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ACT-13-1846 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197230 Permit Number: ACT-8-13-1846 Scheduled Inspection Date: September 04, 2015 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GOMEZ-BASSOLS, ISABEL Work Classification: New Job Address:137 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060133170 Project: <NONE> Contractor: EL SOL AWNING DESIGN CORP Phone: (305)573-4757 Building Department Comments INSTALLATION OF 15 CANVAS AWNINGS OVER Infractio Passed Comments WINDOWS AND DOORS INSPECTOR COMMENTS False 08/29/2013-PENDING STRUCTURAL FEE Inspector Comments Passed - Failed 5 Correction — Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. ISeptember 03,2015 For Inspections please call: (305)7624949 Page 5 of 42 i �� i -4 �� jol/A/ Cao c.Q(. PJ d C4 - 1 --s F L 3 bra c BY(... . ..o dom000 � v ��� 1 • PERMIT# ACT t3 - l6kp CONTRACTOR: SOAolkmo 'j-hw SUBMITTAL DATE: ADDRESS: 12St NAME: RESUBMITAL DATES: PROJECT E: - NIN' - FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS/DERM PLUMBING NOIC 17, �FrWeuir►ei �_ s �� 'I. _ Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 eturn to: Miami Shores Village Invoice Number: ACT-8-13-48955 10050 N.E.2nd Avenue Invoice Date: August 29,2013 Miami Shores, FL 33138-0000 Permit Number: ACT-8-13-1846 Bond Number: Bill To Comments: ISABEL GOMEZ-BASSOLS 137 NE 92 Street MIAMI SHORES, FL 33138- 422 h1ra 92 Streel MIAMI SHORES, FL 33138- / � E s / E Date Fee Name Fee Type Fee Amount 08/29/2013 Plan Review Fee (Engineer) Calculated $160.00 Total Fees Due: $160.00 ty 1 Thursday,August 29, 2013 Miami Shores Village r 3 L Building Department 8Y.---------------- Tel: oo oom 90050 N.B.2nd Avenue,Nam: ----- ao e, Shotes,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)76IA949 BUILDING FBC 20 PERMIT APPLICA Permit No. )3_1 n n TION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: Z b City' Nami Sb"� County: _w_ a •Dade Foliofi%=l#: ' h the Building M t ftUy Designated:Yes NO Flood Zone:.__.__ OWNER:Name(Fee Simple Titleholder): _ aQ.L Phne*_AZO_2 6 D Address:- Z- �8 City to i A f✓l 1 State: o —zip: Nam:Tenautd essee Nam: r' Email: Phone#: CONTRACTOR:Company Name: .2d Address: Phonh#: Address• (y UJ City: 6 .-M I P stater Qualifier Name: Phone#: State Certification or Registration#: Email Address: Contact Phone#; Certificate of Competency#: P DESIGNER:Arcluteaftineer: -`— Phone#: , Value of Work for this Permit:$ a) �' Type of Work: OAddition UAherati 1;�,ew ! low on Dcscriptlon of Work fjAJC^ u j VrA S AW I Color MEN ' ; Saba ttai Fee$ Permit Fa$ CCF$ CO/CC$ Scapiaing Fee$ Radon Fee$ DBPR$ Bond$ NoW7$ TraininWEduc allon Fee$ Ted]n.oba Fee$ Double Fee$ Strnedual Review$ TOTAL FEE NOW DUE$ e , Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City stateP 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 met 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 AF WAVIIT: 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 properly 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 roved mut a re' ection fee will be charged. ' Srgnature Signature :Owner or Agem Contractor The foregoinginstrumas acknowledged beforaae me this The f goin ' strument aclar�ln ged bef thisO day of 2013,by Pte— day:719* 201✓,by"W � � �I who 3s personally)mown to me or who has produced who is known to me or who ha&produced _ As identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: P ' e/ Sig : C AUDIA V.C IOS 0. Pant: ��� p;: h'o ary u rc Sate of r ` omm Expire Sep ,A15 �5" MY C �A F ` Bonded Throu rh Naona iZ861Q on ' APPROVED BY ` ��) ( .