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ACT-10-1315Scheduled Inspection Date: January 31, 2011 Inspector: Bruhn, Norman Owner: MENDEL TRS, ERVIN Job Address: 10317 N MIAMI Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: Building Department Comments January 28, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150704 Permit Number: ACT -7 -10 -1315 For Inspections please call: (305)762 -4949 Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Phone Number Parcel Number 1121360130920 AWNING FABRIC INSTALLATION ABOVE THE FRONT DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 150222. CREATED AS REINSPECTION FOR INSP- 148870. Plans and permit must be posted. NB Same Comments NB Page 2 of 29 -712ZIi °- 612ts-T°H-t�tiami Shores Village 1118 - C" D BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING G (3 . Owner's Name (Fee S Titleholder) -�' ` f °` E ^ L��:;� Phone # / �' 0' `71,7- ` Owner's Address 1 673 1 /'Ll i �,✓+ -, ,' 4 v e. City /41°4-„, J S rvi State L Zip 3 3 13 Tenant/Lessee Name A Phone # Email C � �.. � Le. Job Address (where the work is being done) I 02 [��e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Contractor's Address Value of Work For this Permit $ Type of Work: Describe Work: Submittal Fee $ ❑Addition .2 0 /4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 DAlteration A.r4 - Permit Fee $ Master Permit No. Phone # Permi No. ha 10 3 City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: C ❑New ❑ Repair/Replace ❑ Demolition 5 � ((, � 4 j c e p✓► ' L s -' 1 Lr o•■ e- t o . . * * ** # * *, * * ** **********************F * * * ** * ** *** * * * *xe ** * **** * ** * ** / c C'd CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ (0 -• 2 0 See Reverse side -> Bonding Company's Name (if applicable) Bonding )C'ompany': Address City Mortgage Lender's Name (if applicable) 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 conwrenced-..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 trust be secured for ELECTRICAT 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 pennttt 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 he delivered to the person whose property is subject to attachment. Also, a cert f ed copy of the recorded notice of commencement must be posted at the job site for the first inspection which .occurs se en (7) days after thee building permit is issued. In the absence of such posted notice, the inspection will it be approve. I I • re i spection fee will be charged. Signature The fo day o who is NOT g S ign: Print: My Comn APPROVED 8 0 ing instrument was a 2 0\ , by ly known to Y PUBLIC; ssion Expires: (Revised 07110 /07)(Revised06 /10 /2009) or Agent wle State ailed •efor + ►'i �_• 4 t . or who has .roduced tification and who did take an oath, ,k * *:4;4 * * * * * * 9: ;4 * * * fi' *Y 4k isoF ?kk *;i, :F ;4 :t g: * *'k c4 * ': * ** Zip Asks Plans Examiner Engineer Signatinv Contractor The foregoing instrument was acknowledged before me this day of ,20_,by ho is personalty known to me or who has produced as identification and who did take an oath, NOTARY PUBLIC: Sign Print: AIy Commission Expires: t ************* **- A- *k*`kk*k:4****k;k**?r: * **kk*-Y. * ** *** \ e . Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT ,�, / NAME: 11 6 ry e, r L �° DATE: e)7 '-c/to ADDRESS: 1°3 1 7 " Al - �.,•r ;' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or subjtantially improved it for sale or lease, which violates the exemption. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial q4.. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www .mvfloridalicense.com /dbprlpro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: t Al , G� % 2r/I� 4v-e— Was acknowledged before me this ( 5— day of � y , 20 / ° By (Jt'1Y)g 'Tv Initial Initial Initial who was personally known to me or who has Produced there License or 'C i , A02. (9.9.0.20)\( as identjfcation. 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. DATE: July 21, 2010 PROJECT: AWNING 5' -5" W x 3' -0" PROJ. x 1' -6" H ADDRESS: 10317 N. MIAMI AVE, MIAMI SHORES, FL. 33150 CLIENT: MR. CHRISTOPHER LOPEZ. 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 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 paralle anual comp ut The sign and seal provided herein are meant to cover all computation sheets pages 1 thro 11. Milton Cubas Certification Authorization # 27267 F.L Reg. P.E # 51902 S.I. # 6999901 PAGE 1 /ii 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 ll 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 MILTON CUBAS PE INC Project : Subject : Location : Design Wind Pressure. p, Equation 6-25 (ASCE 7-05) Design wind pressures and forces are determined per equations given in section 6.5.1 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5. 1 C qz = Velocity pressure @ height (z) qz = Constant Kz • Kzt Kd • V 2 1 qz = See wind pressure calculation table Where : Constant Mean Sea Level Air Density @ MSL Basic Wind Speed Structure Height Kz = Numerical constant = %•[(Air density lb/ cuft) /(32.2ft/s [(mi/h )( 5280 ft/mi) • (1 hr /3600 s )] 2 = 0.00255 = 13.00 ft = 0.0764 lb/cu ft Exposure Category = C Alpha = 9.50 Zg = 900.00 ft . = 90.00 mph = 13.00 ft (Open terrain) = Velocity pressure coefficient at height z = 2.01•( Z/Zg) ^ (2/Alpha) for 15 ft <= Z <= Zg = 2.01 (15/Zg) A (2/Alpha) for Z < 15 ft = 0.85 Page 1 File : Date : 7/21/2010 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) (Eq. C6-3a) (Eq. C6-3b) Height Kz K3 Kzt Kd qz Cf p (feet) (pst) (pst) 1 13.00 0.85 1.00 1.00 1 15.25 0.93 12.03 I MILTON CUBAS PE INC Project : Subject : Location : Velocity Pressure Calculations. az (ConL) Where : Kzt Topography Kd Gust Effect Factor. 0 = None 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 = 18.00 deg UB Value = 0.55 Cf = 0.93 Center of Pressure = X/L = 0.30 Design Wind Pressure. p. Equation 6 -25 File : Date : 7/21 /2010 Eng. : GE = Topographic factor obtained from Fig. 6-4 = (1 +K1•K2•K3) = 1.00 = Wind directionality factor obtained from Table 6-4 = 1.00 Design wind pressures and forces are determined per equations given in section 6.5.1. Page 2 2/11 VisualAnalysis (version 5.50) - Wed Jul 21 13:27:16 2010 Milton cubes PE,Inc., Milton Cubes, PE DL( -Y) =SELF WEIGHT 3/11 VisualAnalysis (version 5.50) - Wed Jul 21 13:27:45 2010 Milton cubas PE,Inc., Milton Cubas, PE WL(+Y)=12.1 PSF 4/11 VisualAnalysis (version 5.50) - Wed Jul 21 13:29:33 2010 Milton cubas PE,Inc., Milton Cubes, 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: 10317 N. Miami Ave, Miami Shores, FL 33150(1).vap Folder: E: \COLOMBIA'S PROJECT 2010 \AWNINGS \AWNINGS 4 EVER \10317 N. Miami Ave, Miami Shores, FL 33150 \CALC\ Member Unity Checks Unity Member Status Group Model Shape Design Shape Messages? 