The URL can be used to link to this page

Home My WebLink AboutGENERATOR CONCRETE PAD4 M Od GENERATOR i PADTHICKNESS � \• GIJA -PPO LtrN PADDIMENSIONS: CONCRETE GENERATOR = I GENERATOR UNIT BY o SEPARATE SUBMITTAL 3 (SEE SCHEDULE FOR N I MINIMUM WEIGHT REQUIRED) Ll } 54"LENGTH PLAN VIEW AMERICAST GENERATOR- CONCRETE PAD ISOMETRIC VIEW GENERATOR TABLE: CONCRETE PAD ROAD MESH MASTERFIBER MAC100 3" MIN �4" MIN C100 GROUND-� ,isz; narz zsii: <z 50" 54" (ON -GRADE APPLICATIONSON LY) on AMERICAS►i wwwemed mono cam 'MADI9 IP7 imEa "," FEDTAX4204W2362 LICENS8959940050163 S200 P m.0 M. Pen Pitm FL 34022 T.E. 772-9714958 Fas: Tn4644W9 Final P91e.&n rNyaemn,N ehaAnd,d001fhvainn.[a HVHZ OR NON-HVHZ - - RISK EXPOSURE (EXP) RISK - EXPOSURE (EXP) RISK EXPOSURE (EXP) COUNTY I C I D II C D III, IV C 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 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Generac 005872 & 005884 14 KW 25.00 " 48.00 " 29.00 " 439 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 6459, 6461, 6462 16 KW 25.00 " 48.00 " 29.00 " 513 Ibs 47.44 Psf Generac006721 16 KW 25.00" 48.00" 29.00" 4481bs 47.44 Psf Generac 005873 & 005885 17 KW 25.00 " 48.00 " 29.00" 455 Ibs 47.44 Psf Generac 005874 & 005886 17 KW 25.00 " 48.00 " 29.00 " 421 Ibs 47.44 Psf Generac 005875 & 005887 20 KW 25.00 " 48.00 " 29.00 " 451 Ibs 47.44 Psf Generac 006729 & 006730 20 KW 25.00 " 48.00 " 29.00 " 516 Ibs 47.44 Psf Generac 006551 & 006552 22 KW 25.00 " 48.00 " 29.00 " 526 Ibs 47.44 Psf Kohler 14RES & 20RES 14-20 KW 26.00 " 48.00 " 29.00 " 500 Ibs 47.44 Psf GE 40323GE & 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 " 484 Ibs 43.83 Psf EXP C 180 MPH & D 156 MPH GE 04037817KW 17 KW 33.00 " 48.00 " 30.50 " 484 Ibs 43.83 Psf GE 40330GE & 40331GE 20 KW 33.00 " 48.00 " 30.50 " 600 lbs 43.83 Psf Briggs & Stratton 040243-0 10 KW 31.00 " 32.00 " 34.00 " 430 Ibs 43.83 Psf Briggs & Stratton 040302-2 12 KW 33.75" 50.00" 31.60 " 507 Ibs 41.43 Psf EXP C 175 MPH & D 156 MPH Briggs & Stratton 040303-1 15 KW 33.75 " 49.00 " 31.60 " 562 Ibs 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 G40305-1 20 KW 33.75 " 49.00 " 31.60 " 570 Ibs 44.00 Psf Generac 7035, 7036, 7037 16 KW 25.00 " 48.00 " 29.00" 406 Ibs 47.44 Psf EXP C 186 MPH & D 156 MPH Generac 007038 & 007039 20 KW 25.00 " 48.00 " 29.00 " 448 Ibs 47.44 Psf Generac 007042 & 7043 22 KW 25.00"' 48.00 " 29.00 " - Ibs - _ _ Psf GENERATOR MOUNTING CONFIGURATION: w GENERATOR ATTACHMENT BASE O OR SIMPSON A24 ANGLE BRACE W/ (4) #SO SS 316 SELF -DRILLING SCREWS GENERATOR (SEE GENERATOR SPECS) � i I d THICK GALVANIZED a GENERATOR WASHER& RUBBER H VIBRATION PAD m � M CRETERA^� = I SCHEDULE FOR LU DIMENSIONS & WEIGHT REQUIRED) 4" } -- 32" WIDTH -� 54" LENGTH -} SIDE VIEW FRONT VIEW GENERATOR ANCHOR TO PAD SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (2)-318" 0 TITEN HD, (6000 PSI OR EQUIVALENT, MIN.) 2-3/4" FULL EMBED O CONCRETE, T" 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 3/s" SIMPSON TITEN HD, SEE ANCHOR SCHEDULE 2"x3"x3/6" GALV. STEEL - WASHER RUBBER VIBRATION PAD - J CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE PAD J A UUIVUMLFL-M1- 7 6,000 PSI LIGHTWEIGHT MASTERFIBER MAC 100 J CONCRETE MIX & ROAD MESH NOTES: 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 �2"� RANK L. BENN" DO, P.E. E# 0046549 03L.�, Zl: ,1•8 mot. bF OIEGRD;Cp.E. PAi:N6 BF1D4.