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1273 NE 95 St (7)'Inspection Number: INSP -18614 Inspection Date: 05/31/2006 Inspector: Devaney, Michael Owner: WALKER, J NEAL Job Address: 1273 95 Street NE Project: <NONE> Tuesday, May 30, 2006 Miami Shores Village, FL 33138- Contractor: STRATEGIC ENERGY EFFICIENCY ASSOCIATES, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 0 I ►t Block: Permit Number: EL -3-06 -523 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Generator Phone Number (305)758 -2026 Parcel Number 1132060144010 Lot: Phone: 305 -406 -9455 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments r ____ Page 2 of 2 Designl.wis Project Name: Pascale • Location: 1605 SW 17th Ave., Ft. Lauderdale By: BV Start Date: 10/1/2005 Comments: • • 4100 • • • 000 0 0 00 • • • 0 41 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 41 4141 41 41 41 41 414141 • 414141 4141 • • 4141 • • • • 00 • • • • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • 414141 41 • 4141 4141 • 4141 4141 • 41414141414141 to the beat d our knowledge Ito Ore tra speoficatleas ,o ff hid+ ire appkatAti !titanium Wading coati irgcmcvm gt 3.1 2 B Y: ELrCo- .6a3 • BabaVergheSe, p•• Florida Registrar IWO Florida CA *5364 Pascale Local Information Terrain Exposure: C Basic Wind Speed: 140 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. • • ••• :•••: : • Qctybet 1; 2005 • •. • • • • • • • ••• ••• • • •• • • • • • •• •1• • 1••1 •••••l • • • • • • • • • •••• • • • 1••• • • • • •• • • • •• ••• • • • • • • • • • •• • • • ••••• Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1;,.." Pascale Y' • Chimney, Tank,. or Similar Structu�:� •� • • ••• .... • • • • • • • •••• • . •••• •. • • • • Structure Category: 11 Structure Dimensions Shape: Square Minimum Width: 6.0 ft Height: 2.5 ft • .• • ••• • • • • • • . • • • • : Ctdfober '� 20A5 • ••• • • • a •• • • • •• • •• •• • • • • • • • • ••••••• • Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 Pascale MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction Normal to Face lz (ft) I q (psf) I G I Cf I Af (sgft) I Force (Ibf) 0.0 - 2.5 38.3 0.91 1.30 15.00 679.6 • • • •• •• • • • • • • • • ••• •• • • • • •• • • • ••• • • . • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • •• •• t\ • • • • • •• • • •• •• • • c ctpber 2, 2005 • • • • Wind Loads on Structures Copyright © 2000 SDG, Inc. Page ' tee NOY ABTECH ENGINEERING INC. consulting structural engineers 1133 South University Drive, Suite 210 Fort Lauderdale, FL 33324 Tel: (954) 472 -6050 Fax: (954) 475 -0007 Project: Pascale Residence 1605 SW 17th Avenue, Fort Lauderdale , FL 33312 Generator Weight Generator Height Column Height Moment Mx = 1000x6.0x12 = 2 x4 x1000 Allowable Fy = Sxx Req'd 9.00 19 Provide Aluminum Angle L3x3x1/4 Sx Provided =0.577 in > 0.45 In Hence O.K b) Check for Post Load Provide Aluminum Angle L3x3x1/4, Area provided A =1.44 Fa Hence O.K 0.25 = 1.44 998. ibs = 3' -3" 2' -1" 9.00 kip -In 19 ksi 0.47 in 3 P = 250 Ibs Say 1.0 kip Conservatively,Assume that the Toad is distributed to the two longer members. a) Check for Beam 0.17 ksi < 19 ksl • • •.• . • • ••• PROJECT: I I;es J ce . • JOB No:- W221 •:?aqe • ice`•• . SUBJECT:- Generator Frame BY:- BV_ pATE: • • CHKD BY:;By .• . DATE:. 1Q- 0$ -$5_•_ . - • • • . • • • • • • • •�• • • •• • • • • • • .• • • • •• • 000 • • • • • • • ••• •• • PROJECT: l!'ascile itessd4nde • JOB No:- C� -229 •: •Pegc • • ••• ABTECH ENGINEERING INC. SUBJSCT:- Generator ovarturnlna consulting structural engineers DATE - BY:- BV • 1133 South University Drive, Suite 210 • Fort Lauderdale, FL 33324 CHKD BY:.