0.1189 M14 Designed MEMBERS Pipe0.1 Pipe0.11 Design Member Design Load Cases Strength Service Number Number 1 7 2 - 3 4 5 6 Results Load Case (Deflection Type) Name 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 RISC 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 M14 5 1.64 Strong Flexure Check: Member Load Offset Name Case # ft M14 5 1.64 fa Ksi 0.02 Mz lb -ft -29.82 Fa Ksi 30.00 fbz Kai 3.84 None Pattern = Unbraced Pattern = Unbraced fbz Ksi 3.84 Fbz Ksi 33.00 fby Ksi 0.06 Lu Cb Fbz Code ft Kai Ref. 3.16 1.00 33.00 F3 -1 -1 -Wed Jul 21 13:29:56 2010 Fby Code Ksi Ref. 33.00 H2 -1 Unity Check 0.12 Unity Check 0.12 6/11 Axial Check: Member Load Offset P fa ICL /r Cc Q Fa Code Unity Name Case # ft lb Rsi Rol Ref. Check M14 3 0.00 9.08 0.03 86.92 0.00 1.00 30.00 Di, B1 0.00 Weak Flexure Check: Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Kid ft Kai Ref. Check M14 5 0.00 -1.59 0.21 3.16 33.00 F3 -1 0.01 Strong Shear Check: Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Rai Kai Ref. Check M14 5 3.16 48.14 0.30 6.27 20.00 F4 -1 0.01 Weak Shear Check: Member Load Offset Vz fvz h /tw Fvz Code Unity Name Case # ft lb Kai Rai Ref. Check M14 5 0.00 0.70 0.10 6.27 20.00 F4 -1 0.01 Warning: Possible warping stresses were not checked. Maximum torsional moment was 0.80 lb -ft -2 -Wed Jul 21 13:29:56 2010 7/11 VisualAnalysis (version 5.50) - Wed Jul 21 13:30:35 2010 Milton cubas PE,Inc., Milton Cubas, PE 2.4.7 In N O7 t !z : _2 4% • r r • • • • • • • 8/11 LOAD REACTIONS GOV. ANCHOR WALL DESIGN DETAIL B • • N 115 V„ -3 V„ 42 M. 0 M -230 M, 0 1■111.T1 User application PROFIS Anchor 1.11.20 http: / /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 1 of 3 9/11 Project Contract No.: Responsible: Location/Date: - / 7/21/2010 Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof: Stand -off installation: Anchor plate: Base material: Reinforcement: Anchor Geometry [in.] Loading Goveming loads [lb, in.-lb] N =115 M,= 0 Kwik Bolt 3 (KB3) -3/8 he 1.63 in. Carbon Steel design method: ICC Uninsp. e = 0.00 in. (no stand-off) ; t = 025 in. CUSTOM ; f, = 36000 psi ; I x lr x t = 2.00 x 2.00 x 0.25 in. uncracked concrete 3000, f = 3000 psi; h = 8.00 in. plan view section A 4 CO 0 0 to to section A W.).25 h =1.63 section B V„ = 42 My -230 V, = -3 M 0 Goveming Toads [lb, in.