� p) �• (3 ' zoning Structural Review Clark (Revised 3/12/2012)(Revised 07/1067/ Revised 06/10/2oo9)(1tevtsed 3/15/09) logo ems Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION JEITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. v/COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. OPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION ll BUSINESS NAME: ( e-g'tal!ld cl BUSINESS ADDRESS: CITY )�l STATE e ZIP CODE �� Z BUSINESS PHONE: 3( ®5 ) S3 Lt FAX NUMBER CELL PHONE C�W `3�� _ I LI QUALIFIER'S NAME: oU I QUALIFIER'S LIC NUMBER: 111550()n4& E-MAIL ADDRESS(IF APPLICABLE): l SO uw fAQS e c 0 Created on 3119109 BY MLDV I RV 3126109 MLDV 1 RV 6127111 AS S 4 ` r T ' --- CTQB Consfinaction Trades Quit ing Board BUSINESS CERTIFICATE OF COMPETENCY 11 BSOOO" ."IEL SOL AWNINGS DESIGN CORP D.BA: DOMINGUEZ ANTONIO Is=Wmd taclarthe proves of Chapter 10 of Ww"ade County AL(D FOR CON k4—CT"ING qp TI 09f301 O14 i 07/30/2013 4:47PM FAX 3055584354 ALL INSURANCE 00001/0001 . I AR°7 CERTIFICATE OF LIABILITY INSURANCE 07`"1;3 L_. TH16 CERTIFICATE IS 4 -R OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTI TE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORD BY THE POLICIES BELOW. THIS CERTIFICATE#OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUtnIO UISUR ),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If lire ceRNllom homer Is ao ADDITIONAL MUREp,Im~cel past 6e endorsed. a SUBROGATION SI ,subd t io the terms and CpadlBons of the Polley,certain poples may regare en elldasemalL A etatemeRd on this arBpcate dues no! tot ceracate homer In Ham of ouch olRldolsenraat - PRODDER I If ACT i All Insurance Services PHONE (305)822-4472 up ( )556.4354 1548 W.37 St. L Hialeah,FL 33012 WSURBR{sl AFFORDING COVERAGE MCA Phone (305)822472 Fax (305)556.4354 IN6URBiA: ALTERRA EXCESS&SURPLUS INSU NCE COMPAN INSURED . INSURER 8: _ El Sol Awning Design CORP 1 INSURER c: 70 NW 31 St INSURERo: Miaml,FL 33127- (TW 380-1704 INSURER E` - INSURER COVERAGES ; CERTIFICATE NUMBER: REVISION NUM ER: THIS IS TO CERTIFY THAT THE PQLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR T E POLICY PERIOD INDICATED. NOTWITHSTANDINIQ ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPE TO WHICH THIS CERTIFICATE MAY BE ISSUED OFA MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.L"SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1•SR TYPE OFINSURANCE I DL BR POLMYNUMBER WMArnEJAP UNITS GENERAL L►Arvl RY I EACH RItENG8 j 300,000.00 © COWERCIAL GEN ERAI LIABILrtV AGE T 1 N%n s 100,000.00 A U (� cIAaAls.NwoE �/ OCCUR Y Y MAX018301004089 07/14/2013 071141+014 MED EV V one p rm) s 5.000.00 ❑ PEReormaAoV m juRy s 300,000.00 n I n❑❑ u. i _• CGpE0NER�ALryAGGRAE ) s6 3a 0,000.00 OENLAGGREGATE LIMIT APPLIESPEIt PRODUCTS-COMPG a 300.000.00 ❑ UCr F] 1:1 IOC AUTOIO�LE{IASRTY MINED SINGLEIT ( dwm ANY BODILY INJURY Wer ALL El..UI*ED AUTOS BODILY INJURY IPSa HIRED AUTOS D pS n s - HUNBRELLA UAa CI CCC IR EACH OCCURREM a ❑ E11=80 LIAR U clwra+sa R - — AGGREGATE $ DED U RETENTIONS I $ WORKERS COMPENSATION I YYC STATIi. OTH- AND EMPLOYERS'LIABILITY j Y/N TORY ANY PROPRIETOWPARTNERJEXECUrw