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BP-05-691Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag 305) 756.8972 BUILDING D PERMIT APPLICATION PR 5 2006 FBC 2001 BY Permit Type (circle): (Building El rical Permit No. B1'312055- toc4l Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) IASI c LLC Phone # Owner's Address 2.3 0 1-100j C b lACA City \--\0U:3 {® ®G State t-CDee 6,CA Zip 8302,0 Tenant/Lessee Name Phone # Job Address (where the work is being done) O14 5 0 2 '1/41(‘ City NTiami Shores Village . County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name °t'O' \c I-COtk Contractor's Address o � City Qualifier 6O5 P ierue Zip Architect/Engineer's Name (if applicable) -ReF, $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition GAlteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: tiD fe g tat la? 1;00.5, L 1 &uC 1 At,,o/Qtei Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Permit Fee $ 35. • CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ Total Fee Now Due $ 41 ° 00 (Continued on opposite side) Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Cdtnpany's Address City State Mortgage Lender's Name (if applicable) Zip Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'SI AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING CONSUL COMME Notice to A promise in whose prop for the firs inspection Signature CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF EMENT." plicant:• As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must ood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person rty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site inspection which occurs seven (7) days after the building permit is .issued. In the absence of such posted notice, the ill not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of who is pers 20 , by Contractor The foregoing instrument was acknowledged before me this 21 day of P.( 20o by Ceib(.os cte(,(Md_o y known to me or who has produced who is personallyyknown'E0 me or who has produced as identification and who did take an oath. NOTARY PUBL As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conuni sion Expires: * * * * * * * ** * * * * * * * * * * * * * * * ** ************************************************************ * *** (Certificate of Competency Holder) State Certili te or Registration No. Certificate of Competency No. * * * * * * * ** ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 ;-/v,oc.