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AWNING PERMITMiami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/4/2003 Applicant: MELISSA Owner: MORRIS JOB ADDRESS: 120 NE 91 Contractor Local Phone: Signed: Parcel # 1131010190020 Fees: FEE2003 -1231 FEE2003 -1232 FEE2003 -1308 Permit Status: APPROVED Permit Expiration: 8/26/2003 Construction Value: Work: FABRIC AWNING INSTALLATION AT REAR OF HOUSE If there is no permit package accessible on the job -site for inspectors fee is $50.00, which must be pai d in advance before catl�.•- This Permit is granted to the contract ordinances pertaining thereto and with tl and approved by the proper municipal at authorization. A further condition upon H ordinances and regulations pertaining to by his agents, servants , - mployees. In consideration of the issuance to me of I. with the plans, drawings, statements or spe myself, my agent, servants or employes. r < Signed7i Q,{kG ,,Co QUAM).4....4th Contractor's Address: nr Building Permit Permit Number: BP2003 -331 MORRIS MELISSA ST Page 1 of 1 Legal Description: 1 53 41 EL PORTAL SEC 2 PB 9 -115 E25FT OF LOT 2 & ALL LOTS 3 & 4 Description Building Fee CCF Buildier's Bond Total Fees: Amount $85.00 $3.60 $300.00 $388.60 $5,030.00 5 M IAMI BEACH AWNING CCOMPANYY DBA MIAMI ST AVE. MIAMI, FL 33142 i / / / r 1 Fay to the order of ISµ TOTAL CORAL WAY M AM272 .RDA Date t, 00 a 660 liars �• 3 7 9 4 3 � � tl►' ►> ��� I► � il► ��1► �.► ��► �• I► �� �� � � �� � tl►. � i ��� l► � � I► � � n•- � �� �� �� �� i ��� l►_ � � ► �� '1 ► �� ► �� ► � 9 ►i � l �� l ►i � ►..1 '- to ��•��- .i• IAA► i.► �tl► �. 1► ��I► ��1►..• 1► ��1►_ it ►�h ►��1 ►i�1 ►��1 ►����1 ►��1 ►�� ►�� i' 1 ►�i��l ►i�l ►i�l ►��1 ►�.•1 ►i�1 ►�' — — — � -� nc C,f109 155 Total Fees: $388.60 Total Receipts: $0.00 Om/ _■ 8E1006 y =.nib Ai A'iAU NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. T A X FOLIO NO. 1 I - 3 I'D 1 - 0 1 - 0 o o STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements 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. Legal description of property and street address: f 2 o N, [ S 1 t �� 1 %' �H 5 t{ g VtL e,G,E f 2. Description of improvement• r g ruL tkR�� A,_T t a 3. Owner(s) name and address. LC_,_1 '..& G-- MaRia5 t2G M- - q( - ( M,e,r. -u S tc.rtEs "FL 33 [3g -• '[ G Interest in property Name and address of fee simple titleholder 4. Contractor's name and address © &OE.. C s -Q,VAS Ctic.,b) sci gyp, j .A: ik.Wke■-12G5 �9 t4- W. - t Age.► -to . 1� ► ar �t t `�-L 3 t t 2 �. Surety: (Payment bond required by owner from contractor, if any) Name and address* Amount of bond' $ 6. Lender's name and address' �� ��• 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. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided in Section 713.13(1)(b), Florida Statutes. Name and address* 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a d'fferent date in specified) Ignature of Owner Print Owner's Name Sworn to and subscribed before me this / 7 day of ,1.9 0O3, Prepared byib,u.c-tsc., Notary Public Print Notary's Name My Commission Expi OA( 1 fp ,, ry 1 E M. FAJARDO :a- MY COMMISSION # CC 926474 11 = .