$V - QATe- 1Q -a3- . Tel: (954) 472 -6050 Fax: (954) 475 -0007 • • • • • - - - - • • • • • • • • • • ••• • • • Project: Pascale Residence 1605 SW 17th Avenue, Fort Lauderdale, FL 33312 c) Check for overturning Capacity Total Maximum wind force on Generator } [See page 4 of the calculation] Centroid of the force ( height above grade) Weight of Unit Taking moment along one comer: } 680 x 3.33 + 1000 x 1.25 - 2 xPx 2.5 = 0 = 680 Ibf =3.33ft = 1000 Ibs Solving For P = 703 Ibs One 5/8" dia expansion anchor w/ 2 -3/4" embedment has an allowable capacity of 1600 Ibs » 703 Ibs. O.K •• • • • •. ... •• • • • • • • • • • .. • • • • • •.• •• . . • • • .... - --- •. - - - - -- ___ -- - - - I • . .. .. • t 6 / 0 // • • • • • .' • • • • • • . . A L L3x3x4 (fY Ta \I /Ey%) EACiLE METAL FABRICATOR, INC. JOB WA LME 430D S.W 59th Ave. /2 73 ,VE FORT LAUDERDALE, FL 33314 LOCATtoN 4f /4H/ -$WDR.4S) 53/3$ Phone (5 583 -8353 • Fax 533- _cusTOM : W7 oR LE114 - 7r' 1 E A/Egvi-To2 wear» � E / i og 6er = a v EA/ I Aro,e.tk/J= ro45 5 1 Ot, w& .4.Nc 40 A L T 5 TE 07 - ,4'L 4L. 2 5,5x3x¢ (rye) • gE/vE,e, TOQ 5'flP °,eT icR of / E' DATz FI K i i/ LL Vagos DRAWN BY j JOPt # 19-3 29 No. / a . f fir— FRCC • PRODUCTS - FEATHERLITE GENERATOR PADS- Enginieihig 2a1cu]gtipns fad )Vtnd Laods 1010 Seminole Drive - Suite # 410 — Fort Lauderdale, FL 33304 — (954) 294 -5957 • • • • TYPE OF PRECAST PAD HERCULETE LIGHTWEIGH CONCRETE or FIBERLITE LIGHTWEIGHT CONCRE I b SHOP MOUNTED PADS All anchors must be set 4" MINIMUM from the edge of the pad All Anchors to be (4) 3/8" Diameter Galvanized Grade 2 bolts with Galvanized Heavy Fender Washers on the Bottom of the pad Testing with TRU -FAST PT -2000 pull tester yielded a minimum of 1,000 lbs. of usable resistance per bolt allowable @ 4" cc clearance to pad edge with no defects to pads @ 1,000 lbs of pull. These anchor Locations must be factory predrilled to assure minimum clearance. FIBERLITE PAD CONFIGURATIONS & WEIGHTS FRCC GEN 1 36" x 48" x 4" = 200 LBS WEIGHT CGEN2 4: "x64 "x6" = 5: . GHT FRCC GEN 3 FRCC GEN 5 1i x•48"x6 128"x48"x6" = 1067 LBS WEIGHT FORMULA(S) TO CHECK STABILITY: DT>U DT = GEN. WEIGHT + PAD WEIGHT UPLIFT : U = -51.9 psf X GEN. TOP AREA GURDIAN GEN 1 4389 28.5 48 OVERTURNNING : M o = 43.9 psf ( A/C wall Area) ( Lever Arm) MR = DT ( Lever Arm ) GENERATOR Pad MODEL H " MANFACTURE Required # • • ••• • • • ••• • • • ILLMAN ENGINEE � NGx• • ••.. ..••. Main Office - 2437 S.E. 10th Court - Pompano Beach, Florida -33062 954 -782 -1486 Fax 954 -784 -0825 E- Mail — contactus @hillmanen inee • o CONSTRUCTIOR cousin,TART. CLAIMS aNOZ RING & FORENSICS. ACCXD Rm(�BI ION, C NB. SIB i BILDIRO Dam= 4456 F.S. MR /Mo D" 28.5 WEIGHT Lbs. 450 470 • • • • • • • • 1 VINO 1, 3AD psf LESS THAN • • 1$'HEIt HT "C" EXPOSURE •• • • • • • ••• 149mph uplift =-42.0 psf 146 mph wall = 35.6 psf TOP AREA WALL AREA WALL AREA I s.f. s.f. . s.f. 950 5.64 9.50 FIELD MOUNTED PADS See attached mounting details with hardware supplied as part of pad manufacture. DT U. REMARKS Lbs. Lbs. 650 493.1 OK 670 4152 OK Mo MR F.S. REMARKS Max. 335.3 1300 3.88 OK 477 975 2.30 OK 234.5 1340 .5.71 OK 477 1005 2.11 OK 4390 GEN 2 4722 40" 68 30 • 4724 4726 5054 36" 73" 30" 5053 5040 GEN 3 5028 38" 72" 30" 5211 36" 71" 30" 5031 38" 72" 30" 5213 36" 71" 30" 5030 38" 72" 30" 4988 42.25" 76" 33.50" 5219 45.1" 76.8" 33.5" 4992 42.25" 76" 33.50" 5221 45.1" 76.8" 33.5" 4917 42.25" 76" 33.50" 5220 45.1" 76.8" 33.5" 5012 42.25" 76" 33.50" 487 687 415.2 OK 234.5 1374 586 OK • • ••• • • • •.