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ACT-10-1158" - 7f 1 1I v -5asamC. to --301 BUILDING PERMIT APPLICATION FBC 20 Job Address (where the work is being done) 324 4/4 ST, City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11' 3 _ 013" 6 18 o is Building Historically Designated YES NO Contractor's Company Name i'�I I A rA I ,s.l%l NW 6- Co. Contractor's Address City Qualifier Name State Certificate or Registration No. Miami Shores Village Building D ep artm.ent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1FeI: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Vie 5 hJ -61 Avvv. Architect/Engineer's Name (if applicable) . 1 7 - 0 17 Mgt 0 it vZ `-24 2 o ['Alteration Value of Work For this Permit $ Type of Work: ['Addition Describe Work: 01, i1L t 4trb, f i u mu. 6►J B @) STATto rJ &Pi Submittal Fee $ Permit Fee $ Permit �i o.kr J Q-6 zt Master Permit' No. Permit Type UILDING ROOFING Owner's Name Fee Simple Titleholder) / -- ( p ) �� F�ht 46 4 1 g�:��t.l Phone # Owner's Address ' 44. 4 I A MI t j4 ' s t Cit MIAMI , .c f State Zip -6. .5 ' Tenant/Lessee Name Phone # Email Zip Flood Zone Phone# WO' 51( `P+� rL. -33) 4 1�1 la r 1 I State �,.. Zip ° 72 14'2 ' Y m l at+6 L. if- I !Ai Phone # � J -q70 — 10020 C i Certificate of Competency No. L.0 DO DO 12161 'Contact Phone SOS • 57(0- 201.9 E -mail Square / Linear Footage Of Work: 2b2 EINew ❑ Repair/Replace ❑ Demolition CCF $ CO /CC .$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Boind $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $. D 5D. See Reverse side -� 2010 Bonding Company's Name (if applicable) Bonding Company's Address City State 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 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 approved and a reinspection fee will be charged. Signature - `.Owner or Agent it Contractor The foregoing instrument was acknowledged before me this l6 The foregoing instrument was acknowledged before me this J& f ...104C , 20 b ir -N uP by fg I S-+` ie'� ff le day of N , 20 I0 , by 1'"G U.,JV& (J is personally known to me or who has produced who is personally known to me or has produced As identification and who did take an oath. as identification and who did take TARY PUBLIC: NOTARY PUBLIC: TED k UN yCom 4 MY COMMISSION # DD :7738 EXPIRES: June 30, 2013 Y Bonded Thru Notary Public Underwriters uJ ommission Expires: • d vM Ni Z4 ***** **** * * * * * *,r * * ** * * * * ** * * * * *** ** APPROVED BY ra Plans Examiner /2r/to Zoning (Revised 07 /10 /07XRevised 06/10/2009) Engineer Signature Sign. Print: Zip ission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * fir* Clerk checked Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,243 Lot Size: 9,525 SQ FT Year Built: 1939 $50,000/ $316,692 1 53 41 6 53 42 MIAMI City: SHORES SEC 1 AMD Legal PB 10 -70 LOT 9 & E1/2 Description: LOT 10 BLK 46 LOT School Board: SIZE 75.000 X 127 OR $25,000/ 15546 -2765 1291 4 COC _ $341,692 23043 -3667 01 2005 1 Year: 2009 2008 326 NE 94 ST Applied Applied Taxing Authority: Exem en/ Exem 326 NE 94 STREET MIAMI Value: Value: Regional: $50,000/ $316,692 $50,000/ $430,128 County: $50,000/ $316,692 $50,000/ $430,128 City: $50,000/ $50,000/ $316,692 $430,128 School Board: $25,000/ $25,000/ _ $341,692 $455,128 Folio No.: 11- 3206 -. 