��� a ,' EXPIRES: April 10, 2004 *RAMO Bonded Thru Notary PuSIIC Underwritere OF DADE F.,LORIOA' COUNT`( r the STATE OF is a true cop ay of �,. - CFR-; tFY that this in this office AD 20 ‘'-, �-- , - -;ilec O I ial Seal. C . g my hand a 0:41° Ir n• County 0.C• V '. i I�'- r ,. Address: " t -4. w- ? l " IS M r4 -'11 c�L_`J` 2 a 0 r /23 /2.15 24 5.70 • 54 36.8 t;4 qtr 0 v "' Ns 23.0 /5.5 0 1 • � QepO 2- S/ /. • io n _ ca 5 4 -12eavy vege /oh 4 / G. 5.0 I9O `4 dA ttar rlf vrk,LLilr'RC 1 1 c3 tig .r.m.r2 • szi-kett Vir IA/ t t Z1 PAY TO THE ORDER OF 8811. Ae 1:130110(Th A3NOIN NO31-rS0 INOLJA , HSVO A 0 cv ; ) • _adol0 - • ' 11148 Eico0 SEIV110CI roe nrnp7n 'ON INOEld 03A130311 31V0 Bank of America, ACH R/7 063100277 FOFfl ( r r itYadi'J DADE CANVAS PRODUCTS CO. DBA THOMAS AWNINGS 3905 N.W 31ST AVE. MIAMI, FL 33142 PH. 305-649-4511 0'05039511' I:063000047i: 003737 2976 L?ll• Int pro,r911 0 not els 1 ----- DATE 21/ ( 103 6 63-4/630 FL 814 1 $ 5 7 rn 1-1 50395 DOLLARS Er. 3na lve • _ 7 1N3INAVd __.--- f• • 6...• 7 am n000v " c3 tig .r.m.r2 • szi-kett Vir IA/ t t Z1 PAY TO THE ORDER OF 8811. Ae 1:130110(Th A3NOIN NO31-rS0 INOLJA , HSVO A 0 cv ; ) • _adol0 - • ' 11148 Eico0 SEIV110CI roe nrnp7n 'ON INOEld 03A130311 31V0 Bank of America, ACH R/7 063100277 FOFfl ( r r itYadi'J DADE CANVAS PRODUCTS CO. DBA THOMAS AWNINGS 3905 N.W 31ST AVE. MIAMI, FL 33142 PH. 305-649-4511 0'05039511' I:063000047i: 003737 2976 L?ll• Int pro,r911 0 not els 1 ----- DATE 21/ ( 103 6 63-4/630 FL 814 1 $ 5 7 rn 1-1 50395 DOLLARS Er. PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING' • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with alt Federal, State. Couaty.W1age rules and regulations. Village assumes no responslbUlty for accuracy oflor resufs from these pans. 2. Thls copy of plans must be uvtlitbt, on building site or no inspection trill be conducted. JOB AODRESS tr-O iLl/ Sr APPLICANT (1 P U 1 5 PHONE# APPLICATION e y DATE ZUJVINy CRITIQUE SHEET SHEET OF MISCELLANEOUS r COMMENTS INITIALS SECTION BY D TE A -�4/C. Zoning aQ d Electrical Mechanical Plumbing Fire Public Works Structural �G //� 03 Building Official /'' Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary • • • • • •.. • ... • • •. . . .• ❑ PROOF OF OWNERSHIP (Attach) .. ..• • • • • • • • • • • • • ❑ HRS / DP2M Pf 4V L: (Septic /*Sewer+) • • • • • • LI IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERNIIT FEES Metropolitan Dade County (C.C.F.) $ 3_ b Q $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: DATE: • • • • • ••• • • • • • • • • • • .. • .. .. ( .ftt. = x/1000 • • • •• PERMIT APPLICATION • • ❑ CONDO ASSOCIATION APPROVAL (Attach) • • t l BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ CONDITION OF APPROVAL Revised July 2001 . 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com F T1'rl•: Minimum Fee ()'I'V. T1'PI? Dryer • • • • • Q'. Y. • • '►''ri: ? utlet, Appliance Qr rv. 'rv'ri: Service Repair Q'I V. A/C Central 1 -3 Ton Fan . " - ' ' - 1 Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL . Minimum Fee QTR. TyPi.: Condensate Drain ()Ty. 'rypi: Generator ()Ty. 'rvi.ii Refrigeration, Tons Q.1.1 A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBIN(, Tvri.: A/C Condensate ()Ty. Tvrl: Drains, Roof (fry. 'rVrr. Miscellaneous Fixture QTY. 'rYri: Soakage Pit Q rV. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • PERMIT APPLICATION • • INSTRUCTIONS: Please indicate the type.df workieipg perfprdied tnd quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Print Name Sworn to and subscribed before me ttus day Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECE=V6D 3'Oj1R VALLDATCD PERM t AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION? are IiR ited to" MontWthrout'Htiday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A C, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEP' LEAN AFREDFROM DIRT M411 DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGE1i13Y ENIP V'I:OIl'V1IICLES, AND MAY NOT BE USED FOR STORAGE. A bond is • • • • • • • • • required for work in or near the street/sidewalk. • • ••• • • • • • • • • • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. 1! Signature of Owner SEAL: OF FLORIDA, CO k tAA•C k U otary Publ ta of Flori • • • • • ••• • 900a '41 J0ClummoN sacs 94004 tuG 1 =pea W ela6W Personally known OR, Produced Identification/ • • •• • • • • • • • • • • • • • • • • • • • • • • • • Signature of Contractor / Qualifier � , _ ure of C9 'Kt c Print Name S . • . su, cribed before me this ! / D day of ,.�1_ �: hI11tJ � a e of Notary Public - State of o OFFICIAL NOTARY S ' L REBECCA MITR NI NOTARY PUBLIC STA, OF FLORIDA COMMISSIO 1 O. D0125781 MYCOM ISS ' EXP. UNE 13,2006 own SEA Persona • • • • y / Type of Identification Produced: Identification Produced: PERMIT APPLICATION OR, Produced Identification CONTRACTOR \Name Tt_ � /� .v) t• Licensee No. CJ G 0 o c . ,rL& Address 341 N w Se `./GY,Tn SIve c f M ia- t PL 33 I 2 5 - 40 I `f Telephone 05 _ I Fax 305'6 , J 4 I u 4 �►0 si Qualifier Name Loo 1 G. Ic i 1.1 G, PROPERTY OWNER Name M 1 ctdcI M OYV i5 Address 12,0 NE q 19 , ( I"11 Stwes PL 33138-zero Home Telephone 3o5/-l1 —1(...10 Business Telephone 3 / 751 , 51240 Fax 305115f — 17/1 ENGINEER Name \ k v'[ tip fLLANA) 9-E License No. 1 11 4353 612....bctutt4I_ Fa - Address ( -cj 2Co 5-w' 1 -. G-t -, Sot- a A 1.4tr,►✓t1,�1- 3 %lac Telephone 3 05 _ 2 t e _ ( 42, Fax .805 a 9..5 -0i3b f TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only l/ Foundation Only Add'l Attachment Other Add'! Detachment Other Job Address: INSTRUCTIONS - The following steps must be taken to obtain a permit from the l\liami Shores Village: Step 1. Complete the attached permit application eviitch3ntrst hesigtlaby property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate efocej'ssdg df Acluegailitttion. %roofing work will be done, a roofing application must be submit- ted alon g permit application. this ermit a lication. • • • • • • • • • • • • • • • • •• • • • • • ••• •• Step 2. $ubmit the completed applicatioq with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION 12D NE °No Address Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other • . • • • • • ... • • • • • • • • • .... • . . PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax . Mastau Permit No. • • • • • Bttb�}diary Permit No. • • • • • • • ••• ••• ••• • • 0411'1 E11o't.$ FL City State Description of Work ra6rc. Como pi Yta✓ d� lio11Sz 1 Zoning Linear Feet Square Feet Units Floors >\ Value of Work g 03 0.' Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. • • • • • • ••• PERMIT APPLICATION 331 Zip InSlu 0.J" Print Time/Date: 15/01/2003 19:36 STAAD.Pro for Windows Release 2002 Print Run 5 of 9 Software licensed to W.A.Sutherland & Associates Inc Job No Sheet No 5 Rev ►� � Part Job Title Ref By Date) 5- Jan -03 Chd Client File 120.std I Date/Time 15 -Jan- 200319:34 �� 175 Ibf/ 1751bf/ t 175 Ibf/ 175 Ibf/ 175 Ibf/ 175 N Ibf 175 /'t Ibftl 175 Ibf 175 /f t \ Ibf 175 /t Ibf/ 175 Ibf 175 ft Ibf /ft ..N; LOAD U / / c /`) Print Time/Date: 15/01/2003 19:36 STAAD.Pro for Windows Release 2002 Print Run 5 of 9 Software licensed to W.A.Sutherland & Associates Inc Job Title Client LOAD U Job No Part Ref By File 120.std Sheet No 6 1 111 75 1 1bf/ 111 175 lbf/ 1101 1111114 175 lbf/ 175 Ibf 175 Ibf 175 Ibf/ 175 Ibf/ t 175 Ibf /ft Print Time/Date: 15/01/2003 19:36 STAAD.Pro for Windows Release 2002 Dated 5- Jan -03 Chd Rev Date/iime 15-Jan-2003 19:34 Print Run 6 of 9 ti Software licensed to W.A.Sutherland & Associates Inc Job Title Client SIDE TRUSS, BEAM & NODE NUMBERS Job No Part Ref Sheet No 7 By pee 5 -Jan -03 Chd 16 Print Time /Date: 15/01 /20031938 STAAD.Pro for Windows Release 2002 Rev File 120.std IDaterrime 15-Jan- 200319:34 Print Run 7 of 9 Beam Node A Node B Length (ft) Property 13 (degrees) 14 11 12 7.500 1 0 16 13 19 5.619 2 0 17 16 17 1.000 2 0 18 17 15 2.170 2 0 19 17 18 2.500 2 0 20 18 15 3.310 2 0 21 19 16 5.619 2 0 22 12 20 5.415 3 0 23 18 14 2.170 3 0 24 20 18 5.415 3 0 Prop Section Area (in l (in l (in J (in Material 1 User Defined Pipe 1.075 0.666 0.666 1.331 1 2 User Defined Pipe 0.669 0.195 0.195 0.389 1 3 User Defined Pipe 0.494 0.087 0.087 0.175 1 4 User Defined Pipe 0.250 0.017 0.017 0.034 1 fti Software licensed to W.A.Sutherland 8 Associates Inc Job Title Client Beams Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Job No Part Ref By File 120.std Sheet No 8 1 Print Time /Date• 15/01/2003 19:38 STAAD.Pro for Windows Release 2002 Date 5- Jan-03 Chd Date rime 15-Jan-2003 19:34 4') Print Run 8 of 9 Axial Shear Torsion Bending Beam Node L/C Fx (Ib) Fy (Ib) Fz (Ib) Mx (kip ft) My (kip - ft) Mz (kip - ft) 14 11 1:U -1.43E 3 -6.280 255.075 -0.042 -0.665 -0.016 12 1:U 1.43E 3 6.280 - 255.075 0.042 -1.248 -0.031 16 13 1:U - 69.567 -5.274 12.698 0.103 -0.058 -0.019 19 1:U 69.567 5.274 - 12.698 -0.103 -0.013 -0.011 17 16 1:U 151.738 - 25.920 - 35.645 -0.009 -0.034 -0.018 17 1:U - 151.738 25.920 35.645 0.009 0.070 -0.008 18 17 1:U - 15.880 18.198 - 57.454 -0.041 0.034 0.018 15 1:11 15.880 - 18.198 57.454 0.041 0.091 0.022 19 17 1:U 169.935 - 10.040 21.808 0.025 -0.028 - 0.010. 18 1:U - 169.935 10.040 - 21.808 -0.025 -0.026 20 18 1:U 1.8E 3 0.260 -7.005 -0.014 0.04 -0.004 fti Software licensed to W.A.Sutherland 8 Associates Inc Job Title Client Beams Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Job No Part Ref By File 120.std Sheet No 8 1 Print Time /Date• 15/01/2003 19:38 STAAD.Pro for Windows Release 2002 Date 5- Jan-03 Chd Date rime 15-Jan-2003 19:34 4') Print Run 8 of 9 Software licensed to W.A.Sutherland & Associates Inc Job Title Client Beam End Forces Cont... Reactions Job No Part Ref By File 120.std Sheet No 9 Datel 5 -Jan -03 Chd (11 Print Time/Date: 15/01 /2003 19 36 STAAD.Pro for Windows Release 2002 Rev I Date/Time 15 -Jan- 200319:34 Print Run 9 of 9 Axial Shear Torsion Bending Beam Node LJC Fx (Ib) Fy (Ib) Fz (Ib) Mx (kip ft) My (kip