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Act-10-412 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137928 Permit Number: ACT- 3 -10-412 Scheduled Inspection Date: April 05, 2010 Permit Type: Awnings /Canopies/Tents Inspector: Bruhn, Norman Inspection Type: Final Owner: SMITH, MONIQUE Work Classification: New Job Address: 253 NE 101 Street Miami Shores, FL 33138 -2422 Phone Number (786)253 -2869 Parcel Number 1132060134800 Project: <NONE> Contractor: MEGA AWNINGS INC Phone: (305)681 -7727 Building Department Comments ONE FABRIC SUNBRELLA AWNING OVER FRONT DOOR (ONLY) Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 02, 2010 For Inspections please call: (305)762 -4949 Page 8 of 18 03/24/2010 13:26 FAX 3053597944 THE -P -P- INSURANCE IA 001/001 UN� CERTIFICATE OF LIABILITY INSURANCE °A 3/241100 PRODUCER The P 8, P Insurance Agency, Inc. THIS CERTIFICATe IS ISSUED AS A MATTER OF INFORMATION 14655 SW Seth Street I ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Miami, FL 33175 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Phone (306)558 -7942 Fax (305)559-7944 INSURERS AFFORDING COVERAGE NAIL # � INSURED Mega Awning Inc, i INSURER A PENN AMERICA INSURANCE COMPA 2049 NW 141 St INSURER 8: Miami, FL 33054- INSURER C. INSURER 0: - •• - _ _ INSURER E: COVERAGES INSURER F, THE POLICIES OR INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE rOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OR ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH i POLICIES AGGREGATE LIMITS SHOWN 44AY HAVE BEEN REDUCED BY PAID CLAI INBR' NORD i TYPE OF INSURANCE POLICY NUMBER POL1QY EFFECTIVE POLICY EXPIRATION I TR eN6RO , I PATE (MMIDD/Yt1 GATE IA9MI /DDrfY) LIMITS GENERAL LIABILITY EACH OCCURRENCE 500,0001 V1 COMMERCIAL GENERAL LIABILITY 1 i i DAMAGE TO RENTED PAC6726890 1 09/12/09 09112/10 'PRE (Ea exurance) 50.001 A U tI 1 CLAIMS MADE W OCCUR MED EXP (Any one person) 5,000 ' ❑ , , , I PERSONAL & ADV INJURY i 500,000 i ❑ IGENERALAGGREGATE 1,OD0,0001 ' GEN'L AGGRE TE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 500.000' �] POLICY PROJECT ❑ LoC _ - - DEDUCTIBLE 500 AUTOMOBILE LIABILITY I I COMBINED SINGLE LIMIT ❑ ANYAUTO NONE I I (Eaacddent) ❑ ALL OWNED AUTOS I I j URY . 7 SCHEDULED AUTOS 6 001L BODIL Y INJ INJ r� HIRED AUT05 I BOOILY INJURY NON OWNED AUTOS I (Per ILY IN n 1 I I 1 PROPERTY DAMAGE (P ®r weid GARAGE LIABILITY _ I.. ' NONE � AUTO ONLY . EA ACCIDENT ❑ I ANY AUTO OTHER THAN EA ACC AUTO ONL AGG j 1 EXCEMUMBREU,A LIABILITY EACH OCCURRENCE NONE ❑ OCCUR ❑ CLAIMS MADE AGGREGLAATE 1 ❑ DEDUCTIBLE ( RETENTION $ WORKERS COMPENSATION AND � u OTH. EMPLOYERS' LIABILITY NONE L l ORYSUMT7S u L9R I 1 ANY PROPRIETOR! PARTNER / EXECUTIVE 61, EACH ACCIDENT 1 OFFICER / MEMBER EXCLUDED? If yes, deeoflba under E L QISEASE - EA EMPLOYEE I SPECAAL Pjt4VIS10NS Debw E L DISEASE - POLICY LIMIT OTHER NONE DESCRIPTION OF OPERATIONS ! LOCATIONS t VEHICLES ! EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS .AWNING INSTALLATION i CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 CITY OF MIAMI SHORES 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10060 NE 2 AVE THE L.EFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33113 O ANY KIND UPON THE INSURER, IT AGE TS OR REPRESENTATIVES. j AUTHORIZl =D REPRESENTA LEONOR PEREZ ACORD 25 (2001/08) OF ACORD CORPORATION 1988 03/25/2010 14:59 3056813302 MEGA AWNING INC PAGE 01/01 3/25/2010 1300/225 /OOITRAM 0036 -0002 Last Seq. #:0002 WI LBT# 641140 -9 Local Business Tax $37.50 CK $77.50 CHANGE j $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 N. FlaBlor St. - 1st Floor Miami, Florida 33130 TEMPORARY PECEIP'T 2009 -2010 MUNICIPAL CONTRACTOR TAX Looel Bminees Tax #:11641190 -9 Starts /CC #:078501223 Issued to: MEGA AWNING INC Type of Buoi nses, SPECIALTY BUILDING CONTRACTOR RESTRICTED TQ MIAMI $HOPES THIS RECEIPT IS ISM AS EVID M OF PAYMENT FOR YOUR LOD& BUSIWw TAx OR PERMIT. YOUR OFFICIAL. RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VAD_IDATION DATE ON TKs A=PT. Payment