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ACT-10-641BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFIN - Owner's Name (Fee Simple Titleholder) �v0•(\ Qy4 -11/4,Cin Phone # ^ R-t V 3 402 Owner's Address 1 a.$ Nt 9'9 ¶ c Cit h'\i.avwc, c� 1 W,1/4-2.T State "TV Zip 3 31 3 Tenant/Lessee Name Phone # &a• "S 3i U 19 Email Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # Is Building Historically Designated YES NO Submittal Fee $ Miami -Dade 1 11 ' A 1 6 2010 B Y: -= Permit No', AsCrT I0 1 Master Permit Na. Zip Flood Zone Contractor's Company Name M €04\ {\US11J1 0,1 'I,MC,• Phone # 'Bo—//t —3 - 7 02 Contractor's Address o2C3ct 9 KA)3 t Cl t c S • 1^(..��vw`k C t , 3'3 4.Y1 City \;-. Q/Nvci State C aS�, Zip 3 c 3 , 0 ct Qualifier Name �r N k' b V� ...,,,4i lS Phone # - 1 6 U - " 3 b1 State Certificate or Registration No. O' BSO L 27,3 Certificate of Competency No. 0 9 & d 2:L3 Contact Phone 30S— 6i((._ ?-r a..- E -mail Z) P-€ . A-'CJ�C�- 0„l3.) ).) i o • c V ■_) Architect/Engineer's Name (if applicable) k 1 N COsa0.S Phone # 367-- n ( q `-k. Value of Work For this Permit $ EC) C) n 4. S / Linear Footage Of Work: 1 0 Type of Work: ❑Addition ❑Alteration le New ❑ Repair/Replace ❑ Demolition Describe Work: ` akA : ..ill Q Uwe ' !•\�J 0 0 A N L VAQ\•)3 Notary $ Training/Education Fee $ O' Technology Fee $ d- Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 51 • ( -X v See Reverse side -+ ******* * * ** * * * * * ** * * * * * * * * * * * * * * * * * * ** F * * * * ** ** * *** ** * * * * * * * ** * ** * ** Permit Fee $ /00 °`, CCF $ 0 / CO /CC $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip NOT Y PUBLIC: ���n^ t, l Sign: IC Print: (76\ 4 W� APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 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, PLUM BING, 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 commencemen must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 A® , by es443 a\Q,, , who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: My C 'ssion MY OMISSION # DD PRY P e4 « «..« P . °t "•�� VERB IA " - .. MY COMMISSION #DD199061 EXPIRES: July 28, 2012 X12 EXPIRES: July 26, �o � Services 1'id q 6o o4. ykvAk4 Zoning /eecJ Plans Examiner Engineer The foregoin# instrument was acknowledged before me this %-■ day of Contractor ,20 VO , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: k ,� 'a• Print: I?... it \ DE- `v, tr 2i3 ( 201 Z Clerk checked Inspection Number: INSP - 140747 Permit Number: ACT -4 -10 -641 Scheduled Inspection Date: October 06, 2010 Inspector: Bruhn, Norman Owner: ACOSTA, JUAN CARLOS Job Address: 128 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MEGA AWNINGS INC Building Department Comments PasseVgk Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 05, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132060132270 Phone: (305)681 -7727 Page 5 of 25 CERTIFICATE OF FLAME RETARDANCE ISSUED TO: 2 AWNINGS 2049 NW 141 STREET OPA LOCKA, FL 33054 NUMBER: #36809 THIS CERTIFICATE OF COMPLIANCE IS ISSUED TO VERIFY THAT THE ITEMS OR AREAS DESCRIBED BELOW ON THIS CERTIFICATE HAVE BEEN TREATED WITH FLAME COAT'. FLAME COAT'" IS A CLASS A FIRE RETARDANT. YARDS 4968 SPA WHEAT VINTAGE TREATED WITH FLAMECOAT N.F.P.A. 701 SMALL SCALE, CLASS A, A.S.T.M.E -84, FLAME SPREAD:10 SMOKE DENSITY:25. AFTER FLAME AVERAGE:0.0 �sce CALIFORNIA TITLE 19 -1237 PERMANENT TREATMENT - WILL NOT WASH OFF FOR INTERIOR & EXTERIOR USE 3 -3 -2010 ISSUED BY: DATE: 3 -3 -2010 . T • � -�� �ovbns Drive .