13 -6180 Property: 326 NE 94 ST Mailing PABLO BRESSAN &W Address: FERNANDA BRESSAN $242,741 326 NE 94 STREET MIAMI $366,692 SHORES FL Assessed Value: 33138- Year: 2009 2008 Land Value: $162,778 $297,779 Building Value: $203,914 $242,741 Market Value: $366,692 $540,520 Assessed Value: $366,692 $480,128 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Hommest ®ad: YES YES Miami -Dade My Home My Home miami• de.gov Show Me: Property Information Search By: Select Item 0 Text only ® Property Appraiser Tax Estimator 11 Property Appraiser Tax Comparison NI Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Io ion, n Aerial Photography - 2009 My Home 1 Propertv Information j Property Taxes I My Neighborhood 1 Property Appraiser Home j Using Our Site I Phone Directory I Privacy 1 Disclaimer 0 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 Legend N Property Boundary ▪ Selected • Property �✓ Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/29/2010 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA ?TAE Cr Fr 1 HEREE)''c THE UNDERSIGNED hereby gives notice that improvements will b�$ ' o real property, and in accordance with Chapter 713, Florida Statutes,-.the_fplIowiri� � L" information is provided in this Notice of Commencement. IVY r' RR.1/Fy COUNTY OF MIAMI -DADE: This Notice of Commencement should be recorded at The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 1. Legal description of property and street/address: 3p cz` ST 'LLD tea 2. Description of improvement: 1vv s3 ‘ 4. Contractor's name and address: P1 L Ar'L I fii, WW1 J& C-Q 5. Surety: (Payment bond required by owner fro Name and address: V e Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated provided by Section 713.13(1)(a)7., Flo Name and address: Sworn to and su I bbefor Notary Public Print Notary's Name My commission expires: �wJ 30 1 contractor, if any) 3. Owner(s) name and address: re 12 rJ Alg O & tig.66$6 4 2 G � "- WI t X11 e, Leo W i f (, • Interest in property: p l■9elt.. Name and address of fee simple titleholder. \p e this day of d 'I' 20 (U . 111111111111 1111111111 11111 11111 1111111111111 CF 2010R0444-538 OR Bk 27339 Ps 2636; (1Pe) RECORDED 07/01/2010 14 :10:55 HARVEY RUVIHr CLERK OF COURT PIIAPI -DADE COUNTY, FLORIDA LAST PAGE p'..c'r; OF.. ;3 9 mi ,s, s ,yy� dory VA 2 y Owner upon whom notices or other documents may be served as a Statutes. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided 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 different is spy ified) "I">EO L11JZE 31DS lug 3i �� �3► z itMtsbeM �! UGSsa Prepared by 30S - 0.11 11511 JOB :10-71651 LOCATION SKETCH • SCALE 1 "= #J E. S almi" ST U N . 00 .01 a r. 7 51 ... _ 3S S' • ■ 1_ 1- 111.• . d 4 Pi a 19 a 20 r 21 . 22, 23 : 2 4 = 25 a '2 r 2 7 25 -. 