• •• •• • • • •• •• • 477- 1030.5 2.16 OK • • • • • • • • ••• • • • •960 • • • • 1x1.17 • • • • 8.33 18.89 1498 735.4 OK 673.8 1347.5 2.0 OK • 1522.6 3995 2.62 OK • 97Q. • • • • • • • • 1508 735.4 OK 673.8 3016 4.48 OK • • • • • • • • • • • • 1 522.6 4911 2.63 OK • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • . 100 • • •. • • . 1548 735.4 OK 673.8 3096 4.59 OK 1522.6 4118 2.70 OK KC • • • •.15.24•• •• • • • • • • • • • • • • • • • • • •1 ®24 • • • • • ••• •• 1098 1400 1658 1314 1300 • Better bi Design 7.50 18.25 1561 789 OK 554 3122 5.64 OK 1348 4152 3.08 OK 1562 789 OK 554 3124 5.64 OK 1348 4155 3.08 OK 1636 789 OK 554 3272 6.01 OK 1348 4352 3.23 OK 942 15.00 7.92 19.00 1642 778.5 OK 637.4 3284 5.15 OK 1529.2 5747 2.15 OK 701 14.79 7.50 17.75 1401 767.6 OK 576.2 2802 4.86 OK 1363.6 4903.5 2.05 OK 998 15.00 7.92 19.00 1698 778.5 OK 637.4 3396 5.33 OK 1529.2 5943 2.22 OK 970 14.79 7.50 17.75 1670 767.6 OK 576.2 3340 5.80 OK 1363.6 5845 2.45 OK 923 15.00 7.92 19.00 1623 778.5 OK 637.4 3246 5.09 OK 1529.2 5680.5 2.12 OK 1350 17.68 9.83 22.30 2050 917.6 OK 867.6 4100 4.73 OK 1968.1 7175 2.08 OK 1431 17.87 10.49 24.05 2131 927.5 OK 980.5 4262 4.35 OK 2248.0 7458.5 1.90 OK 17.68 9.83 22.30 2100 917.6 OK 867.6 4200 4.84 OK 1968.1 7350 2.13 OK 17.87 10.49 24.05 2358 927.5 OK 980.5 4716 4.81 OK 2248.0 8253 2.10 OK 1250 17.68 9.83 22.30 1950 917.6 OK 8 900 41.9508 OK 1968.1 67.6 3 6825 OK 17.87 10.49 24.05 2014 927.5 OK 980.5 0 7049 4028 41.11 1.79 OK OK 17.68 9.83 22.30 1838 917.6 OK 867,6 4000 4.61 OK 5222 45.1" 76.8" . 33.5" 5210 36" 71" 29.5" QT150 Juen O. amtrztzz 42501 Srd 7 S : :4 a tnn; FP, X3133 PE 01837 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 4 • . i . • • • ••• • • • • ••• 776 14.55 • ••• ••• • • • • • • •• • • • • s . -- y- -• • • • • • • • • • 5212 36" 71" 29.5" •�p4 ? • 4.55 • � • • � • 7.38 GEN 4 QT55 47.9" 96.5" 36.8" 197.3. • • • .24/.66 • • • • • 12.24 32.10 2673 ' 1279.9 OK • . • • • • • • •• • • • • • • • QT705 47.8" 88.6" 335" 21,8§ • • • :021 : • • • • • 10.42 29.41 2885 1069.8 OK QT7OL 47.9" 96.5" 36.8" 2185 24.66 12.24 32.10 2885 12799 OK QT100 54.8" 115.2" 36.8" 2705 29.44 14.00 43.84 3405 1527.9 OK QT130 2873 3573 1527.9 OK 2666 3733 1527.5 OK Better le Design 4 968.1 7000 2.03 OK 10.49 24.05 2241 927.5 OK 980.5 4482 4.57 OK 2248.0 7843.5 .. _ I.99. OK • • 7.38 17.75 1476 755.1 OK 567.0 2952 5.21 OK • 1363.6 5166 2.16 OK 17.75 1745 755.1 OK 567.0 3491: 1363.6 6107.5 2.56 1206.9 5346.0 4.43 OK 3164.8 11805.8 1.69 OK 1094.3 5770.0 5.27 OK 2894.2 12742.2 1.99 OK 1206.9 5770.0 4.78 OK 3164.8 12742.2 1.82 OK 1557.5 6810.0 4.37 OK 4875.6 18159.9 1.40 OK 1557.5 7146.0 4.59 OK 4875.6 19055.9 1.47 OK 1557.5 7466.0 4.79 OK 4875.6 19909.2 1.53 OK O PAD & BOLT LAYOUT eCALE. 14y • P-0. O PAD & BOLT SECTION VIEW WALE, WP • P-0 • ••• • • • •• • `Juan O. Starzatm 12581 S'',fld 8:SMat CYJ, kseti, FL 33183 PE 37 • • ••• • • FR:p : •• • • • • ••• • • • • • • • • • • • • • •• • NEAD0J1 ORM riot vIDRATICN •.• ••• • • •• • • • • • • • • • • • • • • • • • •••• • • • • • • •• ••• •• OOOOO • • • • .,. • •• • • • p ••••• • 4• MU TO PAD EDGE • .• NE IR4TO PAD *3 GALVA 4r= LAO DOLT amE OR E % TX ADM ANCNDR A O CONNECTION DETAIL eCALZ O. • P -- A 33•1446• PAD O PAD & BOLT SECTION VIEW !CAM NP • P-0. O CONNECTION DETAIL 20`X46• PAD ' 32%4O. PAD WALE. 6• • P-0' REVISIONS SIN A -1 BY DRAWN R. BENSON CHECKED H. HLLLMAH DATE NOV -15-05 SCALE AS SHOWN JOB H0. 