The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PADCI aD N� GENERATOR LU LU I PAD THICKNESS ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR _ GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) }- 54" LENGTH CONCRETE PAD ROAD MESH IASTERFIBER 3" MIN MAC100 4" MIN GROUND 50' 54" AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST wm.sme[haR5na mm `MADI11X .4*3MI0A" FEDTAX$=9.823= I LICBNSRAS90.29 allm S393 PdmmCo Are. Pon Plcwk FL 34912 Td: 712-971-195S F= T72.{644 )1W Emil;Emis+nleeQu++erFw.MM�e<oni vn ehveleWtE2081r�whvo:e HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK I EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II C D III, IV C D E 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf 165 MPH 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 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.& D 156 MPH i 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 040382 15KW 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 " 30.507r 4841 s 4383-Fsf- GE 40330GE & 40331GE 20 KW 33.0011 48.00 " 30.50 " 600 Ibs 43.83 Psf Briggs & Stratton 040243-0 SO 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 " 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 I! 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 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #SO SS 316 SELF -DRILLING Q QTO SCREWS (SEE GENERATOR GENERATOR PE S) _ = GENERATOR (SEE CONCRETE PAD w w SCHEDULE FOR DIMENSIONS & WEIGHT = 2 REQUIRED) 4" n. }32" WIDTH 54" LENGTH SIDE VIEW FRONT VIEW 3/8" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD CONCRETE PAD 6,000 PSI LIGHTWEIGHT \ CONCRETE MIX ANCHOR TO PAD SCHEDULE SUBSTRATES DESCRIPTION I �Wp y NF-D i�jW��y BY IUIIIv St We VV t FRANK L. BENNAR , P.E. PE# 0046549 031� 018 IF CHEZ'c FY GP.E. APPEARS BEtAW GORDON M. ATTISTO, P.E. V VALID AL D FOR 1 PERMIT ONLY U N.0 NOTICE: THIS SHEET DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL - WIND DESIGN REQUIREMENTS- 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 SIGNET AND SEALED. IF THERE IS NO DIGITAL SIGNADOE°N SHEETI OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) THIS SHEET IS A COPY/DRAFT. AT -GRADE SIGN METHOD rrnn ko r4 ULTIMATE DESIGN WIND SPEED Vult = 186 mph U p NOMINAL DESIGN WIND SPEED Vasd = 144 mph 0 O RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A p^ W (Y) M v 2:EXPOSURE M O CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= uJ I- o N O Ln 0.85 W "�+,, 2MM LL "^ ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND W LL V) X M O a wD' GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Z 2 r; x Ib/ft2 w w U "z X i Q" w FORCE COEFFICIENT Cf = 1.44 rn 4 w LL W WIND PRESSURE: U� �Q �w170 osmo�� P= qh G Cf = 56.80 Ib/ft2 (ASD) ZX N m W u W W O w O'iwv@Z GENERAL NOTES �` Lwz U) o =w LU 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN O WED w ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH n THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON ACD 'y JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. [V ❑ N SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH M Q z THE A PBLE B P L ICA UILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. O D. O �. LU .~-. NOTES: 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS LLI / /1 > z O 1. ANCHOR QUANTITY PER LONG SIDE STATED HEREIN. J co V 2 Q Y = 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL LL In Q rn �-, ry � ----- - ---- - APPLICABLE. CLEARANCE. -A -MINIMUM -DISTANCE -FROM UNIT -TO PAD -EDGE -IS SPECIFIED; - -/- _ _Uj_,..�_ U - Lu 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF LU ,1 oif W 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR I--1 W J a 00 2 W n UI 00 4. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. 7. TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS C N W a' I\ MO z V V L7 DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. C' � O g z 5. FOLLOW MANUFACTURER'S 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY G, ,� c_ _ O INSTALLATION INSTRUCTIONS TO OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) M In Y Wj INSTALL ANCHORS, SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE n �.y H m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. W U) Q 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS < p LD SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. ' INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 0 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL GENERATOR FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT ATTACHMENT BASE, WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM W vi VARIES WITH MODEL DEVIATIONS OF THIS PLAN. Q ? g g" o z z SEE GENERATOR SPECS 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL 13o 0 0 P RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ❑ 3 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS w o_ /e' ANCHOR N T1TEN HD, Y L m m o 0 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE SEE ANCHOR SCHEDULE S ' LL LL = o 2 < PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY r, � � o 2"x3"x3/8" GALV. STEEL WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS Z z o i'= WASHER WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING 3: 000 o 0 � o w RUBBER VIBRATION PAD CONTRACTOR. g 3 3 � 2-;'1 - " wwv ug 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY � z z o ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE 0 w ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE tR INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL z o w BE COORDINATED BY THE PERMITTING CONTRACTOR. `-' °1 z J _ 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC L CONCRETE PAD < M PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON Y w o u vi w 6,000 PSI n I CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS Q w LL 8� o G LIGHTWEIGHT /I1 SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS 5 p INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ul k= , ,, y o PrR c . XCONCRETE MIX j IILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY Z S SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. COPYRIGHT ENGINEERING EXPRESS MASTERFIBER MAC 100 / jj%j jj%�j/%jj%/jj%/ WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. & ROAD MESH /� j//i////j/,/j%//j% ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 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 AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR SCALE: NTS UNLESS NOTED 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.