E.L.EACH ACCIDEN1 $ OFFICERMEMBER EXCLUDED? N I A (MiuIn Nbo I WE: E.L.DI -EA O S , RIP ,N OF OPERATION$b*Wa EL DISEASE•POLIC f LIMIT a DF,SCRIPWIN OF OPERATIONS I LOCATIbNS I VEHICLES(AnWA ACMW 101,AddhWW Remaft Schedule.if moo*Paas Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PoLmE s BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE WILL B DELIVERED IN VILLAGE BU ILDINGI DEPARTMENT ACCOROANCE VIfTIH THE POLICY PROVISIONS. I DOW NE 2ND AVE: AUTHOR¢ED REPRESENTATIVE MiAM SHORES FL 33138 ®1988-2010 ACORD CORPORAONI rights reserved. ACORD 25(2010/05)DF The ACORD name and logo are 1 . marlss of ACORD tim 221'. - TK sisloTAMLL CCk A l IsmPT 02-"06V # NO.: .. 1BSOt1l144 wst LOCATIONRtcEIFT HOMER EL SOL AWNINGS DESIGN tDRP �stNEss �c A -Tgt 70 Nib 31 ST AS SPECIFII I l OWNER :EL SOL AWNINGS �SIGAI' COMP CITY OF: SPFECIALTY $UILDINE# CONTRACTt3R MIAMI BEACH DO NOT FORWARD .. . r «t+ EL SOL AWNINGS DESIGN CORP ANTONIO DOMINGUEZ PRES one. 70 NW 31 ST MIAMI FL 33127 ACPs'>$F� 02240028002 {{ iifill IMIS!11!li+ittiitliif�Ittttllil��!/tltlJft!l�ttttitit/ ` 1 � i �' FflSTAtiE i i PAID IVOl (dE At MIA111,FL PERMT NO.231 THt 678594-4 RENEWAL SUSINESS NAME f LOCATION RECEIPT NO. 660687-6 EL SOL AWNINGS DESIGN CORP CC # IIBS00044 70 NW 31 ST 33127 MIAMI OWNER EL SOL AWNINGS DESIGN CORP Sec.Type ai Sadness WORKER/S 196 SPECIALTY BUILDING CONTRACTOR 1 S IS ONLY A LOCAL SWM TAX JIME M IT ES NOT Pi' THE LEER TO VIOLATE ANY A:iM REGULATORY OR IM LAVM OF THE DO NOT FORWARD UNTY OR CMES. NOR ES R EXEIRK THE LMM F ROU ANY OTHER FAM OR LICEUM T IF EL SOL AWNINGS DESIGN CORP ' ANTONIO DOMINGUEZ PRES 70 NW 31 ST Yaawfwxgwm TAX MIAMI FL 33127 ILLECTM 10/01/2012 02240028001 Tq� 000045.00 IRS 111011holltl„lilltttlt,111lt,tltttlllistolist lllttfAil SEE OTHER SIDE .9 a 10-05-2012 1'.ama'* ,JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/05/2012 EXPIRATION DATE: 10/05/2014 PERSON: DOMINGUEZ ANTONIO FEIN: 261821638 BUSINESS NAME AND ADDRESS: EL SOL AWNINGS DESIGN INC 70 NSI 31 ST. MIAMI FL 33127 SCOPES OF BUSINESS OR TRADE.- 1- RADE1- SHEET METAL (S535) IWORTAgT: Pursuant to Chapter 440 . 05114). F.S., as officer of a corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation ander this chapter. Pursuant to Chapter 440.0502), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursoam to Chapter 440.05(13), F.S., Notices of election to be exempt ad certificates of election to be exemia shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no !anger meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at asy time for fallare of the person named on the certificate to meet the regoirements of this section QUESTIONS? {850) 413-1609 WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REMISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OFwORKEIM COMPENSATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificEFte of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDAL under this section may not recover benefits or com(onsation under this WORKERS COMPENSATION LAW 0."