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HomeMy WebLinkAboutEngineering l FRANK L.BENNARDO,P.E. �E„GtH AMERICAST GENERATOR 'CONCRETE PAD PEt0045549 / ��`�•o ON-GRADE APPLICATIONS ONLY 0�;/1 I�201. I \\ WIND DESIGN REQUIREMENTS- ILLS (BASED ON ASCE 7-10&FLORIDA BUILDING CODE FIFTH EDITION(2014)) FRANK L° BENNAROO,P.E. AT-GRADE SIGN METHOD �\\ GENERATOR I ULTIMATE DESIGN WIND SPEED Vult=186 mph VAUDFORIP WYONLYUA.0 A M E R 1 CASTE NOMINAL DESIGN WIND SPEED Vasd=144 mph - RISK CATEGORY-III INTERNAL PRESSURE COEF-N/A NAOrRYWI1N0Rtt8V1 FNGLEFAa _ I EXPOSURE CATEGORY-D WIND DIRECTIONALITY FACTOR Kd-0.85 �o ry = I s>arsxiv�0>�i�N soSywmsprn ENCLOSURE CATEGORY-N/A HEIGHT H-AT GROUND • '"IS ssm tV w hnn«or,n 5xc GUST EFfECTFACTOR-0.85 PRESSURE AT HEIGHT M qh-77.561b/R2 Z ' \ ..I.•IYjO ra".w m m°Nacflwc 415JMCW FORCE COEFFICIENT Cf-1.44 T D w m 1-1 . LL -I D PRESSURE• LIJ WN HVHZ OflN N-HVMZ P=ghGCf-56.80 Ib/ft2(ASD) WFfYY.� O �F5 RISK EXPOSURE EXP RISK EXPOSURE EXP RISK - EXPOSURE EXP GENERAL NOTES ZK LW LU U Vzx a i COUNTY I C. D Il , C .....p'.' ."III.IV C D R PAD I -THICKNESS \ P•BEACH 15OMPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psl 53.19 PS! 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED� ' IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 yO w 5MPH32.92Psf39.95Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH b3.83 Psf 53.19 Psf FLORIDA BUILDING CODE(5th EDITION). 0,J MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Ps! 386 MPH 46.80 Psf 56.80 Psf 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR U'y USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 3 U. ISOMETRIC VIEW SEPARATE CERTIFICATION ON A JOB-SPECIFIC BASIS IN N 0Y i w PAD DIMENSIONS: ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC O LU iu GENERATOR TABLE: LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH IO O THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR CONCRETE RAD _ .'ALLOWABLE EQUAL TO THE DESIGN PRESSURE-ASD'CAPACITY VALUES GExEMroa BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT. COMMENTS LISTED HEREIN FOR ANY ASSEMBLYAS SHOWN.- PRESSURE 3. DIMENSIONS AND.WEIGHT OF UNITS SHALL CONFORM TO -II+- Genera,005871&005883 1OKW 2500 ,4800 29.00 387lbs" 54.00 Psf EXP C186 MPH&D 180 MPH ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN Generac OOS872&005884 14 KW 25.00 4860 29.00 434111 56.80 Psf 4. UNITS MUST BE CENTERED ON PAD WITH•OPPOSITE SIDES ui I HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT U) Q�m o Generac 6459,6461,6462 16 KW 25.00 .4806 29.00 513Ibs-: 56.80 Psf SUBSTRATE DESCRIPTION TO PAD EDGE IS SPECIFIED GENERATOR UNIT BY Genera,006721 16 KW 25.00" 48.00" 29.00" 4481bs 56.80 Psf S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE Q O .O1i o I SEPARATE SUBMITTAL I 2 ALL VEGETATION,STUMPS,ROOTS,.AND FOREIGN MATERIALS U ti N Z SEE ATE SUBMITTAL GeneraCOO5873&005885 17KW 25.OD" 48.00" 29.00" 455 Ibs 56.80 Psf CONCRETE: ()-3/B'OTITEN MD REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS W 1• rn 6000 PSf OR EQUIVALENT, ( ( VERIFIED BY OTHERS. n l7 MINIMUM WEIGHT I Genera,005874&005886 17 KW 25.00" 48.00'.' 29.00 421 Ibz, 56.80 Ps( UP TO EXPOSURE 0186 MPH MIN.) 2-3/4'FULL EMBED 6. RESISTANCE TO SLIDING OF THE PAD ON-THE GROUND IS NOT n K N tX L�7 w Generac 005875&005H87 20 KW 25.00" '48.00"' 29.00" 451 Ibs' S6.80 Psf TOCONCRE7E,3'M1N IIJ REQUIRED EDGE DISTANCE,6' PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD C m O{v. M Generac006729&006730 20 KW 25.00 48.00" •29:00" 516Ibr- 56.80 Psf MIN.ADJACENT TO ANY PLAELECTRICAL VARIES: - L TYI Generac 006551&006552 22 KW 25.00" 48.00" 29.00" 526 Ibs Sfi.80 Psf AD]ACENT ANCHOR. 7. E STALLEAL GROUND,OTHERS. AL N REQUIRED,TO BE SPECIFDESIGICAED TIONS a m � INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS RL w w Kohler 14RE5&20RE5 14-20 KW 26.00" 48.00" 29.00" SOD Ibs Sfi.80 Psf (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER m N❑ k GE 40323GE&40324GE 13 KW 35.00 39.40" 39.00" 540lbs 49.50 Psf E%P C 186 MPH&D 170 MPH NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS O 4� 54"LENGTH 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. p W GE 04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 56.80 Psf 2. EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL y w PUN VIEW _ I '`EXCLUDES FINISHES,IF DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY ne GE 04037817NW17 NW 33.00" 48.00" 30.50" 484165 56.80 Psf UP TO EXPOSURE D 186 MPH APPLICABLE.`- CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS '.GE 40330GE&40331GE 20 KW 33,00 48.00 30.50" 6DO Ibs 56.80 Psf I 7. ENSURE MINIMUMEOGE DISTANCE ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES .AS;NOTED IN ANCHOR SCHEDULE. &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, W ddd ._Briggs&Stratton 040243-0 10 KW 31.00 32.00" 34.00 43016s 56.80 Psf L7 f a CONCRETE PAD 4: ENSURE MINIMUM SPACING TO SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT O Briggs&Stratton 040302.2 12 KW 33.75" 50.00" 31.60" 507lbs -54.00 Psf EXP C 186 MPH&D 180 MPH ANY ADIACENTANCHORS. WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES& ROAD MESH - Briggs&Stratton 040303-1 'S: FOLLOW MANUFACTURER'S 6 - ge 15 KW' 33.75" 49.00" 31.fi0" 5621bs 56.80 Psf I FROM DEVIATIONS OF THIS PLAN: � O MASTERFI 1. INSTALLATION INSTRUCTIONS TO 9. WATER-TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL . 3 M[N 4 MIN',Briggs&Stratton 040304-1 1B KW 33.75" 49.00 31.60" S681bs 56.80 Psf UP 70 E%POSUflE0186 MPH INS TALL ANCHORS_.: fy MACI00 RESPONSIBILITYAL THE INSTALLING CONTRA g GROUND ,.,,, Briggs&Stratton 040305-1 20 NW 33.75 49.00" 31.60" S701bs 56.80 Ps( I - CONTRACTOR SHALL ENSURE THAT ANY REMOVEDNED OR ALTERED a Generac 7035,7036,7037 16 KW 25.00" 48.00" 29.00" 4061bs 47.44 Psf WATERPROOFING MEMBRANE IS RESTORED AFTER MIN' Genera,007038&007039 20 KW 25.00" 48.00" 29.00" 448lbs 47.44 Psf EXP C 186 MPH&D 170 MPH FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED rI so" Generac 007042&7043 22 NW 25.00" 48.00" 29.00" 466 Ibs 47.44 Psf GENERATOR. HEREIN.THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY m 54 ATTACHMENT BASE, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS La VATTA WIEN MODEL WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF a c GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS THE INSTALLING CONTRACTOR. z 10. THE ROLE OF THIS ENGINEER FOR THIS PROTECT IS THAT. Q B y 4 GENERATOR V SIMPSON TITEN HD, SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. d GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE CONSEQUENTLY,THE ARCHITECT/ENGINEER OF RECORD SHALL gyp OR SIMPSON A24 ANGLE BRACE 2'x3'x3('GALV.STEEL I I BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING O O _ W/(4)910 SS 316 SELF-DRILLING WASHER SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED o g S SCREWS„ RUBBER VIBRATION PAD L-- '�I BY THE PERMITTING CONTRACTOR. _ TO GENERATORn 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY © -©- "T- ; (SEE GENERATOR•SPECS) - SI SPECIFIC CONTRACTOR-SUPPLIED INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS. B I 3'i'THICK GALVANIZED' "'� ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR 6 F- {- GENERATOR WASHER&RUBBER / -7 LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA = I I S I (SEE CONCRETE PAD VIBRATION PAD Z CONCRETE PAD OR MEASUREMENTS,DIMENSIONS ARE SHOWN TO ILLUSTRATE ,V'., SCHEDULE F00. 6,000 PS[ -; DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY K21 DIMENSIONS&WEIGHT LIGHTWEIGHT , p VARY SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS 1 I I REQUIRED) I CONCRETE PpD X' CONCRETE MIX '!!',.;�� ;%i�;i! SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY muwrErcr"W""a i�::'%i !i��"' OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS 6,ODD Psl' i'�';: '!i I m 17-3961.1 LIGHTWEIGHT MASTERF18ER MAC 100 '! %:%'� �!�i;. .-Il- SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO &ROAD MESH .�!�:L:`;:i:%:'"r"-i REEVALUATE OUR WORK UPON DISCOVERY OF ANY CONCRETE MIX SCALMNTS UNLESS NOTED 2" INACCURATE INFORMATION PRIOR TO MODIFICATION OF OE I FOAH CORE EXISTING FIELD CONDITIONS AND FABRICATION AND �32"WIDTH .} 54"LENGTH NOTES: " INSTALLATION OF MATERIALS:ALTERATIONS OR ADDITIONS .. 1. Y OLSTANCE DEPEND ON GENERATOR BASE LENGTH,NO LESS THAN 2'. 2. X DISTANCE 3-FROM UNIT EDGE TO CUP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE /T SIDE'VIEW FRONT VIEW 3. 2 DISTANCE DEPEND ON GENERATOR BASE WIDTH,NO LESS THAN OUR CERTIFICATION. ANCHOR REQUIREMENTS 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.