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ACT-08-1935
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 22, 2008 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 102 Street Miami Shores Village, FL Project: <NONE> Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: New Block: Contractor: AWNINGS BY VALROSE hone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 -893 -5553 Building Department Comments Friday, December 19, 2008 Page 1 of 1 0 Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, December 19, 2008 Page 1 of 1 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3051'Z,25 ' j5)756.8972 G BUILDING PERMIT APPLICATIO FBC 2004 0 4 2MB Permit Type (circle): `, Building Roofing Owner's Name (Fee Simple Titleholder) c�p�1N �� --rag)ot(-� Owner's Address `\‘`-‘ 5 City I rc Shores State 1; 'L Tenant/Lessee Name ` A, Permit No. Master Permit No. -r.75S Phone # BO 5) ri 5 al ` �(1 0 Zip 33 � g Phone # Job Address (where the work is being done) 513 1\1 10 2 City Miami Shares Village County Miami -Dade FOLIO / PARCEL # \ -. 32019 - 011 - t ono Is Building Historically Designated YES NO�_ Contractor's Company Name I,W +ru e cuT \ gLt 0 Contractor's Address 1 to a7 N VA{ 15, k.vP City MV,pK.‘ Cs) Qv( ''N State L, Zip 3114q Qualifier Name CA.t`©5 c�eL.` 0,1\1 Phone # (3o 3.) V 3 - State Certificate or Registration No. — Certificate of Competency No. % 3 135 006,91 Zip Phone # (30 5) 89 3- 5 Architect / Engineer's Name (if applicable )�rta�i<v � t-tn. (y o Phone # Vi5 i.) 28 39 a a Value of Work For this Permit $ .21000 , 0 Type of Work: Describe Work: Square / Linear Footage Of Work: %() Sc ❑Addition ['Alteration r['Alteration ► / New =T\--62k1-k- 0) e_O III Ole \"1r 1`h QM) e Q oLUvrnv oNv■N q�{oand KlPca 5 U C' \ �1 _. a ' it \e' - 6" ❑ Repair/Replace ❑ Demolition 14W tt c\.> C N q CoX‘51-V clia9(06 * * * ** *** ** *, tau** *,x,r**** ***** ** **F * *, *** * ** *** ** * * * *** ray+t, ,r*,r******** * *** ***** Submittal Fee $ ® Permit Fee $ /4!9O >' CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ 1 Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -3 NOV 2 0 2008 MIAMI SHORES VILLAGE . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 14 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 The foregoing instrument was acknowledged before me this .C.2 day of tort ,20Q 11, by C &(0S Ude-[m&1) who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: iN3Q di) 1 I, 0• J "'P a% FABIANA NUDELMAN My Commission Expires: 1.0(09 * * * * * * * * * * * * * * * * * * * * * * * * * ** ,r. MYCOM I eN o`' EXPIRES: April 09, 2009 I - 80q-3- NOTARY woe H. Notary Discount Assoc. Co. 1 APPLICATION APPROVED BY: (Revised 07/10/07) The foregoing instrument was acknowledged before me this ert • day of Oc >!r , 209j , by Miss . Waa WU who is personally known to me or who has produced as id NOTARY PUB t Sign: Print: Ct3®1S4 rUo SUCS ,i j e-? l °T�\ Lzk 11 111 ,.