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ACT-07-2000
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/26/2007 Inspector: Grande, Claudio Owner: GONZALEZ GARCIA, ADOLFO Job Address: 262 93 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MIAMI AWNING CO Permit Type: Awnings /Canopies /Tents Inspection Type: Final Work Classification: New Block: Phone Number (305)206 -0463 Parcel Number 1132060133500 Lot: Phone: (305)576 -2029 Building Department Comments INSTALL FABRIC CANOPY AT REAR PATIO AND RECOVER FABRIC ON EXISTING AWNING FRAME LOCATED AT FRONT ENTRY (NORTH ELEVATION) DOOR ® ®1 DEt c4 6L Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-62635. Awning at rear has been installed without a foundation inspection. No permit on the job available for inspection. 12/4/07 CG � l f-ar-A-0-- - 2----- _, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, December 20, 2007 Page 2 of 2 R&D eNG1N€E! RESEARCH AND DESIGN ENGINEERS 13400 SW 134th Ave, Unit C1, Miami, FL 33186 t: 786- 293 -1500 f: 786- 293 -4999 December 6, 2007 Miami Shores Village 10050 NE 2 Ave Miami Shores, FL. 33138 Re: Awning at 262 NE 93 Street Permit #: ACT -9 -07 -2000. Dear Building Official: This letter is to inform you that, based on the attached photographs, the size of the excavation for the footings at the address referenced above are in accordance with the permit drawings. Please feel free to contact me if you have any questions or need additional information. Wayne Sutherland, P.E. Lic. No. FL PE44353 Ted Linze From: Sent: To: Attachments: 13053451589@tmomail.net Friday, November 30, 2007 3:08 PM Ted Linze tmobilespace.gif; dottedline600.gif; 30- 11- 07_1054.jpg; dottedline350.gif; tmobilelogo.gif Ted Linze From: Sent: To: Attachments: 13053451589 @tmomail.net Friday, November 30, 2007 3:06 PM Ted Linze tmobilespace.gif; dottedline600.gif; 30- 11- 07_1056.jpg; dottedline350.gif; tmobilelogo.gif Ted Linze Fromm: Sent: To: Attachments: 13053451 588 oiinet Friday, November 30, 2007 10:55 AM Ted Linze bnubi|espaoa.gi[dothed|ineGOO.gUf;3O'11-U7_1U52jp0;dotbad|ine3SU.gif;bnobi|elogo.8if Ted Linze From: Sent: To: Attachments: 13053451589@tmomail.net Friday, November 30, 2007 10:53 AM Ted Linze tmobilespace.gif; dottedline600.gif; 30- 11- 07_1050.jpg; dottedline350.gif; tmobilelogo.gif Ted Linze From: Sent: To: Attachments: 13053451589@tmomail.net Friday, November 30, 2007 2:05 PM Ted Linze tmobilespace.gif; dottedline600.gif; 30- 11- 07_1402.jpg; dottedline350.gif; tmobilelogo.gif Ted Linze From: Sent: To: Attachments: 13053451589@tmomail.net Friday, November 30, 2007 2:03 PM Ted Linze tmobilespace.gif; dottedline600.gif; 30- 11- 07_1401.jpg; dottedline350.gif; tmobilelogo.gif 4-1e1Qt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BALDING PERMIT APPLICATION FBC 2004 Permit Type (circle): F@MEWM La CEP 2 5 2001. Permit No. ICT O 1"2I. Master Permit No. �,� Roofing Owner's Name (Fee Simple Titleholder) &Oo LIP ®C20+4,2t 1_ET. 6m. Phone # Owner's Address 2 & .. _ 1 5 51 City e4, 1-.4 e 8--to 5 State �- �. , Zip '3 i Se) Tenant/Lessee Name Phone # Job Address (where the work is being done) P F, p,,, 9A' do City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # j � d 2.0 el -0 t - .550a Is Building Historically Designated YES NO Contractor's Company Name NiX/ »Q co . Phone # 366 - -SI Contractor's Address 3, Y City M 1,414.41 State FL Zip 142, Qualifier Name (l C HA EL t E ( 1.1.4 Phone # State Certificate or Registration No. Architec Certificate of Competency No. 1'71 Vito Name Af applicable) WA-/ 141F, A,- `J 1 bf E. ol.9 Phone # '7' -a4 5 > 15 co Value of Work For this Permit $ 2 Square / Linear Footage Of Work: (4 Type of Work: ❑Addition ❑Alteration 'JNew Describe Work: ALL cA: j Pl le_, C,A_r & k1 �•czije� FRON.i' E Z ektorLiArt EL JKIL0 ) Voc't ❑ Repair/Replace A r LCe **************:„1****** * * ** * * ** ** * **F **********.**** * * * * * * * *** * *,* * **** * * * ** * **** ** Submittal Fee $ Peru t Fee $ /50 �— , CCF $ 2- (40 CO /CC Notary $ Training/Education Fee d $' 5.15 . Technology Fee $ 5 ;, 5 Scanning $ \ 2 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ t (OS . TS r cO vA., -r €ddLi See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City - State Zip Mortgage Lender's Name (if applicable) Mortgage sender'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 pat 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 CONDITIONERS, ETC OWNER'S 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 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approve. and ' ei -ction fee will be charged /),/ , Signature / ., e ` _idr Signature ii er gent i l l ent w" acknowledged before me this a 20 � by ao "I ute ►1�z -� , The foregoing ins day of who is NOTARY PUBLIC: Sign: Print: My Commission Expires: has produced identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this.. S day of 61i , 20 02 , by to ICAA et- i t t. Y who is personally known to me or who has produced as identificat i=WW Inesair NOTARY PUBLIC: a ExpUeS joie 3q, ie.` waded ant '* f, APPLICATION APPROVED BY: (Revised 02108106) Sign: Print: -"V "C9 U ' My Commission Expires: Plans Examiner Engineer cklA Zoning wwwww NMI AOMMINNI spipplasom MIN - p} • .r..00 r°0 a-• ce 11401•••11e04 t$11 IMMO e. =04 LI — 0- Z• - gy• m! I c"u-.t .J CO 44, ;• - 3 w • Ce C4 CC W t3 ce: ts7 u. Lit eC ¢C This Instrument epared By: Name Address "'3�GS >,vu0 `31 4, , 314,2 Permit No. STATE OF COUNTY OF NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) Aritp i i "5w0asa5 4Ec..i AA1i' $ 7O Lo-r t Lam. `a.ta • 2�� ¢(.E 93 45-r_ i�»�car�c i- to.R `St." A_'53 /36 2. General description of improvement IN.1 -1SZ ,LL t* 3tzjc L 'j {b,T 'GZ1Eits. A"Tt,�°r N1lt? R s-r t ew 0.1.1.1.G1 tp 1;w/ie. .�� ,F rRs + � e�� 120c42..., 3. Owner inform ation Z q3 �i t .'S`F'r-, a. Name and address: A T2OLtVJ �"►t�tS7 Ak- Z- tazisR.� `�T MkAM'i " i b. Interest in property: c. Name and address of fee simple titleholder (If other than owner): 4. Contractor. tA� AU\ t.9 i,J&5 64 . a. Name and address: 3qp 5 t„ �„ L) "b1 ft' / 6 I-/11 A1--( 1 b. Phone number: 6 5-A0 X241 5. Surety a. Name and address: b. Amount of bond $ c. Phone number 6. Lender a. Name and address: Y VI b. Phone number. FL 331-42. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(6), Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND. POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY•BEFORE STATE OF FLORIDA, COlWORI<OR R dLG YOUR NOTICE OF COMM 1 HEREBY CERTIF that this Is e,� py of the in t � ,,� original feed .,. of INfTNESS my hand HARVEY RUVI By COMMENCEMENT. Signatu ` - • • e� is Authorized OfffcedDiredor Partn= • Signatory's Title/Office acknowledged before me this a/ day of . (year) by t4(name of person) as authority, ...e.g; officer, trustee, attomey in fact) for behalf of whom instrument was executed). re of Notary ubltc - State of Florida ype, or Stamp Commissioned Name of Notary Public fission Number ersonally Known or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the fads stated in ft are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Wind Code: • • ••• • • • ••• •• • •• • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• DESIGN WIND LOADING FOR CANVAS AWNING • Hei % Less ih2�q 60•ftX ; .• • • • • • • • • • • . • • • •• APSCE•7 -02 • • • • • • Wind Speed: V =.90 mph • • • ••• • • • • • Importance Factor: I = 8•77••• • • • •FBt 2004 3105.4.2.1 •• • • • • • ••• •• Mean Roof Height: Z = 15 ft Exposure_category := "C Projection := 9.ft Length := 7.38.ft Area Projection • Length Area = 66.42 ft 2 KZt := 1.0 Kd := 0.85 KZ = 0.85 qh := 0.00256•KZ•Ke.Kd•V2•I qh = 11.52psf GCp = –1.84 GCpi := 0.0 Pdesign = qh .(GCp + GCpi) Pdesign = –21.1 psf (ULPI LOAD ON DOUBLE BAR TRUSS Length Ib w := 2 design w = –78 ft — ELAT1 LOAD ON SIDE TRUSS Height_front_truss = 9 in Height of side_truss = 2.5 ft Projection Area := (Height of side_truss – Height_front_truss) + Height_front_truss •Projection 2 Area = 14.63 ft 2 Length_of rafter:= (Height of side_truss – Height front truss)2 + Projection2 Length_of_rafter = 9.17 ft Perimeter side_truss := Height_of side_truss + Length_of rafter + Height_front_truss + Projection Perimeter side truss = 21.42 ft Load_on_side_truss := Area• I Pdesign) Load_on_side_truss = 309.3 Ib ADOLFO GONZALEZ, 262 NE 93 ST, 2 of 10 9/12/2007 Load perimeter • • •• •• • • • • • • • • Load on_side truss • • 1 Load_perimeter = 14.44 Ib•ft Perimeter side_truss ... • • • • • • • • • • • • •• • • • •• • •• •. ••• CHECK COLUMN #1,2,5,7 (SEE ANALYSIS RRINTOLFF)* • ••• • • • • • • • • SECTION PROPERTIES • ••• • • • • • • • • Nominal Diameter: ND = 1 in Fy • • • • 36 ksi E = 29000 ksi • • • •• •• • • • • • • • • • • ••• • • • • • • • ••• • • G • ••• OD = 1.32 in ID = 1.05in t= 0.13in I = 0.0873in4 r =0.421 in S = 0.13 in3 Cross_Sectional Area = 0.49 in2 Weight = 1.68 ft R.:= OD = 9.89 p := 2070 p = 57.5 8970 Y Y ksi ksi Z OD3 (OD — 24)3 Z = 0.19 in3 6 6 CHECK COMBINED FLEXURE AND AXIAL FORCE (MOMENT ABOUT TWO AXIS) L =9.20ft K:= 1 M P := Fy•Z Mp = 6.7 kip .in Mr := Fy•S Mr =4.8 kip. in Mn = Q := Mp if k 0.0207 E + 1 •Fy•S if kp <_ k <_ kr OD FY t 0.330.E E OD S if ?,>�r <_0.448. Y t K.L FY r� E Xc = 2.94 On := 0.85 0.448 F = 360.9 Y (1)b := 0.9 Mn = 0.56 kip -ft 0.114.E kr := FY 1.0 if A <Xr Q =1.00 0.0379-E 2 Fy (t 1 +3 OD OI if k >kr 2r = 249.17 =9.89 ,Lr = 91.83 ADOLFO GONZALEZ, 262 NE 93 ST, 3 of 10 9/12/2007 Fcr := • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• 2 • • ••• • • • Q•(0.6584 �c ) •Fy if �,c) <- 1.5 Fcr = 3.6 ksi • • • •••• • ••• 0.877 • ■ • • • • • 2 F if � c•� > 1.5 • • :•1: • • • • • • .