= • • ` ?' ibvifl , NC 28.14 ;17043$43".0 343 ;" • .•. : •• Director GA- 1201.01 • • • -• t • • • (General) . . -4 �. • - -' - •l • • • Note: Fabrics and/or materials described on this certificate are intended for inte use unless otherwise stated. Due to the number of external forces that can diminish flame retatdancy, this fabric should be periodically retested to insure it retains its effectiveness. We root wagant the length of time that fabric remains fire retardant. We do state that when it leaves our facility, it meets the stated code. Certificate vmm tf *Wrist isrex 8� open flame or extremely hot lights or electrical wiring. 1 1 ` Phone: (305) 552 -7504 I [ Fax: (305) 229 -8068 LI Professional V RO R . raO I] MA© 14317 S.W. 45th Tem Land Surveyor & Mapper Miami, Florida 33175 Property Address: / 28 NE 99th ST. Mlam! Shores, FL. 33138 Legal Description: Lot I l and the East 1/2 of Lot 12 and the West 25.00 feet of Lot 10, Block 17, of AMENDED PLAT OF MIAMI SHORES SECTION ONE, according to the plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami Dade County, Florida. SKETCH OF SURVEY NC/ 0 - (Boundary Survey) SCALE 1" = 20' BY RATE NE 99th 5T. _ :` iti% b 20' Asphalt Pavement l TOTAL ! /W � U = C �,AfJ CE E a Whj, ALL FEDER fl a Star�!' a Conn. a. • a Al a l / ., S tamp e d ' 2Z50' Parkway Conc. 4 v ° a4 e. a - .0•••'. a 5' Sidewalk a °- e 1 00.00' (iv* (M) • • • 4 - : d • a e y•• ••■o • • �L•• • I.P. • • • • • • • • • •••• • • •• • • • • • • 0.50 CL • • FD. 1/2'1.P. __ a ° e a • '•• • m% •• • c'o, •• • • • • • •••• • • • • •• •• 2�li/••• 0.10' CL • a e UI stamped Conc. 'e . a . e • OmewaY . a Tile Step d. e a C.B.S. Wall 6' W.F. 3'GB.S. Wall � • • • // y Tile Po cli c�ll. o ji / / — 7.40' 4 , / — e —r 25.10 ` �,.:.. t,,,vt4p Q z0 BLOCK- l7 "- Remainder of Lot- 10 Gt BLOCK- I7 '"' Remainder of Lot- 12 15.50' � �� $ " "' !III ,.,, ONE STORY Q W C.B ° e Res. # l 28 111 23.35 C:Ite/ O ' t 1 i4 /4.27' / 4 m 3' B Walk ����� v Steps ,1 ► � . .&N �, /2.80 4 1,00' 4 Tile Patio 6.00' 30./!' 23.10 N BLOCK- 17 m W. 25 FT. of Lot 10, Lot l I * El /2 of Lot 12 4.90' w 1 1.00' Sh 9.9'x 10.2 ' m m ib cn 24.10' tea �6' W.F. 0.70 CL 12.30' Conc. " W,',' , . . 14.10' �, CL O k,j, ro $ III ° 2.4' Conc. Walk I ` , Steps FD. 1/2' I.P. • 0.50' . FD. f 1040' I 25.62' Q C.B.S. 5.45' Room o 19.55' • • -// 6, W.F. ', n1 l/2 ° LP. I // `� / / — / /� // VISUAL ENCROACHMENTS NOTED: / —// 100.00' (R) * (M) 4 N w 15' Alley BASED ON THE FLOOD INSURENCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 7- l 7 -95 THE HEREIN DESCRIBED PROPERTY 18 SITUADED WITHIN: DATE OF FIELD WORK Jan. 23, 2009 REVISED ON: CERTIFIED TO: Christina Ricci ZONE X BASE FLOOD ELEV. NIA COMMUNITY NUMBER: / 20652 THIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY DESCRIVED HERE ON WAS MADE UNDER MY SUPERVISION AND THE SAME MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND .. " F _� PANEL