� Geovanlrla a nez :* :�- Commissiolt # DD520390 1:4; Expires April 16, 2010 "'i Borrded Fein•Inannoe.Inc. a003857019 My Commission Expires: 411 4 I W IO *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer d "le r4)1 Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO.ACT —11 -08 -1935 Issue Date: Not Issued Expires: of issued Folio Number:1132060171000 Owner's Name: JOHN TAGGART Job Address: 573 102 Street NE Miami Shores Village, FL Owner's Phone: (305)759 -8710 Total Square Feet: 108 Total Job Valuation: $ 2,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 11/10/2008 : Yes QCertifttate of iflame 13,015tarae REGISTERED APPLICATION CONCERN No. F -36805 ISSUED BY Glen Raven Custom Fabrics, LLC 1831 North Park Avenue Glen Raven, NC 27217 -1100 Telephone (001) 336 -227 -6211 Fax (001) 336- 229 -4039 This is to certify that the materials described at the bottom hereof have been flame- retardant treat- ed (or are inherently nonflammable). FOR INNOVATIVE INDUSTRIAL SOLUTIONS ADDRESS 2003 & 2005 CORPORATE DRIVE CITY BOYNTON BEACH STATE FLORIDA 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 reg- istered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of Califomia and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Name of application (b) Tihe.articles described at the bottom hereof are made from a flame - resistant fabric or material registered and approved by • ©• Ilag Late Fir4Manhai for such use. • • • • • • • • • • • • •'ltradefname ot'flame- resistant fabric or material used FIRESIST Reg. No. F -36805 • • • •••• •• The Flame Retardant Process Used will not Be Removed By Washing • • • • • (will or will not) • •••• ••••• GLEN RAVEN CUSTOM FABRICS, LLC • •••• •••• • c• • • • •••••• Gletglagen CdstWFabrics, LLC • • Name of Appiator of'todu4tion Superintendent By, Title GENERAL MANAGER STYLE FF 88055 -0000 CONTROL No. 0345724000 CUSTOMER ORDER No. CUSTOMER INVOICE No, 0000522124 TOTAL INVOICE YARDS 768.8 DATE PROCESSED 08/13/2007 YARDS PER STYLE 0 EEC,' 768.8 MV 0 4 2::196 BY: STYLE YARDS PER STYLE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE A','ID COT,;—,' RULES AV' = �,1i °as nA S LEGAL DESCarflOht& LOT 22 AND ITT WMT U2 OF LOT 23, EtorhAnr •• .Atoinota PLAT 019044 MO= SWIM NO, 41 • • • • ACCORDWG TO THE RAT THEREOF AS meta*? St gut : • 1300N. 15 AT PAiSe 14 OF THE PUBLIC RECp0)5:0C MIX COUNTY, FLORIDA. Noma 1) ELEVATIONS, r oh0wt4 Know, M RELATNE To me, NATIONAL. GEODEI1C vtencit mum OF t 2) UNDERGROUND INIFROVNENTS AND/OR UNDERGIWUNEIENOROACHMENTS NOT LOCATED OR 31-10VA4. 