-lb] Eccentricity (structural section) [n.] e =0.00; e = 0.00 Seismic / Wind loads: no Input data and results must be checked for agreement wth the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 HIM AG, FL -9494 Schwan Hill Is a registered Trademark of Hill AG, Schaan � , L. User application PROFIS Anchor 1.11.20 Company: Milton Cubas, P.E. INC Sheet 2 of 3 10/11 Specifier GE Project: Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: Phone/Fax: (305) 891 -4174 / (305) 891 -4175 Responsible: httpJ /www.us.hilti.com/ E -Mail: miltoncubas @msn.com Location/Date: - / 7/21/2010 Load case (governing): Anchor reactions [lb] Tension force: ( +Tension - Pressure) Anchor Tension force Shear force Tenon "n q�»� : _ , ,� 1 388 42 max. concrete compressive strain [ %o]: 0.15 max. concrete compressive stress [psi]: 579 resulting tension force [lb]: 388 resulting compression force [lb]: 273 Loads on the critical anchor 1 Design values [lb] Utilization [ %] Proof Load Strength (3N / (i„ Status Tension load 388 423 92 / - OK Shear load (no bending) 42 1062 - / 4 OK Combined tension and shear loads NN R„ a Utilization N L%1 Status 0.917 0.040 1.667 87 OK RN +f„ < =1 Details fa,,, fqv fRN flry 1.000 1.000 1.000 1.000 all N all V all N all V. all M[in. lb] NJb] VJb] 423 1062 - - 274 423 1062 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 HMI AG, FL -9494 Schoen HMI is a registered Trademark of HIM AG, Schwan � I L. ' User application PROFIS Anchor 1.11.20 Company: Milton Cubas, 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: - / 7/21/2010 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 y Coordinates Anchor [in.] 000' 000'1. x 1 o o 0 o o 9. 1.000 1.000 1.000 1.000 Anchorplate [In.] x y x y Anchor x y -1.00 1.00 1.00 -1.00 1 0.00 I 0.00 1.00 1.00 -1.00 -1.00 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 Hill AG, FL -9494 Schaan HIM is a registered Trademark of HIltl AG, Schaan � llll ffIfFfla 1.1111(lll� 1 IISC I Ll�7�tyg Tl l(lYll>'11Y11 11179 (Certifttate of flame 1ettance , REGISTERED APPLICATION CONCERN No. I K1 1,, I i� Cal I The flame Retardant Process Used WILL NOT Be Removed By Washing By STEPHANIE MUMMER T, G C MANAGER Nome of Production Superintendent Title t3 7k1) t11t11 7'tTJ.tT1,ci,v,T tTI�T'�T1tT1kT1„�1nTJ,• AT1.UAT2. I.T1tj.:.7tT?�1Jttlt�7tj��iATI, I. ..T.. TAT1.IATATICT1Cf • — 000 -0000 This is to certify that the materials described on the reverse side hereof have been flame - retardant treated (or are inherently nonflamable). FOR TRI VANTAGE; LLC CITY CLEVELAND Certification is hereby made that: (Check "a" or "b ") (a) The articles described at the bottom of this Certificate have been treated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the law of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No Method of application (b) The articles described at the bottom hereof are made from a flame - resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame - resistant fabric or material used RE I NFRCD VINYL Reg. No F - 06901 PETER COHEN F -06901 ISSUED BY HERCULITE PRODUCTS, INC. P© BOX 435 EMIGSVILLE PA 17318 Dote Work Performed 3/09/10 AT 2937 WEST 25th STREET STATE OHIO (will or will not) 44113 • • • We hereby.`eitify thi% to Be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, •:' `dt'iginal'copi" of ivhicl► has been filed with the California State Fire Marshal. • • .. •• •. TRI VANTAGE, LLC • • •. • •• • Contrbl /lot # ' "' • ••.. • • • • •• ... • • •. .. • • • Y Customer order Description 39443017 857211 Tri Vantage, LLC Invoice # Product Code SPECIALTY AWNING INC. 6606 NW 72 AVE MIAMI FL 33165 By au4 6. 