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Home My WebLink AboutGENERATOR CONCRETE PAD0, Y m 0 Q Y T- J i GENERATOR 0 I I I M I � "� '" I � I i PAD \ THICKNESS �, H P PD �ENG� PAD DIMENSIONS: CONCRETE PAD GENERATOR ISOMETRIC VIEW GENERATOR TABLE: _ GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR M L .. :..:MINIMUM WEIGHT REQUIRED) }-- 54 LENGTH - T PLAN VIEW CONCRETE PAD - ROAD MESH MASTERFIBER MAC100� GROUND 50" - 54" t4" MIN 2 F11N (ON -GRADE AP AME •R?AI HVHZ COUNTY RISK EXPOSURE (EXP) I C D P. BEACH 150 MPH, 30.44 Psf 36.94 Psf 1 BROWARD 156 MPH 32.92 Psf 39.95 Psf 1 MIAMI-DADE 165 MPH 36.83 Psf 44.69 Psf 1 BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE CON Generac 005871 & 005883 10 KW 25.00 " 48.00 " 29.00 " 387 Ibs 41.43 Psf EXP C 175 M Generac 005872 & 005894 14 KW 25.00" . 48.00 " 29.00 " 439 Ibs 47.44 Psf 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 & 005885P14-2O 25.00 " 48.00 " 29.00 " 455 Ibs 47.44 Psf Generac 005874 & 00588625.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf EXP C 186 Mi Generac 005875 & 00588725.00 " 48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 00673025.00 " 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 00655225.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 26.00 " 48.00 " 29.00 " 500 lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP C 170 MI GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf GE04037817KW 17KW 33.00" 48.00" 30.50" 4841bs 43.83 Psf EXP 'C180MI GE 40330GE & 40331GE 20 KW 33.00 " 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 MI Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 43.83 Psf Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 Ibs -44.00 Psf EXP C 180 MI Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.60 " 48.00 " 29.00 " 406 Ibs 47.44 Psf Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.001. 448 Ibs 47.44 Psf EXP C 186 MI 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) #10.SS 316 SELF -DRILLING __O_ � SCREWS TO GENERATOR � (SEE GENERATOR SPECS) F %" THICK GALVANIZED F- I I- I GENERATOR RUBBER i WAVIBRATION PAD (SEE CONCRETE PAD SCHEDULE FOR w_ w_ DIMENSIONS & WEIGHT REQUIRED) 4" ri �32" WIDTH- }-54" LENGTH-� SIDE VIEW FRONT VIEW CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX -,OR CON( ZATIONS ONLY) CAST IDDmm 3ARIJ]A!' tC�HlSYi.2G0701A ,I�aoA,-FL-sm - -HVHZ EXPOSURE (EXP) RISK I EXPOSURE (EXP) C I D III, IV C I D 39.09 Psf 147.44 Psf 180 MPH 43.83 Psf 53.19 Psf 3.9.09 Psf 47.44 Psf 18O MPH 43.83 Psf 53.19 Psf 41.43 Psf 50.28 Psf 186 MPH 46.80 Psf I 56.80 Psf MPH 56 ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0TITENHD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. NOTES: 56 MPH 1. 2. ANCHOR QUANTITY PER LONG SIDE EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF 56 MPH APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE 4. S. AS NOTED IN ANCHOR SCHEDULE. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. FOLLOW MANUFACTURER'S 56 MPH 56 MPH INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. 56 MPH ) GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS )'8" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"X3"X3/e" GALV. STEEL WASHER RUBBER VIBRATION PAD --� ` CONCRETE PAD i 6,000 PSI LIGHTWEIGHT - x CONCRETE MIX MASTERFIBER MAC 100 ,& ROAD MESH NOTES: FOAM CORE 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH _SS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, SS THAN ANCHOR REQUIREMENTS i I 4► i+1 �21� JK L. BEN RDO, P.E. 0046549 It , 03fZ01E8 R_;iDPP0. !JBONST0. P.ELO:N - - -- ----- -- - - ------ - WIND DESIGN REQUIREMENTS- SIGNATURE-ONSHEE_r-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 OORR TTHISHIS SIGNATURE ONSHEET I 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 (LD ULTIMATE DESIGN WIND SPEED Vult = 186 mph O N NOMINAL DESIGN WIND SPEED Vasd = 144 mphz It RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A ® W In � V E EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= I- m o Ln OV N Wry YrJ rvnn, W DO 00 LL `^ c ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR W uJ W (n a. U) � p = v W tf = 0.85 PRESSURE AT,HEIGHT H qh = 77.56 x ib/ft2 w W U 9'Z X � I"' i Q " w W FORCE COEFFICIENT Cf = 1.44 (n U� �QLu-NO,0 � WIND PRESSURE: Oz M � � E ° P= qh G Cf = 56.80 Ib/ft2 (ASD) ZX X N m w W u W W GENERAL NOTES V) W =W _ 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O W W 0 SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH t\ THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. N CI v SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE 0. 0 DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY J ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS ,, /^� V/ Q _3 O LLJ Y Z= STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL U_� Q O 01 w n, U) CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF V k � r4 M CZ W In w 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL 1"'I W ^ p0 = UI VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 0� J a n O Ih TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. Q N W 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 5 In O u- g (7 Z 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY ` P.9 OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) I W SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE,�y N CO EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS U 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 LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT m WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM III a m DEVIATIONS OF THIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL Q CI $ 1 ff RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL o 0 0 LS aq c ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS = m m RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE U c, PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY LL WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING Z O O O w a o S c CONTRACTOR. CIEl 3 11. 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 INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL o w BE COORDINATED BY THE PERMITTING CONTRACTOR. ¢ y z m o c 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC o w c oM. PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON Y w > > z S c CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS Wa m SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUSA �. aj OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO Z r 3 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 1 /-7 -3961.1 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE .- INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NITS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. >� cj ca,Q) :3.Lva :H33R :EIINnld fiMv313 :31vcl ----=ocnEi P.11 �Uffls-4r*14j It,