0. r PLAT OF MIAMI SHORES LEGAL DESCRIPTION :Lo t 9 and the East i of Lot 10,Block 46,AN AMENDED SECTION NO. 1,according to the Plat thereof as recorded in Plat Book 10,Page 70 of the Public tecords of Miami Dade County,Florida,- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NJA DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON ANDIOR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. X 6) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE • ...... ., _ .8},__N0IJNDERGRO.UND_LOQr+4T 1 R§ DP.M BY THIS CO}41PANY. CIRT1F1ED TO :Pablo and FErnanda Bressan,First American Title Insurance DATE Company,Rojas & Stanham,LLP, Jnauray 29,2010 Bank of Coral Gables f APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property Is true and correctto the best of my knowledge, information and belief, as recently surveyed and platted undor my direction, also that there are not above-ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the.Ftorida Board of Land Surveyors pursuant to Chapter 61G17.6, Florida Administrative Code, Section 472 -027, Florida Statues. �r L. §.140) ••• • • • • • • • • - • D. Atone 6187 NW 167 STREET, H5 ■ Pr- - ssionat Land Surveyor MIAMI, FLORIDA 33015 Ce tIfrcate No. 3590 . S<ti5 a 4x40 • • • • • • State of Florida . • • • THIS IS A BOUNDARY SURVEY • : • • T VA IINCESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL ••• •• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • •• • • • • •• • • • ••• • • • • • • • • • • • t.• •• z 0 PLAN OF SURVEY SCALE 1 "= • • •• • • • • ••. • • . • • • • • • • • • ••• • • • • • • • • • • • • • •. •• • • • •• .• • • • ••• • • • •OO xZZ: q1 c.wA`f Vl •• • • • • • ••• •• Iv . • In .. • • • • • •• 0 it' • •. • • • •• •• •• 2.2 AJP..4.er. i A._ARC DISTANCE A/C...AIRCCNOmONING • cses...couORETrr MORK STRUCitiRS .p rLL....OVERHEAD ufUTY LNE CE-CLEAR CAL... CENTER LINE RAD. RADIAL END-ENCROACHMENT • RIWARICIIHTOFWAY „. • Ff'...FOUN RON RIPE. Q.H. »CVERREAD VLLL.,WATERMETER C.H....CHORO DISTANCE PIC -PROPERTY UNE CONC..eONCR9rE• F.H. ARE HYDRANT TIP ...UTO.M1POLE R...RACIUE u.E...UT4rrYEASEMENT 8 ..CENTRAL ANGLE R...RACIUS PL.. -PLANT : ... NGERT i .!_CA1Cti BASIN AM H..tANHOLE CLF „.CHAIN LINK FENCE W.F�..WOOD FENCE • - - -- - - TRACK & HEAD DETAIL FABRIC LIN 3 A6 "0X1y "X2" TEEL PLATE (1) Y "X3" WEDGE BOLT TO CONC. WALL @ 36" MAX O.C. RISER 1/2° 0 LACE BAR LACE ROPE LACE BAR DETAIL: ISOMETRIC 1" SMOOTH CLAMP { "X3 "X6 "ST. PL. IN TO EXISTING 2"X6" WOOD W/ (2) %"X3" HEX HEAD LAG BOLT (TYP OF 1) SIDE VIEW 'JUL 19 7010 ALL PIPE 1"0 UNO 4 "X 3 "X6 "ST. PL. IN TO CONC. WALL W/ (2) Y2 "(MIN EMB. 4 ") WEDGE BOLT POWER (TYP OF 6) PLATE DETAIL GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ASA SCHEDULE 40 GALVANIZED STEEL PIPE UNO. 2. ALL CONNECTIONS TO BE FULLY WELDED y. 3. ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. 4. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 FLORIDA BUILDING CODE AND ASCE 7 -05, V. 90 MPH, I4177 . 5. NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 6. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. -4- 12'-0" MEAN ROOF HEIGHT 0 w 1- 0 C!� C.) U - O U w Q Z CL W M o LU Ch i b E U CD ¢ � ` !'' rn z ZPE P, cF, Z c''3 0 i it Q . u- - Z = o Q Mm iw RE. f. Q : CONSULTING ENGINEER 13380 s� STRUM', a�� " " ���L 23186 FLORIDA P.E. I68 LL U TRACK & HEAD DETAIL %8" 0X1y "X2" TEEL PLATE (1) Y"X3" WEDGE BOLT TO CONC. WALL @ 36" MAX O.C. ALL PIPE 1 "0 SCH. 40 •• ••... • • • • • • • • • • •• ••• •• • • • •• •• ••• • :• • ••• • . • `` • • • L •• e B 11 S 0 M E T R I C • CER1IF ICAYE OFION©kIZATION # 28461 33 W 128th STREET, MIAMI, FL 33186 6 : 6 • . • • • �ht�NE:# (3(5) 253 -9442 • ..• • .. • . • L •.••. •• • •..• • 11* " X 3" X 6" ST. PL. IN TO CONC. WALL W/ (2)y "( MIN EMB. 4 ") WEDGE BOLT POWERS (TYP OF 6) PLATE DETAIL FABRIC LIN RISER 1(2'O LACE BAR LACE ROPE LACE BAR DETAIL: GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ASA SCHEDULE 40 GALVANIZED STEEL PIPE UNO A-500 - GRADE B. 2. ALL CONNECTIONS TO BE FULLY WELDED o7;1" 1Y1 y V 3. ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. 4. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 FLORIDA BUILDING CODE AND ASCE 7 -05, V= 90 MPH, 1 =0.77 . 5. NOTIFY ENGINEER OF ANY ERRORS I OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 6. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. - - 12' -0" MEAN ROOF HEIGHT •• • • • • • • •• • • • • • • • • • • • •.• • • • • • • •• • • • • • •• • •• • SIDE VIEW ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • ••• • • • • • • • • •• •• •• • • ,7 ••• • • • • • • • • • • • • • • • •• • • • • • •• • • •• • • • ••• • • • ••• • • • ••• 44 � 9 a 0 SNOUT 1fl9 1d1:13a3d - nd �r d aNV s31flP A' Nn CINV 3L.V1s f-wP/ 3ONV ldwa0 o! iorons / 1dD0 0019 Jl " Ida) ONINOZ 3LV0 A9 O A0NddV om' ,1,,\ s !uJP. n � N •.. • • • ••• • • • •• •• • • • s• •• • • • • • • • • • • • • • •e• • • • • • • • • • • • ••• • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• ••• •• • • • •• • • •• • • • • •■• • • • • • •• ••• • • • • • •e • • ••• •• •• • • • • • • • • • • • Y • • • •• • • • • • _ •• • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• •• • • • . • • • • c.l II�T (1111J('� 1 11111111 yta1111(111 111IYll11111 C 177 � I ti- .12 11 ,C11 11 iat1T11i11 ?L1IMni=aT1(1 is == 1(It1. Tt11rtT� )t11t 1?T�, A 1 1 1 1 1 1 1 Pec X Qtertttttate of jYtame 3&ettance REGISTERED APPLICATION CONCERN No. F -36805 336- 227 -6211 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 AT 2937 WEST 25th STREET CITY CLEVELAND STATE OHIO Certification is hereby made that: (Check "a" or "b ") (a) The articles described on the reverse side 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 laws 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 on the reverse side 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 FIRESI Reg. No F -36805 The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) GLEN RAVEN CUSTOM FABRICS 67534 Customer order # Name of Production Superintendent We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. TRI VANTAGE, LLC Control /lot # 