5851 -05 SHEET 1 OF 3 ELECTRICAL NOTES: FPL OH Service • (Existing) 200 Amp Meter Can 200 A 3 — #2/0 CU THWN — 1 - #4CUTHWN In 2" PVC Conduit • • ••• • • • ••• JOHN NEAL WAL) EK, ;127.1 'p5;STREET, MIAMI SHORES, FL 33138 • :.:: RESIDENCE • ••• ••• • • • . • • • • • • • • • • • • • • •..• •. • • • • ••• (Nett) ;•; 200 /l i Auto Xfer Switch % 0 • •• •• ••.. • •• .. •. •• • •• ••• •• •.... (Existing) • •.•• • • • • ••• •• 3 — #3 THWN CU 1 - #8 THWN CU , In 2" Conduit / / 1. All electrical work shall be in accordance with the National Electrical Code and all applicable local codes. 2. Coordinate electrical service w/ Florida Power and Light Company. 3. All electrical work shall be performed by a licensed electrical contractor. Substitute materials, equipment or methods shall not be made without approval of the engineer. 200 Amp Panel \\ 3 — #2/0 CU THWN 1 - #4 CU THWN In 2" PVC Conduit 25 kW Guardian Elite p Generator V 2P -125 Amp MCB Pre -Cast Slab 48" x 84" x 6" (See Attached Spec.) Note: This is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1 &2 Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 Project:: Walker (Generator) Prepared By: Juan O. Gonzalez Date: February 10, 2005 Page: 1 of 3 Proposed gas meter / a:• •: tom =4a (see permit PL 206309). Proposed 200 Amp Auto Transfer Switch Meter Can Combo Proposed 25 kW Guardian Elite Generator AMP110. GC 12561 S N 78 Surat Mari, FL 33183 PE # 18937 (k,(1,2 /9--/(04 10' i., 14.75' • JOHN NEAL WALKER, :iZf3 NEJ�:�TREET, MIAMI SHORES, FL 33138 : • :. : :RESIfIENCE _._ _ . _.._...... __..._ ..._ -.. • - --- - - / } • wire • /7 r c : • • • • . • • . • /c2t' /77@'2 4 i OQ •• • • • •• ••• •• ed' , D4 (V/1 • :!?vs ,(/2/ 77- b � v •• C tri -3a�• a �o. Propoi;e{1 UG•gis=in$ • (Length = 15 - 3/4 feet). Existing 200 amp breaker panel (inside garage) • J7 ELECTRICAL NOTES: 1. Proposed 25 kW Emergency Generator, Guardian Elite. (See attached specification Model # 05212). 2. Install new 200 amp Automatic Transfer Switch, Model # 04635 (see attached spec 200A STD). 3. Generator to be fueled by Natural Gas. (See plumbing permit PL 206319) 4. Generator dimensions: 71" X 29.5" X 36 ". 5. Generator to be screened by shrubs and not visible from street. 6. Anchor generator to pre -cast slab 48" x 84" x 6" (See attached spec FRCC GEN #3). 7. Generator to be installed on 24" stand (see attached spec.). 8. Generator setback to adjacent property is 10 feet. 9. Generator exhaust to be located a minimum of 10 feet from all window and door openings. 10. All electrical work shall be in accordance with the National Electrical Code and all applicable local codes. 11. All electrical work shall be performed by a licensed electrical contractor. 12. Substitute materials, equipment or methods shall not be made without approval of the engineer. If the use of a substitute requires any change in work, the necessity for such change will be brought to the attention of the engineer. 13. This is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1&2 Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 Project: Walker (Generator) Prepared By: Juan O. Gonzalez Date: Feb. 10, 2006, Rev. Mar. 8, 2006 Page: 2 of 3 ELECTRICAL NOTES: FPL OH Service (Existing) 200 Amp Meter Can 200 A 3 — #2/0 CU THWN _ 1 - #4 CU THWN In 2" PVC Conduit Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 • • ••• • • • ... .. a . •• •. • . • . . . . . • . . JOHN NEAL:WALIER; 1273 NE 95 STREET, MIAMI SHORES, FL 33138 RESIDENCE • . .. ... • • •• . . • • • • ..... • . .. . . . • . ... • • • ... • • . • •• ••• .. • • . . • . .. ro . . . . . . . ....... 