NUMBER 0093 SUFFIX I LEGAL NOTES THIN SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 1S SUBJECT TO DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY GHENT. THE LIABILITY OF THIS SURVEY I8 LIMITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS ARTURO R. TOIRAC P.S.M. 3102 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL EMBOSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1828 THE CLOSURE IN THE BOUNDARY SURVEY 1S ABOVE 1:10000 LEGEND AND ABBREVIATIONS JOB No. 90152 2 = CENTER LINE FD. = FOUND IRON PIPE TYP.= TYPICAL ENC. = ENCROACHMENT AC = AIR CONDITIONED UNIT P!L = PROPERTY LINE O.H.L= OVERHEAD UTILITIES ,'= ELEVATION C.B.S. = CONCRETE BLOCK STRUCTURE RES. = RESIDENCE MIL = MONUMENT LINE (C) = CALCULATED R = RADIUS CONC.= CONCRETE W.M. = WATER METER R!W = RIGHT OF WAY (R) = RECORD A = ARC DISTANCE 0 = DIAMETER U.E. = UTILITY EASEMENT C.L.F = CHAIN LINK FENCE (M) = MEASURED C.B. = CATCH BASIN D.M.E.= DRAINAGE MAINT. EASEMENT P.C.P = PERMANENT CONTROL POINT i sat - - vennneu m.n= . r - .nn.I ef►t•G P r1 I7 a DrHMT nr REflI 1IMIMr1 Tlhlc convoy lc vsllell fear IWear*nnnsc Holy DATE: April 8, 2010 PROJECT: AWNING 5' -0" W x 2' -6" PROJ. x 2' -11" H ADDRESS: 128 NE 99 ST, MIAMI SHORES, FL. 33138 CLIENT: MEGA AWNINGS. DESIGN BY: GE MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@msn.com www.miltoncubaspe.com COVER SHEET PAGE l �li This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 11. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissionin into service, the in -house developed software was thoroughly checked by performing parallel manual computa The sign and seal provided herein are meant to cover all computation sheets pages 1 through 11. 1 Milton Clt Certification Authorization # 27267 F.L Reg. P.E # 51902 S.I. # 6999901 MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@msn.com www.miltoncubaspe.com INDEX PAGE Iii DESCRIPTION PAGE Wind Loads Calculations. 1 Frame with Longs 3 Wind Loads Analysis 4 Design Members Group 5 Combination Reactions 2.4.7 8 Anchors Wall Connections Design (Detail B) 9 System Type Structure Type Equation Open Buildings and Other Structures Rigid Structures Monoslope Roofs over Open Buildings p = qz.G.Cf qz : at height z above ground G : given in 6.5.8.1 Cf : given in Figure 6 -18 1 MILTON CUBAS PE INC Project : Subject : Location : Design Wind Pressure. a, Equation 6 -25 (ASCE 7 -051 Design wind pressures and forces are determined per equations given /n section 6.5.1: Velocity Pressure Calculations. qz Velocity pressure qz is calculated in accordance with section 6.5.1C qz = Velocity pressure @ height (z) qz = Constant • K z Kzt Kd • V 2 .1 qz = See wind pressure calculation table Where : Constant Mean Sea Level Air Density © MSL Exposure Category = C Alpha = 9.50 Zg = 900.00 ft Basic Wind Speed Structure Height = Numerical constant = %•[(Air density lb/ cu ft ) / ( 32.2 ft/s )] • [( mi/h )( 5280 ft/mi) (1 hr /3600 s )] 2 = 0.00255 = 15.00 ft = 0.0764 lb/cu ft = 90.00 mph = 15.00 ft Page 1 (Open terrain) Rie : Date : 4/8/2010 Eng. : GE (Eq. 6-15) (Section C6.5.10) (Table C6-1) Category = I (Table 1 -1) Importance Factor = 0.87 (Table 6-1) (Table 6-2) (Table 6-2) (Figure 