ft) Mz (kip - ft) 1:U 15 1:U -1.8E 3 -0.260 7.005 0.014 -0.018 0.004 21 19 1:U - 82.776 -0.367 24.967 0.046 -0.065 0.001 -1.38E 3 16 1:U 82.776 0.367 - 24.967 -0.046 -0.076 -0.003 22 12 1:U 50.191 -2.422 - 11.363 0.030 0.043 -0.008 20 1:U - 50.191 2.422 11.363 -0.030 0.018 -0.005 23 18 1:U -1.15E 3 4.994 62.784 -0.018 -0.064 0.003 14 1:U 1.15E 3 -4.994 - 62.784 0.018 -0.072 0.008 24 20 1:U 58.020 -0.627 -8.791 0.018 0.020 -0.001 18 1:U - 58.020 0.627 8.791 -0.018 0.028 -0.003 Software licensed to W.A.Sutherland & Associates Inc Job Title Client Beam End Forces Cont... Reactions Job No Part Ref By File 120.std Sheet No 9 Datel 5 -Jan -03 Chd (11 Print Time/Date: 15/01 /2003 19 36 STAAD.Pro for Windows Release 2002 Rev I Date/Time 15 -Jan- 200319:34 Print Run 9 of 9 Horizontal Vertical Horizontal Moment Node L/C FX (Ib) FY (Ib) FZ (Ib) MX (kip ft) MY (kip MZ (kip ft) 11 1:U 6.280 -1.43E 3 255.075 0.665 -0.042 -0.016 14 1:U 1.15E 3 -4.994 - 62.784 0.018 -0.072 0.008 15 1:U -1.16E 3 -1.38E 3 64.459 0.064 0.089 0.026 Software licensed to W.A.Sutherland & Associates Inc Job Title Client Beam End Forces Cont... Reactions Job No Part Ref By File 120.std Sheet No 9 Datel 5 -Jan -03 Chd (11 Print Time/Date: 15/01 /2003 19 36 STAAD.Pro for Windows Release 2002 Rev I Date/Time 15 -Jan- 200319:34 Print Run 9 of 9 Software licensed to W.A.Sutherland & Associates Inc Job Title Client Job No Part Ref By File 120.std Sheet No 1 2 1 Whole Structure Print Time/Date: 15/01/2003 19:38 STAAD.Pro for Windows Release 2002 petal 5- Jan-03 Chd DateRme 15-Jan-2003 19:34 . ,,,..el . 2,;3 Print Run 2 of 9 Job Title Client Software licensed to W.A.Sutherland & Associates Inc node numbers Print Time /Date: 15/01/2003 19:38 STAAD.Pro for Windows Release 2002 ''''' // C/c) 3 Print Run 3 of 9 Software licensed to W.A.Sutherland & Associates Inc Job Title Client beam numbers Job No Part Ref By File 120.std Sheet No 1 4 J Print Time /Date: 15/01/2003 19:36 STAAD.Pro for Windows Release 2002 Date1 5-Jan-03 Chd Rev Date/rime 1 5-Jan- 200319:34 Print Run 4 of 9 4. Design Wind Pressure for Canvas Awning {Free Standing) 120 NE 91 ST MIAMI SHORES, FL Wind Code: ASCE 7 -98 Wind speed (mph) Importance Factor Exposure_category := "C" K := 1 Cf := 1.2 F := g + C LOAD ON FRONT & BACK TRUSS Uplift :_ (13•ft — 2.17•ft) F P 2 design V := 90 I:= 1.0 Height of Awning above Ground) Z := 1541 q := 0.00256•K -Kd• V lb qz = 17.602 ft2 L b Kd := 1.0 G:= 0.85 F = 32.318 l ft i Fdesign max F 1 0 lb Fdesign = 32.3 lb ft ,12 Uplift = 1751bfi 1 1 C := 0.8 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIAMI, FL 33186 (305)255 -1948 CHECK CRITICAL MEMBER 20, SEE STAAD OUTPUT) SECTION PROPERTIES: Nominal Diameter: ND := 1.25.in Fy:= 36•ksi OD = 1.66 in ID = 1.38 in 4 41 I := n • OD – ID / I = 0.1947 in 64 S := 3.142.(0D – ID / S = 0.235 in 32.OD JOD + ID 2 r:= 4 it • ( OD 2 – ID 2) Area := 4 Weight := 490• 11 •Area ft 3 OD A: = — t 2070 F ksi 8970 kr.