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HomeMy WebLinkAboutGENERATOR CONCRETE PAD0 I \ fOTy \ \ GENERATOR ILI I PAD THICKNESS PAD DIMENSIONS: CONCRETE PAD GENERATOR GENERATOR UNIT BY o I SEPARATE SUBMITTAL (SEE SCHEDULE FOR ry I MINIMUM WEIGHT REQUIRED) !� 54" LENGTH PLAN VIEW CONCRETE ROADMESH- ASTERFIBER. MAC100 ISOMETRIC VIEW 3" MIN L4" MIN AMERICAST GENERATOR CONCRETE PAD GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) Ir9 AMER1CAST HVHZ OR NON-HVHZ RISK RISK EXPOSURE (EXP) RISK EXPOSURE EXP COUNTY I COD II C I D I III,IV C I 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 1 165 MPH 136.83 Psf 144.69 Psf 1175 MPH 141.43 Psf 150.28 Psf 1186 MPH 146.80 Psf 156.80 Psf CAPACITY WIDTH LENGTH HEIGHT WEIGHT ALLOWABLE PRESSURE COMMENTS 05883 10 KW 25.00" 48.00" 29.00" 387lbs 41.43 Psf EXP C 175 MPH&D 156 MPH 05884 14 KW 25.00" 48.00" 29.00" 439lbs 47.44 Psf EXPO186 MPH & D 156 MPH VBRANDL , 6462 16 KW 25.00" 48.00" 29.00" 513lbs 47.44 Psf 16 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf 05885 17 KW 25.00" 48.00" 29.00" 455lbs 47.44 Psf 05886 17 KW 25.00" 46.00" 29.00" 4211bs 47.44 Psf Generac 005875 & 005887 20 KW 25.00" 48.00" 29.00" 451lbs 47.44 Psf Generac 006729 & 006730 20 KW 25.00" 48.00" 29.00" 516lbs 47.44 Psf Generac 006551 & 006552 22 KW 25.00" 48.00" 29.00" 526lbs 47.44 Psf Kohler 14RES&20RES 14-20 KW 26.00" 48.00" 29.00" 500lbs 47.44 PSf GE 403236E&40324GE 13 KW 35.00" 39.40" 39.00" 540lbs 39.09 Psf EXP C 170 MPH &D 156 MPH GE 04038215KW 15 KW 33.00" 48.00" 30.50" 4841bs 43.83 PSf EXP C 180 MPH &DISE MPH GE 04037817KW 17 KW 33.00" 48.00" 30.50" 484lbs 43.83 PSf BE 40330GE & 40331GE 20 KW 33.00" 48.00" 30.50" 600lbs 43.83 Psf Briggs& Stratton 040243-0 10 KW 31.00" 32.00" 34.00" 430lbs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75 " 50.00 " 31.60 " 507lbs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75" 49.00" 31.60" 5621bs 43.83 Psf EXP C 180 MPH &D 156 MPH Briggs & Stratton 040304-1 18 KW 33.75" 49.00" 31.60" 568lbs 44.00 Psf Briggs & Stratton 040305-1 20 KW 33.75" 49.00" 31.60" 570lbs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00" 48.00" 29.00" 406lbs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 4481bs 47.44 Psf Generac 007042 A 7043 22 KW 25.00" 48.00" 29.00" 4661bs 47.44 Psf GENERATOR MOUNTING CONFIGURATION: GENERATOR ATTACHMENT BASE OR SIMPSON A24 ANGLE BRACE W/ (4) *10 SS 316 SELF -DRILLING SCREWS ©T �_ TO GENERATOR (SEE GENERATOR SPECS), GENERATOR (SEE CONCRETE PAD SCHEDULE FOR DIMENSIONS & WEIGHT REQUIRED) 4 T--32" WIDTH �54" LENGTH SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-3/8"0 TITEN HD (6D00 PSI OR EQUIVALENT, 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 ANY ADJACENT ANCHORS. S. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO INSTALL ANCHORS. GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS 31e SIMPSON TITEN NO, SEE ANCHOR SCHEDULE 2"x3"xl/R" GALV. STEEL - WASHER RUBBER VIBRATION PAD - THICK GALVANIZED WASHER& RUBBER VIBRATION PAD Z CONCRETE PAD - 6,000 PSI LIGHTWEIGHT CONCRETE PAD X CONCRETE MIX 6,000 PSI LIGHTWEIGHT \ MASTERFIBER MAC 100 & ROAD MESH CONCRETE MIX NOTES: FOAM CORE I. 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 �2"� P.E. 037rW!"L018 M. OI!BAITISTO. P.E. SIGNATURE ON SHEET 1, THIS SHEET IS PART OF DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNET AND SEALED. IF THERE IS NO WIND DESIGN REQUIREMENTS_ DIGITAL SIGNATURE ON SHEET 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEEWS ORIGINAL SIGNATURE & SFA1, (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017)) THIS SHEET IS A COPY/DRAFT. AT -GRADE SIGN METHOD rr(nT p N ULTIMATE DESIGN WIND SPEED Vult = 186 mph U NOMINAL DESIGN WIND SPEED Vasd = 144 mph RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A ® W PT n u0 F EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= /Z LL �j,- J S O w m ��rr^� LL ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR 0.85 W'VJ LL U) Ho,* W - PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2 O = Z� wW U"'zx FORCE COEFFICIENT Cf = 1.44 (7a WIND PRESSURE:Zk O=U1- OL m e44 ti,Z, P= qh G Cf = 56.80 Ib/ft2 (ASD) r N Q M w' u W W O 0, GENERAL NOTES 31 J= NWaiw 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN O W w ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE _ U SIXTH EDITION (2017). n 2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A CD BASIS IN ACCORDANCE WITH THE GOVERNING CODE. N O CD SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH O d THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE 0 DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY 119 J ASSEMBLY AS SHOWN. SMALL. 3. DIMENSIONS AND WEIGHT OF UNITS SHACONFORM TO SPECIFICATIONS K U, W STATED HEREIN. �Ln/� VQ LL 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL Q O CA CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. Ilj I'N� F- f u N U S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 FCF W W 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL " 2: W N m UU O ONN VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR _1 2 U) UU TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART THIS Q ry m Z UJ 1 NN OF DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. C O J Z G M LL 3 CC 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY 0 Y CC OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) Q w SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE .ni H m EXPRESS RESPONSIBILITY OF THE CONTRACTOR. UI 9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS < p SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, a. al, C INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES O INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL LL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT U, a m m B WHICH IS CALLED FOR BY LOCAL. STATE, & FEDERAL CODES & FROM DEVIATIONS OFTHIS PLAN. 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL O $ 0 1a RESPONSIBUM OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL CI In m ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS Z �6 g c RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE Z 0 U LLLL xis PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY ugg-_8 9 0 0 0 WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THEINSTALLING - E ZS a6E CONTRACTOR. D S S 5 K O m 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT 15 THAT OF SPECIALTY 6 x G ENGINEER AND NOTTHE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE Wqq s! WWo€ INTEGRITY OF ALL SU PPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 0 ~ 2 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC y a e o PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON Y w o S «o CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS Q y a m � � E � SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS E �' wo a OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO W M t 0 i ' ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY COPYNGHr ENGINEERING EXPRESS® SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO �����J.l - 1 1 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS SCALE: NTS UNLESS NOTED AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR OF� ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 13. AS EXPRESSLY PROVIDED HEREIN, NO ASCQ(J�LII'kF�Rf�T10N5 Cd OR AFT OR AFFIRMATIONS ARE INTENDED. ((--���(VV �I�V �C��,,// BY