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Home My WebLink AboutGENERATOR CONCRETE PADd m AM E".-,dCAST GENERATOR CONCRETrL PAD (ON -GRADE APPLICATIONS ONLY) AM AST •MADIDTN.='d!' FEDTAXA20.92S 0 LICE =099-MM1Q3 53M Palmalto -v Fort Pk.., FL 34982 LL 7T2�971-I9i8 F••• 771.461-0509 Sm.a: v.k�6P.ma�ie.atin¢.eia. ae eh.Nesnitd901Qyy.houe GENERATOR MANNEJ Lu PAD \ ' THICKNESS \ -PPPv ISOMETRIC VIEW PAD Dc�D DIMENSIONS: CONCRETE GENERATOR = GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR, N MINIMUM WEIGHT I REQUIRED) ` l 54"LENGTH -PLAN-VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3" MIN �4 MAC100 " MIN GROUNDS ✓_::;:::; ;:. ::-:;:;: 50" 54" GENERATOR TABLE: HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) - RISK. EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C D II C p 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 53.19 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 175 MPH 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf 56.80 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) 410 SS 316 SELF -DRILLING SCREWS TO GENER TOR (SEE GENERATORS ECS) THICK GALVANIZED GENERATOR WASHER& RUBBER (SEE CONCRETE PAD VIBRATION PAD .r SCHEDULE FOR DIMENSIONS & WEIGHT _ = REQUIRED) 4" }--32" WIDTH ----54" LENGTH SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 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. 5. 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 > ZCONCRETE PAD 6,000 PSI LIGHTWEIGHT X 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 I I I " I I I WIND DESIGN REQUIREMENTS- (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 2. 3. 4. S. 6. 7. 8. 9. 13. VK L. BENNARRO, P.E. 0046549 /I 027t 2018 P.E. APPEARS BELOW FTISTO, P.E. (NATURE ON SHEET 1, THIS :ET IS PART OF A DIGITALLY INED FILE, SHALL REMAIN IN VITAL FORMAT, & PRINTED PIES OF THIS DOCUMENT E NOT CONSIDERED SIGNEI D SEALED. IF THERE IS NO ;ITAL SIGNATURE ON SHEET 1 THIS SHEET DOES NOT VTAIN AN ENGINEER'S GINAL SIGNATURE & SEAL, U 'D N Z O � � E M®r^ 0 W M,,,Vi M o(A OU VJ W- WM W MX W 'E"',z LL� Uj LU U Z CL In �Q W �wC7 � cm�i��ir a41 wWOfrj O J m W W V rI Ud U W , 0- �LLawZ �LU SW THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O W w to SIXTH EDITION (2017). REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A C"JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. N O cV SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O z0 THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE Oa. DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY (D LU ASSEMBLY AS SHOWN. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS LLI C] STATED HEREIN. V/ Q LL Y z= UNITS MUST BE CENTERED PAD In (J) ON WITH OPPOSITE SIDES HAVING EQUAL Q O O, W N F- CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. ( ) r M F- � CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF v LU C6 W u.I THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL FBI 2: W t\ W = VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR cy J a N U) O TO INSTALLATION ON COMPACTED -SOIL AS VERIFIED BY OTHERS. W d F N 'o Z U RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. n ^ M 0- M LL z ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY Y D! OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q N UJ SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE F- m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. U) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS p 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 J LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT ^ r` WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM w a m Zf DEVIATIONS OF THIS PLAN. p z WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL o 0 o RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS Y LL m z a z RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE = U m o N u o PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY U LL LL o o WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING Z 0 0 0 w gg 0 Z o CONTRACTOR. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE o Z ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL Lu r o w d BE COORDINATED BY THE PERMITTING CONTRACTOR. w 01 THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON N Y w M CL > z z o > os a CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS Q m o w o E" SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS y W LL 1� H1. OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO z N rs-'d 3 a a ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY ' SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. COPYRIGHT ENGINEERING EXPRESS' WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 17-3961.1 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 I EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.