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Home My WebLink AboutPRECAST PADI PAD > THICKNESS N x z O Z 3 GENERATOR ISOMETRIC VIEW al GENERATOR MOUNTING CONFIGURATION: d a GENERATOR ATTACHMENT _ BASE GENERATOR OR 3"x2"x'/4" ALUM ANGLE W/ (4) #10 SS 316 ~� SELF -DRILLING SCREWS TO GENERATOR (SEE GENERATOR SPECS) y' RUBBER VIBRATION j, I• t PAD (OPTIONAL) CONCRETE PAD 6,000 PSI NORMAL WEIGHT l CONCRETE MIX GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS SEE ANCHOR SCHEDULE - RUBBER VIBRATION PAD (OPTIONAL) Z CONCRETE PAD 6,000 PSI NORMAL WEIGHT CONCRETE MIX 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 WIND TABLE: ROAD MESH FOAM CORE PRECAST PAD 32"X54"X4" (ON -GRADE APPLICATIONS ONLY) PAD DIMENSIONS: CONCRETE PAD GENERATOR = GENERATOR UNIT BY o I SEPARATE SUBMITTAL 3: (SEE SCHEDULE FOR M MINIMUM WEIGHT - REQUIRED) I id 4" LENGTH -_ I I PLAN VIEW CONCRETEPAD ROAD MESH _ f MIN GROUND`S iV HVHZ OR NON-HVHZ RISK EXPOSURE RISK EXPOSURE RISK EXPOSURE COUNTY I C D II C p III, IV ; .,G'.._D.. P. BEACH 150 MPH 32.43 Psf 39.33 Psf 170 MPH 41.65 Psf 50.55 Psf 180 MPH 46:70 Psf 56.67 Psf BROWARD 156 MPH 35.08 Psf 42.57 Psf 170 MPH 41.65 Psf 50.55 Psf 180 MPH 46.76 Psf 56:67,Psf MIAMI-DADE 165 MPH 39.24 Psf 47.62 Psf 175 MPH 44.14 Psf 53.57 Psf 186 MPH 49.86 P-sf 60.52 Psf, 54" GENERATOR TABLE: (DN �\ _e 72 -- I �32" WIDTH SIDE VIEW T F F I GENERATOR _ (SEE CONCRETE PAD (D SCHEDULE FOR OJ DIMENSIONS & WEIGHT REQUIRED) 4" 54'-' .LENGTH p`^ FRONT VIEW l BRAND & MODEL CAPACITY WIDTH I LENGTH- -'HEIGHT WEIGHT, MAX PRESSURE (PSF) Generac 005871 & 005883 10 KW 25.D0"- � 48.00 "-- --28.80 :3901bs- - ":-�,42i00 Generac 005872 & 005884 14 KW 25.00 " 48.00 "` z28.ibji .439 Ibs 44.50 Generac6459 6461 6462 16 KW 25.00 48.00 28 80`" 513 Ibs 48.50 Generac 006721 16 KW 25.00 48.00 28 80" - 448$szm Generac 005873 & 005885 17 KW 25.00 , _48.00 28.80 455,Ibs _ 45.50 Generac 005874 & 005886 17 KW 25.00;!!,.. ,48:OQ -28.80 _' _, 2i Ibs . - 43.50 Generac 005875 & 005887 20 KW 25.00 " 48.00 " 28.80 " 451 Ibs 45.30 Generac 006729 & 006730 20 KW 25.00 " 48.00 " 28.80 " 516 Ibs 48.70 Generac 006551 & 006552 22 KW 25.00 " 48.00 " 28.80 " 526 Ibs 49.20 Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 28.80 " 500 Ibs 47.50 Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 28.80 " 406 Ibs 42.50 Generac 007038 & 007039 20 KW 25.00 " 48.00" 28.80 " 448 Ibs 45.00 Generac 007042 & 7043 22 KW 25.00 " 48.00 " 28.80 " 466 Ibs 45.50 ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION (2)-3/8" 0 DEWALT CONCRETE: SCREW -BOLT+ OR (6000 PSI EQUIVALENT,1.5" MIN.) FULL EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 6" IN. 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. 'ZNALID NOT'I SIGN SIGNATURE ON SHEET 1, THIS WIND DESIGN REQUIREMENTS1 SHEET IS PART OF DIGITALLY SIGNED FILE, SHALL REMAIN IN (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION DIGITAL FORMAT, & PRINTED (2017 )) COPIES OF THIS DOCUMENT AT -GRADE SIGN METHOD ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO ULTIMATE DESIGN WIND SPEED Vult = 175 mph (SEE TABLE) DIGITAL SIGNATURE ON SHEET 1 NOMINAL DESIGN WIND SPEED Vasd = 136 mph OR THIS SHEET DOES NOT RISK CATEGORY = II INTERNAL PRESSURE COEF = N/A CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, EXPOSURE CATEGORY = C WIND DIRECTIONALITY FACTOR Kd= THIS SHEET Is A COPY DRAFT. 