•• • • • • 2c Axial_compressiveforce = 100 Ib •• • • • ••• M1 = 81 lb-ft M2 = 3 Ib•ft'• • • Mu1 := 1.641 Mu1 = 129.6 Ib•ft Mug := 1.6•M2 Mug = 4.8 lb-ft Axial_compressiveforce = 100 Ib Ag := Cross_Sectional Area Pu := Axial_compressive force•1.6 Pn := Fcr•Ag Pu - 0.10 Oc•Pn :_ •• •• •• • • • cr, 0.736• • • • ••• •• Pu 8 Mu1 Mu2 Pu + + if >_ 0.2 kc'Pn 9 4b'Mn +b'Mn 4)c'Pn Pu Mui Mu2 Pu + + if < 0.2 2•cc•Pn (44/In Ob•Mn (i)c•Pn SECTION PROPERTIES Nominal Diameter: OD= 1.66 in ID = 1.38 in OD := t = 11.86 4c:= 0.85 Ag = 0.49 in2 Pu =0.16kip Pn = 1.8 kip 8 Mui Mu2 9 Ob'Mn Ob•Mn CHECK COLUMN #9 (SEE ANALYSIS PRINTOUT) - 0.24 I = 0.32 if(I <_ 1.0 , "OK" , "NG" ) = "OK" ND = 1.25 in Fy = 36 ksi E = 29000 ksi t = 0.14 in I = 0.1947 in4 r= 0.540 in S = 0.23 in3 Cross _ Sectional Area = 0.67 in2 Weight = 2.27 ft Xp := 2070 8970 kg = 57.5 kr := F Y Fy ksi ksi Z OD3 - (OD - 2 t)3 Z =0.32in3 6 6 kr =249.17 ADOLFO GONZALEZ, 262 NE 93 ST, 4 of 10 9/12/2007 • • ••• • • • ••• •• •• • • • A • • • • • • • • • • s • • • • ••• • • • • • • • • • • • • ••• • i • • ••• CHECK COMBINED FLEXURE AND AXIAL FORCE (MOMENT ABOUT TWO AXIS) • • L = 3.70 ft K:= 1 ; :_ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • ••l • o • • • • • t • • • • • ••• • , • • ••• P„ 8 Mu1 Mu2 P„ + + if ?• 0.z. • O c' P 9 n 4. M n (0b'Mn •• i• P "• : :• • • • •• • II • • • • if • �■ < 0.2• • (1)c•Pn • • •`` R • • • t'dI $ • • • • • • ••••• •• • • • P„ Mu1 Mu2 + + 2'�c'Pn 4b'Mn 4b•Mn CHECK COLUMN #52, 53 Mx := 430 • Ib •ft M„ x = 1.6.M, M,xx = 688 Ib•ft Pu := 1.6.P fit:= 0.90 Lx := 7.5.ft F Y .= 46•ksi .1):= 0.90 Ly:= 8•ft F„ := 46•ksi Shape = "HSS1.900X0.145" A = 0.75 in2 K-Lx KLx :_ rX K.Ly KLy := • ••• •• • • • v•• • • e• ••• • • • • • •• t• • •• ••• I = 0.40 if(I 5 1.0, "OK" , "NG") = "OK" •• • •• • •• My := 1 •Ib•ft P := 49•Ib Muy := 1.6 • My M„ y = 1.6 Ib•ft P„ = 715.2 lb K := 1.0 E := 29000•ksi rX = 0.63 in ZX = 0.42 in3 ry= 0.63in Zy= 0.42in3 KLx = 143.77 KLy = 153.35 ry if (KLy > KLx, "Buckling about Y controls" ,'Buckling about X controls") = "Buckling about Y controls" KLr := max(KLx, KLy) KLr = 153.35 X,, = 1.94 KLr Fy ke :_ — — E ADOLFO GONZALEZ, 262 NE 93 ST, 6 of 10 9/12/2007 Fcr • • • •• • • • • • • •4. 2 f 4— 0.658�c Fy if Xc <_ 145 • f F- 2 Fy otherwise*, 0.877 • 4c Fcr = 10.7 ksi (i)c:= 0.85 ccPn := 4c•Fcr Mnx := Ob•Fy•Zx Mny : = (1)b•Fy•Zy Eqn_H1_1 := X 2 • • • • • 0.658 c Fy = 9.46 ksi • • • • O • • • •• • • • • • • 0.877 • Fy =10.67 ksi • • • 4•- • • • • • • t • • ••• • •'•' I : •• ••• OcPn = 6.8 kip Mr„ = 1.45 kip .ft Mny = 1.45 kip .ft M My h Pu + 8 ux + u if Pu >_ 0.2 (1)cPn 9 (1)b•Mnx ii)b•Mny •cPn M M uy h E- Pu + ux + otherwise 24cPn �b•Mnx b•Mny Eqn_H1_1 = 0.533 if (Eqn_H1_1 < 1.0, " O.K." , "N.G') _ " O.K." CHECK COLUMN #8 Mx = 205•Ib•ft Mux := 1.6 .Mx Mux = 328 Ib•ft Pu := 1.6.P cat:= 0.90 fib:= 0.90 Pu d4cPn — 0.012 Pu + 8 M M + u y — 0.480 IttcPn 9 lbMnx • Ob•Mny Pu Mux + 24cPn 4b•Mnx + Muy — 0.533 4)b•Mny My := 3•Ib•ft P := 447 .1b Muy := 1.6 My Muy = 4.8 lb.ft Pu = 715.2 lb ADOLFO GONZALEZ, 262 NE 93 ST, 7 of 10 9/12/2007 Lx := 14.75.ft F Y := 46.ksi • • *•• ••• •• ••• • • *• • • • Ly =14.75.ft • • K = ¶.O. ▪ 4 • ••• • ••. F,,:= 