= — FY ksi 0.448. = 360.9 F r = 0.540 in Area = 0.67 in Weight = 2.2751b11 X = 11.857 X = 57.5 k = 249.17 3 3 Z •– OD (OD – 2•t) Z = 0.761 in 6 6 Mp := Fy Z Mp = 11.7 kip •in M := F S M = 8.4 kip•in t:= OD –ID 2 2 E := 29000•ksi t = 0.14in \\_J M := n 4- M if k n 4- n4 Moment_capacity :_ 4b•Mn Applied_Moment := 0.04•kip•ft if(M > Moment_capacity, "N.G" , "Moment capacity is O.K.") = "Moment capacity is O.K." DESIGN FOR COMPRESSION L:= 3.31.ft 4)c:= 0.85 K:= 1.0 Xr Q :_ F := K_L F Y Xc E r• n 0.114.E F Y = 11.857 O.D207 F + 1• F S if k <_ k (2 _ t J y _ 0.330E S if k >kr <_0.448 E OD F Y q +-1.0 if X. <_k 0.0379•E 2 q 4- + — t 3 Y F — _ OD k = 0.83 kr = 91.833 f4— if X >kr 2 c 2 f <— Q.(0.658 `)•F if k <_ 1.5 '0.877\ Fy if ;k.-/ 1.5 Moment_capacity = 0.876 kip. ft M := Applied_Moment. 1.3 M = 0.052 kip•ft Q =1 F = 27.1 ksi 3 4)b := 0.9 M = 12kip•in DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force := 1.8. kip 4)c := 0.85 A := Area P := F P ( 1 ) c' Pn I:= = 0.15 Uplift := 1430•lb Dia_footing := 2.5 .ft Volume_required Height :_ Area TENSION: Uninfluenced Allowable Tension := 820•1b fsS1 0.87 fec i := 1.0 4 P := Axial_compressive_force• 1.3 P = 2.34 kip A = 0.67 in P = 18.096 kip Pu + 8 Mu if Pu >_ 0.2 4 9 4 (l)c'Pn i E— Pu if Pu < 0.2 2 '4c'Pn 4c'Pn 8 " Mu • —0.05 9 ( kb' Mn if(I <_ 1.0, "Member is O.K." , "N.G." ) = "Member is O.K." COLUMN FOOTINGS Yconc 145. lb ft Volume_required := Uplift 1.5 Volume_required = 14.79 ft Yconc n•Dia footing 2 Area :_ — Area = 4.909 ft Height = 3.01 ft CHECK ANCHOR BOLTS AT CONNECTION TO WALL AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 1/2" Dia x 2 -1/4" embedment into concrete, USING wedge ANCHORS) Load adjustment factor for Bolt Spacing Load adjustment factor for Edge Distance 4 I = 0.08 Bolt_spacing := 3.M f := 1.0 Load adjustment factor for Edge Distance Calculate Allowable Tension Toad per bolt: Tension_allowable := Uninfluenced _ Allowable_Tension•f •fcC1•fcC2 Applied_tension := 300•lb Amount_requiredt SHEAR: Uninfluenced allowable shear := 1640 lb Applied_shear := 1380.lb FsS1 1.0 Load adjustment factor for spacing Cact 12•in edge distance F := 1.0 Load adjustment factor for edge distance F := 1.0 Load adjustment factor for edge distance Shear_allowable := Uninfluenced_ allowable_shear•FsSI•Fc1 Shear_allowable = 16401b Amount_required CHECK ANCHORS FOR COMBINED TENSION AND SHEAR: Amount of bolts := 2 Applied_tension Tension_allowable Applied_shear Shear_allowable Applied_tension Applied_shear I:= + (Tension_allowable•Amount_of bolts) (Shear_allowable•Amount_of bolts) if(I <_ 1.0, "O.K." , "N.G. ") = "O.K." 5 Tension_allowable = 713.41b ceil(Amount_requiredt = 1 ceil(Amo = 1 I = 0.63 Type L/C Name Primary 1 U Number of Nodes 56 Highest Node 56 Number of Elements 89 Highest Beam 89 Software licensed to W.A.Sutherland & Associates Inc Job Title Client Job Information Name: Date: Engineer 15- Jan -03 Checked Approved I Structure Type I SPACE FRAME I Number of Basic Load Cases Number of Combination Load Cases 1 0 Included in this t t re data for: s nn ou a Nodes 1 1,15,14 Beams 14,22,24,23,16,21,18,17,19,20 Included in this printout are results for load cases: Job No Part Ref By File 120.std Sheet No I 1 J Print Time /Date: 15/01/2003 19:36 STAAD.Pro for Windows Release 2002 Date! 5 -Jan -03 Chd Date/Time 15-Jan -2003 19:34 /A 0 3 Print Run 1 of 9 miomiOwning (305) 576 -2029 VIioma3 c'lwning3 (305) 649 -4511 3905 N.W. 31 Avenue, Miami, FL 33142 Pattern No.U►tRAE -t , 4. 49-1( Weight: q °2 - Color: VI °Ss C -1.