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Home My WebLink AboutGENERATOR CONCRETE PADu Lu f L AMERICAST GENERATOR CONCRETE PAD GENERATOR 01 C � +I> 'i AD.DIMEN! -d4 IT 6 CONCRETE PAD GENERATOR - Q � J �7 } 90"LENGTH --} PLAN VIEW 2" MIN 2" MINy--i f -4S" TYP. 41- TYP. ISOMETRIC VIEW GENERATOR TABLE: (ON -GRADE APPLICATIONS ONLY) Amr=ptiC '1S -NAOK IN A tznl(EA!' FI:O iA% A I1 Pk-. e34..2 01 Al T.;. m�I•�ose F.masaosoo ' HVHZ OR NON-HVHZ RISK j EXPOSURE RISK I EXPOSURE RISK EXPOSURE COUNTY IT C D 11 ) C D 111,IV C. D P. BEACH 150 MPH 32.43 Psf 39.33 Psf 170 MPH 41.6S Psf 50.55 Psf 180 MPH 46.70 Psf 56.67 Psf BROWARD 156 MPH 35,08 Psi 42,57 Psf 170 MPH d1.65 Psf 50.55 Psf 180 MPH 46.70 Psf S6.fi7 Psi MIAMI-DADE 16S MPH 39.24 PSI 47.62 Psf 175 MPH 44.14 PSI 53.57 PSI 186 MPH 49.86 Psf 60.52 Pst BRAND MODELS CAPACITY LENGTH WIDTH HT WEIGHT ' ALLOWABLE PRESSURE ( COMMENTS QTC2224ANAX 22KW 62.2 in 29.0 in �33.5In 843Ib 60.52 PSI RGO22 / RG02224ANAX 22KW 62.2 in 30.6 in 1n '905lb 60.S2 Psf RG025 / RGO251SA ALUM 25KW 62.2 e� in 38.6 In 7771b ; 60.52 PSI RGO25 / RG02515S STL 1 _ 25KW 62.21n 1n 38.6In I 8651b 60.52 Psf ;Psf ; RG027/RG02724ANAX I 27KW 62.2 In �30.61n 38.6N 9401b 60.52 PsfRG030 / RG03015ANAXALUM 30KW 62.2 In 1n 38.6 in 807 lb 60.52 Psf - RG030 / RGO301SANSXSTL - - 30KW - - - 62.2 1n - 30.6 In 38.61n -.- 895.Ib-, 60.52 Psi . w RG032 / RG3224ANAX� 32KW 76.8 in 35.0 in 46.1 in 1225 Ib 60.52 Psi UP TO EXPOSURE RG036/ RG03624ANAXALUM I 36KW 1 76.6 In 35.0 in 46.1 in 120216 I 60.52 Psf i . D 286MPH C7 1 RGO36 / RG03624AN5X STL 36KW I 76.6 in 35.0In 46.1 In IZ55 Ib i 60.52 Psf RG038/ RG3824ANAX 38KW 76.8 in 35.0In 46.1 in 12351b 60.52 Psf RGO45 / RG45ZANA(C)IX) ALUM / RG452ANS(C)IX) STL 45KW 1 45KW _ 76.8 in 76.5In 35.0 In 1 35.0 In 46.1 in 46.1 In 12601b 13131b 60.52 Psf I 60.52 Psf j_RG04S RGO48 RG4854ANA(C)(X) _ 48KW 76.5In 1 35.0 in 46.11n 1SS51b 60.S2 Psf RGO6O/ALUM 60KW 76.8n 3S.0 in 46.1 In 14221b 60.S2 Psf RGO60/STEEL I 6OKW 76.8 in I 35.DIn 461 In 15391b An..7 Psf GENERATOR MOUNTING CONFIGURATION: 4" MIN GENERATOR ATTACHMENT BASE - , OR SIMPSON A24 ANGLE BRACE W/ (4) AIO SS 316 SELF -DRILLING SCREWS TO GENERATOR (SEE GENERATOR SPECS) o h I I I I GENERATOR _ I EDULE FOR _I (SEE DIMENSIONS & WEIGHT E PAD RREQUIRED) n I - I g }---47" WIDTH---; T45" LENGTH -45" LENGTH--f SIDE VIEW FRONT VIEW %- THICK GALVANIZED WASHER & RUBBER CONCRETE PAD 6,000 PSI LIGHTWEIGHT CONCRETE MIX GENERATOR \I 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 - WA HEIGT H - AT GROUND GUST EFFECT FACTOR - 0.85 PRESSURE AT HEIGT H qh - 77.56 Ib/R2 FORCE COEFFICIENT Cf - 1.53 WIND PRESSURE: P qh G Cf - 60.52 Ib/ft2 (ASD) GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 20 14 FLORIDA BUILDING CODE (Sth EDITION). 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. SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 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 ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN. PA D AD WITH OPPOSITE SIDES 4. UNITS MUST BE CENTERED O HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT SUBSTRATE DESCRIPTION TO PAD EDGE IS SPECIFIED. S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE (4)-3/8"O-TITEN HD OR EQUIVALENT, 2- ALL VEGETATION, STUMPS, ROOTS, AND FOREIGNMATERIALS CONCRETE: FULL EMBED TO REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS (600D PSI MIN.) CONCRETE, 3- MIN. VERIFIED BY OTHERS. EDGE DISTANCE, 6- MIN. SPACING TO 6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD - _ ANY ADIACENT ANCHOR. _PLACEMENT VARIES. 7. ELECTRICAL GROUND, WHEN' REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS, ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER NOTES: MANUFACTURER ECOMMENDATIONS AND ARE THE EXPRESS 1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR. 2. EMBEDMENT AND EDGE DISTANCE e. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL EXCLUDES FINISHES, IF DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY APPLICABLE. 3. ENSURE MINIMUM EDGESCHEDULE. CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ANSUR NOTED IN ANCHOR SCHEDULE. ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES 4. ENSURE MINIMUM SPACING TO &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, ANY ADJACENT ANCHORS. SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT 5. FOLLOW MANUFACTURER'S WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & INSTALLATION INSTRUCTIONS TO FROM DEVIATIONS OF THIS PLAN. INSTALL ANCHORS. 9. WATER -TIGHTNESS OF EXISTING FINISHES SMALL BE THE FULL GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GENERATOR SPECS i SIMPSON TITEN MD, SEE ANCHOR SCHEDULE 2"%3"%0/e- GALSTEEL W ' WASHER \\\\\\ RUBBER VIBRATION PAD -� - I CONCRETE PAD J 6,000 PSI LIGHTWEIGHT CONCRETE MIX NOTES: 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2" OR ANCHOR REQUIREMENT. 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN ANCHOR REQUIREMENTS MASTERFIBER MAC 100 & ROAD MESH FOAM CORE 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 INSTALLING CONTRACTOR. 10. 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. ' 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ry ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR INACCURATE DATA `r OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS y SHALL. BE NOTIFIED AND GIVEN AN OPPORTUNITY TO t- 2" REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION -Or MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 22. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. W L BENNARDO, P.1 0046549 L co N oe ~ Q 1 � w ® M. � F W[!) -in , Z Lu -3M ,B W V Z 1W NU WONW � W W .-1 0 Q co ,Q W n N W R Lu . �33 MC LL V 4 y N m 91 O N {�r �i s C7 � iy3T Ltil E Y �i g Q I 1 17-3961