46•ksi •• • ••• • ':! Z9Q40•kki: : • ' • •, • • • •. • 0 • • • • • • •• • • Shape = "HSS1.660X0.140" A = 0.63 in2 K•Lx KLx :_ rx K.Ly KLy := ry if (KLy > KLx, "Buckling about Y -Y controls" ,'Buckling about X -X controls") = 'Buckling about X -X contro KLr := max(KLx, KLy) KLr = 325.97 rx= 0.54in ry = 0.54 in .4 • • • •• :•• • • ••• IL • • • •• • • • 41 • • to • • • • •- • • • Y • • • • ' �x = b.3�'in Zy= 0.31in3 KLx = 325.97 KLy = 325.97 •• • • • • •• KLr Fy . _ Fa := 2 f- (0.658c)Fy if ?. <_1.5 0.877" f F- F otherwise 2 Fc,. = 2.4 ksi := 0.85 (0cPn := c•Fcr Mnx := 4b•Fy'Zx Mny:= 4b•Fy'Zy Xc = 4.13 (OcPn = 1.3 kip Mnx = 1.05kip•ft Mny = 1.05 kip .ft 2 (o.6s8)Fy = 0.04 ksi 0.877" 2 F Y = 2.36 ksi ADOLFO GONZALEZ, 262 NE 93 ST, 8 of 10 9/12/2007 Eqn_H1_1 • • ••• • • • 041• .• .. • • • •• •• • • • • • • d • • • • • • • �•• • • • • • • • ••• Pu 8 ux M uy Pu h F- + + if >_ 0.2 Pu (i)cFn 9 Oib'Mnx • �b•Mny ••• 0*, "® ••• - 0.570 �. •s �CPn Pu M • Vl y• • . h +- + —. +•��• • otherwise ` 24cPn 01)b•Mnx 0b•Mny) Eqn_H1_1 = 0.882 041 • • • • •• 0410 •• • • • • • • •• • • • •• • • >•' +— -0.882 1CPn 9 Ob•Mnx Ob•Mny Pu: 8 Mux Muy M Pu Mux + + uy - 0.636 2#Pn Ob•Mnx Ob•Mny if(Egn_H1_1 < 1.0," O.K." ,"N.G") = " O.K." CHECK ANCHOR BOLTS AT CONNECTION TO WALL Based on 3/8" Dia x 1-3/4" embedment into CONCRETE using Simpson WEDGE -ALL ANCHORS TENSION Uninfluenced Allowable Tension = 555 Ib fss1 := 0.76 Load adjustment factor for Bolt Spacing fcci := 1.0 Load adjustment factor for Edge Distance fcc2 := 1.0 Load adjustment factor for Edge Distance No of bolts = 2 Calculate Allowable Tension load per bolt: Tension_allowable := Uninfluenced_Allowable_Tension .fss1.fcC1 •fcC2.1.33 Tension_allowable = 561 Ib Applied tension = 68 Ib SHEAR Uninfluenced allowable shear = 570 Ib Applied_shear = 568 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• Fssi • Fc1. Fc2.1.33 Shear allowable = 758 Ib ADOLFO GONZALEZ, 262 NE 93 ST, 9 of 10 9/12/2007 • • ••• • • .•. •• •• • i • • • i • • • • • • • • • • • ••• CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AN MENT • • • •• • • • • • • • • • • • • • • • • • • •i di• • • Applied_tension • : • Applieclslwer • • • I + _ � • Tension_allowable• No_of bolts Shear allowable • No_of bolts I = 044 Uplift := 568.1b Dia = 2.ft VolumeRequired Depth := Area • •• • • • •• • •:• iif(I <_ 1.0, "O.K. ", "N.G. ") = "O.K." • • • • • • ••• •• • COLUMN FOOTING SIZING VolumeRequired Uplift b5 VolumeRequired = 5.68ft3 150.— ft 3 2 Area :_ Dia Area = 3.14 ft 2 4 Depth = 1.81 ft ADOLFO GONZALEZ, 262 NE 93 ST, 10 of 10 9/12/2007 I Structure Type 1 SPACE FRAME I Software licensed to WASA Job Title • • ••• • • • ••• 4• :a • • • •• •• • • • • • • • s T• No • • • ••• • • • • • n 1 • • ••• • • • • • • • • • A • • •-••• • • • • • • • • Ref • • • • • • • ••• • • • •• • • •• • • • • • • • •Bp • Sheet No 1 Rev Part • ••• Date12- Sep -07 Chd Client File 262 NE 93 ST MIAMI SH Date/rime 12- Sep -2007 15:39 Job Information •• • • • • • • •• ••• •• • • • • • • • • ••• •• • • • Number of Nodes Engineer Checked Approved Name: 53 Highest Beam 53 Date: 12- Sep-07 Number of Nodes 34 Highest Node 34 Number of Elements 53 Highest Beam 53 Number of Basic Load