3) MARING5fANGLES 514�I HEREON REFER TO TM? MOVE it*RIONED PLAT OR LEGAL DESCRIFTION, W)01:- CAlietiMiG NOT LOCATE() UNIE55 OFIREMISEStitX44- 5 TITS SURVEYS MC fethOTING fustrosts 41 For Dri • before fin aped fc LOT 25._1511XX 93- tiaiA SRO eways and/oriSi inspection and bond c refund; all soil and yar ust be cotriptael. lam! Shor BY BLDG DEPT SUP, ;17r;T:6 Cflf1P1 «tR C,: ;WiT.1--i ALL FEriff3AL M1-7 AND I HERM CERTITYTtiAT MSS SMCII Or 'z, -. MINIMUM TEaINICAL 5TANOA1O5 SET fORTI-I I3Y t 1sDA --, PROFESSIONAL SURVEYORS MD NIATTEft:IN fl 1G1);-6. fLORIDA AfittAWSIRAIWEcocte, PUlt5UANT-TO SAC110N-A. 7.027, MORIDA 5TATUTES% 'NOT VAUD wmiour rnE 51GIWURE AND OftINALItAISED ,SEAL Or A FLORIDA PROFESSIONAL SURVEYOR AND MAJW rep:71V folibmiw-rel:721smoglir "APT 4 t • ',L=i) -4;r-_._.:1,•Ti.,)11•211111:KiiL€A-110.111111111111 CHECK MEMBER(S) #1 -17 (LRFD) SECTION PROPERTIES ND =1in L =6.00ft OD =1.32 in ID =1.05 in t= 0.13in K =0.9 F = 35 ksi E = 29000 ksi Cross_Sectional Area = 0.49 in2 Weight = 1.68 ft I= 0.0873in4 r= 0.421 in S= 0.13in3 Z= 0.19in3 K -L =154.1 r X =9.89 %10 =39.77 Xr =9.89 AXIAL .• • • • • • • •••• • • .•.• • • • • • • K.L FY kc:= - r•lt E QA.c2 Fcr := Q•0.658 •Fy if Xc•VT) <_ 1.5 Fcr = 10.57ksi :• Q•877 7 Fy if �,c•� > 1.5 • ka Xc = 1.7 Q := 1 if X< -fir 0.0379-E 2 OD + 3 if A,>�,r Q =1 • • FL .WJE .•••• • • • • • •••• Mn - :_ •'F••Z if k<- k • • • • i •Q.0207 E • • • • • ■ • F + 1 •Fy•S if ?ST < X Ai. • Y • • t � Pn := Fcr•Cross_Sectional Area 0.330. E S if X <?, OD t 0.448.E FY CHECK INTERACTION Applied Axial = 564 Ib Pu := 1.6•Applied Axial Mu := 1.6•Applied_Moment Pu Mu = 0.2 (i)c•Pn - 0.47 Ob'Mn :_ Pn = 5221 Ib 4c.Pn =4438 Ib Mn = 544 Ib•ft 443:= 0.9 (I)b•Mn = 490 lb-ft Applied_Moment = 143 lb .ft Pu = 902 Ib Mu = 229 Ib•ft Pu + 8 Mu if Pu > 0.2 I = 0.62 (i)c•Pn 9 4b•Mn Oc•Pn Pu Mu Pu if < 0.2 2•4c•Pn 41b•Mn (1)c•Pn if(I < 1.0 ,"OK" , "NG ") _ "OK" John Taggart, 573 NE 102 Street, Miami Shores, FL 33138.xmcd 10/28/2008 3 of 5 CHECK MEMBERCS) #18 (LRFD) SECTION PROPERTIES ND =1.25 in L =8.00ft AXIAL OD= 1.66 in ID= 1.38 in t =0.14 in K =0.9 Fy = 35 ksi E = 29000 ksi Cross_Sectional Area = 0.67 in2 Weight = 2.27- 1 = 0.1947 in4 r = 0.540 in = = 0.23 in3 Z = 0.32 in3 KK -L 160.1 r X =11.86 kp =39.77 Fcr := K•L FY E r•n ?c= 1.77 kr= 11.86 Q :_ Q kc2 Q•0.658 .Fy if kc•‘ra 5 1.5 0.877 Fy if kciia > 1.5 k2 c Oc := 0.85 Pn := Fcr'Cross_SectionalArea FLEXURE Mn Fy•Z if k < 2■,p 0.0207 E + 1 •Fy•S if Xp < < kr OD FY t 0.303D0E S if r <X0.448E Y t 1 if X <_kr 0.0379•E 2 + if X>a.r OD 3 Fy Pn = 6547 Ib Mn = 946 Ib•ft Q =1 Fcr = 9.79 ksi •• • • • • • • • • • • • •• 4e:Pn • • •••• • • •••• • •• • • • • • • •• • • • • •• • • • •••• • • • •••• • • •' = 5565 Jb • •••• • • •••• • • •••• •• • • • • • • • • • • := 0.9 4)b•Mn = 851 Ib•ft CHECK INTERACTION Applied Axial = 403 Ib Applied_Moment = 39 Ib•ft Pu := 1.6 •Applied Axial Pu = 645 Ib Mu := 1.6 -Applied_Moment Mu = 62 lb-ft Pu Mu = 0.12 (1)03n - 0.07 4b'Mn I :_ Pu + 8 Pu • Mu if >_ 0.2 I = 0.1 4c'Pn 9 4)b•Mn Oc'Pn Pu Mu Pu if < 0.2 2.4c•Pn 4b'Mn 4c'Pn if(I < 1.0, "OK" , "NG ") = "OK" John Taggart, 573 NE 102 Street, Miami Shores, FL 33138.xmcd 10/28/2008 4 of 5 • •• CHECK ANCHOR BOLTS Utilising 3/8" Dia x 1 -1/4" Embed Hilti HLC Sleeve Anchors into Hollow Block CHECK TENSION Bolt Tensile_Capacity = 435 Ib Allowable_Tension := 1.33•Bolt Tensile_Capacity•No_of Bolts CHECK SHEAR Bolt Shear