6-1) Kz = Velocity pressure coefficient at height z (Eq. C6-3a) = 2.01•( Z/Zg) " (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 • (15/Zg) " (2/Alpha) for Z < 15 ft = 0.85 Height Kz K3 Kd qz Cf p (feet) (Dst) (ost) I 15.00 0.85 1.00 1.00 1 15.25 1.20 15.56 j Y MILTON CUBAS PE INC Project . Subject : Location : Velocity Pressure Calculations. az (Conti Where : Kzt Gust Effect Factor. G Topography = None Design Wind Pressure. D. Eauation 6 -25 File : Date : 4/8/2010 Eng. : GE = Topographic factor obtained from Fig. 6-4 = (1 + K1 • K2 • K3) 2 = 1.00 Kd = Wind directionality factor obtained from Table 6-4 = 1.00 The gust effect factor for main wind-force resisting building and other structures and for components and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient. Cf, Figure 6 -18 The pressure force coefficient is given in Figure 6-18 Roof Angle = 30.00 deg L/B Value = 0.50 Cf = 1.20 Center of Pressure = X/L = 0.45 Design wind pressures and forces are determined per equations given in section 6.5.1 Page 2 VisualAnalysis (version 5.50) - Thu Apr 08 16:17:29 2010 Milton cubas PE,Inc., Milton Cubas, PE DL( -Y) =SELF WEIGHT 3/11 VisualAnalysis (version 5.50) - Thu Apr 08 16:18:17 2010 Milton cubas PE,Inc., Milton Cubas, PE WL( +Y) =15.6 PSF 29.700 lb /ft 4/11 VisualAnalysis (version 5.50) - Thu Apr 08 16:21:55 2010 Milton cubes PE,Inc., Milton Cubas, PE Design Results Unity Check Values 0.000 0.250 0.500 0.750 1.000 — Failed Not Checked ___ Not Grouped 5/11 Untitled Project VisualAnalysis 5.50 Report Company: Milton cubes PE,Inc. Engineer: Milton Cubas, PE Project File: 128 NE 99 ST, MIAMI SHORES, FL. 33138(1).vap Folder: C: \Documents and Settings \USUARIO \Escritorio\ Member Unity Checks Unity Member Status Group Model Shape Design Shape Messages? 0.0735 M3 Designed MEMBERS Pipe0.1 Pipe0.11 Design Member Results Design Load Cases Strength Service Load Case (Deflection Type) Number Number Name 1 7 2 - 3 - 4 5 - 6 - AISC Steel (ASD) Design Group: MEMBERS, Group Report, Designed As: Pipe0.11 SIZE CONSTRAINTS: none BRACING INFORMATION: Lateral bracing at top flange (at +y): Lateral bracing at bottom flange (at -y): Fy = 50.00Ksi Combined Stresses Check: Member Load Offset Name Case # ft M3 5 3.54 Strong Flexure Check: Member Load Offset Name Case # ft M3 5 3.54 DL( -Y) =SELF WEIGHT First Order (Other) 2.4.1 First Order ,D 2.4.5W First Order ,D +W 2.4.6W +Lr First Order ,D +0.75W 2.4.7 First Order ,0.60D +W 2.4.8 First Order ,0.60D fa Fa Ksi Ksi -0.00 30.00 Mz fbz lb -ft Ksi 18.71 2.41 None Pattern = Unbraced Pattern = Unbraced fbz Ksi 2.41 Fbz Ksi 33.00 fby Ksi 0.01 Fby Ksi 33.00 Lu Cb Fbz Code ft Kai Ref. 3.54 1.29 33.00 F3 -1 -1 -Thu Apr 08 16:22:21 2010 Code Ref. H1 -3 Unity Check 0.07 Unity Check 0.07 6111 Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Rai Rai Ref. Check M3 1 0.00 6.43 0.02 97.18 0.00 1.00 30.00 D1, B1 0.00 Weak Flexure Check: Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Rsi ft Rai Ref. Check M3 1 0.00 0.24 0.03 3.54 33.00 F3 -1 0.00 Strong Shear Check: Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Rai Ksi Ref. Check M3 5 3.54 37.43 0.16 6.27 20.00 F4 -1 0.01 Warning: Possible warping stresses