Cases 2 Number of Combination Load Cases 0 Included in this printout are data for. I Nodes Beams 1,6,33,34 1,2,5,7,8,52,53 Included in this printout are results for load cases: Type UC Name Primary 1 ULP Primary 2 LAT Print Time/Date: 12/09/2007 1 6:01 STAAD.Pro for Windows Release 2006 Print Run 1 of 7 • • ••• • • • ••• . • • • •• •• • ►`�� Software licensed to WASH • • • • • . • • ••• • • • • • o-•-• • • • Job•No • ••• Sheet No 2 Rev Part s ••• Job idle • • • • • • • • • OOOOO . i • • • • . •• ••• • • • • • • RIt . • •r: Date12- Sep-07 Chd Client File 262 NE 93 ST MIAMI SHI Dateliime 12- Sep -2007 15:39 11 22 co N u7 9 a •• • • • • •• • 2 rs 0 1 4 13 • • • • g2 co • • • • 19 18 •• • • • ?S o ••• • • • . • ••• c• 31 24 2.,3 •• • • • • •• 42 Ls 4 'es o � 29 33 2.8 u) 39 38 AA 44 o 43 ih Load 2 r. v Isi -- � N d, MEMBER NUMBERS Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun2of7 !_ • ':' .'• • • •• • . •. • Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun3of7 Software licensed to WASA • • • • • • • • • • • • • • •.• • • •. • • JobsNo • Sheet No 3 Rev Part • ••. Job Title • • • • • • • • • • • •' • • • • • . • • • 4 at • • • Bp • Date12-Sep -07 Chd Client File 262 NE 93 ST MIAMI SHI Date/Time 12- Sep - 200715:39 .. • • • • • • • •• • • x;.18 \ 11 \ 10 ©13 9 7 • • • • •• • • • • 24 ••• •• • • • • • ••• •• 23 15 ;. 32 20 21 19 31 g 25 Load 30 29 34 2 L 5 _12 \ ti 4 33 NODE NUMBERS Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun3of7 • • ••• • • • ••• . • • •. •• • • Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 Print Run 4of7 • • • • • • • • • • • • . • ... • • • • Software licensed to WASH JobsNo • Sheet No 4 Rev Part Job Title ••• ••• • • • 1 ntr •• • i • • • • • • • • .• ••• • Ip• : Date. 2 -Sep -07 Chd Client File 262 NE 93 ST MIAMI SHI Dater ime 12-Sep-2007 15:39 •• • • • •• ••• •• , s Q9b#/ff 15A Jbtlft , - -- - 15.01b#/ft — - -- \ 15.014If 15.0 Ibf/ft %r • • • • • • • •• • • • • • ••• • • • •• 5 0113f/ft- 0 {bflfi - N 15.0 I�Sf(ft 15.0 tbflft , -A 15.0 Ibf/ft Load 2 LAT Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 Print Run 4of7 • .•• Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun5of7 Software ' • e • • • • • • • • licensed to WASA • • • • • • JotINo • • • Sheet No 5 Rev Part • .•• Job Title ••• •• • • • • •: . _ _ •' i mum Software licensed to WASA Job Title Client • • ••• • • • ••• •• • • • •• •• ++ R • • • • ••• • • Job :go • • • • • • • • • • ••• • • • . ••• Sheet No 6 Rev Part • • • ••• ••. • • • • R•f • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •BY• • .•. • • • • •• Date12 -Sep -07 Chd File 262 NE 93 ST MIAMI SHRIDatemme 12-Sep-2007 15:39 Section Properties •• • • • •• ••• •• • • • • • . • • • • • • • • • • • • • • •••..•• Prop Section Area (in2) Iyy (in4) Ia (in4) J (in4) Material 1 PIPS10 0.494 0.087 0.087 0.175 STEEL 2 PIPS12 0.669 0.195 0.195 0.389 STEEL 3 HSST1.5X1.5X0.125 0.608 0.188 0.188 0.308 STEEL 4 HSST2X2X0.25 1.510 0.747 0.747 1.285 STEEL Beam End Forces Sign convention is as the action of the joint on the beam. Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun6of7 Axial Shear Torsion Bending Beam Node LJC Fx (Ib) Fy (Ib) Fz (Ib) Mx (lb'ft) My (Ib'ft) Mz (Ib'ft) 1 2 1:ULP -24.7 1.6 3.1 -7.2 -9.7 4.0 2:LAT 6.0 -1.5 -20.3 -9.5 -32.5 -3.9 1 1:ULP 24.7 -1.6 -3.1 7.2 -4.3 3.3 2:LAT -6.0 1.5 -47.2 9.5 -27.9 -2.8 2 3 1:ULP -20.0 -0.9 -0.6 -2.1 -2.7 -2.3 2:LAT 4.0 1.2 -49.9 16.6 46.5 2.9 2 1:ULP 20.0 0.9 0.6 2.1 5.4 -1.6 2:LAT -4.0 -1.2 -17.6 -16.6 26.0 2.5 5 5 1:ULP 9.3 1.6 0.2 -4.3 0.4 3.8 2:LAT 16.0 -1.2 31.7 5.6 -7.5 -2.7 4 1:ULP -9.3 -1.6 -0.2 4.3 -1.5 3.7 2:LAT -16.0 1.2 37.0 -5.6 19.6 -2.8 7 6 1:ULP 13.6 -0.0 -1.7 -0.6 5.3 0.4 2:LAT -18.9 1.6 62.0 -6.8 -80.8 3.3 5 1:ULP -13.6 0.0 1.7 0.6 2.3 -0.6 2:LAT 18.9 -1.6 6.8 6.8 -45.8 3.9 8 3 1:ULP 407.8 -354.8 -10.9 6.3 16.5 -326.5 2:LAT -328.6 -93.3 12.5 1.0 -32.1 -141.8 7 1:ULP -407.8 211.0 10.9 -6.3 3.5 -195.1 2:LAT 328.6 93.3 -12.5 -1.0 9.1 -30.3_ 190.8 52 3 1:ULP -567.2 38.8 0.3 13.6 -1.2 2:LAT -44.9 100.6 0.2 11.2 -1.0 324.7 33 1:ULP 567.2 -38.8 -0.3 -13.6 -0.7 100.2 2:LAT 44.9 -100.6 -0.2 -11.2 -0.5 429.8 53 29 1:ULP -567.2 -38.8 0.3 -13.6 -1.2 -190.8 2:LAT 44.9 100.6 -0.2 11.2 1.0 324.7 34 1:ULP 567.2 38.8 -0.3 13.6 -0.7 -100.2 2:LAT -44.9 -100.6 0.2 -11.2 0.5 429.8 Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 PrintRun6of7 Software licensed to WASA Job Title Client • ••• • • • •.• • • • • • • • • • • • • • ••• • • Jo 0 • • is • • • • • • • ••• • • • • ••• Sheet No 7 Rev Part • • • ••• Ref ••• • • • • • • • s• • • • • • • • • • • • • ••• • • • • By• • Date12 -Sep -07 Chd 0• •• • • • • File 262 NE 93 ST MIAMI SHiI Date1me 12-Sep -2007 15:39 Reactions •• • • • • • • •• ••• •• • • • • • • • • ••• Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 Print Run 7 of 7 Horizontal Vertical Horizontal Moment Node L/C FX (Ib) FY (Ib) FZ (Ib) MX (Ib -ft) MY (Ib "ft) MZ (Ib "ft) 1 1:ULP -25.8 -1.6 -28.3 0.0 0.0 0.0 2:LAT -72.4 1.5 8.0 0.0 0.0 0.0 6 1:ULP 24.4 -132.3 17.4 0.0 0.0 0.0 2:LAT -74.3 12.6 -68.3 0.0 0.0 0.0 33 1:ULP -38.8 -567.2 _ -0.3 -0.7 13.6 100.2 2:LAT -100.6 -44.9 -0.2 -0.5 11.2 429.8 34 1:ULP 38.8 -567.2 -0.3 -0.7 -13.6 -100.2 2:LAT - 100.6 44.9 0.2 0.5 11.2 429.8 Print Time/Date: 12/09/2007 16:01 STAAD.Pro for Windows Release 2006 Print Run 7 of 7 Certificate REGISTERED APPLICATION CONCERN No. F- rlf.9O 1 • er, tt% tanto • • • ••• • • • • 7 i 1SSiDE'®•B'Y 11.• • : • �' WEBL61i11' 1;; C . ••• ' •' '.' DIVISION OF HERCULITE PRODUCTS ABERDEEN iZQA€. 1P43 BOX 435 EtrIGSV1I4-LI.' • • `t4 • •, • 17318 • Date Work Performed 8 /D1/06 717- 764-1 ... • This is to certify that the mantis s estriBea on the reverse side hereof have been flame - retardant tre.ted (or are inherently nonfl.;mable).. FOR ASTRUP COMPANY env CLEVELAND AT 2937 WEST 25th STREET STATE OHIO Certification is hereby made that: (Check "a" or "b ") 44113 (a) The • rides described on the reverse side of this Certificate have been treated with a flame - retardant chennsicalapproved end registered by the State Fire Marsh •tland that the application o$s •tid chemical was done in conformance with the laws of the Sr .,te of California and the Rules aped Regul.,tiara of the State Fire Marsh • I. Iame of chearaic used Chem. Re.. No. Method of application (b) The •.rticles described on the reverse side hereof are made from a fl®me- resistant fabric or material registered and approved by the State Fire- arshal for such use. Trade name •f flame - resistant fabric or material us F1LrThf -PO VFsTRea. No F- 41,4901 The y •'me Retardant Process Used WILL NOT Be Removed By W ®shin (will or will not) PETER COHEN Name of Production Superintendent §r .