� ORDON M D RITISTv; P.6: Ia7R 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 SIGNEI WIND DESIGN REQUIREMENTS: AND SEALED, IF THERE IS NO DIGITAL SIGNATURE ON SHEET OR (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION THIS SHEET DOES NOT CONTAIN AN ENGINEER'S (2017)) ORIGINAL SIGNATURE & SEAL, THIS SHEET IS A COPY/DRAFT, AT -GRADE SIGN METHOD ULTIMATE DESIGN WIND SPEED rrnn Vult = 186 mph U 0 N IV NOMINAL DESIGN WIND SPEED Vasd = 144 mph Z .i It z RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A EXPOSURE CATEGORY ® W , 0 S = D WIND DIRECTIONALITY FACTOR Kd= r^ (- M Q Ui 0 0.85 ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT rur^^J W�-+J4WUco W YJ ti N LL• a N - UJ H qh = 77.56 _. Z W O = x Cw9 lb/ft2 ry. w W U z X FORCE COEFFICIENT Cf = 1.44 �l i i Q " g w ¢ OQ W ozz WIND PRESSURE: 0 O f��zz0 P = qh G Cf = 56.80 Ib/ft2 (ASD) z 1� X cc ++ 0 � z III w N - w LLILV V�Wq@)zV GENERAL NOTES U. L7 ,i:sw 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN W 0 W w 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 A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. CD SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH N CI v THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN "ASD" p a O PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. L (9 J 3. DIMENSIONS W AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ,1 ^ V / Q 00 C7 Y w 4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL CLEARANCE. A MINIMUM Q C) In N fn DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED. 5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF r , W *-I V (n I- lL y - 6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE OR n 0 W ALL VEGETATION, STUMPS, F-iLU CO W ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR TO INSTALLATION J a CA 0 0 ON COMPACTED SOIL AS VERIFIED BY OTHERS. 7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS d N W 1r N NO Z Q DOCUMENT.AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. e. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY G M 0 v V, O OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE to Y 0 EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 9. ENGINEER m 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 Ul Q .�- INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT LL WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. IN w a o vi o _ 10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL - . O o $ c lip RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING . MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION CI LL in OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY S L3 LLw. , o uwi WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS z w S WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. O C O O 11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT Ot-TM 3 g g ' ?2-0 ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, ENTLY THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE. b 21 K a INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL - o BE COORDINATED BY THE PERMITTING CONTRACTOR 12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC. w o y w w PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS y w v o z z G SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA y III y E OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO C z o .^- S ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY - M `" ' -BUT-MUST R MAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN, WORK SHALL BE FIELD VERFIED'8Y-OTRERSrPRiORao:C(-1NcrRUGAON__ COPYRIGHT ENGINEERING EXPRESS ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO=3 REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR SCALE: NTS UNLESS NOTED ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR OF CERTIFICATION. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS 0 OR AFFIRMATIONS ARE INTENDED.