3964458 Tii1 Vantage, LLC Invoice # ISSUED BY GLEN RAVEN CUSTOM FABRICS, LLC 1831 N PARK AVE GLEN RAVEN NC 27217 ••• ••• • • • • • •• *NIC* FIRESIST HUV 88054 • • •• • • De;cr3ption • • • •• ••• •• • 898054 product Code • ••• ••. • . •e• ••• • • • • • • • • MIAMI AWNING CO • • •• • •• • • • • • • • • 3905 NW 31ST AVE "• ••• • MIAMI FL 33142 -5122 •• • • • • •• • • • • • • • • • • • • ••• • • • • • . •• • • • • • • • . • • •• •• •• • 44113 By STEVEN L. ELLINGTON, GEN. MGR. Title By off Aile_. • Date Work Performed 7/23/08 21.000 YD Quantity A WNING STEEL STRUCTURAL DESIGN - CANTILIVER . - FLORIDA BUILDING CODE 2007 EDITION - AJSC STEEL CONSTRUCTION ASD FOR STRUCTURAL STEEL , 13th EDITION - A.S.C.E 7 -05 FOR WIND ANALYSIS AND DESIGN. .WIND LOAD CALCULATIONS - Z < 60 ft ' WIND CODE= ASCE 7 -05 • WINDSPEED= 90 MPH IMPORTANCE FACTOR(I)= 0.77 - FBC 2007 3105.4.2.1 MEAN ROOF HEIGHT: Z= 20 ft EXPOSURE CATEGORY= "C" EFFECTIVE AREA= 9 ft X 7.5 ft Kzt= 1 - Section 6.5.7.2 Kd= 0.85 - Table 6-3 Kz= 0.85 - Section 6.5.6.6 qh= 0.00256 * Kz * Kzt Kd *V2 * I - Section 6.5.10 11.535955 psf & 9 ,V641 wee S e eeeiu y, 4de Certificate of Authorization # 28461 13380 SW 128th Street, Miami, Florida 33186 - Phone -Fax # (305) 253 -9442 And: GCp= -1.50 - Fig. 6-11 b - Aeff = 67.5 SQF Gcpi= 0.00 - Figure 6-5 P design = qh * ( GCp + Gcpi ) -17.3 psf LOAD ON CANTILIVER TRUSS - SPAN = 7' - 6" W= -17.3 psf 9 ft - 155.74 lb/ft LOAD ON FLAT TRUSS - SPAN =9' -0 W= -17.3 psf 3.75 ft -64.89 lb/ft DESIGN OF CANTILIVER TRUSS - SPAN = 7' - 6" Fy = 42 Ksi USING A- 500 - GRADE B Span= 7.5 ft M= 155.74 x 56.25 = 4380.06 Ibs -ft 2 Then M = 52560.70 lb-in Assumming Fb = 0.66 ( Fy) = 0.66 x 42 = 27.72 Ksi Then Srqr = 52.56 = 1.90 in3 27.72 DESIGN OF FLAT TRUSS - SPAN = 9' - 0 Then try with : (1) STEEL TRUSS H= 20" - PIPE 1-1/4" - SCH. 40 Sxx= 11.30 in3 > 1.90 O.k THEN USE (1) STEEL TRUSS H= 20" - PIPE 1 -1/4" - SCH. 40 Fy = 42 Ksi USING A- 500 - GRADE B Span= 9 ft M= 64.89 x 81.00 = 657.01 Ibs-ft 8 Then M = 7884.10 lb-in Assumming Fb = 0.66 ( Fy ) = .(1.60 • . • • • • • 42 = 27.72 Ksi Then Srqr = : 7.88 • •. • • • • • • 0.28 in3 -' a 7.72 . . '' "• 'llien try With! (1, STEEL TRUSS H= 8" - PIPE 1-1/4" - SCH. 40 • •• 1I3EN • GUISE .(1) STEEL TRUSS H= 8" - PIPE 1 -1/4" - SCH. 40 • . • • • • • . • • • • • • • • • • • . • . • • •• . • ® J • • ••• .. • • o *E., FLORIDA RE # 053902 • • •• • • •. •• • • • Sxx= 3.46 in3 • . ••. . • • • • ••• • • • • • • • • • • .• • 67.5 ft2 0.28 o.k & 9 ,4d ea`zee 54944e01449, y, "e Certificate of Authorization # 28461 13380 SW 128th Street, Miami, Florida 33186 - Phone - Fax # (305) 253 - 9442 VERIFY TRUSS TO WALL CONNECTION - SHEAR & TENSION Moment = 4380 lb-ft = 52561 lb-in H= 20 in ' T =C= 2628 Ibs Per Each Plate R= 156 x 7.5 = 1168 Ibs TOTAL LOAD Tension= 2628 Ibs Per Each Plate Shear= 584 Ibs Per Each Plate Try using (2) 3/8" Wedge Bolt Powers ( Min. embed. 