were not checked. Maximum torsional moment was 0.08 lb -ft -2 -Thu Apr 08 16:22:21 2010 7/11 VisualAnalysis (version 5.50) - Thu Apr 08 16:23:35 2010 Milton cubas PE,Inc., Milton Cubas, PE 2.4.7 rn J 6 LOAD REACTIONS GOV. ANCHOR WALL DESIGN 8/11 N 41 V -64 V 47 M 0 M„ 0 M, 0 l 1 -11`T1 User application PROFIS Anchor 1.11.20 httpJ /www.us.hiiti.com/ Company: Milton Cubas, P.E. INC Specifier. GE Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Phone/Fax: (305) 891-4174 / (305) 891-4175 E -Mail: miltoncubas @msn.com Sheet 1 of 3 9/11 Project Contract No.: Responsible: Location/Date: - / 4/8/2010 Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof: Stand -off installation: Anchor plate: Base material: Reinforcement: Anchor Geometry On.] plan view Loading Goveming loads [Ib, in.-lb] N =41 M, - - 0 i z Kwik Bolt 3 (KB3) -318 he 1.63 in. Carbon Steel design method: ICC Uninsp. with clamping (anchor); no restraint (base plate); e = 1.18 in.; t = 0.08 in. CUSTOM ;f 36000 psi ;l x l x t = 1.50 x 1.50 x 0.08 in. uncracked concrete 3000, f = 3000 psi; h = 8.00 in. section A V 47 M 0 V = -64 Mb 0 m 0 4 section A section B t=D 08 eti 1.18 h =1.63 Goveming Toads [lb, in.-lb] =1E Eccentricity (structural section) [in.] e =0.00; e = 0.00 Seismic / Wind loads: no h = 8.00 x Input data and results must be checked for agreement with the iodating conditions and for plausibility! PROFIS Anchor ( c ) 2003 HIM AG, FL -9494 Schaan HMI is a registered Trademark of HMI AG, Schaan ri Design values obi Utilization [ %] Utilization 13N.V [ %] Proof Load Strength Pm / (3 Status Tension load 41 399 10 / - OK Shear load (no bending) 79 531 - / 15 OK Shear load (bending) 79 118 - / 67 OK ri ]iv a Utilization 13N.V [ %] Status 0.103 0.150 1.667 6 OK all N all V all N. all V. all M[n. Ib] N, V„.,[Ib] 423 1062 - - 274 399 531 I[n.] d [in.] as all M[in. Ib] 1 - N/N 1e8 red V jb] 1.22 0.38 1.000 274 0.897 118 faN f AV fRN fRV 1.000 1.000 0.944 0.500 Anchor Tension force Shear force 1 41 79 E i ' 1 1=111m." User application PROFIS Anchor 1.11.20 httpJ /www.us.hilti.com/ Company: Milton Cubas, P.E. INC Specifier. GE Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Phone/Fax: (305) 891 -4174 / (305) 891 -4175 E -Mail: miltoncubas @msn.com Sheet 2 of 3 10/11 Project Contract No.: Responsible: Location/Date: - / 4/8/2010 Load case (governing): Anchor reactions [Ib] Tension force: ( +Tension - Pressure) max. concrete compressive strain [ %o]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force [Ib]: 41 resulting compression force [lb]: 0 Loads on the critical anchor 1 Combined tension and shear loads + <= 1 Details Anchor bolt bending (shear load - bending) Fastening meets the design criteria! Input data and results must be checked for agreement with the existing condflons and for plausibility) PROFIS Anchor ( c ) 2003 Hiiti AG, FL -9494 Schaan Hill Is a registered Trademark of HMI AG, Schaan � , L. 1 User application PROFIS Anchor 1.11.20 Company: Milton Cubes, P.E. INC Sheet 3 of 3 11/1 1 Specifier. GE Project Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: Phone/Fax: (305) 891 -4174 / (305) 891 -4175 Responsible: http: / /www.us.hilti.com/ E -Mail: miltoncubas @msn.com Location/Date: - / 4/8/2010 Anchorplate, steel: CUSTOM f 36000 psi Section type: - no profile (0.00 x 0.00 x 0.00) Hole diameter d = 0.44 in. Recommended plate thickness: not calculated n 1 09E0 0500 x i 1 0 to 0 0 to ti 0 0.750 0.750 0.750 0.750 [in.] y x y Coordinates Anchor [in.] Anchorplate x Anchor x y -0.75 0.75 0.75 -0.75 1 0.00 0.00 0.75 0.75 -0.75 -0.75 Input date and results must be checked for agreement with the exisgng conditions and for plausibility! PROFIS Anchor ( c ) 2003 Hill AG, FL -9494 Schaan HIIII is a registered Trademark of Hilt' AG, Schoen k 1 ' s • • CANVAS DESIGNED TO BE READILY REMOVED OR REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. TYPICAL CONNECTION DETAIL "A" SCALE : N.T.S. SEE DETAIL "B" SEE DETAIL "C" SEE DETAIL "B" SEE DETAIL "B" CONNECTION SEE DETAIL "A" (TYP) ISOMETRIC SCALE : N.T.S. ALL MEMBERS TUBE 1.314 O.D. X 14 GA (GALVANIZED GATORSHIELD) (UNLESS NOTICED OTHERWISE) NOTE: DESIGN LIMITED TO STEEL AWNING ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. MEGA AWNING, INC. 2049 NW 141 ST. MIAMI, FL. 33054 PHONE: (305) 681 -7727 FAX: (305) 681 -3302 "JUAN ACOSTA" AWNING 5' -0" W X 2' -6" PROJ. X 2' -11" H 128 NE 99 ST. MIAMI SHORES, FL.33138 MILTON CUBAS, P. E., INC. C C CONSTNG E # 51902 CUL.A. I # 27267 ENGIN S # ERS 6999901 PE 1302 NE 125 ST NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 www. miltoncubaspe.com E MAIL: miltoncubas @msn.com DATE 04/09/10 SCALE N.T.S. ( DESIGNED G.E. DRAWN J.L. (SHEET 1 OF 2 J STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2007 AND SUPPLEMENT 2009, AND THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2007 AND ASCE 7 -05. WIND VELOCITY : 90 MPH EXPOSURE CATEGORY: C IMPORTANCE FACTOR : 0.87 GCPI: ± 0.0 STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995. ALL PIPES TO BE NOMINAL DIAMETER GALVANIZED ASTM A501, Fy =36Ksi OR APPROVAL EQUAL. ALL TUBES TO BE OUTSIDE DIAMETER, GALVANIZED GATORSHIELD, Fy= 50Ksi.OR APPROVAL EQUAL. ALL STRUCTURAL TUBES TO BE GALVANIZED STEEL ASTM A500 GRADE B Fy =46Ksi OR APPROVAL EQUAL ALL ANCHOR BOLTS SHALL BE KWIK BOLT III BY HILTI, NOA 06- 0810.13 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E60XX LOW- HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. 4 a, • 31/2 ".' • a EXISTING WALL 3" MIN. " MIN. SIDE VIEW TOP VIEW W /(1) KWIK BOLT-HI BY HILTI 3/8" 0 X 3" MIN. EMBED. INTO CONCRETE OR GROUT FILL CELL MASONRY (f'c= 3,000p.s.i.) DETAIL "B" W /(1) KWIK BOLT -III BY HILTI 3/8" 0 X 3" MIN. EMBED. INTO CONCRETE OR GROUT FILL CELL MASONRY (fc= 3,000p.s.i.) SCALE : N.T.S. DETAIL "C" SCALE : N.T.S. SIDE VIEW TOP VIEW EXISTING WALL EXISTING WALL NOTE: DESIGN LIMITED TO STEEL AWNING ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. r MEGA AWNING, INC. 2049 NW 141 ST. MIAMI, FL. 33054 PHONE: (305) 681 -7727 FAX: (305) 681 -3302 "JUAN ACOSTA" AWNING 5' -0" W X 2' -6" PROJ. X 2' -11" H 128 NE 99 ST. MIAMI SHORES, FL.33138 MILTON CUBAS, P. E., INC. CONSULTING ENGINEERS PE # 51902 C.A. # 27267 S.I. # 6999901 1302 NE 125 ST NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 www.miltoncubaspe.com E MAIL: miltoncubas @msn.com DATE 04/09/10 SCALE N.T.S. (DESIGNED ( G.E. DRAWN J.L. SHEET 2 OF 2 )