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Home My WebLink AboutEngineering I . 1 H�� IN AMERICAST GENERATOR :CONCRETE PAD FRANKI6549AROO,D.E. FRANK Lfi599 1 Leo -'I w.o (ON-GRADE APPLICATIONS ONLY) 0��1' 01. _ \ N WIND DESIGN REQUIREMENTS_ 1 = (BASED ON ASCE 7-30&FLORIDA BUILDING CODE FIFTH EDITION(2014)) va m¢4 -- AT-GRADE SIGN METHOD A5ANK49 L BENNARDO,P.E. \ GENERATOR I - ULTIMATE DESIGN WIND SPEED VUIt-186 mph 6549 AM E R 1 CAST NOMINAL DESIGN WIND SPEED Vasd-144 mph D FOR P o J+. \ -- - RISK CATEGORY-III INTERNAL PRESSURE COEF-N/A RDD4YWIM0RTiW BKFlEOi - AnaamSas EXPOSURE CATEGORY-D WIND DIRECTIONALITY FACTOR Kd-0.85 .D N _ I •MAu�ulAIHmts0A1' ENCLOSURE CATEGORY-N/A HEIGHT H-AT GROUND O a WnMNw Ru w 1010 GUST EFFECT FACTOR-0.85 PRESSURE AT HEIGHT H qh-77.56 Ib/ft2 Z 'H'r = `,?IS A101N�Av� \ �.�IYrO TSL TrsonaUlssc n9,waw FORCE COEFFICIENT Cf-1.44 ff® F I.mj $O I WIND PRESSURE: �SLL ry9ys�� HVHZ OR N N-HVHZ P-qh G Cf-56.80 Ib/ft2(ASO) W�W UI Sj RISK EXPOSURE EXP RISK EXPOSURE EXP R ul ISK EXPOSURE EDP GENERAL NOTES Q WW V yxj COUNTY I C. D II C 0 III,IV ;'C D.' ,<Q .PAD %-� .I -,- /(T THICKNESS \ H P.BEACH 150 MPH 30.44 Psf 36.94 Ps( 170 MPH 39.09 P5(47.41 Psf 180 MPH 43.83 Psf 53.19 Psf 1. . THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED L-A 4 0 4 Wy j O NGT IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 Z i4.[71 ¢� O, w PPO lE BROWARD 15fi MPH 32.92 Ps( 39.95 Psf 170 MP 39.09 Psf 47.44 Ps( 180 MPH 43.83 Psf 53,19 F5f FLORIDA BUILDING CODE(5[h EDITION). N MIAMI-DADE 165 MPH 36.83 Ps( 44.69 Psf 175 MPH 41.43 Ps(5018 Psf 186 MPH 46.80 PSf 55.80 Psf 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR W U''I W j(o USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER ISOMETRIC VIEW SEPARATE CERTIFICATION ON A JOB-SPECIFIC BASIS IN IR IY i w ACCORDANCE WITH THE GOVERNING CODE.517E-5PECIFIC O LU UJ PAD DIMENSIONS: GENERATOR TABLE: �+ LOAD REQUIREMENTS DETERMINED IN ACCORDANCE WITH ID O THE APPLICABLE BUILDING CODE SHALL BE 1E55 THAN OR .H CONCRETE PAD - - .'ALLOWABLE EQUAL TO THE DESIGN PRESSURE•ASO'CAPACITY,VALUES .EN-R BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT PRESSURE COMMENTS LISTED HEREIN FOR'ANY ASSEMBLY AS SHOWN.,",. , 3. DIMENSIONS AND.WEIGHT OF UNITS SHALL.CONFORM TO Generac005871&005883 SOKW 2500 4800 29.00 3871bs 54.00 Psf EXP C186 MPH&D 180 MPH ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES .p^+ FBII Generac 005872&005684 14 NW 2500 480029.00 43911is 56.80 Ps( HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT Q(Ui m e Generac 6459,6461,6462 16 KW 25 00. 4800 •29.00 513lbs'' 56.80 Psf SUBSTRATE DESCRIPTION TO PAD EDGE IS SPECIFIED w v GENERATOR UNIT BY Generac 006721 16 KW 25,00" 4800 .29.00 448lbs 55.80 Psf 5. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE Q O U O1i O I SEPARATE SUBMITTAL I 2 3 ALL VEGETATION,STUMPS,ROOTS,.AND FOREIGN MATERIALS U 0 SEE SCHEDULE FOR Generac 005873&005885 17 KW 25.00" 48.00" 29.00' 4551bs 56.80 Psf CONCRETE: ()-/e•0T LENT HD REMOVED PRIOR TO INSTALLATION'ON COMPACTED SOIL AS (6000 PSI OR EQUIVALENT, VERIFIED BY OTHERS. D'.m. l7 G MINIMUM WEIGHT I Generac GOS874&00588fi 17 KW 25.00 48.00'.' 29.00 421 lbs. 56.80 Psf UP TO EXPOSURE D 186 MPH MIN.) 2-3/4•FULL EMBED 6. RESISTANCE TO SLIDING OF THE PAD ON•THE.GROUND IS NOT a I'-ry O ry - O CONCRETE,3'MIN Lu n L9 W REQUIRED) Generac005875&0G5687 20 NW 25.00" '48.00" 29.00" 4511bs' 56.60 Psf EDGE DISTANCE,6• PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD Generac 006729&006730 20 NW 25.00"1 48.00" 29.00" 5161bs 56.80 Ps( I MIN,SPACING TO ANY PLACEMENT VARIES: Generac006551g,006552 22KW 25400" 48.00" 29.00" 5261bs 56.80 Psf ADJACENT ANCHOR. 7. INSTALELECTRICALGRTHERS.ALL REHANIC,T08EFICATI NS INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS a Kohler 14RE5&20RE5 14-20 KW 26.00" 48.00" 29.00" 5001bs Z. Psf (CLEAR SPACE,TONNAGE,ETC)SHALL BE AS PER n N 00 GE 40323GE&40324GE 13 KW 35600" 39.40" 39.00 5401bs 49.50 Psf EXP C 186 MPH&D 170 MPH NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS �-54"LENGTH 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. v GE 04038215KW 15 KW 33.00 48.00 30.50 4801bs 56.80 Ps( 2. EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL PLAN VIEW 1 ''EXCLUDES FINISHES,IF DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY F �+o.!3 GE 04037817KW 37 KW 33.00" 48.00 30,50" 4841bs 56.80 Ps( UP TO EXPOSURE D 186 MPH APPLICABLE.` CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS 9 GE 40330GE&40331GE 20 KW 33.0G" 48.00" 30.50" 6001bs 56,80 Ps( 3. ENSURE MINIMUM.EDGE DISTANCE ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES Q n Briggs&Stratton 040243-0 -.AS NOTED,IN ANCHOR SCHEDULE. &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, W m gg 30 KW 31.00" 32.00 34.00" 430165 56.80 Psf 4. ENSURE MINIMUM SPACING TO SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT V O 0 $ CONCRETE PAD Briggs&Stratton 040302-2 12 KW 33.75 50.00 31,60" 507 lbs -54.00 Psf EXP C 1.6 MPH&0180 MPH -ArvY ADJACENT ANCHORS, WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES& I ROAD MESH ,.Brlggs&Stratton 040303-1 15 KW 33.75" 49.00" 31.fi0" 5621bs 56.80 Psf5.-FOLLOW MANUFACTURER'S FROM DEVIATIONS OF THIS PLAN: p MASTERFIBER INSTALLATIONINSTRULTIONSTO 8�1 O MAC100 3 MIN MIN Brlggs&Stratton 040304-1 18 KW 33.75" 49.00" 31.60" Sfi81bs 56.80 Psf UP TO EXPOSURE D 186 MPH 9. WATER-TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL INSTALL ANCHORS..' W RESPONSIBILITY OF THE INSTALLING CONTRACTOR. GROUND ,fin*+.,>•. Brlggs&Stratton 040305.1 20 KW 33.75 49,00" 31.60" 5701bs 56.so Psf I - CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED 7a` Generac 7035,7036,7037 