200 Amp Auto Xfer Switch 0 3 — #3 THWN CU 1 - #8 THWN CU , In 2" Conduit i i 1. All electrical work shall be in accordance with the National Electrical Code and all applicable local codes. 2. Coordinate electrical service w/ Florida Power and Light Company. 3. All electrical work shall be performed by a licensed electrical contractor. Substitute materials, equipment or methods shall not be made without approval of the engineer. (Existing) 200 Amp Panel 3 — #2/0 CU THWN 1 - #4 CU THWN In 2" PVC Conduit Project:: Walker (Generator) Prepared By: Juan O. Gonzalez Date: February 10, 2005 Page: 1 of 3 25 kW Guardian Elite n Generator 2P -125 Amp MCB Jinn 0. tom 1! 12581 SW776 2't Miemi, FL 33183 PE 0 18937 Pre -Cast Slab 48" x 84" x 6" (See Attached Spec.) Note: This is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1 &2 a ° . a a ' 4 - .. e d • • E • • • • ,d d 4 T T 1__ � a •• • -~ • • -• • •• • •• • • ° .° e • d 30••46• PAD O PAD & BOLT LAYOUT SCALE, I- ' • P-0r O PAD & BOLT SECTION VIEW _ ALE, wr • Pte' 00•is4b PAD • • • .... � �CC RATOR FAD #3 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • I.; • • R Ju O: ?08 i2581 1 S151/ 7 Mimi, FL 33183 PEA 10$3 • • • • 32•448P PAD •• • • • •• • A Zi O CONNECTION DETAIL ALE, •• • r-0• O PAD & BOLT SECTION VIEW eCJU. 14? • r4 O CONNECTION DETAIL ecru, •• • r-e• REVISIONS 'DRAWN. R. 8&' SON *ECM) H. HUMAN DATE NOV-1 5-05 SCALE AS SHOWN JOB No 5051 SIEr 1r1, BY Q O O W O � cu, o Z J W 0 < O W 0 SOW Z j W • W 5 x co • _ LL re w 00 A -1 SHEET 1 OF 3 • • ••. • • :•••: • • • •• • • • . • I21R1D.lEeT• P Residence • 30$ 12°: : 05:221 Page ABTECH ENGINEERING INC. SUBJECT:- Generator Frame consulting structural eng4ne•$;s •.6Y : - BV DATE: - 1133 South University Drive, Suite 210 Fort Lauderdale; 38324 . CHIiD BY: �¢V_" DATE:- 10-03-05 Tel: (954) 472 -6050 Fax: (954y )b07 • . . • Project: Pascale Residence 1605 SW 17th Avenue, Fort Lauderdale , FL 33312 Generator Weight = 998. Ibs Say 1.0 kip Generator Height = 3'4" Column Height = 2' -1" Conservatively,Assume that the load is distributed to the two longer members. a) Check for Beam Moment Mx = 1000x6.0x12 = 9.00 kip -in 2 x4 x1000 Allowable Fy = 19 ksl Sxx Req'd 9.00 0.47 in 3 19 Provide Aluminum Angle L3x3x1/4 Sx Provided =0.577 In > 0.45 In Hence O.K b). Check for Post • Load Provide Aluminum Angle L3x3x1/4, Area provided A =1.44 Fa Hence O.K 0.25 = 1.44 P = 250 Ibs 0.17 ksi < 19 ksi • • ... • . .. . • • • • • . .. ••• ••' t , .. .. :. „ •.. . . • • PROyEC'�: P @scale Residence • • A A IF ABTECH ENGINEERING • INC S UBJE -; t e ne Page 6 consulting structural en sneers SUBJECT: - Generator ATE: Overturning $ „�Y:- BV DATE: - 1133 South University Drive, Suite 210 • Fort Lauderdaiel, 1 L 3332j1 :F o i Col P Y�= 8\L DATE: 10 - - Tei: (954) 472 -6050 Fax: (954) 475-()07 • • Project: • •• • • • ••• •• • • • • • •• • •• Pascale Residence • ..... • 1605 SW 17th Avenue, Fort Lauderdale, FL 33312 c) Check for overturning Capacity Total Maximum wind force on Generator } [See page 4 of the calculation] Centroid of the force ( height above grade) Weight of Unit Taking moment along one comer: } 680x 3.33 + 1000 x 1.25 -2 xPx 2.5 = 0 = 680 Ibf = 3.33 ft = 1000 Ibs Solving For P = 703 Ibs One 5/8" dia expansion anchor w/ 2 -3/4" embedment has an allowable capacity of 1600 Ibs » 703 Ibs. O.K Designl.wls • • ... • • , ', •• • • • • . • . ., • ... • • • ... • • • • • • • • ••• • • • • • • .. • . • • • • • • • • . • • . . • • • • ' • • • . Project Name: Pascale • ▪ • : ••• :• -.. • - - . • • • • .. . . • . • ... ..' Location: 1605 SW 17th Ave., Ft. Lauderdale By: BV Start Date: 10/1/2005 Comments: To the best our the ° a ' . , Baba °lane Florida RegIstratioh #38860 Florida CA #5364 7 Pascale Local Information Terrain Exposure: C Basic Wind Speed: 140 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures Copyright © 2000 SDG, Inc. • • •.. • • • ••.