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Home My WebLink AboutGENERATOR CONCRETE PADAM ERICAST GENERATOR CONCRETE PAD IK L. BEN RDO, P.E. 0046549 NGV 1pllb2 TI \ GENERATOR C7 I II W A 2 PAD \ / THICKNESS \ \. ,?PO GTN/ PAD DIMENSIONS: F_ 0 M CONCRETE PAD GENERATOR - F L GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) TCOMPTOTr WTPIA1 54" LENGTH -� - - - - PLAN -VIEW 0 0 O CONCRETE PAD rn ROAD MESH a MASTERFIBER 3" MIN MAC10004 �4, MIN GROUNDS d a`. 50" 54" GENERATOR TABLE: SCANNED BY St Lucie County (ON -GRADE APPLICATIONS ONLY) A ERICAST •MADE IN A kiRBIOAS' FED TAX#20-825 0 LICE24SE#590;MM163 530 PdmuW A%' L F«t Pkak FL 34032 TeL M-971-1059 FLu: 772509 8mu1: wt+fd•mcrt.e•vtln¢t�a.a h.Nemltd001Qwh HVHZ OR NON-HVHZ COUNTY RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) I C D II C I D III, IV C D P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psfj 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 I 165 MPH 36.83 Psf 44.69 Psf 175 MPH 141.43 PSfj 50.28 Psf 1186 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 GENERATOR �- -1 -r- F_ Q (SEE GENERATOR SPECS) > GENERATOR I I (SEE ON CONCRETE PAD w_ W SCHEDULE FOR DIMENSIONS & WEIGHT 2 REQUIRED) m c = 4" m E I - 32" WIDTH 54" LENGTH N SIDE VIEW = FRONT VIEW ro THICK GALVANIZED WASHER& RUBBER VIBRATION PAD CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX ANCHOR TO PAD SCHEDULE SU13STRATEI DESCRIPTION I I I t I I I 1 I- - WIND DESIGN REOUIREMENTS1 (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 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 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. 1. ANCHOR QUANTITY PER LONG SIDE 3• DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS 2. EMBEDMENT AND EDGE DISTANCE STATED HEREIN. EXCLUDES FINISHES, IF 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL APPLICABLE. CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 3. ENSURE MINIMUM EDGE DISTANCE - - S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6. THE AREA-ONDEVCONCERETE-SLAB-ON-GROUNDSHALL-HAVE-ALL- AS NOTED IN ANCHOR SCHEDULE. VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 4. ENSURE MINIMUM SPACING TO TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. ANY ADJACENT ANCHORS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS 5. FOLLOW MANUFACTURER'S DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. INSTALLATION INSTRUCTIONS TO 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY INSTALL ANCHORS. OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY,USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES GENERATOR INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL ATTACHMENT BASE, FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT VARIES WITH MODEL WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. SEE GENERATOR SPECS 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL GENERATOR %B" 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/q" GALV. STEEL PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WASHER WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS RUBBER VIBRATION PAD WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 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. Z_ 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC CONCRETE PAD M PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON 6,000 PSI A �_ - CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE LIGHTWEIGHT OR LIABLE IN ANY WAY FOR ERRONEOUS X CONCRETE MIX j j jj j j j j jj j j jj j j jj/ OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS AE SHOWN TO ILLUSTRATE MASTERFIBER MAC 100 DESGN FORCES AND OTHER DESIGN CRITER AR THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. & ROAD MESH % //% // ///////j/ ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 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 ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN -NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I 02,E 01,'.!Z018 D.E. APPEARB BELOW 7ISTO, 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 SIGNET AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT. ID 0 N Z 1Ito O LU ('I) U i W� L) =�rLLa602 rn W LL x W xt: Z0 =A0,E_ [[[��'''�� > LU U ix x ¢ 'n L;J �Q W w �wC7o I' 1 O .0 ca F- WW OpN_ wlwU Lt�H�0- LL JJ L9 ._ U) W �=w OW w LD r-I 0 N M Q Z CO D- O ce J ~ W Ur ED z ED Q ¢ LL In Y = QQ F U°LU_ V �� C6 W Ln .-L _LU DO = w 01 J d CL N Ln C) Mo z L� W 55 M 0 v M LL a 0 Y IY LD W rL m Ln I7 2: .O. O LL aamo Wozz moos .� womBe = U m _j JJ U n LL LL E5 �j p U oaf Lt 03 Off Z O O 0 w�wz� 0 m� ¢ t-fo¢ii t�oz�o t'n w o a W.Joo Y w m � p o � Q U ovio o$wo�" Ln o 12 COPYRIGHT ENGINEERING EXPRESS' 17-3961.1 SCALE: NTS UNLESS NOTED OF