3 -1/2") - See Attached NOA Spacing Between Bolts= 4 > 4.5 in 89% FULL DESIGN TENSION SHEAR Ru= 2205 x 2 x 89% 3920 Ibs > 2628 Ibs Ru= 1535 x 2 x 89% 2729 Ibs > 584 Ibs O.K CHECKING BIAXIAL STRESSES 2628.03 + 3920.00 584.01 2728.89 •• • •• • • • • • • • • • •• • •• • • • Then use : (2) 318" Diam. Wedge Bolt Powers or Equiv. ( 3 -112" Emb.) per Plate. • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • • • • ••• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• ••• • • • • • ••• • • 0.88 < 1 o.k r FLORIDA P.E. # 053902 Figure 64I gnawed., ratio/ Iikomeinkaibms 42 it �o -.s 4a 4A 11 - 1.0 4* 1 44 4* 42 0 42 aot 44 1 11.11 10 100 iiisi tO IN MN 1:711111M11111 i■�rrs 11•1111111111i 1■ ��■�� ►.111ii �ii��im LQO MOS:11i�i i!7\1111N111111111 iaJNIIIwIE -:__.- 111111111i- i -_iti 1111•1•11111liii ■i 0 P rrIP07i111111111111111i r tiri11111 111iti = • .. • • • • • • • .. .. • • • .. . ... • • • .. • • 42 10 2® on 100 200 =tow M 0.11 !4 N P$4 tlto$ mad Mttr, fi Nu ) 42 i 22 22 42 44 u AS 44 as I 40 44 14 10 1 10 as 50 110 2110 5001005 04 04 04 P4 084 4304 Mae Sind Awe 01 1.1 4* *stem 1. Vertical scale denotes GC to be used with q,- 2. effective wind arm, in squam it t (square meters). _ Phu and miens sirs signify possum acting toward and assay frotthe surfaces, respectively. 4_ Eadi component tau be designed for m asimrrrrt positive and negative 5. Ifa t uz hightr 9' 3 ft (O.9m) is provided around the perimeter of the metyith 0 _ 7°, the atc ;3 hil be equal to those for Zone 2 and positive values of GC„ in Zones 2 soul 4 hie sot to' fir Zones 4 and 5 respectively n rig= 6-1 IA. 6. values of GC„ for roof overhangs inetisae pressen cratnindioas from both uppsr and lower surfaces. 7.111x :. 0.4b, w is smaller, but not less than either of � tdp d t of .. or 0. . lea .dj inoo 16 01).9 m). be t Q % t'. 0: Angle of plane of roof from horizontal, in degrees. ... . . . . ... . TABU No. 1 1 WEDGE-BOLT ANCHOR - Allowable loads. Anchor Sin 1 (•1 Embedment 0 r ' 2000 psi Concrete 3000 pen Co naeto 4003 pi Concrete 5000 Pei Concrete 6000 pet Concrete Tension ) Shear' (pounds) Tension (pounds) Sheer (pounds) Tension (Pounds) Shear (pounds) Tendon (ponds) Sheaf (pounds) Tension (ponds) gear (parade) 0./4 r 1 130 . 860 , 260 ' 390 • 335 520 375 560 P 415 600 1 -1/2 ' 366 • 550. 450 350 . 573 350 580 590 620 625 2 ' 600 • 554 • 795 560 995 350 1,115 640 1245 730 2-1/2 - 880 350 0.025 • 550 1.165 590 1240 640 1,315 730 3/8 • 1 -1/2 . 475 645 553 1010 630 1,170 695 1,440 760 0.710 2 . 750 1410 965 1,190 9138 1.270 1.140 L490 4300 1.710 2 -12 • 1.023 4370 1.190 1,370 1.330 1.370 4595 1.540 1.035 4710 3 • 1450 1425 1,695 L455 1.935 1.480 2205 1.395 2,475 1,710 3-1/2 • 1,875 • • 6.475 2,205 0.535 2,575 1590 2.825 . _ ... 0000 — 1.650 3,110 -- 1.710 -- ___ ___-- r 1 /2 - --- 2 , — 0000 715 --- , L430 . - 870 - - --- 1,370 ' - -- 905 _ ----- - 4705 1090 1.943 U95 2.183 2-1/2 1,025 , 1,670 1.163 1,775 1,300 1,875 1,460 2,073 1620 2.270 3 • 1,480 , 1,790 1,715 1,949 1.950 2,095 2.130 2.195 2,345 2270 3 -1/2 • 1,515 • 2.165 1020 2220 2.120 2.270 2250 2,333 2,973 2,400 4 ' 1,890 2.065 2,525 2,220 3155 2270 3155 2233 3,155 2,403 - I I S/8 2-12 855 LAO 1.020 2,233 ON . 