•• • • ••••• • •• • • • • • • • • • • ••• • • • • ••a.• • • ••• ••. • • • • •. • . • ..• •. • • • • • • • • • • • • • • .. • • • ... • • • • • • • • • • • • • • • • • • ••. • •• • • • ••.•• • • • • • • • . •• • . • I\ October 1, 2005 Page y Pascale • • •.. • • :•. • •• • • • .. • • • .•. ••••••• • • • ... • • • • 000 • • • : • Chimney, Tank,. or Sim11ar' :St�rtcture. • . ... •.• Structure Category: 11 Structure Dimensions Shape: Square Minimum Width: 6.0 ft Height: 2.5 ft Wind Loads on Structures Copyright © 2000 SDG, Inc. ••• : : .•. :•• ... • ... . . . . • • • • •• .• • • October 1, 2005 • - wo Page 3 Pascale • • ••• - • • • •• •• • • • •• •• • • • • • • •••••• • • • • • • • • • • • • • • • • - • • MWFRS Net Pressure$': •• •':� ••:. :•: •• • •• • • • • This data was calculated using the building of all heights m Wind Direction Normal to Face z (ft) � q (psf) G I Cf I Af (sqft) ( Force Obf) • • • • . • • • • • ••• 0.0 - 2.5 38.3 0.91 1.30 15.00 679.6 • •• • • ••• • • • • • • • • • • October 1, 2005 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page ' ter N " N • • •1 AL L3x3x4 (rYP.) Top vi E v.) Ar ( oNE al2ACE C EGA S /oE) ELE V4Ti EAGLE METAL FABRICATORS, INC 4300 S.W 59th Ave. FORT LAUDERDALE, FL 33314 Phone (954) 583 -8353 • Fax 583 -0025 AL Fi 1i 6"4") JOB iNA L KEfc R/2 73 ,/ LOCATION 4114■1/ CUSTOMER 3)(3x4 (TYf) E6S/OEA/GE 9ssj, SkoR4S FL 3313$ ST2� TEG /C ..SNERG $.4 . ... . . . ... 717 E"l�l:i ?� �' .0 NBC 7'N 7/11 E Niek,i forz vii/23t# 2 .q ErtJERRreiR. h�Z•; ,�F, • $� SE o 7 ► SOPPo,e f f Rs} M E DA- r. 9/2.8/as JOB 4 59-321 No. / Fir-Mat. -Ai L L. DRAWN BY ft/ • Proposed gas meter (see permit PL 206309) Proposed 200 Amp Auto Transfer Switch Meter Can Combo Proposed 25 kW Guardian 4 '� Elite Generator Juan Gramegaz 12581 x!`9 SM Mani, FL 33183 LPE # 18937 3 wiree .N. • :. 7:x:7. • l ^' �', o &Q .•• •• 01)1‘.15 • • . dr o4wsedJJG gas line. :; (L engt h = 15 - 3/4 feet). ,g 1 % eV sii/ZS 14.75' JOHN Ntra: VVAL,KErc, p 273 NE 95 STREET, MIAMI SHORES, FL 33138 RESIDENCE GfJ�r d /.h 7V'er77 e'.' %r ,c v c ' . O' • • 2-575..• �►:!�P, s ,(M / 0 V 4c? - .� ... �� +'Y Existing 200 amp breaker panel (inside garage) o. ELECTRICAL NOTES: 1. Proposed 25 kW Emergency Generator, Guardian Elite. (See attached specification Model # 05212). 2. Install new 200 amp Automatic Transfer Switch, Model # 04635 (see attached spec 200A STD). 3. Generator to be fueled by Natural Gas. (See plumbing permit PL 206319) 4. Generator dimensions: 71" X 29.5" X 36 ". 5. Generator to be screened by shrubs and not visible from street. 6. Anchor generator to pre -cast slab 48" x 84" x 6" (See attached spec FRCC GEN #3). 7. Generator to be installed on 24" stand (see attached spec.). 8. Generator setback to adjacent property is 10 feet. 9. Generator exhaust to be located a minimum of 10 feet from all window and door openings. 10. All electrical work shall be in accordance with the National Electrical Code and all applicable local codes. 11. All electrical work shall be performed by a licensed electrical contractor. 