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Home My WebLink AboutGENERATOR CONCRETE PADdK L. BENNARDO, P.E. 0046549 LUTIOZ) apni '3S 1:IedaO 6UMiuuad NGTN a31 M3ff8 �\ \ GENERATOR 11I A 2 PAD THICKNESS \ �� PPO ��NGTN/ ISOMETRIC VIEW PAD DIMENSIONS: CONCRETE PAD GENERATOR -� = GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) J 54" LENGTH PLAN VIEW CO. ROA1 MASTE r GROU d m AM ERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) AMERICAST %v •H" !* MOT"#"_8252161 LIC&4S124s ,"col63 530 Pdorotlo Ave. Fmt Pimsq FL 36982 T¢L M471-1932 FM 773-169-0.509 SeuB. w4.�.meaice�tln¢.�m a. iha.lemIM001(iv¢hoo:o HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C I D II C I D III, IV C D P. BEACH 150 MPH 30.44 Psfj 36.94 Psf 170 MPH 39.09 Psfj 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf BROWARD 156 MPH 32.92 Psfj 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 180 MPH 43.83 Psf 53.19 Psf MIAMI-DADE 1 165 MPH 136.83 PSfj 44.69 Psf 1175 MPH 141.43 Psfj 50.28 Psf, 186 MPH 46.80 Psf 56.80 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE _ OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS TO OR T � Q (SEE GENERATOR SPECS) I- GENERATOR 3/B" THICK GALVANIZED WASHER& RUBBER 1-- _ _ (SEE CONCRETE PAD VIBRATION PAD W_ W SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 4„ 32-" WIDTH 1 54" LENGTH SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE SUBSTRATE I DESCRIPTION i it I t _ 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) CONCRETE: .............. ........ (6000 PSI OR EQUIVALENT, 1. MIN.) 2-3/4" FULL EMBED O CONCRETE, 3" MIN. EDGE DISTANCE, 6" 2• 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 %e' SIMPSON TITEN HD, - SEE ANCHOR SCHEDULE 2"x3"x3/" GALV. STEEL WASHER RUBBER VIBRATION PAD ::�j CONCRETE PAD 6,000 PSI LIGHTWEIGHT XCONCRETE 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 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 021U6Il2018 P.E. NPPEM BELOW 'TISTO, 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, U to N Z �� 'i o Mp w m -yz atn H O VJ W J� W .n LL LU LLU) MX� ZW 0 �"2 W Z X I' Q w �w rr nn U�a> �C7wQ W �w0 rm84�12 ajj Mww WWtYN O w U Lu f�\ O �n LL N a w Z C)W Eli THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ko ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A o JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. N In v SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Pr) Q M THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE "ASD" O- p DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY LU ASSEMBLY AS SHOWN. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS , ^ Q 00 V 0 0 Y z Lu STATED HEREIN. LL V) UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q 0 ui ONi IIV X CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. r U C W CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF � j .1 .6 THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL H 2: LU p r, V) VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. J O_ d N O Mp Z V OF THIS �. Lu� n L7 RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART C MM 0 "T g z DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. G LL O_ ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY M .1 �. OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q I ^ W SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE ,..I m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 12 ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS (0 SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. cy INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 0 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL u- FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM Lu a m v DEVIATIONS OF THIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL Q Z5 0 0 o 0 o w RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS STRUCTURE = m m w z o RESTORED AFTER FABRICATION AND INSTALLATION OF C) LL LL vNi F �. PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY U n "l 33 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING z O O Oo z 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 a ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE w a LL o o �w INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC v7 o Lu F- o 0 PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON Lu ¢ w o C CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS a N W m o SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS W OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO a z N 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. J ^ ^ J J ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO _ 1 / y 1 . 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 OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR {I CERTIFICATION. Ji II EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.