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Home My WebLink AboutAMERICAST GENERATOR CONCRETE PAD- s9 I-XXM GEN TOADJ _140 I a Lu C PAD THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR - AMERICAST GENERATOR CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) 1 - AMERICAST ~ f - ♦ . i. { •n�wm Irr ans�Ioa:• - ,, - FIDTAX81U-82S2767 LICONse d599.300so163 SM P.Inwa Ave. Fort Pierce. FL 34982 -) f, T.L 772471-195! Far 772464 5M Em.!L•..IoRT.nec4:a.tt(nmm"reh.ee.dlaoo/aTa9�eoxon _- - !••/: '�-.,`` WIND DESIGN REQUIREMENTS1 (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 ISOMETRIC VIE, .1 E:,v USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER �a SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN ` ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC GE * /rTOR TABLE: _ LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE -LESS THAN OR - i ID NO GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 54"LENGTH PLAN VIEW CONCRETE PAD ` / - ROAD MESH I i' ~� lI MASTERFIBER j 1 3--MIN ' MAC100 + �-- 41, GROUND -M 54 HVHZ OR NON-HVHZ RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C D 11 C p +N, I (I I I I AV i, ,� �1 D P I II 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 BRAND &MODEL CAPACITY - WIDTH i-LENGTH--HEIGHT= - _ ? ; - - ( WEIGHT.• ♦1, / -ALLOWABLE f"PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25 00 ".: --48:00."' 29:00 " ` 30-Ibs i 54.00 Psf EXP C 186 MPH & D 180 MPH Generac 005872 & 005884 14 KW 25.06 " '; 48 00'' , 1 29 00 " 439.Ib' -�, 56.80 Psf UP TO EXPOSURE D 186 MPH Generac 6459, 6461, 6462 16 KW 25 00 " ', - 48 00" . 29 00 ",.: ''` %513•Ibs., ':56.80 Psf Generac 006721 16 KW 25.00 " -48 00 '�- 29 66_. 448 Ibs- ` ~ 56.80 Psf Generac 005873 & 005885 17 KW 25.001, 48.00 " 29:b0•---" '455 Ibs 56.80 Psf Generac 005874 & 005886 17 KW 25c00;�, a48:00 d - 29;00"r, =421-Ibs? x., 56:80Tsf Generac 005875 & 005887 20 KW 25.00+"'`!, 8.00'i'll 29�00"j -451 1b5s° `56:80°Psf Generac 006729 & 006730 20 KW 25.00'4- =48'00 5i6t, Ib`s- 56.80 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 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 Ibs 49.50 Psf EXP C 186 MPH & D 170 MPH GE 040382 15KW 15 KW 33.00 " 48.00 " 30.50 " 484 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH GE 040378 17KW 17 KW 33.00 " 48.00 8 00 30.50 " 484 Ibs 56.80 Psf GEr40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 Ibs 56.80 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 56.80 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507 Ibs 54.00 Psf EXP C 186 MPH & D 180 MPH Briggs &Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 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 Ibs 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 MP_H. _ Generac.007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf 'denefac`Q07042 & 7043 22 KW 25.00 " 48.00" 29.00 " 466 Ibs 47.44 Psf EQUAL TO THE DESIGN-PRESSURE"'ASD" CAPACITY VALUES LISTED HEREIN FOR ANY--ASSEMBLY.AS:SHOWN DOF jf''• ` 3. DIMENSIONS ANPWEIGHT UNITS SHALL'GONF,ORM TO ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN: \ r. 4. UNITS MUST BE CENTERED OU'PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT SUBSTRATE I DESCRIPTION CONCRETE: ()- HD (6000 PSI EQUIVALENT,TITEN MIN.) 2-3/4" FULL EMBED O CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT ANCHOR. TO PAD EDGE IS SPECIFIED --'- J `. 5. THE AREA UNDER CONCERETE.SLAB ON`.GROUND SHAL H LAVE ALL VEGETATION, STUMPS, ROOTS AND, FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATIOWdD -COMPACTED SOIL AS VERIFIED BY OTHERS 6. RESISTANCE TO SLIDINGr O�F3T1: HE'PAa D��ON +TqHEy GROUND,IS?-NuO°T PART OF THIS'OOCUMENTASOIL,CAACTE+RISTICS ANDRPA,Da PLACEMENT VARIESr+ 7. ELECTRICAL GROUND -,WHEN REQUIRED, TO"BE'DESIGNED & INSTALLED BY OTHERS ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. 