12. Substitute materials, equipment or methods shall not be made without approval of the engineer. If the use of a substitute requires any change in work, the necessity for such change will be brought to the attention of the engineer. 13. This is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1 &2 Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 Project: Walker (Generator) Prepared By: Juan O. Gonzalez Date: Feb. 10, 2006, Rev. Mar. 8, 2006 Page: 2 of 3 FRCC PRO 1010 Semin FIBERLITE LIGHTWEIGHT CONCRETE FRCC GEN 5 • • • •�•I�i,11�AN ENGiIV�ERi1�TG, INC. FORMULA(S) TO CHECK STABILITY: Dr >U Main Offioe - 3437 S.E.10tlt oM L - PbhIpatlo Be",h, Florida 33062 9�4 X181- 1496 a 9$4- 784 -0825 F : ' • ' ebghte� g • • � � � C�� � : � rin .com .•CLAIXS. ENGINEER . � '� ' :. - .• _ .. +IIRUICIaI. INSPECTIONS, SITE & BUILDING DESIGNS All anchors must be set 4" MINIMUM from the edge of the pad All Anchors to be (4) 3/8" Diameter Galvanized Grade 2 bolts with Galvanized Heavy Fender Washers on the Bottom of the pad Testing with TRU -FAST PT -2000 pull tester yielded a minimum of 1,000 lbs. of usable resistance per bolt allowable @ 4" cc clearance to pad edge with no defects to pads @ 1,000 lbs of pull. These anchor Locations must be factory predrilled to assure minimum clearance. FIBERLITE PAD CONFIGURATIONS & WEIGHTS FRCC GEN 1 _36" x 48" x 4" = 200 LBS WEIGHT GEN 48" x64 "x6" = J'RCC GEN 3 48" x 84" x 6" = 700 LBS WEIG C 128"x48"x6" = 1067 LBS WEIGHT DT = GEN. WEIGHT + PAD WEIGHT UPLIFT : U = -51.9 psf X GEN. TOP AREA TE GENERA ort Lauderdal .T SHOP MOUNTED PADS rkr OVERTURNNING : M o = 43.9 psf (A/C wall Area) ( Lever Arm) F. S. = M R/ M o MR =DT (Lever Arm) GENERATOR Pad MODEL . H " W ' D " MANFACTURE Required # GURDIAN GEN 1 4389 28.5 48 28.5 4456 WEIGHT Lbs. 450 470 eering Calculations for Wind Laods .294 -557 • • • • r-, • •• • TOP AREA s.f. WIND LOAD psf LESS THAN 15' HEIGHT "C" EXPOSURE 146 mph uplift = -42.0 psf 146 mph wall = 35.6 psf 9.50 5.64 9.50 Better bt Design WALL AREA i WALL AREA I s.f. s.f. FIELD MOUNTED PADS See attached mounting details with hardware supplied as part of pad manufacture. DT U REMARKS Lbs. Lbs. 650 493.1 OK 670 415.2 OK MO MR F.S. REMARKS Max. 335.3 1300 3.88 OK 477 975 2.30 OK 234.5 1340 5.71 OK 477 1005 2.11 OK ICEMAN ENG�ITEE�; =INC. Main Office - 2437 S.E. 10th Court - Pompano Beach, Florida 33062 954- 7824486 Fax 954 -784 -0825 E- Mail —con cipsOhjll namen CONSTRUCTION CONSULTANT. clangs, BNOIIQSSRINO & PORBNO , 3OCiDBYI mosses ON, .33TSPBCTIONS, BITE & BUILDU Q DESIGNS FRCC PRODUCTS - FEATHERLITE GENERATOR PA S' Igili'eept gilgplations for Wind Laods 1010 Seminole Drive - Suite # 410 — Fort Lauderdale, FL 33304 — 054) 294 -5957 TYPE OF PRECAST PAD HERCULETE LIGHTWEIGH CONCRETE or FIBERLITE LIGHTWEIGHT CONCRETE SHOP MOUNTED PADS All anchors must be set 4" MINIMUM from the edge of the pad All Anchors to be (4) 3/8" Diameter Galvanized Grade 2 bolts with Galvanized Heavy Fender Washers on the Bottom of the pad Testing with TRU -FAST PT -2000 pull tester yielded a minimum of 1,000 lbs. of usable resistance per bolt allowable @ 4" cc clearance to pad edge with no defects to pads @ 1,000 lbs of pull. These anchor Locations must be factory predrilled to assure minimum clearance. FIBERLITE PAD CONFIGURATIONS & WEIGHTS FRCC GEN 1 36" x 48" x4 "- - = 200 LBS WEIGHT FRCC GEN 2 48 "x64" x 6" = 538 LBS WEIGHT CC GEN 3 48" x 84" x 6" = 700 LBS WEIG FRCCGEN5 128"x48"x6" FORMULA(S) TO CHECK STABILITY: DT >U Dr = GEN. WEIGHT + PAD WEIGHT UPLIFT : U = -51.9 psf R GEN. TOP AREA OVERTURNNING : M