0.85 1p ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND O N GUST EFFECT FACTOR = 0.85 P AT HEIGHT H qh = 56.57 Ib/ft2 z M 0O i FORCE COEFFICIENT Cf = 1.43 p W WIND PRESSURE: w� w~ J rn W Cam, V � iA In LL SEE TABLE - gap IL W M � In �2 LL X W GENERAL NOTES - %' �� W>Q °uX LU 1. THIS SYSTEM HAS BEEN 'DESIGNED AND SHALL BE FABRICATED IN,'! co W Z ACCORDANCE WITH THE, REQUIREMENTS OF THE FLORIDA`.BUILDING CODE ':"�>.- �. z x (L o Z Of 4- SIXTH EDITION (2017). ,I j7 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED,FOR WIjH ee� W rsl41 0 J "gel 0 Z W USE '-I w O LU LU Z THIS SYSTEM SHALL BE DETERMINED UNDER. SEPARATE.CERTIFICATION ON A 5 JOB -SPECIFIC BASIS IN ACCORDANCE -WITH THE GOVERNING'CODE,(IF- -' LL o. F U' REQUIRED BY THE AHJ). SITE -SPECIFIC LOAD REQUIREMENTS AS (n IY w DETERMINED IN ACCORDANCE WITH THEAPPLICABLE.BUILDING CODE SHALL W UJ F- BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY O IIJ VALUES LISTED HEREIN.F,OR ANY ASSEMBLY AS SHOWN. - „- , I` l0 Q 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAYINGEQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNITTO. PAD EDGE IS SPECIFIED. S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL-= % VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. ; LU 7. .ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY 'D OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) ^^ N a' 'a 'o SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 1..� J .--I LL J LL 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS I-- ti SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. ^ ce Q F- INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 0 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL V) N U 0 � FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT ,,..i W C)Lu -i W WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM U CD CL O DEVIATIONS OF THIS PLAN. 00 co 9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL P1 M RESPONSIBILITY OF THE INSTALLING CONTRACTOR, CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS ^^ RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE I..L PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY , WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY W 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 CI p BE COORDINATED BY THE PERMITTING CONTRACTOR. 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC C7 m a a i PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON = 0 i o vNi o CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS U u- Q a SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS Z o LL OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO i> ILLUSTRATE DESIGN FORCES AND OTHER•DESIGN CRITERIA. -THEY MAY VARY JO m p a y SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED'HEREIN. VERIFIED:BY_OTHERS'PRIOR w ci w z 0 WORK SHALL BE FIELD TO CONSTRUCTION.;"' o o u Iz w ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORKS UPON "DISCOVERY OF ANY INACCURATE,,' 8 a w o_ itw INFORMATION PRIOR TO, MODIFICATION OF EXISTING:FIELD CONDITIONS AND FABRICATION AND INSTALL-ATION OF MATERIALS. ALTERATIONS OR a:S2 1 wm x z t ,,, o z ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED ANDINVALIOATE OUR -� =-- U) Y v W o o'd o y c CERTIFICATION. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN,'NO ADDITIONAL CERTIFICATIONS Q w OR AFFIRMATIONS ARE INTENDED: W o M w 7 - T - - COPYRIGHT ENGINEERING EXPRESS® 19-16293 N M C ' ' VISIT ECAL'C:10/1.91.9522 ; ".:- - - $r 1 SCALE: NTS UNLESS NOTED FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT ' OR SCAN THE OR CODE TO THE RIGHT >❑ I` i : VISIT ENGINEERINGEXPRESS.COMISTORE � FOR ADDITIONAL PLANS, REPORTS & RESOURCES O