ReoeDv0d ae Certified Above MltaMi - Dade CowtY Tax Col lactor A 3 s" y Miami Shores Villagea 10050 N.E. 2nd Avenue n W00 NRA Miami Shores, FL 33138-0000 Phone: (305)795 -2204 ��N g,.,, » P que . Expiration: 09 /20/20 1 Project Address Parcel Number Applicant 253 101 Street 1132060134800 MONIQUE SMITH Miami Shores, FL 33138 -2422 Block: Lot: Owner Information Address Phone Cell MONIQUE SMITH 253 101 Street (786)253 -2869 MIAMI SHORES Fl- 33138 - Contractor(s) Phone Cell Phone Valuation: $ 600.00 MEGA AWNINGS INC (305)681 -7727 Total Sq Feet: 0 Approved: Yes Available Inspections: Comments: SITE PLAN DOES NOT SHOW LOCATION OF AWNINGS. Inspection Type: Date Approved: 3/19/2010: Yes Final Date Denied: 3/17/2010 Foundation Type of Work: AWNING Additional Info: Classification: Residential Color Approved: In Review: Yes Code Comments:: SITE PLAN DOES NOT SHOW LOCAT Code Approved:: Yes Code Denied: Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.80 Education Surcharge $0. Invoice # ACT -3-10 -37285 Permit Fee $100 03/15/2010 Credit Card $ 50.00 $ 60.60 Scanning Fee $9.00 04/0112010 Credit Card $ 60.60 $ 0.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $0.80 Total: $110.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. April 02, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 02, 2010 1 Miami Shores Village � MAR 1 5 2010 Building Department , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 RY Tel: (305) 795.2204 Fax: (305).756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING �j Owner's Name (Fee Simple Titleholder) M'�'ri t q'�' �� { "' Phone # 7W 2,Y 24% Owner's Address 2-Y3 NC 101 �^ City 1 C 4 ' ( vl V ¢j State C �-- Zip 3 3 Tenant/LesseeName Phone # Email MoNtG20 E A SM (Tit (2, A-7 NCr' Job Address (where the work is being done) SCLv 4,L� - City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES � NO Flood Zone Contractor's Company Name I" ��j °x nf'" f l t k j Phone # � 7 Z 7 Contractor's Address 2,049 P W iq ( S fire r City �AMOA 1 State FL Zip 7 j 3 ® , Qualifier Name mkzxt ° Phone # State Certificate or Registration N ,, off�. ®/ o 7,7, Certificate of Competency No. Contact Phone E -mail - A eS �OY Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4l� ®� Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alte on iew ❑ Repair/Replace ❑ molition Describe Work: NL - kbr1 c' ( « Q,WW1K over Submittal Fee $ '~ V Permit Fee $ // CCF $ 0(0 CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due See Reverse side -� Bonding Company's Name,(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip ' 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 compliancevith 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and`construction lien law brochure will be delivered to the person whose roperty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the rs 'nspection which occur s n days after the building permit is issued. In the absen of such posted notice, the inspe Signa not be approved a r nspec 'on fee will be charged. Signa Owner or Agent Contrac r The foregoing instrument was acknowledged before me this The forego instrument was acknowledged , fore me thi day of 20L �� ,by `mac day of 20 L ay who ' Tany o me or who has produced who is p rsonally known to or who has produced As identification and oath. �} '� en fication and who did take an oath. a NOTARY PUB Ate �� ...... ,� �� .�� ''••. OTARY PUBLIC: Sign: �� • a� q 4 � 16 �g ,• �4 Sign: Print: • rant: My Commission Expires: tA My Commission Expires: a APPROVED BY Plans Examiner ��••.+ ��~� Zoning Engineer l�9 G Clerk checked 3 h 7 (Revised 07 /10 /07XRevised 06/10/2009) �`�k.)Nl P" Rv - !� sv � y`.�(�t■`5 �LM��y� �� Y k' {fit ."a v't+ S �' F^ '+y ` „'��'kt�'�� r,✓✓m i•�n�g � � �.��',' „-� ?;) � e i t �} k t 14 t3 � y t: � �' � � 'k� j �� t 5,�,a. ,; �� R DO NOT FORWARD MEGA AWNING INC ERNESTO MORALES PRES 2049 NW 141 ST OPA LOCKA PL 33054 gg }} qq lit pp i gg jj qq lit; ji gg 8i i lit i i III lit I ti It it Id i i$i l f i itl Iliti f %ii Iii 5Wi Ri$i} i7t l�iF r SEE OTHER OTHER SIDE 1 � >{ ep 13 a, �� '# �N�� 5� Am '4 s ° g "0 "'� t� r ? N 3� ;a. "3`ra .