2.703 1,435 3,030 L723 3.330 3 1140 2.323 1,493 2.690 1845 3,455 2045 3.303 2212 3.550 4 2,060 3445 2/625 3,120 3,190 3490 3,383 3,835 3.580 3.980 5 3,325 3,750 3,940 4,010 4.555 4,270 4,865 4.395 5.215 4,440 f 3/4 3 1,080 3,003 1.350 3,420 1.620 3,839 1,900 4265 2.175 4493 4 1,780 3,630 2 ,410 4,590 3,035 5,350 3.270 5430 3.505 5,705 5 2,835 4,690 3293 5,403 3,735 6.110 4.303 6.150 4,050 6.190 6 3,045 5,745 4.200 6,210 4 ,473 6,670 5.355 6,670 6.190 6,670 ITASLE No. 2 1, WEDGE ANCHOR - Allowable spacing Ltd Ed 000lst DISTA0ES 231 REDUCED imam CAPACITY (I@I*n*laithesoO RODIJC?OJ( FACTOR DISTMCE Ern FULL A OIR OIPAL7(Y (Critical Oietmnee) SWIM IETVEEIl 20.3t0 - TOON ' 12d f • - 4d• • ••- 0.5 e. ow= IEIVFDI NOM - 84/0 ' l2d ' 4d• • • a a • 0.75 "' 1313: DISTMCE - TOWN • 94 , 3da • • • 0.70 / Off =NM - I(AR ' 12d / 3d ' • 0.1' ' 08 03/16/2006 PRODUCT DESCRIPTION: THE WEDGE -BOLT ANCHOR 18 A W44VERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FORME 94 STONE AGGREGATE CONCRETE IT IS A VERSATILE HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE IT IS AVNLABLE WITH A FINISHED 143X WABIt( HEAD N 104', 3AT, 1?, 6,9' AND 304' DIAMETERS. THE MEOGEBOLT ANCHOR E A ONE-PIECE UNIT FORMED PROM THROUGH HARDEM31 6TEE. WITH A FV60HED HEX HEAD PMED WITH AM NTEGRAL WASHER A DUAL LEAD ENNEAD, 000 A CHAMFERED EP. TOE CARBON STEM VERB2ON OF THE ANCHOR 18 MC—MATED FOR CORROSION RE2STANCE WITH A SUPPLEMENTAL CHROMATE FINISH N AOCOMANCE WITH A8218 B 633. .. (XA413aT8 REPRESENT A POWER TYE°OE$p.T ANCHOR ANAIYZ[3? WITH THE PROVIBNON SET FOR THE ISSUANCE Of A NOTICE OF ACCEPTANCE (NOAH BY WAMI.DA06 COUNTY PROCUCT CONTROL ONMSION FOR THE HIGH 1Ili0CfTY HIAMMCAIE 599 (HMCO OF THE FLORIDA WILL EM CODE 2004 WON 2000 SUPPLEMENT. R ANCHOR INSTALLATION SHALL BE MADE N A000ROANCE WITH THE MMNFACTURE'B PUNISHED NBTALIATI0H NSTt81CTI2NS ' MID T HM 141A604)ADE COUNTY BCC° NOTICE OF ACCEPTACE THE WEDG -SOLT ANCHOR HOLE MST BE DRILLS USNG A - SPECIAL MATCHED TOLERANCE W® OEB2T . TO INSTALL TVIE ANCHOR PRESS TFE CHAMFERED 71P OF THE ANCHOR THROUGH ' THE MIME INTO THE HOLE, AN®TICMREN TT USING A SOCKET WENCH OR IMPACT WRENCH. AS THE MHCOR 1811GM820 ' INTO THE NHL£ THE FEMME OWL LEAD T1REl08 L2669CUT flE WALL OF THE lime THE DUAL LEAD THREAD IS / FOFMED WOW A IRON IHELOCANCAE TOR FAST ENTRY AHD AOVANCY44 A SPECIALLY DESIGNED RELEF THREAD FORMED N THE OOOY OF THE ANCHOR MOWS EASY TIGHTENING IN0. FOR BASE OF ID8D7pC611ON AFTER NSTNIATIOHL TOE HEAD OF THE ' , ANCHOR 01 STAMPED Gym 60114 THE DIAMETER AND LENGTH ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED W TABLE a HO INCREASE N ALLOWABLE STRESS HAS 6006 USED N THE DESIGN OF T}43 P•OOUCr. / 4. THERE APPROVAL DOCLAe®4T3 ARE GENERIC MO DO NOT *401619 INFORMATION FOR Sf 8.SPECIPC APPLICATION 7.118E OF 71908E APPROVAL 000..IMEttra SHALL COMPLY WITH 04407 3t 8101573 OF THE FLORIDAAOH@•STRATNE CODE 6 ANY N000FTCATIONS OR ADOCTIONB TO NESE APPROVAL DOCl*/®4f9 WILL WOOD THE APPROVAL 000 874TS ' 1 - AAoeoble tools are booed on Ultimate 