Capacity = 800 Ib No of Bolts = 1 Applied_Tension = 403 Ib Allowable_Tension = 579 Ib Applied_Tension 0.7 Allowable_Tension Applied_Shear = 244 Ib Allowable_Shear := 1.33•Bolt_Shear Capacity • No_of Bolts Allowable_Shear = 1064 Ib • •• • • • • • • CHMS INTEfAC-T7ON •••• • • • • • A,Iension Applied_Shear • I := + • AllgyfataIr• Tension Allowable_Shear •••• • • •••• •••• • • • • • • •••• •••• s • • • • • • • • •• • • • • • • • • Johw Taggart, 573 NE 102 Street, Miami Shores, FL 33138.xmcd 5 of 5 Applied_Shear - 0.23 Allowable_Shear = 0.93 if (I <_ 1.0 ,"0.K." , "N.G. ") = "O. K." 10/28/2008 • •• • • • • • • •• • •• • • • .••• • • • • •••• • • • • • • • •• • •••• •• •• • • • • •••• • • •••• •••• • • •• • • •••• •••• •••••• • • • • • • • • • • •• • • • • • • • COVER SHEET Structural Analysis for Canvas Awning Project: John Taggart 573 NE 102 Street Miami Shores, FL 33138 Page 1 of 4 INFINITY ENGINEERING Infinity Engineering Services, Inc. 14746 SW 60 St Miami, FL 33193 Tel: 786 - 287 -3922 www.Infinity€ng.us CA# 26963 Michael Sadegh a, PhD, PC Ci iI PE# 66360 O --I co co a) 0, co w Z m 0 N r^ C 3 O tD N m r w co w N O O 4P i • • ••• • • • • • • • • •• •• • • • • • ••• • • • • • • ••• • • • • • • • ••• • • • • • • •• •• • • • ••• 27 I c_ 0 7' M -i SD 0 0 CD rn V W Z m 0 N 0 tD CD E 3 0) 0- O m N m r C.0 CO CdO CO CO b. 0 0 -'' 0 8002 i goP0 8Z • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••••••• •••• Section Proaerties Name HY (in) HZ (in) AX (in2) IX (in4) IY (in4) IZ (in) Material P 0.75 1.05 1.05 0.333 0.074 0.037 0.037 STEEL A53 P 1 1.30 1.30 0.494 0.174 - 0.087 0.087 STEEL A53 P 1.25 1.66 1.66 _ 0.469 0.390 0.195 0.195 STEEL A53 Forces - Envelope - Case: 1 (UPLIFTl Bar FX (Ib) MY (Ibft) Length (ft) Section 1 / MAX 0.0 78 9.00 P 1 EP 1 / MIN 0.0 -49 9.00 P 1 EP 3 /MAX 8 33 12.17 P1EP 3 /MIN -8 -25 12.17 P 1 EP 5 / MAX 548 143 12.00 P 1 EP 5 / MIN 325 -93 12.00 P 1 EP 7 /MAX -323 113 12.17 P 1 EP 7 / MIN -564 -125 12.17 P 1 EP 8 / MAX -238 65 9.00 P 1 EP 8 / MIN -564 -64 9.00 P 1 EP 9 / MAX 561 79 9.00 P 1 EP 9 / MIN 235 -50 9.00 P 1 EP 13 / MAX 5 -5 12.17 P 1 EP 13 / MIN 5 -7 12.17 P 1 EP 17 /MAX 2 7 9.00 P 1EP 17 / MIN 2 -17 9.00 P 1 EP 18 / MAX -403 39 8.00 P 1.25EP 18 / MIN -403 -0 8.00 P 1.25EP Reactions: Envelope in the coordinate system: global - Case: 1 (UPLIFT Node FX (Ib) FY (Ib) FZ (Ib) MX (Ibft) MY (Ibft) MZ (Ibft) 5 /MAX 4 2 -95 -0 0 0 5 /MIN 4 2 -95 -0 0 0 6 /MAX -244 -8 -87 0 0 0 6 /MIN • -244 -8 -87 0 0 0 8 /MAX -0 -2 -184 -0 0 0 8 /MIN -0 -2 -184 -0 0 0 9 /MAX 238 7 -118 0 0 -0 9 /MIN 238 7 -118 0 0 -0 14 / MAX 2 -0 -178 -0 0 -0 14 / MIN 2 -0 -178 -0 0 -0 15 / MAX -2 -2 -114 -0 0 0 15 /MIN -2 -2 -114 -0 0 0 16 /MAX 1 3 -95 0 0 0 16 / MIN 1 3 -95 0 0 0 17 / MAX -3 -3 -117 -0 0 0 17 / MIN -3 -3 -117 -0 0 0 24 / MAX 5 2 -403 -0 0 0.0 24 / MIN 5 2 -403 -0 0 0.0 •• • • • • •• • •• • • • • • • • • •••• • • • • • • •••• • • • + • • • •• •• •••• • • • •••• • • •••• •••• •■••• • • • • •••• •••• • • • • • • • • •• • • • • • • • • • • • • • John Taggart, 573 NE 102 Street, Miami Shores, FL 33138.doc 28 October 2008 4 of 4 •.