�^s�,... q ? {s t . � ^r `tt` ap � "�"#��r� '`7t.' a tx `��""`a�s ' �� 4 �'a °by. s , '�� a+Y � it �`'� `✓�n �'zx " ,� t x s a r u t M `F #�„� % � v i�✓s,., a 3;.yr£9 y w'�a s�A #,�{ t zax�k;' �.: t y ^ a s ,# °,�:' �`,�^$^. s,' � a�. ``k` �..p,K � 9 y '"`x x�"a✓,s"�az`� i• a'x; s k ''S , §S# "':;* t r�� -7a� 4 �`w a ��" ' .� t v# a�sr eh`°� 1 �~:i 'zt kr .�C^s t� %' gy��`�� +�� a '} ��.+ s ty sisth?- ors #s✓ �t � � � ,. ,��i� s ' '� A `r �� , � y .� f � # :#s�a.;��. �M ✓' >" 'f�y �' .�' . s�: � S ,y'„ �, . �. , fs.� _� e ✓, � , �s��k��-�' '� � rq y 's r #, , ,�� $ , A da ,l .!"s �;t�`i€k � = ,1', 1 �}✓ '"a�,: �'.r�'�w� � "�„,"", ..... ,. t .3'.1 .. ,. t✓ . , . 'h -, w.. ,�� !-,k :. ..�� L evil. DO NOT FORWARD MEGA AWNING INC ERNESTO MORALES PRES 2049 NW 141 ST OPA LOCKA FL 33054 y9 't d ,,. s�,t. f.eea. w ✓,. ✓ ✓._.y.r f7l��t ii � ## #iS3 r 8i 4! a ii iil Et ii i!i it it�ti7d SEE OTHER SIDE tt1� City of Cpa -iocka 990004519 Depaft of 6jushm and Licensing 2010 Occupa#onW License MEGA AWNINGJNC. 2049 NW 141 ST OPA LOCKA, FL 33054 LICENSE FEE $75.00 IS HEREBY LICENSED TO ENGAGE IN THE BUSINESS, PROFESSION OR OCCUPATION OF MANUFACTURE IN THE CITY OF OPA- LOCKA, WITH THE FOLLOWING RESTRICTIONS: ISSUED ON - 07/1912007 UNTIL SEPTEMBER 30, 20i 0 SUBJECT TO THE PROVISIONS OF THE CITY OF OPA -LOCKA ORDINANC9S: ANN STATE AND COt1NTY REGULATIONS NOW IN FORCE. NOTE: THIS LICENSE DOES NOT CONSTITUTE A CERTIFICATION THAT.THE LICENSEE IS '/.QUALIFIED, TO ENGAGE IN THE BUSINESS OR OCCUPATION SPECIFIED HEREIN. 1 CITY OF OPA-LOCKA BY: CITY MANAGER DENSE CLERK DISPLAY AS REQUIRED BY LAW a 06-24-2009 - ALEX SINK STATE OF FLORIDA CHUMP FINANCLAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA W COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers` Compensation law. EFFECTIVE IRATE: 08/27/2009 EXPIRATION DATE: 08127/2011 PERSON: MORALES ERNESTO FEIN: 208952991 BUSINESS NAME AND ADDRESS- MEGA AWNING INC 2049 NMI 141 STREET OPA LOCKA FL 33064 SCOPES OF BUSINESS OR TRADE- 1- AWNING/SPECIALIST (6102) IMPORTANT. Pursuant to Chapter 440 . OrAlQ. F.S., an officer of a corporation Who olects exemption from this chapter by filing a certificate of election ender ibis section may net recover benefits or compensation under this chapter. Pursuant to Chapter 440.0502?, F.S., Certificates of election to be exempt... apply only Within the scope of the busluess or trade listed on the notice of election to he exempt. Pursuant to Cbeiter 440.051133 F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named am The notice or certificate no longer stoats the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named an the certificate to meet the requirements of this section. QUESTIONS? {850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA I MPORTANT DEPARTMENT OF SERVICES F DIVISION 10N OF COIR4PENSATN}Pt Pursuant to Chanter 440.05 {141, F.S, an officer of a corporation who DNiS CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or Compensation under this WORKERS' COMPENSATION LAW 9 D chapter. EFFECTIVE: 08/27/2009 EXPIRATION DATE: 08/27/2011 Pursuant to Chapter 440.05 (12), F.S., Certificates of election to be PERSON ERNESTO MORALES H exempt.. apply only within the scope of the business or trade listed on FEIR 208962991 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05031, F.S., Notices of ejection to be exempt MEGA AWNING INC and certificates of election to be exempt shall be subject to revocation 2049 NW 141 STREET if, at any time after the filing of the notice or the issuance of the OPA LOCKA, FL 33054 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shelf revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- AWNING /SPECIALIST CONT15102i section QUESTIONS? (850) 413 -1609 CUT HERE Cdr bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 F V 44 2 m ro f� i i QUALIFYING TRAMS) tu?s78 CANVAS AWNING Hemurtm«PZ. 