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HomeMy WebLinkAboutEngineering AMERICAST GENERATOR CONCRETE PAD NIANKLBENNAPDO,P.E. PEA0 BE (ON-GRADE APPLICATIONS ONLY) _Y6 20 _ \ ry WIND DESIGN REQUIREMENTS: I' 549 _ \ � \ (BASED ON ASCE 7-10&FLORIDA BUILDING CODE FIFTH EDITION(2014)) 0]PO®, AT-GRADE SIGN METHOD FRANK L BENNAR00,P.E. II_\\ ' GENERATOR I - ULTIMATE DESIGN WIND SPEED Vult=186 mph �9FDRt Y 0 \ NOMINAL DESIGN WIND SPEED Wsd=144 mph\ r I A M E R 1 C AS T RISK CATEGORY=III INTERNAL PRESSURE COEF-N/AOROWBRIUMMU EXPOSURE CATEGORY-D WIND DIRECTIONALITY FACTOR Kd-0.85 UI O N -.-o'FN/sBnEwr° ENCLOSURE CATEGORY-N/A'HEIGHI H-AT GROUND reo rA ao 1. cu+cnuw�owoiu Z .H E 5501 vwn., A.c fon Ikm,n N9u GUST EFFECT FACTOR f 0.85 PRESSURE AT HEIGHT H qh=77.56 1b/R2 T°L n 4Jr-SPA i,a•Tl�H4f00 p W M I� ___ �.,, FORCE COEFFICIENT Of=1.44 T m 71 WIND PRESSURE: Uj 8 HVHZ ORNON-HVHZ Pv QGENERAL NOTES. 'zU \ I COUNTY RISK EXPOSURE EXP RISK EXPOSURE EXP RISK EXPOSURE EXP PAD \\ I I C D II C D III,IV C D 1I1�1(1 THICKNESS \ --, N P.BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED lE BROWARD ISS MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 Z iWlX1 qg p�,,Ik6; pPD N FLORIDA BUILDING CODE(Sth EDITION). W "O M 9 til W O MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 43.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80... 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR 8 idUSE WITH THIS SYSTEM SHALL ttt ISOMETRIC VIEW SEPARATE CERTIFICATION ON AB OB-SPECIFIC BASIS RMINED EN N 6 PAD DIMENSIONS: ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC O W W LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Lp THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR -r� CONCRETe PAD EQUAL TO THE DESIGN PRESSURE"ASD'CAPACITY VALUES De1EaAToa GENERATOR TABLE. LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO - ALLOWABLE ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN. BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT COMMENTS 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES r� PRESSURE •HAVING EQUAL CLEARANCE.A MINIMUM DISTANCE FROM UNIT N Q R1 1 Generac 005871&005883 10 KW 25.00" 48.60 29.00" 387lbs 54.00 Psf EXP C 186 MPH&D 180 MPH SUBSTRATE DESCRIPTION 70 PAD EDGE IS SPECIFIED. EEC''111 V GENERATOR UNIT or S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE Q .y Generac 005872&005884 14 KW 25.00" 48.00" 29.00" 439 lbs 56.80 Psf ALL VEGETATION,STUMPS,BIGOTS,AND FOREIGN MATERIALS U ry Z SEPARATE SUBMITTAL CONCRETE: 121-3/8'0 TITEN HD m O o Generac6459,6461,6462 16 KW 25.00" 48.00" 29.00" 513 lbs 56.80 Psf REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS ~ q a C (SEE SCHEDULE FOR (6000 Psl OR EQUIVALENT, °� L7 G Generac 006721 16 KW 25.00" 48.00" 29.00" 448165 56.80 Psf MIND 2-3/4-FULL EMBED VERIFIED BY OTHERS. LJt MINIMUM WEIGHT I O CONCRETE,3"MIN 6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT W a REQUIRED) Generac 005873&005885 17 KW 25.00" 48.00" 29.00" 4551bs 56.80 Psf EDGE DISTANCE,6' PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD !c o R V Z Ig r Generac 005874&005886 17 KW 25.00 48.00 29.00 421 lbs 56.80 Psf UP TO EXPOSURE D 186 MPH IN.SPACING TO ANY PLACEMENT VARIES. G m to ADJACENT ANCHOR. 7. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED& Q N rNq F- I� Generac 005875&005887 20 KW 25.00" 48.00" 29.00" 451 lbs' 56.80 Psf INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS Ilj � w i Generac 006729&006730 20 KW 25.00 48.00 29.00" 516lbs 56.80 Psf (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER to N 8 I Generac 006551&006552 22 KW 25.OD" 48.00 29.OD" 526165 56.80 Psf NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS m j 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. ` g W 54'LENGTH Kohler 14RES&20RES 14-20 KW 26.00 48.00" 29.00" 5DO lbs 56.60 Psf 2. EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL r PUN VIEW GE 40323GE&40324GE 13 KW 35.00" 39.40" 39.00" 540165 49.50 Psf EXP C 