• •• • • • • •• • • . .... • • • • • • • • • COVER SHEET Structural Calculations for Canvas Awning • •• •.. •• •••• •• •• • • • •••• •1Sl ••.•. • • • . •••• • • • Project: • John Taggart 573 NE 102 Street Miami Shores, FL 33138 INFINITY ENGINEERING Infinity Engineering Services, Inc. • • • .. 14746 SW 60 St • • • • Miami, FL 33193 • • Tel: 786-287-3922 www.InfinityEng.us CA# 26963 Michael r deg , a, PhD, PE vil PE# 66360 John Taggart, 573 NE 102 Street, Miami Shores, FL 33138.xmcd 10/28/2008 1 of 5 DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7 -02 (C&C, h <60 ft ) Z = 15 ft V = 90 mph FBC 2004 3105.4.2.1 I = 0.77 Exposure_Category = "C" Kn = 1.0 qz:= 0.00256•Kz.Kzt•Kd•V2•I Zone = "4" Pdesign = gz'(GCp + GC/A) UPLIFT LOADING Length = 9 ft Area := Length .Width Perimeter:= 2•Width + 2.Length Area Uplift := Pdesign Perimeter 74' Kd = 0.85 qZ = 11.52 psf GCp = —1.10 Pdesign = —12.7 psf Width = 12 ft Area = 108 ft 2 Perimeter = 42 ft Uplift = —33 plf KZ = 0.85 GCp; = 0.00 • • • •• •• • • • • •••- • •• • • • • • • •• • • • • •• • • •••• • • •••• • •••• • •••• •••• • • •••• • • • • • • • • • • ' • • • • • • • • • John Taggart, 573 NE 102 Street, Miami Shores, FL 33138.xmcd 10/28/2008 2 of 5 • •. • • • • • • •• •••• • • •••• • •••• • •••• • •••• • •••• • • • .• • • • • • • • • • • • •• •• • • •••• • • •••• • • • • •• • • • • • • • 3/16" Y4'x2 "x2" STEEL PL TO HOLLOW BLOCK WITH (1) 3/ "x3" HILTI HLC SLEEVE ANCHORS (MIN. 1Y2" EMBED) DETAIL B (TYPICAL OF 3) GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE SCHEDULE 40 GALVANISED STEEL PIPE UON. 2. MINIMUM 5" EDGE DISTANCE FOR ALL ANCHORS. 3. ALL CONNECTIONS TO BE FULLY WELDED: TYP 1/8" 4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION). 5. ALL WELDS COVERED WITH CORROSION RESISTANT COATING. 6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODE AND ASCE 7 -02 (V =90 MPH, 1= 0.77). 7. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 8. CONTRACTOR TO NOTIFY OWNER THAT FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. TYP DETAIL A SCALE: 3 " =1' -0" Y4'x3 "x6" STEEL PL TO HOLLOW BLOCK WITH (2) 3/'5(3" HILTI HLC SLEEVE ANCHORS (MIN. 1Y" EMBED) TYP 3/16" DETAIL B SCALE: 3 " =1' -0" DETAIL A (TYPICAL OF 4) DETAIL C (TYPICAL OF 1) NOTE: ALL COLUMNS 1Y4 "0. ALL RISERS & DIAGONALS WO. ALL OTHER PIPES 1 "0. TYP Y4'x3 "x6" STEEL PL TO HOLLOW BLOCK WITH (2) Y "x3" HILTI HLC SLEEVE ANCHORS (MIN. 1Y" EMBED) NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. DETAIL C SCALE: 3 " =1' -0" 316' PROPOSED CANOPY SCALE: 1"=1'-0" DETAIL D (TYPICAL OF 1) Y4'x6 "x6" STEEL PL TO EXISTING CONCRETE SLAB TO HAVE A MIN VOL OF 4 FP WITH (4) 3/8"x4" HILTI KWIK BOLT II WEDGE ANCHORS (MIN. 2112" EMBED.) DETAIL D SCALE: 3 " =1' -0" JOHN TAGGART r MICHAE " ADEGHINIA, PhD PE# 66360 CIVIL Da te: 28-Oct-2008 Scale: AS SHOWN Sheet: