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HomeMy WebLinkAboutCONCRETE PADPAD THICKNESS I GENERATOR ,- ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR GENERATOR UNIT BY _ o I SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N I MINIMUM WEIGHT n' REQUIRED) T1J �- 54" LENGTH PLAN VIEW AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) GENERATOR TABLE: AMERICAST HVHZ OR NON-HVHZ RISK EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE EXP COUNTY I C D II C D III, IV C D P. BEACH 150 MPH 30.44 PSI 36.94 Psf 170 MPH 139.09 PSI 47.44 Psf 180 MPH 43.83 PSI 53.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 PSI 170 MPH 139.09 Psf 47.44 PSf 180 MPH 43.83 Psf 53.19 PSI MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 141.43 Psf 50.28 Psf 186 MPH 146.80 PSI 56.80 Psf BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005983 10 KW 25.00" 48.00" 29.00 " 387lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXP C 186 MPH &D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00" 48.D0" 29.00" 513lbs 47.44 Psf Generac006721 16 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 45SIbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421lbs 47.44 Psf Generac 005875 & 005887. 20 KW 25.00" 48.00" 29.00" 451lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" SI6lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RIS&20RES 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXP C170 MPH &D 156 MPH GE 040382 ISKW 15 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf DIP C 180 MPH &D156 MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 430lbs 43.93 Psf Briggs & Stratton 040302-2 12 KW 33.75" 50.00" 31.60" 5071bs 41.43 Psf IXPC 175 MPH &0156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562lbs 43.83 Psf EXP C 180 MPH &D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75" 49.00" 31.60" 5681bs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 570lbs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 4061bs 47.44 Psf EXP C 186 MPH & D 156 MPH I Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00" 448lbs 47.44 PSI 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-DRILUNG SCREWS © Q TO GENERATOR T F 1 T CRTO (SEE CONE PAD SCHEDULE FOR W = DIMENSIONS & WEIGHT REQUIRED) 4" 1--32" WIDTH-4 i----54" LENGTH SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: I SUBSTRATE I DESCRIPTION I CONCRETE: (2)'3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN) I 1-3/4" FULL EM BED 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. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS fie° SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"K3"x3' ' GALV. STEEL I WASHER 3 RUBBER VIBRATION PAD -- THICK GALVANIZED WASHER&RUBBER VIBRATION PAD CONCRETEPAD - < 6PSI CONCRETE PAD X 6PSI N/ LIGHTWEIGHT CONCRETE MI% /Il p LIGHTWEIGHT ` MASTERF& CONCRETE MIX ROAD AD MESH NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CUP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NOILESS THAN ANCHOR REQUIREMENTS D JAN 0 7 "�-'9 I I Icie County, Permittin9 SCANNED BY at. Lucie County I L_ WIND DESIGN REQUIREMENTS: (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 - 0 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 Of = 56.80 Ib/ft2 (ASD) GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WTN1 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND MAD 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. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EWE 15 SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION. STUMPS. ROOTS. AND FOREIGN MATERIALS REMOVED PRIOR 7. RESISTANCE TO SUDING OF THE PAD ON THE GROUND IS NOT PART OFTHIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. B. 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. 9. ENGINEER SEAL AFFICED HERETO VALIDATES STRUMML DESIGN AS SHOWNONLY. USEOFTHISSPECIRI nONBYCONTRACIOR,et.al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST is DAMAGE' INCLUDING LEGAL FEES & APPEL TE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM DEVIATIONS OFTHIS PLAN. 10. 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 INSTALLNG CONTRACTOR. 11. 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 SMALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRES5 SHALL NOT BE HELD RESPONSIBLE OR UABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. LL ENGINEERING EXPRESS SHABE NOTIFIED AND GIVEN AN OPPORTUNITY TC 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. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. BE VARDO, P.E. T 54D `�018 i ee.NNus N,ux M. TrlSTO, P.E. 0 U IFT SHEET DOES TAIN AN ORIGINAL IRE & ENGINEER SEAL IS A DIGITAL U: ON SHEET 1, THIS PART OF A DIGITALLY ILE, SHALL REMAIN IN ORMAT, & PRINTED )FTHISDOCUMENT CONSIDERED SIGNET LED. IF THERE 15 NO RGNATURE ON SHOT I O IV a 'N sT o u 's.0 LLN w O =aim wW U..�u oz DO me IC ON �,nww O W ,, O z o.'. 3LL�� V)Waiw OW w to 'H 1 17-3961.1 1 Gi