186 MPH&D 170 MPH EXCLUDES FINISHES,IF DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY g 9 S APPLICABLE. CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS (A ggg 3. ENSURE MINIMUM EDGE DISTANCE ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES GE 04038215KW IS KW 33.OD" 48.00 30.50" 484lbs56.80 Psf Q e AS NOTED IN ANCHOR SCHEDULE. &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, ��� CONCRETE PAD GE 04037817KW 17 KW 33.00" 48.00 30.50" 489165 56.80 Psf UP TO EXPOSURE D 186 MPH 4• ENSURE MINIMUM SPACING TO SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT kkE: Q ANY ADJACENT ANCHORS. ...la GE 40330GE&40331GE 20 KW 33.00" 48.00 30.50" 600 lbs 56.80 Psf WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES& 5. FOLLOW MANUFACTURER'S a.E IE ROAD MESH FROM DEVIATIONS OF THIS PLAN. `g MASERFIBER - Briggs&Stratton 040243-0 1OKW .31.00" 32.00" 34.00" 430165 56.80 Psf INSTALLATION INSTRUCTIONS TO 3 3°MIN 9. RWATERESPONSBILITY-TIGHTNESS OF EXISTING FINISHES CONTRACTOR. THE FULL MAC300 4 MIN Briggs&Stratton 040302.2 12 KW 33.75" 50.00"� 31.60" 507165 54.00 Psf EXP C 186 MPH&D 180 MPH IN ANCHORS. W GROUND ° RESPONSIBILITYAL THEINSTALLING URETHAT ACONTRACTOR. ?�1 Briggs&Stratton 040303.1 15 KW 33.75" 49.00 31.60 562165 56.80 Psf CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED /' Briggs&Stratton 040304.1 18 KW 33.75" 49.00 31.60 568165 56.80 Psf UP TO EXPOSURE D 186 MPH WATERPROOFING MEMBRANE IS RESTORED AFTER Q FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED Z Briggs&Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 570165 56.80 Psf HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY .• 50" GENERATOR WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR ASATTAC m 54 VARIES WITH MODEL WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF a S THE INSTALLING CONTRACTOR. E6 s GENERATOR MOUNTING CONFIGURATION: SEE GNERATOR SPECS i 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF GENERATOR 1'.°SIMPSON TITEN HD, SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. " GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE CONSEQUENTLY,THE ARCHITECT/ENGINEER OF RECORD SHALL �E OR SIMPSON A24 ANGLE BRACE 2°x3'1%°GALV.STEEL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING U W/(4)010 SS 316 SELF-GRILLING. WASHER SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED ] � $ SCREWS RUBBER VIBRATION PAD - -�' BY THE PERMITTING CONTRACTOR. © -©- TO GENERATOR 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY (SEE GENERATOR SPECS) ' SPECIFIC PROJECT SITE.INFORMATION CONTAINED HEREIN IS B BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS. BW THICK GALVANIZED ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR g 6 dr GENERATOR WASHER&RUBBER LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA p VIBRATION PAD CONCRETE PAD in OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO ILLUSTRATE IT@31 �pF (SEE CONCRETE PAD p g 6 � I � SCHEDULE FOR 6,000 PSI t' 3 DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY DIMENSIONS&WEIGHT LIGHTWEIGHT r p VARY SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS_ = CONCRETE MIX r rSPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BYREQUIRED) CON 6 0 0P SDI �/ OTHERS PRIOR TO CONSTRUCTION,ENGINEERING EXPRESS4„ LIGHTWEIGHT ` MASTERFER MAC 100 &ROAD MESHi REEVALUATE OSHALL BE IFIED AND GIVEN UR WORK UPON DISCOVERY OF Nr° 17-3961.1 CONCRETE MIX �2n j INACCURATE INFORMATION PRIOR TO MODIFICATION OF '^•E wrMB UNLESS NOTED E FOAM CORE EXISTING FIELD CONDITIONS AND FABRICATION AND Nom. .0 �--32"WIDTH 54"LENGTH Y DISTANCE DEPEND ON GENERATOR BASE LENGTH,NO LESS THAN 2'. I. ]INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS u . X DISTANCE 3°FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE J7 SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH,NO LESS THAN OUR CERTIFICATION. GIL-((I ANCHOR REQUIREMENTS 12 CERTI FICATIONS ICATIONS ORAS LY PROVIDED AFFIRMATIONSEADDITIONAL ARE INTENDED. z