• Plans Examiner Engineer Zoning Issue Date: 12/28/2005 Owner's Name: MSVC LLC Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/31/2007 Permit Type: Awnings /Canopies/Tents Work Classification: New Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) AWNINGS BY JJ CORP. Phone 305/820 -9890 Primary Contractor Yes Comments: 14 COMPLETE LEAN TO AWNIHS 1 COMPLETE WALKWAY AWNING 2 COMPLETE LEAN TO ROUND FOR MAIN ENTRANCE REVISION 4/25/2006 REVISE BREEZEWAY AWNINGS Additional Information Type of Work: AWNINGS Additional Info: Classification: Commercial In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Plan Review Fee (Engineer) Revision Fee Scanning Fee Scanning Fee Technology Fee Total: Amount $16.80 $5.60 $840.00 $50.00 $35.00 $6.00 $30.00 $21.00 $1,004.40 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -691 Phone: (786)344 -8124 1132060132780 Lot: PB: Total Square Feet: 0 Total Valuation: $ 28,000.00 Required Inspections Final Final Invoice Number Amt Due ACT -12 -05 -23268 $963.40 ACT -5-06- 24673 $41.00 Total: ' MAY 02PAID C. c=,c' 1 Amt Paid $963.40 $963.40 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• COVERSHEET • • • • • •••• • •• ••• ••• ••• • • • • • • • • •• • • • • • ••• •• • •••• • • • • • • Structural Calculations for Canvas Awning • • • •' ' •' ' •' Proposed Canopy 6 IMCFERVITEI p" 2 2006 CITY COPY EW5 •• • • • •• ••• •• • Project: • • • • • • • • •• • • Miami Shores Village Center •• • • • • • ••• • • 9450 NE 2nd Avenue Miami Shores, FL 33138 R&D ENGIN€ Research & Design Engineers, Inc. Miami Shores Village Center, Proposed 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786 - 293 -1500 Fax: 786- 293 -4999 www.RnDEng.com CA# 9857 Wayne A. Sutherland, PE Structural Civil PE# 44353 7i/Oc. 1 of 9 4/18/2006 • • ••• • • • • • • • • • • • • • • • • • • DESIGN WIND LOADING FOR CANVAS AWNINe• (FREESTANDING) ASCE 7 -02 V = 90 mph 1= 0.77 • .. Z =15ft Wind Code: Wind Speed: Importance Factor Mean Roof Height: Exposure_category := "C" Kzt:= 1 Cf:= 1.2 qz := 0.00256 • Kz • Kzt • Kd • V2 • I F := gz•G•Cf Fdesign max(F, 10.psf) UPLIFT LOADING WidthuL = 15 ft Area := WidthuuLengtha Perimeter := 2•(WidthuL + LengthuL) Area w := Fdesign Perimeter LATERAL LOADING IN X DIRECTION HeightLatj = 2.5 ft ••• •• •• •• • • • • • • ••• • • • • • • • • ••• • • •• •• •• • • • • • • • • ••• • • • • ••• • • •• • •• • • • ••• • •• ••••• • • • • • • • • •• ••• • • • • • • • •• • • • •• • •• •• • •••• • • •• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• Kd = 1.0 qz = 13.55 psf F = 16.26 psf Fdesign = 16.3 psf G:= 1.0 Lengtha = 24.33 ft Area = 364.95 ft2 Perimeter = 78.66 ft w = 75 plf w := HeightLatl ' Fdesign Miami Shores Village Center, Proposed 2 of 9 w =41plf 4/18/2006 • • .•. • • • ••• • • • • • • • • • ... • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • ••• • • • • .•. CHECK MEMBERS) #3,13 - 36,45 -51 (SEE ANALYSIS PRINTOUT) SECTION PROPERTIES Nominal Diameter: ND = 1.25 in OD =1.66 in t =0.14 in ID = 1.38 in OD t = 11.86 OD3 (OD - 24)3 Z :_ 6 6 M := Fy•Z Mr =Fy•S CHECK MOMENT CAPACITY Mn F = 36 ksi I = 0.1947 in4 • • • •.. • • • • • • • • • • • • • • . • • • •• •• • • •• •..•• • •. • •• •. • • •• ••.