o = 43.9 psf (A/C wall Area) ( Lever Arm) F. S. = MR/MO MR =DT ( Lever Arm ) GENERATOR Pad MODEL H " W " D " MANFACTURE Required # GURDIAN GEN 1 4389 28.5 48 28.5 4456 BS WEIGFIT = 1067 LBS WEIGHT WEIGHT Lbs. 450 470 TOP AREA s f. WIND LOAD psf LESS THAN 15' HEIGHT "C" EXPOSURE 146 mph uplift = -42.0 psf 146 mph wall = 35.6 psf WALL AREA WALL AREA 2 s.f. s.f. 950 5.64 9.50 FIELD MOUNTED PADS See attached mounting details with hardware supplied as part of pad manufacture. DT U. REMARKS Lbs. Lbs. 650 493.1 OK 670 4152 OK imps,.; Mo MR F.S. REMARKS Max. 335.3 1300 3.88 OK 477 975 2.30 OK 234.5 1340 5.71 OK 477 1005 2.11 OK • • • • • • • • • • ... • • • • ... 4390 487 687 415.2 OK 234.5 1374 5.86 OK • ••• •.• • • •• 477- 1030.5 2.16 OK • • • • •. • • • GEN 2 4722 40" 68 30 . • . • • • • • .960 • • :.• 14.17 8.33 18.89 1498 735.4 OK 673.8 1347.5 2.0 OK • • • • . . • • • . • .. • • • . • . • . 1522.6 3995 2.62 OK 4724 970 1508 735.4 OK 673.8 30-16 4.48 OK • • • • • .. .. • .. 1522.6 4911 2.63 OK • • • • • 4726 • W18 • 1548 735.4 OK 673.8 3096 4.59 OK •• • • • • • ••• • 1522.6 4118 2.70 OK 5054 36" 73" 30" 1023 15.21 7.50 18.25 1561 ` 789 OK 554 3122 5.64 OK 1348 4152 3.08 OK 5053 1024 1562 789 OK 554 3124 5.64 OK 1348 4155 3.08 OK 5040 1098 1636 789 OK 554 3272 6.01 OK 1348 4352 3.23 OK GEN 3 5028 38" 72" 30" 942 15.00 7.92 19.00 1642 778.5 OK 637.4 3284 5.15 OK 1529.2 5747 2.15 OK 5211 36" 71" 30" 701 14.79 7.50 17.75 1401 767.6 OK 576.2 2802 4.86 OK 1363.6 4903.5 2.05 OK 5031 38" 72" 30" 998 15.00 7.92 19.00 1698 778.5 OK 637.4 3396 5.33 OK 1529.2 5943 2.22 OK 5213 36" 71" 30" 970 14.79 7.50 17.75 1670 767.6 OK 576.2 3340 5.80 OK 1363.6 5845 2.45 OK 5030 38" 72" 30" 923 15.00 7.92 19.00 1623 778.5 OK 637.4 3246 5.09 OK 1529.2 5680.5 2.12 OK 4988 4225" 76" 33.50" 1350 17.68 9.83 22.30 2050 917.6 OK 867.6 4100 4.73 OK 1968.1 7175 2.08 OK 5219 45.1" 76.8" 33.5" 1431 .17.87 10.49 2405 2131 927.5 OK 980.5 4262. 4.35 OK 2248.0 7458.5 1.90 OK 4992 42.25" 76" 33.50" 1400 17.68 9.83 2230 2100 917.6 OK 867.6 4200 4.84 OK 1968.1 7350 2.13 OK 5221 45.1" 76.8" 33.5" 1658 17.87 10.49 24.05 2358 927.5 OK 980.5 4716 4.81 OK 2248.0 8253 2.10 OK 4917 42.25" 76" 33.50" 1250 17.68 9.83 2230 1950 917.6 OK 867.6 3900 450 OK 1968.1 6825 1.98 OK 5220 45.1" 76.8" 33.5" 1314 17.87 10.49 24.05 2014 927.5 OK 980.5 4028 4.11 OK 2248:0 7049 1.79 OK 5012 42.25" 76" 33.50" 1300 17.68 9.83 22.30 1838 917.6 OK 8676 4000 461 OK Better Ili Design Juan O. G 12581 SW78 8trezt Fent, FL33183 APE # 18937 5222 . 45.1" 76.8" 5210 36" 71" 29.5" 5212 36" 71" 29.5" GEN 4 QT55 47.9" 96.5" 36.8" QT705 47.8" 88.6" 33.5" QT7OL 47.9" 96.5" 36.8" QT100 54.8" 115.2" 36.8" QT130 QT150 • .•. •.. • • •• 33.5" • • • • - • . 11 ;541. • • • • 17.87 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • 776 • ••• • • • • • • 1973 2185 2185 2705 2873 2666 14.55 14.55 24.66 20.61 24.66 29.44 Better l3' Design 10.49 24.05 7.38 17.75 1476 755.1 OK 7.38 17.75 1745 755.1 OK 12.24 32.10 _ 2673 1279.9 OK 10.42 29.41 2885 1069.8 OK 12.24 32.10 2885 1279.9 OK 14.00 43.84 3405 1527.9 OK 3573 1527.9 OK 3733 1527.5 OK 4968.1 7000 2.03 OK 2241 927.5 OK 980.5 4482 4.57 OK 2248.0 7843.5 . ___1.99 OK 567.0 2952 5.21 OK 1363.6 5166 2.16 OK 567.0 349D 6.16 OK 1363.6 6107.5 2.56 1206.9 5346.0 4.43 OK 3164.8 11805.8 1.69 OK 1094.3 5770.0 5.27 OK 2894.2 12742.2 1.99 OK 1206.9 5770.0 4.78 OK 3164.8 12742.2 1.82 OK 1557.5 6810.0 4.37 OK 4875.6 18159.9 1.40 OK 1557.5 7146.0 4.59 OK 4875.6 19055.9 1.47 OK 1557.5 7466.0 4.79 4-875.6 19909.2 1.53 OK OK