-4 -` 65 C." Finish: 1 GC 5aLcntak Dist) Ace>(.Lc. C55 f2-E 5I �1TE PLAN Iv LOAD CAPACITIES FOR LOK /BOLT TM. IN CONCRETE EMBED. TORQUE 2000 PSI 4000 PSI 6000 PSI »n rraa TENSION SHEAR TENSION SHEAR TENSION.. SHEAR 1/4' 1 -1/0' 4 1.190 1,520 1,440 1,630 1,730 1.670 5/16' 1 -1/2' 8 1.590 2,015 1.753• 2,015 2.110 2300 3/8' 1-5/8' 16 2.200 3,070 2.700 3,250 3,300 3,365 1/4' 1 -1/8' 28 3,500 4,050 5,015 6,372 5273 6,145' 5/16' 1 -112' 60 4.060 9.950 6,345 10,259 8.725 102,20 3/8' 1-5/19' 90 5230 15/19 9435 16,615 11.960 16.725 LOAD CAPACITIES FOR LOK/BOLTTM IN HOLLOW BLOCK EMBED. TORQUE AST/4 C -90 BLOCK SIZ DEPTH 0T. -L3S) TDIS®1 SHEAR 1/4' 1 -1/8' 2-4 1 1200 1.700 5/16' 1 -1/2' 6-8 - 1.430 1979 3/8' 1 -1/2' 12-16 1.700 2.190 1/2' 1 -1/2' 22-25 2,460 2,340 2' POST ANCHOR DETAIL typical 3 Plate anchored Into concrete eth � I� � '/i" �� 4 , IC 1n'Sf • TRACK AND HEAD DETr4ILl' typical 3/16'd x 1.5'9 x 21 S1=L PLATE ANCHORED WITH (1) 3/8' x 3' SLEEVE PNC'4:R BOLTED DOD CONC. max. 3 42. N.T.S , J 4 GENERAL NOTES 1. All tubing to be ALLIED 50/55 with Gatorshleld. AU pipe to be ASA Schedule 40, galvanized. 2. All welds shall comply with the A.W.S. Code <latest edition). 3. All welds covered with corrosion resistant coating. 4. All structures designed In accordance with the following Codes (latest edition). A. Florida Building Code, Chapter 43 /asce 7 -95 5. Awning covers shall be removed during periods of high wtndsl specifically, winds In excess • of 75 m.p.h. 6. All connections shall be fully welded CU.O.N.). 7. All frames have been designed using rational analysis. h I C <E6011 2/16 W d' cr O 2 3 v 2 1 0 CONSULTING ENGINEER: W. A. SUTHERLAND, P.E. PE 44353 cswcar01 2.0.44r1 12926 S.W. 133 Court, Suite A Miaml, Florida 33186 Phone' 305/255 -1948 Fax: 305/255 -0831 rAERICC FLAP )141 GUTTER R SIDE V\EN 3 �g i Z 2 PosT 11 t , 3''x3 " x4 V ft W6LOfD To COL oty p) 11 0 S w . To p e 8 °T 1 9. • Co TRUSS 5" 617 _ 11 0 tI \ ', •" ."- • • ••• • ° 7. - .• • • . -. ',,,.. • ..-....:.:,..,,, • ...-...::.,%'..,.., ..a --- - ' . ..-. ...,_ 11-:........4 1 I 776_ 2-//3/03 •.4 3 L•1^‘ • • Ca?. C:i1C1: 1 SUBJECT TO CO+:,?LiD.CE UTE U. FEDERAL, STATE OD COLIMY RULES J) REGUIALONS. MIAMI SHORES VILI.AC:: ASSnIES G FEF: FOR ACCURACY OF OR RESULTS FROM 'NESE PLANS. COMPLIANCPF. WITH TEE SOUTH FLOP. iDA 311112:1G CODE AS ADOPTED BY sl-nazs VFLAGE S KiOU!RED. TIE ARCHITECT, BUILDER & SUB CONTRkeTORS ARE CH.V.C2f: V.1TH THE tf,VOWLEDGF. Of ALL BUILDING 1 REGULATONS WHETHER CR NUT SPECIFICALLY WDICATED HEREIN. CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 120 N.E. 91 Street NAME(S) OF APPLICANT(S): Michael Morris /Melissa Latus APPLICATION DATE: (Date Application Received by Village Clerk) November 4, 2002 CERTIFICATE OF APPROPRIATENESS REOUEST FOR: A. Installation of a Fabric Canopy /Awning Sunbrella Signature Series — Moss Classic Style 4911 BOARD DECISION: APPROVED APPROVED WITH CONDITIONS DENIED SIGNATURE & TIT LE / DATE: i 1 ! 