• • • •.. • • E = 29000 ksi •• • • • •. ••• •• • • • • • • r= 0.540,. • ••• ••• S = 0.23 in3 Cross_ Sectional Area = 0.67 in2 Weight = 2.27 ft 2070 Fy ksi Z = 0.32 in3 Mp = 11.7kip•in Mr= 8.4kip•in Mp if A. 0.0207 E + 1 •Fy•S if kp OD F y t 1 0.330 E S if A, >�rS0.448. OD Fy t Moment capacity := 4 b • Mn Applied_Moment = 159 lb-ft = 57.5 8970 Fy ksi 0.448.— = 360.9 Fy (1)b:= 0.9 Mn = 0.97 kip -ft fir= 249.17 Moment capacity = 876 Ib•ft M„ := Applied_Moment•1.6 M„ = 254 lb-ft if (Moment capacity > M,, , "OK" , "NG ") = "OK" Miami Shores Village Center, Proposed 3 of 9 4/18/2006 DESIGN FOR COMPRESSION L =5.90ft _ K•L [FY �c r•c E Q :_ Fcr := 1.0 if X5Xr 0.0379-E 2 HotD) 3 Fy K:= 0.9 Xc = 1.32 2 Q 0.6584 Xc )•Fy if Xc•\ <— 1.5 0.877 2 F Y if Xclro > 1.5 xc DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive force = 696 lb Ag := Cross_Sectional Area Pu := Axial compressive force•1.6 (1)c := 0.85 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • •• • • • • r=1't06 • :::• • • • ••• • • • • • • • • • • • • • • •• • • • ••• • • • 0.114.E Al:— Xr= 91.83 Fu y •• • • • •• ••• •• • ••••••• • • ••• • • • • •• • • • • • • • • • • • • • •• • • • • • ••• •• Q =1 Fcr = 17.3ksi (i)c:= 0.85 Ag= 0.67in Pu =1.11 kip Pn := Fcr•Ag Pn = 11.55 kip Pu — 0.11 Oc.Pn :_ Pu + 8 Mu if Pu >_ 0.2 Oc'Pn 9 •b'Mn cc'Pn Pu Mu if Pu <0.2 24c'Pn 1)b'Mn Oc'Pn Miami Shores Village Center, Proposed 4 of 9 8 Mu — 0.26 9 Ob•Mn 1 = 0.35 if(I 51.0, "OK" , "NG ") = "OK" 4/18/2006 CHECK MEMBERCS) #11,43 (SEE ANALYSIS PRINTOUT) SECTION PROPERTIES Nominal Diameter. ND = 1.25 in OD= 1.66 in t =0.14 in ID = 1.38 in F = 36 ksi I = 0.1947 in4 • • . • • • • • • •• .. .. .• • • .. .. • • • • ▪ • • • • • ▪ • • • • • ••• • • • • ... • • • ••• • .. . . . . • .. • • • .. • • • • • • • • • • • • • • .. • . • . .. • •••• • • ... • • E = 29000 ksi .. • • • .. ••• •• • . • . • • • r = 0 , 5 4 0 . • • • ... ..' S = 0.23 in3 Cross_ Sectional Area = 0.67in 2 Weight = 2.27- A.:= OD X = 11.86 i�p .- 2070 �.p = 57.5 �.r:= 8970 Y Y ksi ksi Z OD3 (OD - 24)3 3 Z =0.32 in 6 6 Mp := Fy•Z Mp = 11.7kip•in Mr := Fy•S Mr= 8.4kip•in CHECK MOMENT CAPACITY Mn := Mp if A,S • 0.0207 E +1•Fy•S if XpSX. Skr OD FY • t J 0.303D0 E S if A. > 0.448. t Moment capacity:= (I)b•Mn Applied_Moment = 484 lb-ft 0.448•— = 360.9 Fy (I) b:= 0.9 Mn = 0.97 kip -ft A.r = 249.17 Moment capacity = 876 Ib•ft Mu := Applied_Moment•1.6 Mu = 774Ib•ft if(Moment capacity > Mu , "OK' , "NG ") = "OK' Miami Shores Village Center, Proposed 5 of 9 4/18/2006 • • ••• • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • •.• • • • • • • • ••• • CHECK ANCHOR BOLTS • • • • • • •• • • • • • •• Based on 3/8" Dia x 1 -1/2" embedment into concrete, USING SIMPSON S�Lt`l 6 ANGHORSS • • • ... • • • TENSION Uninfluenced Allowable Tension = 400 Ib fssi := 1.0 Load adjustment factor for Bolt Spacing foci := 1.0 Load adjustment factor for Edge Distance fcc2 := 1.0 Load adjustment factor for Edge Distance Calculate Allowable Tension Toad per bolt: Tension_allowable := Uninfluenced Allowable Tension •f681.fcc1.fcC2.1.33 Tension_allowable = 532 Ib Applied_tension = 524 Ib • •• • • • •• ••• •• • • • • • • • ;lo of• 6olia 2.. • •' • •• Amount requiredten SHEAR Applied_tension Tension_allowable ceil(Amount_requiredt8n) = 1 Uninfluenced allowable shear = 770 Ib Applied_shear = 267 Ib Fssi := 1.0 Load adjustment factor for spacing Cad := 12-in edge distance Fc1 := 1.0 Load adjustment factor for edge distance Fc2 := 1.0 Load adjustment factor for edge distance Shear allowable := Uninfluenced allowable _shear•Fss1.Fc1.Fc2.1.33 Shear allowable = 1024 Ib Applied_shear Amount requiredshear Shear allowable ceil(Amount required hear) =1 CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT I _ Applied_tension + Applied_shear Tension_allowabie•No_of bolts Shear allowable •No of bolts 1= 0.62 if (1 5 1.0 , "O.K." , "N.G. ") = "O.K." Miami Shores Village Center, Proposed 7 of 9 4/18/2006 DESIGN FOR COMPRESSION L = 3.00 ft — K_L [FY c r•n E Q :_ Fez := K := 0.9 Xc =0.67 1.0 if 0.0379.E 2 + 3 if A > �r F t OD) O := 0.85 0.114.E Q =1 Fr Q. A. 2 Q.0.658 )•Fy if Xclir) S 1.5 Fcr = 29.8ksi 0.877 F if A,c•� > 1.5 2 DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force = 524 lb Ag := Cross_Sectional Area Pu := Axial_compressive force. 1.6 Pn := Fcr•Ag Pu = 0.05 (i)c'Pn :_ Pu 8 Mu Pu if >_ 0.2 4)c'Pn 9 4 b'Mn �c'Pn Pu Mu Pu if < 0.2 24c'Pn +b'Mn (Oc'Pn 41)c := 0.85 Ag = 0.67 in2 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • •• ••• ?= ,1'x.86••':. • • . ••• • • • • • • • • • • • ••• • • • • • • • • • AT= 91.83 •• • • • •• ••• 00 • • • • • • • • • • ••• • • • • •• • • • • •• • • • • • ••• •• Pu = 0.84 kip = 19.91 kip 8 Mu — 0.79 9 4b•Mn I = 0.91 if(I <_ 1.0, "OK°, "NG ") = "OK' • Miami Shores Village Center, Proposed 6 of 9 4/18/2006 • • ••• • • •'••• •• •• • • • •• 00 • • • • • • • • • • • • • • Ill • • • • • • • • • • • • • ••• • • • • ••• CHECK ANCHOR BOLTS 379 -402 • • • • • ••• • •• ••• • • • • • • Based on 1/2" Dia x 1 -1/2" embedment into hollow block, USING HILTI 3L•IANcHORS; �•• • . s•e • • • TENSION Uninfluenced Allowable Tension = 565 Ib fss1 = 1.0 fcci := 1.0 fcc2:= 1.0 Load adjustment factor for Bolt Spacing Load adjustment factor for Edge Distance Load adjustment factor for Edge Distance •• • • • •• ••• •• • • • • • • N ..df Do :s•- • • os Calculate Allowable Tension load per bolt: Tension_allowable := Uninfluenced Allowable Tension •fssl .f 1.f.c2.1.33 Tension_allowable = 751 Ib Applied_tension = 351 Ib Amount requiredten SHEAR Applied_tension Tension_allowable Uninfluenced allowable shear = 1125 Ib Applied_shear = 630 Ib Fss1 := 1.0 Load adjustment factor for spacing Cad := 12•in edge distance Fci := 1.0 Load adjustment factor for edge distance Fc2 := 1.0 Load adjustment factor for edge distance Shear allowable := Uninfluenced allowable_shear•Fss1•Fc1 •Fc2.1.33 Applied_shear