 7rzan-190 F= "2-/6 ww Emdk rEa�tk.<es "reM1..�caEctal2..�ea_. HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II C D. III, IV C D. E 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf .180 MPH 43.83,Psf 53.19 Psf 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf 165 MPH 36.83 Psf 144.69 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 Generac 005871 & 005883 10 KW 25.00 48 00 29.00 387 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00 " . ; 48.00", '29.00", 439 Ibs. 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00"'. . 29.00 " 513 lbs 47.44 Psf Generac 006721 16 KW 25.00 " 48.00 " 29.00 " .448 lbs 47.44 Psf 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 lbs 47.44 Psf Generac 005875 & 005887 20 KW 25.00 " 48.00' 29.00 " 451 lbs- 47.44 Psf Generac 006729 & 006730 20 KW 25.00" -48.06 " 29.00 " 516 Ibs= 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 lbs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 500 lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 lbs 39.09 Psf EXP C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 lbs 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 " 562 lbs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 lbs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 570 lbs 44.00 Psf Generac 7035, 7036, 7037 1 16 KW 25.00 " 48.00 " 29.00 " 406 lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 lbs 47.44 Psf Generac 007042 & 7043 22 KW 25.00 " 48.00 " 1 29.00 " 1 466 lbs 1 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) *10 SS 316 SELF-DRILLING n SCREWS, F-T I TO GENERATOR F- I I = GENERATOR (SEE CONCRETE PAD SCHEDULE FOR Ul DIMENSIONS & WEIGHT _ = REQUIRED) 4" �32" WIDTH --} �-54" LENGTH 0I o SIDE VIEW FRONT VIEW 0 0 (SEE GENERATOR SPE %" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD WIND DESIGN REOUIREMENTS- (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED Vult = 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 Cf = 1.44 WIND PRESSURE: P = qh G Cf = 56.80 Ib/ft2 (ASD) GENERAL NOTES 40 2. 3. ANCHOR TO PAD SCHEDULE: 4, SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI ORE QUIVALENT, 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'MINIMUMSPACING TO ANY,ADJACENT, ANCHORS. 5: FOLLOW`MANUFACTURER'S INSTALLATION'INSTRUCTIONS TO INSTALL ANCHORS: GENERATOR - ATTACHMENT BASE,. VARIES WITH MODEL SEE GENERATOR SPECS %- SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/a" GALV. STEEL - WASHER RUBBER VIBRATION PAD - CONCRETE PAD - 6,000 PSI LIGHTWEIGHT / CONCRETE PAD .. CONCRETE MIX \ 6,000 PSI ` LIGHTWEIGHT MASTERFIBER MAC 100 CONCRETE MIX & ROAD MESH NOTES: FOAM CORE 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 5. 6. 7. 8. 9. 10. 11. 12. 13. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 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. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE --SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD"-•CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN; DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED. HEREIN': UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A'MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE _125 PCF THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS; AND, FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. RESISTANCE TO SLIDING OFTHE PAD ON.THE GROUND IS'NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 1 1. - ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, -et. -al. -INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH, SHALL BE. COORDINATED BY THE PERMITTING CONTRACTOR:: THIS DOCUMENT IS _GENERIC AND'`DOES NOT:PERTAINTO ANY SPECIFIC PROJECT'SITE. INFORMATION CONTAINED, HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND: OTHER DESIGN.CRIIERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALLBE FIELD VERIFIED BY OTHERS PRIORTO 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 AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L. BENNARDO, P.E. 0 QB:IXED, CMTHMNG P.E. APPUA BELOW NK L. BENNARDO, P.E. "HERE IS A DIGITAL .NATURE ON SHEET 1, THIS :ET IS PART OF A DIGITALLY INED FILE, SHALL REMAIN IN IITAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNET D SEALED. IF THERE IS NO IITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT VTAIN AN ENGINEER'S 'GINAL SIGNATURE & SEAL. U 0 N Z Od � f �® WMr OU,i ul v Wjn LU M o .0 y Ln V, w(n , xw# Z� o azo. g¢ w W.LL'J -, '1t a= F- WW ONO wwv w U i W ? N LL M 2 U, N W 2 W O W Lu � 0 w y Cn �z V LL 2 c� 000 o ��aHzo a�z�a wM �¢kokw� ~ GLo= 0 0 �mz�o Y w o H.16 c yam oC_ LonEd m- V, O 0 �s COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NTS UNLESS NOTED OFq u