'Y W Use Bernd waw R �`� Miami Shores e Villa g ,�G 193a ,.,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 I�R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -1 /.1. Job Name Fie , 2010 Page 1 of 1 Building Critique Sheet 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 Zoning Planning and Miami Sho Village Permit m0. ACT -3- 10-412 10050 N.E. 2nd Avenue aau Miami Shores, FL 33138 -0000 ' �� ',� , Phone: (305)795 -2204 Fax (305)756 -8972 Issue Date Not Issued Expires: Folio Number) 132060134800 Owner's Name: MONIQUE SMITH Owner's Phone: (786)253 -2869 Job Address: 253 101 Street Total Square Feet: 0 Miami Shores, FL 33138 -2422 Total Job Valuation: $ 600.00 Contractor(s) Phone Primary Co Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/19/2010: Yes Comments: SITE PLAN DOES NOT SHOW LOCATION OF AWNINGS. 3/19/10 NEW PLAN OK td OF SURVEY SCALE 1" - N PdIQ \cxa WAA (J > �CAQ� X 7 . `30' 1 i N , U _ v S 5" CA In us over s�. 1`� i.ta Avt'� SH•J S '-� -33t3P ti Vz 00 N �. 0 to In p A--ARC fASTANCE AlC...AIR CON4LII+DNING CBS...CONCRETE BLOCK MAUICTUA O.U.L ... OVERHEAD UTILITY LINE CL-CLEAR CA- ZENTeR UNE i RAD ... RADIAL 840- ..6NCROACHMSW - RIW...RKKW Or WAY... PIP ... FOUND IRON PIPE O-H ... OVER HEAD - W.AA. WATER METER CJT•_CHORQ DISTANCE PA—PROPERTY L WE OONC ..CONCRETE F.H. FIRE HYDRANT UP ... U ILITY POLE R IL + U.E -..Un rY EASEMENT A...CENi'R/U. ANGLE R JkADWS .PLANTER �r T T 1 ANGENT C.B.....CAT'CH a�+ .. M1ANHAL! • C F LINK FENCE . W-F.. WOOD FENCE I °` aE n 4 v$ • ', tC. t . �L •s�tz � `!� — — 1, v tit • 9 92 0000 .. • • • ' •' CERTIFICATE OF FLAME RETARDANCE MEGA INC 0000 0000 :.S U .10: 2049 NW S STREET •�•• x�tf ,+y, OPA LOCKA, FL 33054 •.., • 7�1�71Vt�; #36809 DA'Z'E; 3 -3 -2010 **:see .00000 THIS Cf 1 41FICATE OF COMPLIANCE IS ISSUED TO VERIFY THAT THE ITEMS OR AREAS • • • • . TMSCRIBED BELOW ON THIS CERTIFICATE HAVE BEEN TREATED WITH FLAME COAT'`. FLAME COAT IS A CLASS A FIRE RETARDANT. •' 4- YARDS: #4968 SPA WHEAT VINTAGE TREATED WITH FLAMECOAT • •' ••* N.F.P.A 701 SMALL SCALE CLASS A A.S.T.M.E -84, FLAME SPREAD:10 • • 000.. 0 • •• KE DENSITY:25 AFTER FLAME AVERAGE:0.0 sce CALIFORNIA TITLE 19 -1237 .• •• PERMANENT TREATMENT - WILL NOT WASH OFF ... •• FOR INTERIOR & EXTERIOR USE 4j a g Cft •0000' 3 -3 -2010 ••:••• ISSUED BY: r ... 0000 0000.. ... 0000 � • ' • .... in AM tIF hm �?ETA4� (1AA - 1201.01 - 521 -F Eagleton Downs Drive Pineville, NC 28134 (704) 543 -0903 Director GA- 1201.01 (General) Note: Fabrics and/or materials described on this certificate are intended for interior use unless athemise stated. Due to the number of external forces that can diminish flame retardancy, this fabric should be periodically retested to insure it retains its effectiveness. We do not warrant the length of tithe that the fabric remains fire retardant. we do state that when it leaves our facility. it meets the stated code. Certificate void if material is exposed to open flame or extremely hot lights or electrical wiring. COVER SHEET Structural Calculations for Canvas Awning Project: Moniaue Smith 253 NE 101 ST Victor er PE CIV, I • • . .. 8883 41v'd 41 • MMni, FL'331`1'L .450 6 00 Tel: 786 - 282 -5292 • • • : • • . . age 0 • Monique Smith.xmcd 3 t* • . . ... DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7-05 (C&C, h <60 ft) Z =15ft V = 90-mph FSC 2007 3105.4.2.1 1= 0.77 Exposure Cafegaq = "C" K =1.0 Kd =0.9 K =0.85 = 0.00256-K q - 11.52•psf Length = 9ft Width = 3ft A:= Length -Width Zone = "4" GC = -1.03 GC = 0.00 P ' q + GCO) PTV, = - 11.9•psf Widths =1.5 ft UPLIFT LOADING W YAlL= t 3 •Pd , Uplift = --6•ptf _ 3 ... •:' .• • ,• Soo 0 Monique Smith xmcd 3 ::.. 0:0 : ... CHECK MEMBER(S) (ASD - 9th Edition) SECTION PROP, BRIE► L = 3.00ft OD = 1.32-in ID = 1.05 -in t = 0.13 -in I:= 0.9 Fes.= 50•ksi E := 29000 -ksi Gross Sscfional Ara = 0.49•in WeW =1.58- lb I = 0.0873•in r = 0.421 -in S = 0.13 -in 3 = 0.85 K LL = 77 OD 3300•ksi f �! F 2 •E t = 9.89 = 66 C := C =107 Y Y APPLIED STRESSES Applied Axial = 76 lb Appiieci Moment = 7ft•lb f = 0.15•ksi Gros$ Sechonat Ama Ake App#e4 Momen# S ALLOWABLE STRESSES K -L 2 r 1 - 2 •Fy Fa •~ = 2 C° N K -- L 5 C ksi F� =19.6• 3 r 5 K•L �K•L� 3•-- + _ 3 B 8 C 3 c 12.w -E K•L 12 -yr -E 2 if r > C� F e = 1.33• 2 F' = 33.46•ksi 23.