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Home My WebLink AboutGENERATOR CONCRETE PADNIA �\ AGENERATOR_ ' Uj sib PAD ir, �i��`�iI �ji�-r.,�-�1f�4.i�;.€?•,.>='J i THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR x GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR M MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW , CONCRETE PAD ROAD MESH ! l MASTERFIBER r .4 MAC300 3 MIN 4JMIN ti GROUND-� ..... i.-i✓e,.r, .i�` '' PA��NGSN •1 AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) WIND DESIGN REQUIREMENTS - SCANNED By S$ Lucie County GENERATOR TABLE: AMERICAST unYw a na mm 131ADID IX J0fHRIOA!- FED TAX Y 20.92s2M LIC9XW dSW4W50161 SM Wlmwo Ave. Fort Pier ,FL 34912 TeL 772-971-195# F= 773-164 )SDO EmdL• mleo�..+er4sf.�lvaom vreh.AemrIt2001r.1aaMo:e� HVHZ OR NON-HVHZ - I RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C D II C i D q"a 'i III IV I J €C Ir L D.', ii li P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44-Psf- -180 Wk 43.83Psf153.19 Psi. BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf, ,180 MPH-'43:83 Psf_ '53'9-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 BRAND & MODEL CAPACITY WIDTH LENGTH' HEIGHT-- -WEIGHTS,,, %ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00'•, ¢8 00 29A0 387 Ibs '41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00'i 48.00 '" -29:00"'- 439;Ibs/ ",147�44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " - 48;00" '29:00"' S13 Ibs 47:44YPsf Generac 006721 16 KW 25. 00 " 48.00 " 29:00'i _448"lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00 "_ 48.00" 29.00"_ _ 455 Ibs_ . _ 47.44 Psf a Generac 005874 & 005886 17 KW 25100 ' "48 00 _„ '� 29 OQ r ""421 Ibs- i 47.44!P' _ , Generac 005875 & 005887 20 KW 25.00 " -48 OQ".,+ r29.00 '- 1 451 Ibs 5;F47:44,Psf Generac 006729 & 006730 20 KW 25.00" =48 OPI i 29.' ,516 Ibs--' ^47r.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00" 29.00" 500 Ibs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 Ibs 39.09 Psf EXP C 170 MPH & D 156 MPH GE 04038215KW 15 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00" 30.50 " 484 Ibs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 Ibs 43.83 Psf Briggs & Stratton 040243-0 10 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 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75 " 49.00 " 31.60 " 568 Ibs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75 " 49.00 " 31.60" 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 29.00 " 406 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00" 29.00 " 448 Ibs 47.44 Psf Generac.007042 & 7043 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs 47.44 Psf 50 1- -,3, 54 '. �_• GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING Q F ! _ = GENERATOR (SEE CONCRETE PAD (D SCHEDULE FOR Lu DIMENSIONS &WEIGHT _ = REQUIRED) Lc 4" � -32" WIDTH ---� �- 54" LENGTH m SIDE VIEW v 0 FRONT VIEW J R, (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 PA 3. ANCHOR TO PAD SCHEDULE: 4• SUBSTRATE DESCRIPTION CONCRETE: ( D (6PSI OR EQUIVALENT, MIN MIN.) 2-3/4" FULL EMBED O 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 r ---:--,-ANY ANY ADJACENT ANCHORS. j y S `!FOLLOW MANUFACTURER'S i --_�=-INSTALIATION,INSTRUCTIONS TO I INSTALL ANCHORS q ; �\ J { GENERATOR c ' ATTACHMENTBASE SEE'GENERATOR SPE GENERATOR 3/g" SIMPSON T1TEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/8" GALV. STEEL - \ WASHER RUBBER VIBRATION PAD - 5. 6. 7. 8. 41 TO GENERATOR 12. (SEE GENERATOR SPECS) = THICK GALVANIZED" WASHER& RUBBER - VIBRATION PAD- Z CONCRETE PAD � in t r \ �- 6,000 PSI n Ef. 'CONCRETE PAD - / X LIGHTWEIGHT CONCRETE MIX - 6,000 PSI--._, LIGHTWEIGHT MASTERFIBER MAC 100 "'CONCRETEiMIX i &ROAD MESH sj j:gt-2"-f NOTES' FOAM CORE Y.DISTANCE DEP-END-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 13. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 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 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`ASSEMBLY AS SHOWN 7! DIMENSIONS ANDlWEIGHT OF UNITS SHALL�;EONFORM'TO SPECIFICATIONS STATED. HEREIN. y,-. E UNITS MUST BE CENTERED ON PAD_WITH OP.POSITE SIDES HAVING EQUAL CLEARANCE A MINIMUM DISTANCE.FROM UNIT TO PAD EDGE IS SPECIFIED ``- X CALCULATIONS MADE USING LI'GHTWEIGHT-CONCRETE 125 PCF THE AREA UNDER CONCEREt SL-AB_ON�GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS„AND_FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. (F, RESISTANCE TO_SLIDING_OF�THE PAD ONTHE�GROUND IS NOT PART OF THIS DOCUMENT, AS -SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES _1J ELECTRICAL'GROUND, WHEN REQUIRED TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 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 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 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. 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 C_ OORDINATED BY THE PERMITTING CONTRACTOR. - - _ THIS DOCUMENT IS'GENERIC AND DOES NOT PERTAIN•TO ANY SPECIFIC PROJECT SITE..INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA ,AND MEASUREMENTS. ENGINEERING EXPRESS -SHALL NOT HEBE LD RESPONSIBLE OR LIABLE IN ANY WAY FOR -ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES ANDIOTHER DESIGN CRITERIA:�THEY'MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE -LIMITATIONS SPECIFIED HEREIN. WORK SHALLBE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO. REEVALUATE OUR WORK, UPON:DISCOVERY-OF ANY ,i INACCURATE INFORMATIONrPRIOR TO MODIFICATION OF '-- EXISTING FIELD CONDITIONS ANp,FA§RICAT,ION AND INSTALLATION OF MATERIALS. ALTERATIONS OR`ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L. BENNARDO, P.E. 1Y0 1i201 L. :GNATURE ON SHEET 1, THIS 1EET IS PART OF A DIGITALLY :GNED FILE, SHALL REMAIN IN [GITAL FORMAT, & PRINTED DPIES OF THIS DOCUMENT RE NOT CONSIDERED SIGNED ND SEALED. IF THERE IS NO [GITAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT 7NTAIN AN ENGINEER'S RIGINAL SIGNATURE & SEAL, AIS SHEET IS A COPY/DRAFT. U C) N Z It O� 11 wM-y2: wI-M4LA0 n W�R In co LLUI�MXN4k ZW O �"� mrne ILI W -z (L U ~> a w W a <<LU �o D. 4, U' K c W W O N_ ^w w u L7 H O.Z. J L9 LL 1lTW=w O w w k 0 o a z L O w [= I ^LuCi <'LLJ t LL In Y z x �� U O Lu In I- U r w In w OY '--4 o2S W w J a r, u) O W a.^ o z v � n M IT z LL a to Y Lu w 1-- m w Q O Q�'ooz Ct LL in co W o Z 0 -LL LL J6 z O o.ff. -ur O O Off' w zW o'o�Q a�w�o �Wowa oo Yw > >zcoi v,o Q y < m gzoG n w LL GE. LU ? E31;Q COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE:NTS UNLESS NOTED OFq u 0