+fi.tt i �V i +� 4a i 'S 4 . S y MtC}1A ! GATT C MANAGFR Title SIP Sitz We hereby certify this to be a true copy of the on inal "CERTIFICATE OF FL >' E RESISTANCE" issued to us, rigin; l copy" of which has been filed with the Californit.3 State Fire arshal. By The AMP COMPANY Control /lot # Quantity 21. 000 VD Customer order #6109 Description WEI'L ©N CP2739 -62 IVORY C€IAST 3301239 Astrup Invoice # rr �r -; '. uct C %: a 857239 DADE CANVAS PRODUCTS 3905 NW 31ST AVE MIAMI FL 33142 -5122 • • ••• • • • • ••• • •• • •• •• • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • Q71ER SHEET • • :•: ••• • • • • • • • • • • • • ••• • • • • Structural Calcltilaiions #or Canvas Awning •••. • • • • • s • • • • rodeo •• ••• • •• • • • • • • ••• 262 NE 93 ST MIAMI SHORES FL 33138 I�GD €NGIN €€RS •• • • • •• 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 Wayne A. Sutherland, PE Structural Civil PE# 44353 ADOLFO GONZALEZ, 262 NE 93 ST, 1 of 10 9/12/2007 .- - $ ••i •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • a ••-11r- • • •• •• • • • • ••• •• ••• • • • • • • • • • • • • • • • • ••• • • • • •• • • •• •• • • • • • • • • •• ••• • • • 3 /g" X 3" SLEEVE ANCHORS BOLTED INTO CONC. •• • • • •• • • • ••• • • • • • • • • • •• ••• •• • • • • • • •• • •• • • • •• •• • a "X3 "X6 "ST. PL. IN TO CONC. WALL WI(2)I "X3" SLEEVE ANCHOR (TYP OF 4) II PLATE DETAIL ilIl 44001‘ -FAN � PLATE �4 01 r { FAN PLATE // _r„ True 9 r k2' ISOMETRIC NTS 2' -6" 0 x3' -0" CONC. FOOTER (TYP OF 2) 0.A 2" SQ POST ••• • • • • • ••• • • • .• • •• •• • i•••i • • • • • • ••• • • • • • • GENERAL NOTES: • • • • • • • • • • • • 1. ALL STRUCTURAL MEMBERS TO BE ASA SCHEDULE 40 GALVANIZED STEEL PLO. • • • • • • • • • • • • 2. ALL CONN404TQBEfl1I.`lIALCRD • i 0 0 • • • • • • •• - • • • 3. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION) •• ••• •• • • • 4. ALL WELDS 0CCOVtRED 4I1 H (JRIJSIQN I SI W A•N•EE CC'OA • ING. • 5. ALL STRUC i I6 D6S4ED:s1 • • NCLHd11• 2� FLORIDA BUILDING CODE AND ASCE 7-02 ( -90 MPH,1= 0!/7).• • • 6. NOTIFY ENGINEER OF ANY ERRORSIOMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 7. FABRIC AWNINGS WILL REQUIRE REMOVAL WHEN A HURRICANE WARNING IS ISSUED. 911 11?U55 POST DETAIL X3 x3 x3" x PL. 2" SQ POST ADOLFO GONZALEZ w O a_ 262 N.E. 93 ST. MIAMI SHORES, FL. 33138 DATE: 08/08107 DESCRIPTION: ISOMETRIC, DETAILS, NOTES C W w 0) N LL 0 c- PREPARED BY <m � Z CO J cr) D zw x na o ❑ 02 P U m N.W. 31 AVE Wayne A. Sutherland m N U o w ❑a; ❑ ,y/Vor) Research & Design Engineers, Inc. 13400 S.W. 134 Avenue Miami, FL. 33186 786 -293 -1500 Civil Structural P.E. # 44353 • • ••• • • • ••• _•_.- • • • • • • • • • • • • • • • • I • • • ••• • • • • • • • • • • • ••• • • ••• • • • SEP 2 5 AP E. ea 3rd ••• • • • • • • • • • • • - -14' -O MEAN ROOF HEIGHT •t 1L ca 44 C.B..a". 'NALLL PP O 1 _211 NEW AWNING PERM1 ■ #: Miami S ores 15.4 ALLEY 11° FANMENT SIDE VIEW NTS BLDG DEPT SUBJECT TO COMM. STATE AND ALL FE'`-