000 YD Quantity WEBLON CP2711 -62 GLADE GREEN DATE: NAME: ADDRESS: TEL.: Pia cNfye4- - ",k,.3► • • • • • • - y., ,tl 6 . • • • • • •••• • • •••• TEL: 786.285.7006 786.768.7365 WWW.AWNINC3S4EVER.COM • •• rov47.-- • • • • • •••• • • c •••• G l'r Altar/ I e f 7 (-,v o c. t c/t e s )s 1/ /y 7 0 ry • • • • • • • • • • • •••• • • • • • •• • • • •••• • •• • • • • • • • • • • • •• • • Bearing, if any, shown based on N/A Fd. D.H- N.E. 104th STREET "1 ^ � A� 1 N `;1: NI" I OO ° N 4' ;SIRE o,1 a l U /--FEN U A 1•- •k 30.00' • "T1!i;s prop'es>tyddscribed as: •Lot 12, and the North One Half (N Y2) of Lot 13, Block 123, • „AMENDED PLAT OF SECTION 5 OF MIAMI SHORES„ • Recbrdingtgff1 Plat thereof • "•ds recorded in Plat Book 10, Page 47, • • of the Public Records of Miami -Dade County, Florida. (reference) N/A REVISIONS: FLOOD ZONE X F.I.R.M.DATE 09/11/09 00' 4.0 to of 21.60' x x x COMM. No. 120652 F.I.R.M.INDEX 09/11/09 ONE STORY RESIDENCE # 10317 130.00'(M)(P) CONC. ° I SLAB tss cti ° g 19.80 ° 9.50 1160' 21.40 n 3' CONC. 41 4 17.45' � 130.00'(M)(P) CERTIFIED TO: Christopher Lopez and Andrea Lopez MetLife Home Loans, a Division of MetLife Bank, N.A its successors and/or assigns, ATIMA Concorde Land Title Services, Inc. First American Title Insurance Company 10317 North Miami Avenue, Miami Shores, FL 33150 PANEL No. 0302 LOT 11 BLOCK 123 REMAINDER OF LOT 13 BLOCK 123 LOT 14 BLOCK 123 SUFFIX' L BASE ELEV. + N/A N.G.V.D. 3'X4' A/C ON CONC. LOT 12 BLOCK 123 68.81' THE NORTH 1 /2 OF LOT 13 BLOCK 123 CONC. SLAB X X X X X X X X X X X X X o N 1200' ELEVATION NOTE: (IF APPLICABLE) L.F.EIev = N/A (lowest habitable floor elevation). Elevation shown hereon refer to N.G.V.D. 1929. Lowest adjacent grade elevation = N/A . BM. N/A . Elev.= N/A Garage Elev.= N/A Erp.= N/A , • Lod • 1 A�c 0 � x x X x Not valid unless it bears the signature and the original raised seal of Florida licensed Surveyor and Mapper. r -- V41UL LOT 9 BLOCK 123 LOT 15 BLOCK 123 NOTE: No platted easements in these lots No visible encroachments "THIS SURVEY DECLARATION 1S MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT 1S NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS." BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the FLORIDA BO : • e . : ESSI • L SURVEYORS AND MAPPE - S in c /Florida Administrative Code, pursuan o Section x0.27 Florida Statutes. 5 * ' IIVES 05/21/10 P r OFESS ON SURVEYOR AND MAPPER No. 4327. State of Florida. Field Date 05/20/10 II 11 14§.8 y n! S W � LL � v 9 v n geNVE o 0 9vos 2i E1 '�°'• c °' c `o �$ a C 1 oE8 '- oEEm Nrgia 1 r-o S $ i " 20 z 7vv a � � 4111411 m C io 1 c s; a t. mC 6�Li` -onC F m e :$�a� 6 N a201Eig<rF$U2 Oi .0 C C Y — • 1 gv Pi' a 22 g1 l g 23 5 gil 7 . 5 • E •'g a gl$ a sFICA. let 1 lad 8'g's A g C 1 g � m a •m m [84-31101i, rt t# Scale: 1 " =20' Drawn by: D.G. LEGEND A = Arc ASPH = Asphalt BM = Bench Mark BRG = Bearing CB = Catch basin CBS = Concrete Block Structure CH = Chord Chatta= Chattahoochee = Center Line CLF = Chain Link Fence CL. = Clear CONC.