2._ EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL / EXCLUDES FINISHES _IF DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY APPLICABLE. `" 7 _ �,- CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS - 3 ENSURE MINIMUM ,.EDGE DISTANCE I ENGINEER FOR ALL COST &DA AGES INCLUDING LEGAL FEES = AS'INOTED•IN,ANCHOIiSCHEDULE. I `•ENSURE;MINIMUM & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, ' 4.-_ SPACING TO -` - ANY ADJACENT ANCHORS. SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT 5 )FOLLOW MANUFACTURER'S WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & -! --INSTALLATION SNSTRUCTIONS TO FROM DEVIATIONS OF THIS PLAN. _ �< —-INSTALL ANCHORS.,., '. 9• 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 (`"a j j = ♦ _'r ' " HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS lv a� Y_ '�iJl RGm ,t-_� f r� IY AI fACHMENY .BASE, �. Z ..� R WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF .r VARIES WITH M SPECS ;'---; THE INSTALLING CONTRACTOR. GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS' -' 10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF GENERATOR 3/8' SIMPSON TIfEN HD, SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE CONSEQUENTLY, THE ARCHITECT/ENGINEER OF -RECORD SHALL OR SIMPSON A24 ANGLE BRACE 2"x3"x3/e" GALV. STEEL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING W/ (4) #10 SS 316 SELF -DRILLING WASHER SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED SCREWS _ RUBBER VIBRATION PAD BY THE PERMITTING CONTRACTOR,' _1 ITJ ® __TO GENERATOR 11. THIS DOCUMENT IS GENERIC AND_DOES NOT PERTAIWTO ANY (SEE GENERATOR SPECS) SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS ! I ♦ f '` BASED ON CONTRACTOR=SUPPLIED-DATA AND MEASUREMENTS. 3/6" THICK GALVANIZED / T WASHER& RUBBER- \ ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR F- F GENERATOR i /- 7 LIABLE IN ANY WAY FOR -ERRONEOUS OR INACCURATE DATA _ = SEE CONCRETE PAD VIBRATION PAD' Ii ♦,. L M ( ) / j! CONCRETE PAD f 1 OR MEASUREMENTS DIMENSIONS ARE SHOWN TO`ILLUSTRATE w w SCHEDULE FOR I ` _ f ♦ \. 6,000 PSI A I - DESIGN FORCES ANDI OTHER- DE3I6N CRITERIA'fTHEY' MAY _ = DIMENSIONS &WEIGHT i f LL__ . • LIGHTWEIGHT /11 VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS REQUIRED) ,_�' X CONCRETE MIX /i//i//ii/j%�/ji//i CONCRETE PAD, 1' / SPECIFIED HEREIN. WORK -SHALL BE.FIELD VERIFIED BY 6,000PSI-• v•�'' �/ /j/�j//jii ji//ji// OTHERS PRIOR TO CONSTRUCTION. -ENGINEERING EXPRESS 4: LIGHTWEIGHT 1 MASTERFIBER MAC 100 �j/��/! //��i/�i% SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO CONCRETE'MIX s if�- "-�?'- ti & ROAD MESH / j/!j///j%/ j%/ j/ REEVALUATE OUR WORK°UPONIDISCOVERYYQE;ANY;}:,\ 2 INACCURATE INFORMATION PRIOR TO MODIFICATION OF, }- } NOTES 1 /i tr�} FOAM CORE EXISTING FIELD CONDITIONS ANDrFABRICATION AND: 32" WIDTH -54" LENGTH -1,_ Y'DISTANCE DEPEND.OWGENERATOR BASE LENGTH, NO LESS THAN 2% INSTALLATION OF MATERIALS ALTERATIONS OR ADDITIONS SIDE VIEW 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN OUR CERTIFICATION. ANCHOR REQUIREMENTS 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. JK L. BENNARDO, P.E. 0046549 201 L. BENNARDO, P.E. U O N O Z O p W M m V f M In Ili +~i � In O I^ W M IL Lf) �" " x In u ZW 11_ O j :c 2IXL = a LL>QLL�IS wa d'=mZ'o ta jWW0_1_ UWWULU � LL V) W axw / k Q w w J (%) a IL GD Q/ 0 w rn 1v-1 W n QaoY W M � L0 ry C" o G M Q N MC Q 0 L9 w Z w Y F ry N lL M LL 06 w w 00 2 N 0 f1 Z U � a z w O ~ m L9 2: QQ 0 LL F N W v "Lu i5 O O O �3g�d u"1 "� w o X _ U m w ov �F U Wo � uuu�� Ni F 03 pow Z 00 og5 W.. N 0 ozrc ? z U o ¢ w ME�zoG " W O t='d3aa COPYRIGHT ENGINEERING EXPRESS 17-3961.1 SCALE: NTS UNLESS NOTE OF T