16KW 25.00 48.00 29.00" 4061bs 47A4 Psf I WATERPROOFING MEMBRANE IS AFTER Q E 7i Generac 007038&007039 20 KW 25.00 48.00" 29.00" 4481bs 47.44 Psf EXP C 186 MPH&D 170 MPH FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 7 50" Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 4661bs 47.44 Psf GENERATOR. HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY r. m 54" ATTACHMENT BASE, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS VARIES WITH MODEL WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF c B GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS THE ROLE OF INSTAL NG CONTRACTOR. zz I 10. THE ROLE O ENGINEER ENGINEER N TTHE ENGINEER OF RECORD. . Q 9 st 4 GENERATOR 3'v'SIMPSON TITEN HD, SPECIALTY ENGINEER AND ARCHITECT/ENGINEER THE ENGINEER OF RECORD. �j C GENERATOR ATTACHMEN7 BASE SEE ANCHOR SCHEDULE CONSEQUENTLY,THE THE I T INTEGRITY OF AL OF RECORD SHALL 10 OR SIMPSON A29 ANGLE BRACE 2'x7'xYs'GALV.STEEL I BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING O 99 3 W/(4)I10 SS 316 SELF-DRILLING WASHER SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED D S 3 ig$y RUBBER VIBRATION PAD L"'-"' -"�',)I BY THE PERMITTING CONTRACTOR. $ ® _Q TO GENERATOR:v 11, THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY y T � (SEE GENERATOR6PECS) ) �I $S�1• SPECIFIC PROJECT SITE.INFORMATION CONTAINED HEREIN IS 3'v'THICK GAWANIZ D _ BASED ON CO EXPRESS SHALL NO DATA AND MEASUREMENTS. RESPONSIBLE ORP 41 fs WASHER RUBBER \ ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR yyy $$ ! I GENERATOR I VIBRATION PAD Z LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA d (SEE CONCRETE PAD - CONCRETE PAD OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO ILLUSTRATE SCHEDULE FOR 6,000 PSI DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY $ C q DIMENSIONS&WEIGHT LIGHTWEIGHT `v VARY SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS X' CONCRETE MIX SPECIFIED HEREIN,WORK SHALL BE FIELD VERIFIED BY wDNT ErveweERMD E^Aessv REQUIRED) CONCRETE PAD 6103D PSIJ i OTHERS PRIORI TO CONSTRUCTION.ENGINEERING EXPRESS cD%17-3961.1 9 I LIGHTWE GHT ` MASTERFHIER MAC 300 �/ ' SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 4" I fl _I!_f1 &ROAD MESH REEVALUATE OUR WORK UPON DISCOVERY OF ANY ! CONCRETE MU( ' INACCURATE INFORMATION PRIOR TO MODIFICATION OF 9CALBL NT9 UNLESS NOTED I�I - FOAM CORE,,/ /'•�2-j EXISTING FIELD CONDITIONS AND FABRICATION AND '�. �32"WIDTH { 54"LENGTH�-} 1.OTY DISTANCE DEPEND ON GENERATOR BASE LENGTH,NO LESS THAN 2'. INSTALLATION OF MATERIALS:ALTERATIONS OR ADDITIONS 2. X DISTANCE 3•FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE /T SIOE'VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH,NO LESS THAN OUR CERTIFICATION. [I,LIII ANCHOR REQUIREMENTS 12. EXCEPT AS EXPRESSLY CERTI ICATIONSORAFFIRMATIONS ARE INTEN INTENDED.