= Concrete D = Delta 0 = Diameter DH = Drill Hole DME = Drainage & Maintenance Easement E.B. = Electric Box Enc. = Encroachment F.F. = Finish Floor F.H. = Fire Hydrant F.I.R. = Found Iron Reber FPL = Florida Power & Ught F.I.P. = Found Iron Pipe FD. = Found L.P. = Ught Pole M = Measured M.F. = Metal Fence M.H. = Manhole f�1 = Monument Une MON. = Monument N/A = Not Applicable N/D = Nail & Disc NTS = Not to Scale 0/S = Offset O.U.L = Overhead Utility Unes OH = Overhang P = Plat PB = Plat Book PC = Point of Curvature P.C.C. = Point of Compound Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection E = Property Une PL = Planter P.O.B. = Point of Beginning P.O.C.= Point of Commencement P.P. = Power Pole P.R.M.= Permanent Reference Monument P.R.C.odediat of Reverse • Curvmture PT SVIMofTanget4 ••• R • = Radius • R/R • a R9lQdad PSM = Professional Surveyor • M9pper • RAN citightaof -Way • SWIZ i = gdg alk Sec. = Section • e•Ttilliedill T • = Tauent • U.E. - = t lIfty Easement • W.F:-= Mgt Fence Vil.lu�. • VilatE: Meter W.V. - _- Water Valve • �,�(.•••• �- �" Elevat Elevations es Sp Taken • Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.385.0385 Fax 305.385.0623 - 305.298.2706 / L.B. No. 6867 Drwg. No. 10 -18055 [ pr #: jQ 1ES` M Shores Village APPROVED y DA I E ZONING DEPT ' A ct BLDG DEPT , 1 OP/ d SUBJECT 1 CCMPIJANCE WITH ALL FEDERAL STATE AND 2DVN iY RULES AND F?EC(_II__A -'Or:B IMCMIVI la JUL 1 6 2010 BY: V ` • • •••• • • •• • • • •• • • • • • • • • • •• • • • • •• • • • • • • f • • •• • • • • • • • • • • • • • • • •• •. •• • • • •• • • •••• • • • • • •••• • • • • • • • • • • . •. • ••• • • • • • • • • • • • •••• 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 c DETAIL "A" SCALE : N.T.S. CI Y PY JUL 2 3„ 2010 SEE DETAIL "B" ALL MEMBERS TUBE 1.315 0.D. X 14 GA (GALVANIZED GATORSHIELD) (UNLESS NOTICED OTHERWISE) Ac- t - APP' ! =Y DATE BLDG DEPT SUBJECT i O CCMPI.IANCE WITH ALL FEDERAL STATE AND CC, UN ■Y RULES AND REGULATIONS ISOMETRIC SCALE : N.T.S. CONNECTION SEE DETAIL "A" NOTE: DESIGN LIMITED TO STEEL AWNING ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -0NS WILL VOID THESE DRAWINGS AND CALCULATIONS. r MR. CHRISTOPHER LOPEZ 10317 NORTH MIAMI AVE. MIAMI SHORES, FL. 33150 AWNING 5' -5" W X 3' -0" PROJ. X l'-6" H 10317 NORTH MIAMI AVE. MIAMI SHORES, FL. 33150 MILTON CUBAS, P. E., INC. C C CONS ULTNG INEER # C # 272 E 67 S # 6999901 S PE 51902 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 l 07/21/10 SCALE N.T.S. (DESIGNED l G.E. (DRAWN J.L. SHEET 1 OF 2 1 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. 3" MIN. SIDE VIEW EXISTING 5 /8" STUCCO LINE OF FINISH WALL. STEEL ASTM A36 PLATE 2X2X1 /4 W /(1) KWIK BOLT -III BY HILTI 3/8" 0 X 3" MIN. EMBED. INTO CONCRETE OR GROUT FILL CELL MASONRY (f"c= 3,000p.s.i.) DETAIL "B" SCALE : N.T.S. FRONT VIEW NOTE: DESIGN LIMITED TO STEEL AWNING ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. MR. CHRISTOPHER LOPEZ 10317 NORTH MIAMI AVE. MIAMI SHORES, FL. 33150 AWNING 5' -5" W X 3' -0" PROJ. X l'-6" H 10317 NORTH MIAMI AVE. MIAMI SHORES, FL. 33150 MILTON CUBAS, P. E., INC. C C CONST ENGINEERS # C # 27267 ING S.I. # 6999901 PE 51902 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 07/21/10 J (SCALE 1 N.T.S. 1 DESIGNED G.E. DRAWN J.L. SHEET 2 OF 2 1