Amount requiredshear Shear allowable ceil(Amount requiredten) =1 Shear allowable = 1496 Ib ceil(Amount requiredshear) =1 CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT I _ Applied_tension + Applied_shear Tension_allowable. No of bolts Shear allowable•No of bolts I = 0.89 if(I <_ 1.0, "O.K." , "N.G. ") = "O.K." Miami Shores Village Center, Proposed 8 of 9 4/18/2006 • ••• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • . • • • • • • ••• • • • • • • CHECK WELD AT PIPE TO PLATE CONN Ctf 1 • • • ' (AT WALL) Weld size:= ? •in 16 FW := 60•ksi Applied_tension := 351 -lb • • • ••• • •. ••• ••• • • • • • • • • • •• • • • • •• NI'::y f.25-in • • • • • • • • • • • ••• • • • • •• • • • • • •• ••• •• • • • • • • • • • ••• • • • • •• Fy := 30• kip 4 := 0.75 Length_of • • • • • • in2 •• • • • • • ••• •• Weld_capacity := 0.707•Weld_size.4 •(0.6•FW) Capacity_of basemetal := 0.54•(F04 Capacity_of basemetal = 2268 Ib in Metal_capacity: = Capacity of basemetal•Length_of weld Weld Allowable_load := Weld_capacity• Length_of weld Weldcapacity = 2.4 kip in t = 0.140 in Metal_capacity = 11827.72 Ib Weld Allowable_load = 12444 Ib Alowable_load := Metal_capacity if Metal_capacity 5 Weld Allowable Toad Weld Allowable Toad otherwise Alowable load = 11828 Ib if (Applied tension > Alowable_load , "NG" ," OK") =" or Miami Shores Village Center, Proposed 9 of 9 4/18/2006 • • ••• • • • ••• •• •• • • • • • ••• •• • • • • . • • • • • • • • • COVER SHEE.`T . • • • ••• • • • • ••• Structural Analysis for Canvas Awning ••• ••• ••• ••. • OOOOO • • • •••• • • • • • • • • • • • • •• • • • • •• • • • ▪ ... • • • Project: • • • • • • Miami Shores Village•p4i4r; 9450 NE 2nd Aventlt • • • Miami Shores, FL 33138 Page 1 of 6 R&D CNGINeeriS •• ••• •• • • •• • •• • • • • • • • • ••• •• Research & Design Engineers, Inc. 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786- 293 -1500 Fax: 786 - 293 -4999 www.RnDEng.com CA# 9857 Way e A. Sutherland, PE Structural Civil PE# 44353 NODE AND BAR NUMBERS • • •• • • • • ••• .. .. • • • .. .. • • • • • • • • ▪ • • • ...... • .... • • • •.. .. • • • • • • .. • • • .. .. • .... • • Project: Miami Shores Village Center, Proposed Canopy 6B.rtd Page : 2 UPLIFT LOADING • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... • • ... • •• • ... ... . . . • •• • • • ••• • • LIM mu MAL MIL MILIL Will WM MIL IMMIL iritY4 11=1. Mil AIIK L LIM OVA. Vaa r s; 1 ,rs" 'MIS A& IMML IMM IIMMIL VIM Project: Miami Shores Village Center, Proposed Canopy 6B.rtd Page : 3 LATERAL LOADING • • •• • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• • •• • • • • • • ••• ••••• • • ••• • • • • • •••• • •• •••• ••• • • • • •• • • • •• • •• •• • ••••••• • • ,.4 • • •-• • •• • • • • ••• •• a .10 Project: Miami Shores Village Center, Proposed Canopy 6B.rtd Page : 4 Section Properties • • ••• • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • •• • •• ••• ••• •.