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Home My WebLink AboutGENERATOR CONCRETE PAD- SCANNED � BY 1n GENERATOR TABLE: t GENERATOR Lu PAD THICKNESS PAD DIMENSIONS: CONCRETE GENERATOR GENERATOR UNIT BY o SEPARATE SUBMITTAL (SEE SCHEDULE FOR N MINIMUM WEIGHT REQUIRED) ISOMETRIC VIEW 54"LENGTH _ PLAN VIEW- _ CONCRETE PAD ROAD MESH-�i' J MAC100 GROUND - "1 71 a L `GENERATOR MOUNTING CONFIGURATION: GENERATOR GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF -DRILLING SCREWS ® TO GENERATOR V, _ = GENERATOR (SEE CONCRETE PAD .�. SCHEDULE FOR = I = I DIMENSIONSREQUIRED)WEIGHT 4" --32" WIDTH - - } -54" LENGTH -� SIDE VIEW FRONT VIEW (SEE AM E RICAST G R CONCRETE PAD (ON -GRADE APPLICATIONS ONLY) t F AMERICAST` ."U"IM IIV AMHRIOA." F7•DTAX420.9 2361 LICBMMdS99=S01S7 SM Pal -KM Ave, Poet:New%FL 34982 TaL M-971-1953 Fax 7724"45O9 EMIL rle�' eA.ea.tivs"m "e ehaAsdtQ901fu`.ro�ooe HVHZ OR NON-HVHZ:'- RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C D II ' C P. BEACH 150 MPH 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47T4 Psf= ,1$0 NIPH; 43.83,Psf 33.19, Psf. BROWARD 156 MPH 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf, ;180`MPN' 43:83 Psf. 53:19P.,s`f 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 I LENGTH; -__ ` - -HEIGHT `WEIGHT �. HF ALLOWABLE / PRESSURE COMMENTS Generac 005871 & 005883 10 KW 25.00 " ` 48 00 -29 00 "� 30116s/. 54.00 Psf EXP C 186 MPH & D 180 MPH Generac 005872 & 005884 14 KW 25.06 ' ; '48 00 `fj 29 00 " 439 Ibs _ 56.80 Psf UP TO EXPOSURE D 186 MPH Generac 6459, 6461, 6462 16 KW 25.06 � -48 00 J _29 00 " A13'1bs_, "-',56.80 Psf Generac 006721 16 KW 25.00 ' '48 00 ` 29 OOr 448Ibs `�56.80 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29:00:" f 455 Ibs 56.80 Psf Generac 005874 & 005886 17 KW 25 0Q- -i48 OO h i , 29 00-'I,• 42-1Ibsi+, � 56,:80•Psf Generac 005875 & 005887 20 KW 25:00 "� 148:00''� 29f00 "`r -45116sI �56 80 Psf Generac 006729 & 006730 20 KW 25.00 ff 48 00 - =29 00 rr='S16;Ibs= ` "56.80 Psf Generac 006551 & 006552 22 KW 48.00 " 29.00 " 526 Ibs 56.80 Psf Kohler 14RES & 20RES 14-20 KW 48.00 " 29.00 " 500 Ibs 56.80 Psf GE 40323GE & 40324GE 13 KW r35.00 39.40 " 39.00 " 540 Ibs 49.50 Psf EXP C 186 MPH & D 170 MPH GE 040382 15KW 15 KW 48.00 " 30.50 " 484 Ibs 56.80 Psf UP TO EXPOSURE D 186 MPH GE 040378 17KW 17 KW 48.00 " 30.50 " 4841bs 56.80 Psf 6E'40330GE & 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 MPH I Generac,007038 & 007039 20 KW 25.00 " 48.00 " 29.00" 448 Ibs 47.44 Psf an �Generac_007042 & 7043 22 KW 25.00 " 48.00 " 29.00 " 466 Ibs I. Psf WIND DESIGN REOUIREMENTS- (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014)) AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEEDS 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 ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"¢ TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED 0 CONCRETE, 3" MIN EDGE DISTANCE, 6" MIN. SPACING TO ANY ADJACENT) NOTES: 1. ANCHOR QUANTITY PER LONG SIDE 2. EMBEDMENT AND EDGE DISTANCE `AE ATTACH M E NT.BASE,? VARIES WITH-MODEL SEE'GENEAATOR SPECS %8' SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/s" GALV. STEEL - WASHER RUBBER VIBRATION PAD - WASH ER& RUBBER^ ' VIBRATION PAD` I �` .. ��' % ` CONCRETE PAD - 6,000 PSI 4 C. f LIGHTWEIGHT V* COCRETE.PAD fJ r"" CONCRETE MIX 6,000 PSI 1i. ;- . LIGHTWEIGHT MASTERFIBER MAC 100 CONCRETE MIX 1 ,L" , } j a `� & ROAD MESH FOAM CORE =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 GE DISTANCE R SCHEDULE. ACING TO ORS. RER'S .UCTIONS TO if -5 i! ; il L_... s _ ru. LANK L. BENNARDO, P.E. :# 0046549 I 02u'i3Ell'�O Iffy Eanase�o LANK L BEN U 0 N Z� o O LUf+Mmyi I-M �O C w�rr^nn LU O=LL•M RNrn . 