The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PAD5 Do GENERATOR LU PAD . THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR - F GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) ISOMETRIC VIEW L 'I 54"LENGTH PLAN VIEW--- CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN MAC100 -f4" MIN GROUNDS ........... .::: 50" 54" AMERICAST GENERATOR CONCRETE PAD 5 �Y StLudeCounty GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST 'vmw emeRFcn5ru mm "'MADE IN AMMUCA:- FEDTAX Y2D4aS2362 LICBNM9599-20050163 S303 Pvmeao Ara Fen Place. FL U912 TO. 772-971-1951 I= 773-464 =0. ED WE HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C I D II C 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 BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH MM MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 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 & D 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 " 484 Ibs 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 & 40 331GE -20_KW- -33:00"- 48-.00-"--30.-50L- -600-Ibs- 43.833s 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 1 33.75 " 49.00 " 31.60 " 568 Ibs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 29.00 " 406 Ibs 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 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 1 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS O _ � O TO GENERATOR F� (SEE GENERATOR SPECS) = I = GENERATOR (SEE CONCRETE PAD w (D SCHEDULE FOR DIMENSIONS & WEIGHT _ = REQUIRED) 4" - 3 2 " WIDTH 54" LENGTH -+ SIDE VIEW FRONT VIEW 3/B" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD 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 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. WIND DESIGN REOUIREMENTS_ (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 = D 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 Cf = 56.80 Ib/ft2 (ASD) GENERAL NOTES FRANK L. BEttARDO, P.E. PE# 0046549 11 L 3,E 'J '2018 ECKED, NO P.E. APPEARS BELOW ON . DI ATTISTO, P.E. SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, 0 N Z 111 mLL. ocno uJ W Per I= Ii) IL V) ik ZW0 wWOf XUa L7 a F->< Lu LL W �Q W �w[7 -0 O t m o - H I'' LU U W W 0 Uj 0� W �@z. LL _1 W U) W 6uj =w 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN O W w ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ILD SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH n THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. N O CD SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH M Q Z THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY NOTES: ASSEMBLY AS SHOWN. LU 1. ANCHOR QUANTITY PER LONG SIDE 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED LLI 7 /> �J I � CO z 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF 4. HEREIN. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q Q O In Y = N U APPLICABLE. 5 S. CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE F- W -4 U r U M (- W � 3. ENSURE MINIMUM EDGE DISTANCE 6. 125 PCF THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL W [Y ,i F-I 2: W ^ °� W W 0D = AS -NOTED -IN -ANCHOR -SCHEDULE. VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR J d � N U) p 4. ENSURE MINIMUM SPACING TO 7. TO INSTALLATION -ON -COMPACTED -SOIL -AS -VERIFIED -BY -OTHERS.- - _ RESISTANCE TO SLIDING _ _Q N W M (, -o Z- ANY ADJACENT ANCHORS. 5. FOLLOW MANUFACTURER'S OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. n MO O .^.. 0 tZ Z INSTALLATION INSTRUCTIONS TO 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY Ir. M In Y INSTALL ANCHORS, OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) W n DO SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE ,.y F- DO EXPRESS RESPONSIBILITY OF THE CONTRACTOR. � Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS p SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. K INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES O GENERATOR INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL _j ATTACHMENT BASE, FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM W ri VARIES WITH MODEL SEE GENERATOR SPECS 10. DEVIATIONS OF THIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL G v F RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL GENERATOR 3/g" SIMPSON TITEN HD, / ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS SEE ANCHOR SCHEDULE RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 2"x3"x3/" GALV. STEEL PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY B WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WASHER WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING RUBBER VIBRATION PAD CONTRACTOR. o Y LL S O V 0 o m m 05 � O- u- z F c w s z 9 O C3 O O 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 SHALL 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 L CONCRETE PAD < M PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON 6,000 PSI n I CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING IXPRESS LIGHTWEIGHT /I1 SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS SUREMENTS. DIMENSIONS ARE SHOWN TO )( CONCRETE MIX j j jj� j�j j jjj j jjj jjj/ IILLUSTRA DES DESIGN FORCES INACCURATE DATA OR EAND OTHER DESIGN CRITERIA. THEY MAY VARY j/ SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. l MASTERFIBER MAC 100 /// /// .// j// /// WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. &ROAD MESH ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO w w z o x m o_ li w w In o ¢ g E K M. a ~ S a Q W w Qo W LL o - COPYRIGHT ENGINEERING EXPRESS 17-3961 1 NOTES: 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 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE FOAM CORE 2" 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 OF CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.