• ••••• • • Name HY (in) HZ (in) AX (1n2) IX (in') IY (ina) IZ (1A•. • Material P 1.25 1.66 1.66 0.469 0.390 0.195 • w b. 39$ - • : $TEU:A5S - •• • • • • • •e• •• Bar Forces: MAX/MIN - Cases: 1 2 Bar FX (lb) MY (Ibft) Length (ft) Section 3 / MAX 25 244 24.33 P 1.25EP 3 /MIN -395 -104 24.33 P 1.25EP 11 / MAX 21 484 3.00 P 1.25EP 11 / MIN -524 -178 3.00 P 1.25EP 13 /MAX 157 163 3.02 P 1.25EP 13 / MIN -3 -50 3.02 P 1.25EP 18 / MAX 165 5 2.68 P 1.25EP 18 / MIN -5 -33 2.68 P 1.25EP 31 / MAX 153 392 2.33 P 1.25EP 31 / MIN -129 -44 2.33 P 1.25EP 33 / MAX 696 62 2.33 P 1.25EP 33 / MIN 89 -68 2.33 P 1.25EP 36 / MAX -271 159 2.00 P 1.25EP 36 / MIN -691 -31 2.00 P 1.25EP 43 / MAX 70 401 3.00 P 1.25EP 43 /MIN -428 -151 3.00 P 1.25EP 45 / MAX 132 138 3.02 P 1.25EP 45 /MIN -0 -84 3.02 P 1.25EP 48 / MAX 139 7 2.68 P 1.25EP 48 /MIN -4 -35 2.68 P 1.25EP 49 / MAX 586 61 2.33 P 1.25EP 49 / MIN 64 -84 2.33 P 1.25EP 51 / MAX -263 133 2.00 P 1.25EP 51 / MIN -574 -39 2.00 P 1.25EP • • Project: Miami Shores Village Center, Proposed Canopy 6B.rtd Page : 5 Reactions: Values In the coordinate system: global - Cases: 1 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • Node /Case FX (lb) FY (lb) FZ (lb) MX (Ibft) 14: •_. •KNY (Ibft) •i1MZ Aft) 23/ 1 -267 21 -524 -0 • • .0• • ••0.0•41 ::: t0l - 23/ 2 -146 -2 -50 0 . • :4): 25/ 1 267 21 -524 -0 : :0: :: _ ®.0: 25/ 2 -146 2 50 -0 � • 0.0 49/ 1 -221 -0 -428 0 -0 0.0 49/ 2 -155 -0 -12 -0 -0 0.0 51/ 1 221 -0 -428 0 0 -0 51/ 2 -155 0 12 0 0 0.0 75/ 1 -267 -21 -524 0 -0 -0 75/ 2 -146 2 -50 -0 -0 0.0 77/ 1 267 -21 -524 0 0 0.0 77/ 2 -146 -2 50 0 -0 0.0 379/ 1 0 7 -291 -0 -0 0 379/ 2 152 -0 0 -0 0 0 385/ 1 5 -14 -630 0 -0 0 385/ 2 -351 -218 -88 0 0 0 392/ 1 -5 -14 -630 -0 0 0 392/ 2 -351 218 88 -0 0 0 396/ 1 -5 14 -630 -0 0 -0 396/ 2 -351 -218 88 0 0 -0 398/ 1 5 14 -630 0 -0 0 398/ 2 -351 218 -88 -0 0 -0 402/ 1 -0 -7 -291 -0 0 -0 402/ 2 152 0 -0 0 0 -0 - • • •• • • • • • • • • • • • • • • • • • • •• Project: Miami Shores Village Center, Proposed Canopy 6B.rtd Page : 6 3/16' 1/4 "x2 "x2" STEEL PLATE TO HOLLOW BLOCK WITH (1) 3/8"X275" HILTI 1-1LC SLEEVE ANCHOR (MIN. 1 Jii" EMBED.) • • ••• • • • ••• •'• •• • • • • •• •• • ••• • ••••• • • • . .... NOTE: .• ...... .... � ALL PIPES 11% "� UNO. TYP • • • • ••• • .. • OOO• O • ••• • • . • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• .. • ....... DETAIL i4,C (TYPICA dP T4c o o R r� Pfi`OFOSED CANOPY 6 SCALE: 1/2 " =1' -0" 3/16" TYP O • O DETAIL A / (TYPICAL) /4 "x3 "x6" STEEL PLATE TO:,. CONCRETE WITH (2) '/2 "x27" SIMPSON SLEEVE ANCHORS (MIN. IV EMBED.) e7P--05-&q1 DETAIL A SCALE: 3 " =1' -0" SHORES VILLAGE CENTER E m U. 1:!1 cErn U wi °E z ' W tb z �jse ‚SI 1DETA I L, C SCALE: 3" =1' -0" NOTE: CONTRACTOR TO FIELD VEfRIFY ALL DIMENSIONS PRIOR TO FA5RICATION. °kyne , thrle cl `P o 443'3 jr VitUral.,''CTvil 12 -Apr -2006 scale: AS SHOWN Sheet: 1