1004 divided by a 4:1 .of ry lector 2- Speane and edge •etonce NINA be in oceordonce efth Table No. 2 WilLICarzfgatIANCIWB 'A' A= LENGTH B= DIAMETER • • • • • •• • • 'B' • • •• • • •••• •••• • • • •• • • • • • • • •• • •• • 1- The Extra values are the minimum dptances required to obta th in e load vatuar fable No. 1. / d Anchor equate or Diameter. When adjacent anchors are dfferent elate or anbedr sn u* kneed vol®Io• 2- The listed values are the minimum distances at which the anchor oars be sek edam tool values 0ro•/ • adjusted opproptiofety• '•••• 3- load values 6t the tabls'ore multiplied by the reduction factor when anchors are 4otaled at to minim= &Nance 204.6, linear interpole4on may be used for .pockp or edge distances bemoan the / aitioal and minimum dmWmces. MoOlple reduction factors for more than one spacing or edge &daHlce ' shot be cdcr4ated separately and mmoUpsed. / rRw'4HC raa^a+^f+Pz s,eaek/ /O v aB..Tr f w.d: Ampo Cvds Aoegtesee Ne♦ -O v, AiiC•77 ! .G'y' RECEIPT PERMIT #: Pvcr 10 1151 1 5 DATE: 1, bAR rs-C<)ntractor ❑ Owner ❑ Architect Shores Village BuildinI Depa m: : continue permitting process. Acknowledged by: , - __� PERMIT CLERK INITIAL: eS/ RESUBMITTED DATE: l,7 PERMIT CLERK INITIAL: 6 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) Address: 52...00 .1u 14 6-1 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Owner's Name: TERRENCE SHEAHAN Job Address: 326 94 Street Miami Shores, FL Issue Date: Not Issued Expires:Not Issued Folio Number:1132060136180 Owner's Phone: (305)751 -4918 Total Square Feet: 202 Total Job Valuation: $ 2,430.00 Contractor(s) MIAMI AWNING CO Phone Primary Contractor (305)576 -2029 Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/25/2010 : Yes Comments: FOR ZONING PURPOSES VILLAGE ATTORNEY CONFIRMED THAT THIS QUALIFIES AS A CANVAS ROOF. 07/01/2010 09:37 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Zen TRANSMISSION OK s** TX REPORT $$$ TX /RX NO 0248 RECIPIENT ADDRESS 93055760514 DESTINATION ID ST. TIME 07/01 09:37 TIME USE 00'28 PAGES SENT 1 RESULT OK ti k 1 tb Z rnk, 6 To Permit No: 10-A Job Name , 2010 J, Building Critique Sheet M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 01 i 4444em h ( WO ' a tab n. Aye 144 ,, j Attu," cz4. eas) s'ct, 051 9 c -( k . tM . Permit No: 10 -6,ff Job Name ,2010 Building Critique Sheet M iami Shores VHlage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 0c15)'ce., 0514 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Inspection Number: INSP - 146816 Scheduled Inspection Date: August 10, 2010 Inspector: Bruhn, Norman Owner: BRESSAN, FERNANDA Job Address: 326 NE 94 Street Project: <NONE> Miami Shores, FL Contractor: MIAMI AWNING CO Building Department Comments August 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: ACT -6 -10 -1158 Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Phone Number (305)751 -4918 Parcel Number 1132060136180 Phone: (305)576 -2029° fabricate and install one stationary awning Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 21