11V, LW 11, LL X N 4k '0 �zx ZW 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED [r Q W $ w 0 0 OZ M oAZ IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 Z11' FLORIDA BUILDING CODE (5th EDITION). W W O N ^.w w v 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR CDI w - of Z 0 USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER , LL "a O SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN U) OY a = W ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC i 0 LIL. ui LOAD REQUIREMENTS AS DETERMINED IN -ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL BE -LESS THAN_OR O EQUAL TO THE DESIGN_PRESSURE-"ASD CAPACITY VALUES LISTED HEREIN FOR ANY�ASSEMBLY-AS SHOWN!. 3. DIMENSIONS ANDtWEIGHT OF UNITS' SHALL' CONFORM TO SPECIFICATIONS STATED -HEREIN _>\ 4. UNITS MUST BE CENTERED_ON PAD WITH OPPOSITE , SIDES', "''' �- Lu HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT:' : Q L�+ <- CO TO PAD EDGE IS SPECIFIED `"-_ _ ` �� r f ,, . ': O w rn 5. THE AREA UNDER CONCERE E SLAB O,N GROUND SHALL HAVE . AND MATERIALS,, ./Q�� V Lu ALL VEGETATION, STUMPS, ROOTS, FOREIGN v: � 1 g REMOVED PRIOR TO INSTALLATION`ON"COMPACTED SOIL AS _,' �--I . - .� O1' VERIFIED BY OTHERS 9 F-� r n ?�'� r�`l l i� 'tea .. 6. RESISTANCE TKO^SLIDING OF,THE-,PAD ON�THEIGROUND,ISf,NOT Q a a PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS=AND PAD wC M, O PLACEMENT VARIES: yj �(� = " v G M w 7. ELECTRICAL GROUND; ESIG WHEN REQUIRED-TO'BE-DNED & QIn INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL" ` I DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, INDEMNIFIES & SAVES HARMLESS THIS !� ? i nj et. al. ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES L(� &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,. SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT y i WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & ��// a FROM DEVIATIONS OF THIS PLAN. ii 1.% 9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULLgi RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ENSURE THAT ANY REMOVED OR ALTERED . 2 CONTRACTOR SHALL WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED j HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY n n c') =1 T t 2" 10. 11. 12 v 0 Ly in Z Mo 0.< 0 0 w Q Z w Y NF F rn W LM LL. C6 w w x w En O MM Z U CD 'T n. Z wI .� In � w Q m L7 2: QQ O LL WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS LU F `�Nr ro N5.i8 o z z WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF o O 3 0 THE INSTALLING CONTRACTOR. Y m THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF E � � g z SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. = U 5 o b Z CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL -Z o BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING 3 � 0 0 SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED o 5 5 w w BY THE PERMITTING CONTRACTOR, =---_ THIS DOCUMENT IS GENERIC AND..DOES NOT PERTAIN TO ANY U o a W c SPECIFIC PROJECT SITE,-INFORMATIOMCONTAINEDjHEREIN IS 10BASED ON CONTRACTOR=SUPPLIEDDATA AND MEASUREMENTS. ogi ENGINEERING EXPRESS SHALL NOT'BE HELD RESPONSIBLE OR a LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA Y w U OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE ¢ w z S R DESIGN FORCES AND;OTHER DESIGN CRITERIA THEY MAY S VARY SLIGHTLY, BUT MUST REMAIN -WITHIN THE LIMITATIONS VARY COPYRIGHT ENGINEERING EXPRESS® SPECIFIED HEREIN. WORK SHALCBE FIELD VERIFIED"BY 17-3961.1 OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR W,ORK'UPONIDISCOVERY-OFANYI1 j,, n'x' !-' SCALE: NITS UNLESS NOTED INACCURATE INFORMATION_PRIOR-TO_MODIFTCATION 05 of EXISTING FIELD CONDITIONS AND, FABRICATION AND �4 INSTALLATION OF MATERIALS, ALTERATION5_OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 'fl EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.