13 /0k i Clerk NAME OF PROPERTY (If applicable): cc ADDRESS OF PROPERTY: 1 D ,v f, � 9„,1 NAME(S) OF APPLICANT(S): Pic i4C1 J. f1 v'vi j / Me 1,554 4. Lg 4 us (Note: If the applicant is a person other than the owner(s), evidence of that person's authority as agent other than the owner(s), evidence of that person's authority as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: D5 )' �S`� - I (, 1O / 5051q5/ - 5/2-(e APPLICANT ADDRESS : (If different than property address) PRESENT USE OF PROPERTY: INDICATE CLASSIFICATION OF PROPOSED WORK: MAINTENANCE OR REPAIRS _ DEMOLITION OTHER (PLEASE EXPLAIN) DESCRIPTION OF THE PROPOSED PROJECT: rr- r o -F , o(1 12- LABELED PHOTOS SIGNATURE OF OWNER(S): MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS pig „raw ves► d eA,,C. SIGNATURE OF APPLICANT(S): MI Cttad M,ri el iss& L A&U RESTORATION REHABILITATION NEW CONSTRUCTION F yiC CAP 0 1 n ((0 a.I PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: X SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) ELEVATION (W /DIMENSIONS) SURVEY (WITHIN 5 YEARS) COLOR SAMPLE MATERIAL SAMPLE OTHER CERTIFICATION UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE EVENT OF THE APPROVAL OF THIS APPLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS APPLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. DATE: 4 i%2- MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (If applicable): cC� ADDRESS OF PROPERTY: 1 . 2 U NE c t I Jfre-c1 N1 � c.1 ( J . M 0',- s M e I ss . A. La f vs NAME(S) OF APPLICANT(S): / (Note: If the applicant is a person other than the owner(s), evidence of that person's authority as agent other than the owner(s), evidence of that person's authority as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: 3 D5 J "3 - I (c 1D / 305 115(, - 5/ Z(. APPLICANT ADDRESS : (If different than property address) PRESENT USE OF PROPERTY: p v i 11^0-1 Vt Sr d rn c,c. INDICATE CLASSIFICATION OF PROPOSED WORK: MAINTENANCE OR REPAIRS RESTORATION REHABILITATION DEMOLITION NEW CONSTRUCTION OTHER (PLEASE EXPLAIN) ""�� DESCRIPTION OF THE PROPOSED PROJECT: ri�2vIC CAno I n546. F Ior a� fret o c PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: X SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) ELEVATION (W /DIMENSIONS) LABELED PHOTOS SURVEY (WITHIN 5 YEARS) COLOR SAMPLE MATERIAL SAMPLE OTHER (i S ot004 i Q Red1 UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE.EVENT OF THE APPROVAL OF THIS APPLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS APPLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. A SIGNATURE OF APPLICANT(S): M i ci M iacl y ri s DATE: Ili 4/u L SIGNATURE OF OWNER(S): CERTIFICATION e ( l 55a& &S ezeee/ ilittm, 3905 N.V. 31 AVENUE' MIAMI, FL. 33142 305 - 649 -4511 FAX: 305 -643 -9659 u'A1.1 � L,cr c? t�?'± 4 7 ifl ,: by WADE CANVAS PRODUCTS CO. G C113LE t 0 q 0 cc w • Pi/9e • \: • /23 /2.15 300 2 .4 Wry 4 U "^ S.70 4 56.8 (r. 23.0 • Q, 0 /5.5 6. 5 C' N /6.5 c v O; 0; » ea'y liege /a /ion- 1 CMCgi by fA.D.E CANVAS PRODUCTS CO. C [1BLE TO (2- i oSE2 3905 NAV. 31 AVENUE * !111Ai\i1, FL. 33142 PH: 305 -649 -4511 FAX: 305 - 643 -9659 M 2 . Moi szi s ) 20 HE ci I Si 12-EET M 1.41-1 1 5i_1012E ,1L. 33( 3 q r t , N — c'; I. 23.0 , ..I4 �a. 0 2-SN. \ i 0 c i s. Q n C'B•g \ 9 J 36.8 t;9'' cv oi 3. heavy liege /0 // 6 5 .1 /6.6 (ti so " 5.0 Q.90 SIDE VEN Z 2(O3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date9I f 13 Type Insp'n ` ( OWflT T Permit No. 3P ,2006 - 3? )I 1 Name O R I-Q' `J C Address \ 2 0 9)-[ Compan Thornos f\\ rrip Phone # ^ C7e - 1 - 451 Time For Inspector: 3? 1 I )1 Name & Date Approved Correction Re- Insp'n Fee ❑