HomeMy WebLinkAbout17-3961D-Generator-Single-Pad-PAD-10en 5
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PAD THICKNESS
AMERICAST GENERATOR CONCRETE PAD
COUNTY
P. BEACH BROWARD MIAMI-DADE
(ON-GRADE APPLICATIONS ONLY)
RISK I 150 MPH 156 MPH 165 MPH
� AME RI CAST www.amerl..casllog.com •�·IADE IN Al\1fERICA!.
FED TAX N 20-8.2S2J62 LICENSE "509-20050163
530) P:ilmc1.m Av�. Fort Pierce, Fl. ,14932
Te!l. 772-971-195-S Fu: 772-464-0509
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HVHZ OR NON-HVHZ EXPOSURE (EXP) RISK EXPOSURE (EXP) C D II C D 30.44 Psf 36.94 Psf 170 MPH 39.09 Psf 47.44 Psf 32.92 Psf 39.95 Psf 170 MPH 39.09 Psf 47.44 Psf 36.83 Psf 44.69 Psf 175 MPH 41.43 Psf 50.28 Psf
RISK EXPOSURE (EXP) 11I,IV C D 180 MPH 43.83 Psf 53.19 Psf 180 MPH 43.83 Psf 53.19 Psf 186 MPH 46.80 Psf 56.80 Psf ISOMETRIC VIEW
PAD DIMENSIONS:
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CONCRETE PAO� GENERATOR "" "
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I GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) I
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-------54" LENGTH-------.
PLAN VIEW
CONCRETE PAD
-----50" ---➔ +-------54"----➔
I' I' T 7
II � I I-::c l9 l9 w I I w I ::c ::c j 41I t--32" WIDTH -----t
SIDE VIEW
GENERATOR TABLE:
BRAND & MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE Generac 005871 & 005883 lOKW 25.00" 48.00" 29.00" 387 lbs 41.43 Psf Generac 005872 & 005884 14KW 25.00" 48.00" 29.00" 439Ibs 47.44 Psf Generac 6459, 6461, 6462 16KW 25.00" 48.00" 29.00" 513 lbs 47.44 Psf Generac 006721 16KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 005873 & 005885 17 KW 25.00" 48.00" 29.00" 455 lbs 47.44 Psf Generac 005874 & 005886 17 KW 25.00" 48.00" 29.00" 421 lbs 47.44 Psf Generac 005875 & 005887 20KW 25.00" 48.00" 29.00" 451 lbs 47.44 Psf Generac 006729 & 006730 20KW 25.00" 48.00" 29.00" 516 lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526 lbs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00" 48.00" 29.00" 500 lbs 47.44 Psf GE 40323GE & 40324GE 13 KW 35.00" 39.40" 39.00" 540 lbs 39.09 Psf GE 040382 15KW 15 KW 33.00" 48.00" 30.50" 484 lbs 43.83 Psf GE 040378 17KW 17 KW 33.00" 48.00" 30.50" 484 lbs 43.83 Psf GE 40330GE & 40331GE 20KW 33.00" 48.00" 30.50" 600 lbs 43.83 Psf Briggs & Stratton 040243-0 lOKW 31.00" 32.00" 34.00" 430 lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75" 50.00" 31.60" 507 lbs 41.43 Psf Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 562 lbs 43.83 Psf Briggs & Stratton 040304-1 18KW 33.75" 49.00" 31.60" 568 lbs 44.00 Psf Briggs & Stratton 040305-1 20KW 33.75" 49.00" 31.60" 570 lbs 44.00 Psf Generac 7035, 7036, 7037 16KW 25.00" 48.00" 29.00" 406 lbs 47.44 Psf Generac 007038 & 007039 20KW 25.00" 48.00" 29.00" 448 lbs 47.44 Psf Generac 007042 & 7043 22 KW 25.00" 48.00" 29.00" 466 lbs 47.44 Psf
COMMENTS EXP C 175 MPH & D 156 MPH
EXP C 186 MPH & D 156 MPH
EXP C 170 MPH & D 156 MPH
EXP C 180 MPH & D 156 MPH
EXP C 175 MPH & D 156 MPH
EXP C 180 MPH & D 156 MPH
EXP C 186 MPH & D 156 MPH
ANCHOR TO PAD SCHEDULE:
SUBSTRATE DESCRIPTION
CONCRETE: (2)-3/8"0 TITEN HD (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED rro 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 ANY ADJACENT ANCHORS. 5. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS.
GENERATOR ATTACHMENT BASE, VARIES WITH MODEL GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS
-,-
GENERATOR (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED)
I
54" LENGTH
FRONT VIEW
GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) #10 SS 316 SELF-DRILLING SCREWS TO GENERATOR (SEE GENERATOR SPECS) 7
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3/a" THICK GALVANIZED WASHER& RUBBER VIBRATION PAD
GENERATOR 3/a" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/a" GALV. STEEL WASHER RUBBER VIBRATION PAD _J----'-sc----,-,:m
CONCRETE PAD--1+-------6,000 PSI LIGHTWEIGHT CONCRETE MIX CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX MASTERFIBER MAC 100 & ROAD MESH
NOTES: 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
FOAM CORE
WIND DESIGN REQUIREMENTS_:_ (BASED ON ASC E 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 lb/ft2 FORCE COEFFICIENT Cf= 1.44 WIND PRESSURE: P = qh G Cf= 56.80 lb/ft2 (ASD)
GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE-SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WIT 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 SPECIFICATIONS STATED HEREIN. 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF 6. 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. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THI DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 8. 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. 9. 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 & DAMAGE INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THA WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 10. 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 INSTALLIN CONTRACTOR. 11. 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. 12. THIS DOCUMENT IS GENERIC ANO OOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRES SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
VALID FOR 1 PERMIT ONLY U.N.O.
NOTICE: IF THIS SHEET DOES
NOT CONTAIN AN ORIGINAL
SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON SHEET 1, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED
COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED
AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT.
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ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY T 17 -3 9 61, 1REEVALUATE OUR WORK UPON DISCOVERY OF ANY 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. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
SCALE: NTS UNLESS NOTED OF il
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