�—r) 23- K•L� Fes:= 0.66.F if OD s 3300 ksi Fb = 33 -ksi y 0.60•F if OD > 3300•ksi Y t F CHECK INTERACTION fa = 0.01 fa .0' t • ` .-- :` -»-%� �' i = 0.02, 1.33-Fa 1.33.Fb• 1:� ;;3.,. .• ..: '.: • 1 _ fa P. F'e Monique Smithmncd 311612010 CHECK ANCHOR BOLTS L hieing 318" Dta x MW Embed Hild HLC Sleeve Anchors into Hollow @tek CHECK TENSION N o Solte 1 BOIL Tensile Capacity = 435 lb AppliecL Tension -18lb Allowable Tenses := 1.33•Bo[f Tensk_ Cap=W.No Of E k)lts Allowable Temmn = 679 lb Applies Tension = 0:03 Allowabb Tension CHECK SHEAR BOl# Shear Capacity = 800 b ApplieddShear= 18lb Allowable Shear.- 1.33•BOEt ShearCapacity•NO_Of Bolts Alk wablq Shear =1064 b Applied Shear = 0.02 MowableLShear CHECK MITERACTION I ._ AppiieoTension Appllec Shear E = 0.05 nM Allowable Tension Allowable Shear if(I 5 1.0, - 0. K , - N.G.') _ "O.K." • r Monique Smith xmcd •4ef ; "• ' 311612010 COVER SHEET Structural Analysis for Canvas Awning Project: M*p Smith 253 WE 101 ST A Victor Ceron, PE Civil PE# 63023 8883 Fontainbleau Bl # 105 Miai'm #1229' �• Tel: , • • . • r° • • i� �.✓ ••• • eee • •e• • Supports 98 "�sDc •• ••• • • • • • •• • • •• •: : ; : :•: ••• 00 0': •• • • • 000 ••• ••• • 0 j • • • • • • • • •• • • •1• • • • • •• •• ••• • •:• 0.. • • • • �• j • • • • ••• • • • • •• • • 000 ••• • • Bar Numbers -P 1EP V •• ••• • • • • • •• • •• • • • • ••• •• • ••• • ••• ••• ••• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UPLIFT fza O N P Z,3 -P IED ? uses: t (uf uFT) � y � fhffl 4 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • . • • • ••• • • • • • • • • • • • • •• • • • • • • • •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Forces e Envelope Bar FX (lb) MY (Ibft) Length (ft) Section 1 / MAX 76 4 7.67 P 1EP 1 / MIN 0.0 4 7.67 P 1EP 2 / MAX 0.0 4 7.67 P 1EP 2/MIN -76 -4 7.67 P 1EP 3/MAX 0.0 0 7.67 P 1EP 3 /MIN 0.0 -0 7.67 P 1EP 4/MAX 0.0 0 333 P 1EP 4 / MIN 20 -4 3.33 P 1EP S / MAX 24 2 3.91 P 1EP S / MIN 0.0 -4 3.91 P 1EP 6 / MAX 9 2 3.91 P 1EP 6 / MIN -6 7 3.91 P l EP 17/MAX 9 2 3.91 P 1EP 17 / MIN -6 7 3.91 P 1EP 18/MAX 8 1 3.91 P 1EP IS/MIN -7 -7 3.91 P 1EP I9/MAX 24 2 3.91 P 1EP 19/MIN 0.0 -4 1 3.91 P 1EP 21 / MAX 0.0 0.0 3.33 P 1EP 21 / MIN -20 1 -4 1 3.33 P 1EP Reactions: Envelope Node FX (!b) FY (1b) FZ (8t) MX (Ibft) MY (@ft) MZ OW) 7 /MAX 1 0.0 010 0 0 0 7 / MIN OA -0 -13 0.0 0.0 0.0 8 / MAX 0 0.0 0.0 1 0.0 0.0 0 8 / MIN 0.0 -0 -12 -0 -0 0.0 1911 MAX 16 0.0 0.0 0 0.0 0 191 / MIN 0.0 -0 -18 0.0 -0 0.0 192 /MAX 1 0 0.0 0.0 0 0 192/MIN 0.0 0.0 -13 -0 0.0 0.0 193/MAX 0.0 0.0 0.0 0 0 0.0 193 / MIN -18 -0 -10 0.0 0.0 -0 197/MAX 0.0 0 0.0 0.0 0.0 0.0 197 / MIN -18 0.0 -10 -0 -0 -0 198 / MAX 16 0 0.0 0 0 0.0 1981 MIN 0.0 0.0 -18 0.0 • • . • • • . . g o ago got 0 y GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ALLIED GATORDHIELD 50/ 55 STEEL TUBING 2. ALL CONNECTIONS TO BE FULLY WELDED: DETAIL A TYP ate• - 3_ ALL WELDS- TO - COMPLY _MTR THE. AWS_CODE - (LATEST - EDITION). - 4. ALL WELDS COVERED WITH CORROSION RESISTANT COATING. 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 FLORIDA BUILDING CODE AND ASCE 7 -05 (V =90 MPH, 0 O E N 1= 0.77). cb (/) o_ 6. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND N Li OR IF ANY PART OF THE DRAWINGS IS NOT Z UNDERSTOOD. �� _ n 7. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL c- N O REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED OR WINDS APPROACH 70 MPH O 8. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS 00 PRIOR TO FABRICATION AND PRIOR TO ATTACHING PROPOSED CANOPY FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER SCALE: 3/8 MUST BE NOTIFIED BEFORE PROCEEDING. /\ /16 TYP p rn rn 00 L�J N M O (, M N a) 3 J 00 N 0u- NN 1 /4 "x2 "x2" STEEL PL WITH (1) O M (0 o 3/8 "X3" HILTI HLC SLEEVE ANCHOR C) r ', "' (MIN 2" EMBED). j r- iZ DETAIL A SCALE: 3 " =1' -0" 'ACT CERON • • • • • • P 3023 • • • • • • • �� . • • • CIVIL •• • '� • . • • •• Dote: • • • '. .