The URL can be used to link to this page

Home My WebLink AboutEngineeringAMERICAST GENERATOR CONCRETE PAD \ � r5l tl I � fOTy GENERATOR PAD THICKNESS PAD DIMENSIONS: CONCRErE PAD GENERATOR - ISOMETRIC VIEW GENERATOR TABLE: i GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) �- 54" LENGTH PLAN VIEW CONCRETE PAD ROAD MESH MASTERFIBER 3 MIN MAC100 t4' MIN GROUNDS (ON -GRADE APPLICATIONS ONLY) on AMERICAST `#w.M INMffi 1JsB hSD TNI P 111.Bf A LIMB m3pp1ppf01® 31N M47 Ara Pon Rmw,Pl EbIZ rrt TnanaPn e.: na..lmfasoo scall: BRAND &MODEL CAPACITY HVHZ OR NON-HVHZ ' LENGTH RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE(EXP) COUNTY I C D II C D III, IV IC 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 BRAND &MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 48.00" 29.00 " 387 lbs 54.00 Psf EXP C 186 MPH & D 180 MPH Generac 005872 & 005884 14 KW 25.00 48.00" 29.00' 439 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH Generac 6459, 6461, 6462 16 KW 25.00 48.00" 29.00' 513 lbs 56.80 Psf Generac 006721 16 KW 25.00 48.00 "` 29.00 448 Ibs 56.80 Psf Generac 005873&005885 17 KW 25.00 48.00" 29.00" 455 Ibs 56.80 Psf Generac 005874 & 005886 17 KW 25,00 .48.00" 29.00" 421 Ibs 56.80 Psf Generac 005875&005887 20 KW 25.00 48.00" 29.00" 451 Ibs 56.80 Psf Generac 006729&006730 20 KW 25.00 48.00" 29.00" 516 lbs 56.80 Psf Generac 006551 & 006552 22 KW 25.00 48.00" 29.00" 526 Es 56.80 Psf Kohler 14RES & 20RES 14-20 KW 26.00" 48.00" 29.00" 500 Ibs; 56.80 Psf GE 40323GE & 40324GE 13 KW 35.00 " 39.40 " 39.00 " 540 lbs 49.50 Psf EXP C 186 MPH & D 170 MPH GE 040382 15K 15 KW 33.00" 48.00" 30.50" 494 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH GE 040378 17K 17 KW 33.00 48.00" 30.50" 484 Its 56.80 Psf BE 40330GE St 40331GE 20 KW 33.00 48.00" 30.50" 600 lbs 56.80 PSI Briggs & Stratton 040243-0 10 KW 31.00 32.00 " 34.00" 430 Ibs 56.80 Psf Briggs & Stratton 040302-2 12 KW 33.7 5 50.00 " 31.6011 507 lbs 54.00 Psf EXP C 186 MPH & D 180 MPH Briggs & Stratton 040303-1 15 KW 33.75 49.00" 31.60" 562 lbs 56.80 Psf UP TO EXPOSURE D 186 MPH Briggs & Stratton 040304-1 18 KW 33.75 49.00" 31.60" 568 Ibs; 56.80 Psf Briggs & Stratton 040305-1 20 KW 33.75 49.00" 31.60" 570 lbs 56.80 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 406 Ibs 47.44 Psf EXP C 186 MPH & D 170 MPH Generac 007038 & 007039 20 KW 25.00" 48.00" 29.00" 448 Its 47.44 Psf Generac 007042&7043 22 KW 25.00" 48.00" 29.00" 466 Ibs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: WIND DESIGN REOUIREMENTS (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014)) 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 2014 FLORIDA BUILDING CODE ( 5th EDITION). 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 ASSEMBLY AS SHOWN. 3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED Lu d N 0 CONCRETE, 3" MIN m EDGE DISTANCE, 6" C O MIN. SPACING TO ANY Q ADJACENT ANCHOR. NOTES: 1. ANCHOR 2. EMBEDM EXCLUDE APPLICA 3. ENSURE AS NOTE ANY ADJACE 5 FOLLOW MA INSTALLATD INSTALL AN GENERATOR ATTACHMENT BASE,: VARIES WITH MODEL SEE GENERATOR SPECS GENERATOR %" SIMPSON TITEN HD, GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE OR SIMPSON A24 ANGLE BRACE 2"X3"xYs" GAIN. STEEL - W/ (4) #10 SS 316 SELF -DRILLING WASHER RARUBBER VIBRATION PAD TO GENETOR - T_ F_ F �GENE^'•` (SEE GENERATOR SP ECS) IT HICK GALVANIZE BE (SEE CONCRETE PAD 3/P TW VIBRATION S PA U \ / % ` CONCRETE PADLD L SCHEDULE FOR 6,000 PSI 2 =DIMENSIONS &WEIGHT LIGHTWEIGHT REQUIRED)X CONCRETE MIX %! CONCRETE PAD yi- PSI 4" LIGHTWEIGHT \ MASTERFIBER MAC 100 =L CONCRETE. MIX & ROAD MESH i i NOTES S FOAM CORE - 32" WIDTH 54" LENGTH 1. V DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2". 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS \NTITY PER LONG SIDE AND EDGE DISTANCE NISHES, IF [MUM EDGE DISTANCE I ANCHOR SCHEDULE. [MUM SPACING TO VT ANCHORS. IUFACTURERS N INSTRUCTIONS TO HORS( HAVING EQUAL CLEARANCE. A. MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS 6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND ISNOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 7. 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. B. 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. 9. WATERTIGHTNESS 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. 10. 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 11. 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 BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA M OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY /�1 a VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIEDBY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY �2" INACCURATE 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. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. P.E. BENNARDO, P.E. 00N Z 07 � ®r^ WMmu� VJ FMw�� w Wrr1 UPJ �KU� u1 LnaMm ZW 0y =O�zar Q �><LLaw< Ot D]ZZZ a oG�W wWWU O y J W O W AOZ 3W vwZ U)W M.z kDb -1 w 0 VI QLL Q O W cD O U k w M Q O Lu d N 0 W K J ❑ m _ C O y Q M w W W 2 O M Z U z W - ^ W F �� t7 Q❑ y��I �V. K IL Ifo m [ is rf P C g3 O J UP "moi w 1 17-3961.1 1 G 0 m io c Z 000 p=aHp OS�<a "moi w H.E C 0 €4 1 17-3961.1 1 G 0