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Home My WebLink AboutMASTER PLAN SHEET SINGLE PADy GENERATOR LU U�' I PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE � GENERATOR = I GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 �4" MIN GROUNDS 50" 54" AME-RICAST GENERATOR CONCRETE _P_AD- GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) A ERICAST wrrnamedmffry mm. 'MADZ INAMHRIOA:- FEDTAX620-E252762 LICHNSB'@S99.20050163 SM Pw.%w Aw. con P4ior, FL_7490 _- TaL 772-97149M I.: 773 644M Evil: >ll�..ne•{.cyNutcinn mehXAeeNeCdJI�•whoaemn HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II -' C I D III, IV C I D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 153.19 Psf BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 1175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 1 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 & b 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 29.00 " 513 Ibs 47.44 Psf ' Generac 006721- 16 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29.00 " 455 Ibs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005887 20 KW 25.00 " *48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 006730 20 KW 25.00 " 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES .14-20 KW 26.00 " 48.00 " 29.00 " 500 Ibs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484lbs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 Ibs 43.83 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75" 50.00 " 31.60 " 507 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 Ibs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 5701bs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 1 29.00" 406 Ibs 1 47.44 Psf EXP C 186. MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 007042 & 7043 1 22 KW 25.00" 48.00 " 29.00 " 466 lbs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS TO GENERATOR = I F (SEE GENERATOR SPE CS) THICK RUBBER ENERATOR = I I VIBRATIONPAD w(SEE CONCRETE PAD I w SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) N '0 4,' E CN " II 32WIDTH T� 54" LENGTH 10 SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED O 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 GENERATOR" SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"X3"X�' " GALV. STEEL - WASHER RUBBER VIBRATION PAD CONCRETE PAD 6,000 PSI X LIGHTWEIGHT CONCRETE MIX MASTERFIBER MAC 100 & 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 FRANK L. BE ROO, P.E. PE# 0046549 0 f,112018 ca Aarlvu aml ORDON M. IB SIO, P.E. '328 - �g `\p�,�q.y ��gp�NED V OES, NOTICE: IFSHEET SHEET DOES ' vl`_(E U1 tl NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL _ ie �� IF HERE IS A DIGITAL SIGNATURE ON SHEET I; THIS ' SHEET S PART OF DIG ALLY EDTAFILE, SHALL REMAIN IN SIGN DIGIL FORMAT, & PRINTED - i COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNET L _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ AND SEALED, IF HERE IS NO WIND DESIGN REQUIREMENTS- ITAL SIGNATURE ON SHEETI OR HIS SHEET DOES NOT (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, (2017 )) HIS SHEET S A COPY DRAFT. AT -GRADE SIGN METHOD rn ;D N ULTIMATE DESIGN WIND SPEED Vult = 186 mph lJ p NOMINAL DESIGN WIND SPEED Vasd = 144 mphIt RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A mzm ® 0 W CI), u f EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=. LL VJ v, I- fn (A0 wUm 0.85 ENCLOSURE rr^^ U~J U�w LL `^ n CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H uJ W W LL (n U) - qh = 77.56 _ O 2 "n (99 a Ib/ft2 _z Q w W U z X S FORCE COEFFICIENT Cf = 1.44 Q W w LU O WIND PRESSURE e o r M o _ P= qh G Cf = 56.80 Ib/ft2 (ASD) 1 i i N 0 N w v W W w O .� U W „`t, O .Z. GENERAL NOTES U)LLvWZ U) W ' x 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN i C) Ui w to - ACCORDANCE WITH HE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). -- 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH n HIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH HE GOVERNING CODE. N v SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O d ZO THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY LU ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS LLI V I Q. z = STATED HEREIN. � N �[ 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q - C1 W In In M CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF U L i ti W df 6. THE AREA UNDER CONCERETE n W LU SLAB ON GROUND SHALL HAVE ALL W 00 = VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR ...I d N U) O TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO Q N LLI n' M U z SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. R I\ M O .^.. M U"' V Q L9 J Z 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY Y O' 0 OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Iy SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE .raj F- Co EXPRESS RESPONSIBILITY OF THE CONTRACTOR. W U0 Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS Ur F SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES O INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM LU DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL LI o S o RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING CI '- S MEMBRANE IS = LL co co RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 9F PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY V LL LL z z $ WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING 2: O O O CONTRACTOR. IS. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE $ z ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL o m BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC w h' w g m i o PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON W w w S :3 z u e,� CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS h Lo m 5 SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR DATA INACCURATE OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO z N 3 ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY ' SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. COPYRIGHT ENGINEERING EXPRESS m WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 1 �_ 3961.1 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NTS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. OF 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.