� ; •� •• 03/ 04 /2010 NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. Sheet: - S H O WN MAR 1 7 2010 BY:...,........ 'CITY col Py Miami Shores Villaae APPROVED DATE Z ONING DEP or JLDG DEPT W ' 7 001 0 '. SUBJECTM CCMPUANCE WITH ALL FEDERAL STATE AND CC:UMtY r l-F-S AND REGULATIOf 40 0.0 • Planning and Zoning Criteria Miami Shoes village Permit No. ACT -3- 10-412 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 k "� Phone: (305)795 -2204 Fax (305)758 -8972 ... '..... ,uy Issue Date: Not Issued Expires: Folio Number) 132060134800 Owner's Name: MONIQUE SMITH Owner's Phone: (786)253 -2869 Job Address: 253 101 Street Total Square Feet: 0 Miami Shores, FL 33138 -2422 Total Job Valuation: $ 600.00 Contractor(s) Phone Primary C o n t r acto r Planning and Zoning Criteria and Comments Approved: No Date Denied: 3/17/2010 Comments: SITE PLAN DOES NOT SHOW LOCATION OF AWNINGS. COVER SHEET Structural calculations for Canvas Awning Project: Moniaue smith 253 NE 101 ST Vict r , PE •" ":::. •.::. • • P 3023 ..' ..: '.: :.0 :': 88$3 Fontainbleau Blvd # 105 • • • Miami, FL 33172 Tel: 786- 282 -5292 Monique SmIthaancd • • • 3/712010 DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7-05 (C&C, h <60 ft) Z =15ft V = 90-mph FBC 2007 3105.4.2.1 1= 0.77 Exposure Category = "C" Kzt =1.0 K = 0.9 K = 0.66 &�= 0.00256•K ? •i q 11.52•pef Length = 5.75ft Width = 3ft AM.= '.= Length •WKM Zone = "4" GC = -1.06 GC = 0.00 Zk g + GC Pdesign = - 12.3•psf Wff = UPLIFT LOADING Width 'Pd, Uplift = -6•plf 3 • •• ••• • • • • • � i ' •i i i i i �'• •• • • • • ••• • Monique Smith.xmcxl •; • ... 317)2010 ' ' • � � 2of4 CHECK MEMBER(S) { SECTION PROPERTIES ASD -9th Edition) L - 3.00ft OD =1.32-in ID = 1.05•in t = 0.13-in ,l ,:= 0.9 lb ,F,W= 50•ksi E:= 29000•ksi Cross Sectional Are = 0.49•in Weight =1.68• ft 1= 0.0873•in r = 0.421 -in S = 0.13-id t 0.85 KK = 77 r OD = 9.89 3300•ksi �� = 66 2•�r2 E C c - -107 t F Y F Y APPLIED SjREM Applied Axial = 35 lb Applies! Moment = 71b•ft - Applied Axial Cross Sectional Area f = 0.07•ksi Applied Moment ALLOWABLE STRESSES M Z 1 - 2 •Fy Fa := 2•Cc if K•L 5 C F =19.6.ksi 5 3 K•L �•L 3 3 8-C 8.0 c 3 c 12•ir2•E if K —L > Cc f"� • 1.33 12•z+ E F 33.46•ksi 23• K L Z r K.L 2 r) r F,F.•= 0.66•F if OD S 3300 ksi F = 33•ksi Y OD 3300•ksi 4.60 - i# t > F Y CHECK INTERACTION fa = 0' • .:.': ; :—:-- = 0.01 l •= fa + b t_= 0.02, 1.33•F ..• ..: •.• •; f� w 1.33-F f 9'.33'Fb• 'N —� - 1.33•Fb• 1— -- F` F' •; • ... if(I < 1.0, -010, ",W) "OK• Monique Smithxncd •: • ; ; ; ; .; . 3ffl2Dl0 • ; ; 3of4 CHECK ANCHOR BOLTS Utilising W Die x 141C Embed Hild HL.0 Sleeve Anchors Into Hollow Block CHECK TENSION No_of_Bolts =1 Bolt Tensile Capac4 = 435 Ib Applied Tension =131b Aiiowable := 1.33•Bok Tensile CapactietyNo C Bolts Allowabte�Tension = 579 Ib Applied Tension = 0.02 MawabteL Tension CHECK SHEAR Bolt tShear Capacity = 800 Ib Applied_Shear =14Ib Alowable Shear = 1.33•Bott Shear Capactty•Ncrof Sots Allowrabte Shear =1064Ib AppHed Shear = 0.01 Aitowabie_Shear CHECK INTERACTION WI= Applies! Tension + Applies Shear I = 0.04 ""' Allowable Tension Allowable Shear if (I S 1.0, "4.V, N.G. - ) = - O.K." .. ... . . . . . • ; . . ,', Monique Sm thxncd • • • 31712010 • .... ; ; sofa COVER SHEET Structural Analysis for Canvas Awning Project: Moninae Smith 253 NE 101 ST Victor Gwon, PE Civil PE #+63023 8883 Eontainbi Blvd 105 .. ... . . . . . .; ••� � : Mi €J 317 • F* ..' et: 7 5 1 2 • • ... . i.. ... . . . . ... . •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • •• • • • ••f • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Bar lumbers 0 00 000 0 0* • • ••,.... •• ••• to i • • to • •.• • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • upUFT - -P 9EP cam : i (URLFM �4x M f •• s • • • • • • •• • • s • • • • • • • • + ss• s • • • s • s • Fares a v Bar FX (lb) MY Obit) I.e (ft) Secue a i / MAX 35 5 5.75 P IEP 1 /MIN 0.0 -S 5.75 P IEP 2 / MAX 0.0 5 5.75 P IEP 21MIN -36 -5 5.75 P IEP 3/MAX 0.0 0 5.75 P 1EP 3/MIN 0.0 -0 5.75 P IEP 4 1MAX OA 0 3.33 P IEP VAIN -15 4 333 P IEP 5/MAX 18 2 3.91 P IEP 5 /MIN 0.0 -4 3.91 P IEP 6 / MAX 18 2 3.91 P IEP 6 / MIN 0.0 4 3.91 P IEP 15 / MAX 0.0 0.0 3.33 P IEP 15/NM -15 -4 333 P IEP 17 /MAX 10 2 3.91 P IEP 171 AM -5 -7 3.91 P IEP IS 1 MAX 10 2 3.91 P IEP 18 / MIAi -5 -7 3.91 t P LEP Readions: Envelope NO& FX (Ib) FY#b) FZ ( MXfbft) MYfbM MZ(Ibft) 5 /MAX 0.0 0 0.0 0 0.0 0.0 5 / MIN -13 0.0 -8 0.0 -0 -0 7 /MAX 2 0.0 0.0 0.0 0 0.0 7 /MIN 0.0 -0 -14 -0 0.0 -0 S/ MAX 2 0 0.0 0 0 0 S / MIN 0.0 0.0 -14 0.0 0.0 0.0 191 / MAX 11 0.0 0.0 0 0.0 0.0 191 / MIN 0.0 -0 -14 0.0 -0 -0 192/MAX I1 0 0.0 0.0 0 0 1921 MIN 0.0 010 -14 -0 0.0 0.0 193 / MAX 0.0 0.0 0.0 0.0 0 0 193 / MIN -13 -0 -8 -0 0.0 0.0 • • f •i• • ••• • • t • • ft• i • i • •• •• • • • •• •• ,. GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ALLIED GATORDHIELD DETAIL A 50/ 55 STEEL TUBING 2. ALL CONNECTIONS TO BE FULLY WELDED: �� t TYP 3�. 4 3. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION). 4. ALL WELDS COVERED WITH CORROSION RESISTANT p COATING. 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 FLORIDA BUILDING CODE AND ASCE 7 -05 (V =90 MPH, v 1= 0.77). o 6. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND \� � w Z OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. p — N 7. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL iA 0 REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. PROPOSED CANOPY 8. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS SCALE: 3/8 1 -0 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. Z N N /16 TYP f- N N 'o Lo 0 v 3: "m 00 04 t NN 1 /4 "%2 %2" STEEL PL WITH (1) F- _N a 000 3/8 "X3" HILTI HLC SLEEVE ANCHOR U r (MIN 2" EMBED). j u: DETAIL A SCALE: 3 " =1'- 0" .. 00* • • . •• • • • • • •' : • VIC RON •• • i i• • i � PE 023 •• ••• •• •• e i ••� CI L e: - - - - -- -- - •'. • • • • • • • - -- - - - e: - 03/. 04 - _/ 201 Q - - - AS SHOWN ' ' "• •• • ' NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION Sheet: 0 ••• • • • ••• 0 • �� A' VVVY MAR 1 5 Z�10 Miami Shores Village APPROVED By / BONING DEPT (� BLDG DEPT SUBJECT iOCCMPt_I TH UERAL STATE AND Cr VN Y riU �~ REGULATIONS • �•� �•� .•• • • i • • COPY �• •00 i i i •• •• • • • ••• • • • ••• COVER SHEET Structural Calculations for Canvas Awning Project: Monique Smith 253 NE 101 ST Vict J IE E • • • ' 8883 FonWnhleau Bled # 105 .. ... .. . .... Miami, FL 33172 Tel: 786- 282 -5292 . . . . .. . . . . . . . .. . .. . . . . . ... . ... . Moaique • ; • 3/7/2010 . ••• • • 1 of ... . . 0 0 . ... . . DESIGN WIND LOADING FOR CANVAS AWNING ASCE 7 -05 (CBC, h <60 ft) Z =15ft V = 90•mph FBC 2007 3105.4.2.1 1= 0.77 Exposure Category+ _ "C" K =1.0 Kd =0.9 K =0.85 &;= 0.00256•K V cz = 11.52•psf Length = 5.75ft Width = aft �= Length •Width Zane = W GC _ —1.06 GC = 0.00 - qz•(GCp + ) Pdasign _ — 12.3•psf Wxlth =1.5ft UPLIFT LOADING Width AM_ 3 'Pdewgn uplift - $•plf ..... .. . .. .. . .. . ...... . .. ... .. . .... • ••• • ••• ••• ••• • • • • • • • • • •• • • • • • • • •• • •• • • • • • ••• • ••• • Mo�gcte�Smitlt.xjnctf •;• XM2010 . ••• 2of4 . . . . . . . . . . . .. .. • . . .. .. CHECK MEMBER(S) (ASD - 9th Edition) SECTION PROPERTIES L = 3.00ft OD = 1.32 -in ID = 1.05•in t = 0.13-in Imo:= 0.9 Fes.= 50•ksi E := 29000•ksi Crass Sectionat Area = 0.49.111 Weight =1.68• ft I = 0.0873•in r = 0.421 -in S = 0.13•in 0.85 K -- L = 77 r OD 3300•ksi 2•�r t = 9.89 F = 66 C := F C =107 Y Y APPLIED STRESSES Applied Axial = 35 lb Applied- Moment = 71b•ft Applied Axial f = 0.07•ksi Cross Sectional Area f AppliedMoment fb = 0.63•ksi ALLOWABLE STRESSES K•L 2 r 1 - `FY F := 2 2-C if K•L Cc F = 19.6 -ksi 5 3 K L �•L 3 3 8 -Cc 8•Cc3 12.?r2•E if K•L > C P = 1.33• 12 -i2 •E P = 33.46•ksi 23•( K L) 2 23•[ 2 L ) = 0.66•F if OD 5 3300•ksi Fb = 33•ksi r OD 3300•ksi t 0.60•F if > F Y CHECK INTERACTION b 01 fa f f f = 0. �a= 1.33•F + f _ 0:42 1.33•Fb• 1 - a 1.33•Fb• 1 - F' �e • d(t <1.0,"Oly "NG") =VW ........... .. .. . .. . . . . . ... . ... . Ma"p:g •70n 3/7/2010 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHECK ANCHOR BOLTS Utililsing 318" Dia x 1 -114" Embed HIM HLC Sleeve Anchors into Hollow Block CHECK TENSION NoLpt_Solts =1 Bolt Tensil Capacity = 435 lb AppliedTension =1311 Allowable Tension := 1.33•Bo1LTens1le Capacdy-No of Bolts Allowable Tension = 579 lb Applied Tension = 0.02 Allowable Tenslon CHECK SHEAR Bol# Sheer Capacity = 800 lb Applied Shear =141b Allowable Shear = 1.33•Bolt ShearCapacity•No of Boles Allowable_Shear= 1064Ib Applied Shear = 0.01 CHECK INTERACTION Allowable — Shear Applied Tension + Applie Shear I = 0.04 11W= Allowable Tension Allowable Shear if(l 51.0, "O.K." , "N.G. ") = "O.K." ....... . .. .. . ...... ... . .. ... .. . . ... . . . . . . .. . . . . . Moue smith.x CP 0 3!7/2010 . ••• • • • 4of4 . ..... . .. . . .... . . . .... .... . . .... . COVER SHEET Structural Analysis for Canvas Awning Project: Moniaue Smith 253 NE 101 ST Victor Ceron, PE Civil PE# 63023 8883 Fontainbleau Blvd # 105 .. ..• . . . . . .. '. .:.': ; ; 0 '. Miami, Ft 72 Tel: 7 -5 90* • ••. • ••• • .... ... ••. • • • •• •• • • • •• •. Supports ....... . .. .. . .. . . . .... . .. ... .. . .. .. . ..• . . .. . . ... ..• . . . . .. . . .... . . . .... . . . . . . . . . . . . ...... . .... ... . . . ... . . Bar Natrtlers ....... . .. .. . ......... . .. ... .. . .... .... ....... . . ..... . ... . .. .. . . . . .. .. .... . .... . UPLIFT •• ••• • • • • i • • • • ••• • • • • • f• • • • • • • • • • •• •• • • • • • • • •• •• ••• • • • ••• • • —P JEP Ib caws: 14UPL" Forces Envelope Bar FX (ib) MY Qbft) Length (ft) s edb n 11 MAX 35 5 5.75 P IEP 1 / MIN 0.0 -5 5.75 P IEP 2 / MAX 0.0 5 5.75 P IEP 2 / NM -36 -5 5.75 P IEP 3 / MAX 0.0 0 5.75 P IEP 3/MIN 0.0 -0 5.75 P IEP 4/MAX 0.0 0 3.33 P IEP 4/NM -15 -4 3.33 P IEP 5 / MAX 18 2 3.91 P IEP 5/ NIN 0.0 -4 3.91 P IEP 6/MAX 18 2 3.91 P IEP 6 / MIN 0.0 -4 3.91 P IEP 15 / MAX 0. 0 .0 3.33 P IEP 15 / MIN -15 -4 333 P IEP 17 /MAX 10 2 3.91 P IEP 17/NM -5 -7 3.91 P IEP 18/MAX 10 2 3.91 P IEP 18 / AM -5 -7 3.91 1 P III' Reactions. Envelope Nurse FX (Ib) FY (Ib) FZ Qb) MX (IbM MY (Ibil) MZ Obft) 5 /MAX 0.0 0 0.0 0 0.0 0.0 5 / MIN -13 0.0 -8 0.0 -0 -0 7 1MAX 2 0.0 0.0 0.0 0 0.0 WAIN 0.0 -0 -14 -0 0.0 -0 8/ MAX 2 0 0.0 0 0 0 8 /MIN 0.0 0.0 -14 0.0 0.0 0.0 191 /MAX 11 0.0 0.0 0 0.0 0.0 191 / MIN 0.0 -0 -14 0.0 -0 -0 192/MAX 11 0 0.0 0.0 0 0 192 / MIN 0.0 0.0 -14 -0 0.0 0.0 193/ MAX 0.0 0.0 0.0 0.0 0 0 193 /MIN -13 -0 -8 -0 0.0 00 � • �•i i i s i i a • •• ••• •• • • • •• • • •• • •• i•• • • • • • • • • • • • • •• •• • • • •• •a sr GENERAL NOTES: 1. ALL STRUCTURAL MEMBERS TO BE ALLIED GATORDHIELD DETAIL A 50/ 55 STEEL TUBING 2. ALL CONNECTIONS TO BE FULLY WELDED: TYP 316' 3. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST ,I EDITION). 4. ALL WELDS COVERED WITH CORROSION RESISTANT COATING. 5. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2007 < i °b FLORIDA BUILDING CODE AND ASCE 7 -05 (V =90 MPH, F- 1= 0.77). x, U7) V) 6. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND o Q� L , OR IF ANY PART OF THE DRAWINGS IS NOT D Z UNDERSTOOD. 0 po I � N 7. OWNER HAS BEEN NOTIFIED THAT FABRIC AWNINGS WILL ap O REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. PROPOSED CANOPY 8. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS SCALE: 3/8 1 -O 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. r x2" YP p rn rn n N N � to en U LLJ N �� NO) 3 co N In IL NN /x2 STEEL PL WITH (1) O M g 00 o 3/8 "X3" HILTI HLC SLEEVE ANCHOR U - r `o (MIN 2" EMBED). j - - DETAIL A - -- SCALE: 3 " =1'- O" •• • • •• e • • •• & 023 CIVIL 03/ 04 /2010 • • • • • • • • • • 67 ae: "� •�• NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. SheAS S H O WN • • . • •• .... ....... • . • . .... . ... . •• . . .. .. .... . . .... • PEAR 1 � 2010 THIS MOST BE ON � Mi i Sh Niqe � TI ME JOB AT OF A DATE ZONING DEP Gs A BLD SUBJECT , * 4MPUANCE WITH ALL FEDERAL STATE AND CC UN iY riULES AND REGULATIONS s• • • • • • ••• •• i i i i i i i i i i •• • •i i • •L i i • ••• • ••• • • c 0 P y o 0 • i • i i i i • i • • • 0 •• • • • •••