— D chapter. EFEECTINE 10/05/2012 EXPIRATION DATE: 10/05/2014 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be PERSON: ANTONID DOMINGUEZ H exempt. apply only within the scope of the business or time listed on FEIN: 261821638 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt EL SOL AWNINGS DESIGN UVC and certificates of election to be exempt shall be subject to revocation 70 NW 31 ST. if, at any time after the filing of the notice or the issuance of the Mosul, FL 33127 certificate, the person fanned On the notice or certificate no longer meets the requirements of ibis section for issuance of a certificate. The department Shall .revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE person named on the certifit3lte to meet the requirements of this I- SHEET METAL (5535) Section. QUESTIONS? (850) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. Certificate of Flame Resistance GEST R Registered Issued By `�`'' Application Date Work Performed f� Concern No. Trivantage, LLC 1831 North Park Ave. 8/7/2013 9 ?E r► P REYP�° Glen Raven, NC 27217 This is to c•ertifi)that the materials described below hereof have been flame-retardant treated(or are inherently nonflammable). EL SOL TOLDOS 70 NW 31 ST STREET FOR MIAMI, FL 33127 i Certification is hereby made that: (Check"a"or"b") 'I'he articles described at the bottom of this Certificate have been treated with a flame-retardant chemical (a) 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 Calirornia and the Rules and Regulations of the State Fire Marshal. Name orchemical used Chem.Reg.No. Method of application x (b) 'I he articles described at the bottom hereofarc 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 Reg.No. The Flame-Retardant Process Used WILL NOT Be Removed By Washing Trivantage, LLC Vice President, Business Development Name of t'roduciio Superintendent Title Customer Order# Antonio Control/Lot# 006778740USY Invoice Number Item Number 888510 Description Firesist#82010-0000 60" Admiral Nav Standard Pack 60 Yards --- - --- - - - - -- - - - --------- 15' ALLEY F.I.P. 01 10PAVEMENT NO ID. F.R.01�D.2" 3.20' NO 90/ 19 Go M 10.6, 22.60' . 26.1' ONE STY. b —X- b GARAGE 04 F.E.=9.92' C4 x 53' 26.1' 6. - V) 014 rz C14 6.5'. 0.19, X—X—X—X- ONE STY. IC.B.S.0 Am RES. NJ.137 FlItYPIll. Y,I I WAR 23.3' 11= I . A/ r% WWI If ID 34.40' F.I.P.01/2" oui XCIP229 ap 90 x• F.I.P. 01/2- BLOCK 0.20' CORNER lo. No 10. 156.65' 100.00' F.N. 5- SWK. NO 10. o NE. 92nd STREET 106 ri —-—-—-— 19' PAVEMENT BOUNDARY SURVEYg i Who, 111111gil PROPERTY ADDRESS: 137 NE. 92nd STREET, MIAMI SHORES, FLORIDA 33138 a a I a 9 a I a a LEGAL DESCRIPTION LOTS 18 AND 19, IN BLOCK 23, OF AMENDED PLAT OF MIAMI SHORES a SECTION No.1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN z !� PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAMI—DADE W z COUNTY, FLORIDA. w UZIW J , 0 a 0 ® p ® Q a s NE. 93rd STREET 1�aOIM'l 14 13 12 11 10 9 8 7 w z N ppa4n® aa®Ua L+J z 15 16 17 18 /19 20 21 22 v, z i o NE. 92nd STREET — a r LOCATION SKETCH a I-C N.T.S. > W Hr p a a ® a n lCqa,�p m NOTES: a 2 THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (81617—BFAC), IS 'RESIDENTIAL'. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF 8 DAR SURVEY IS i FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASURMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. —WELL IDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. 1; .pU — 0z LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A FLOOD ELEVATION INFORMATION. SEARCH OF TITLE TO THE SU&ECT LANDS. ELEV 11 —NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. DATE OF FIRM: 09-11-09 a a a a a a a NAMED HEREON N BEEN PREPARED AND DOES NOTFOR THE �EXTEND TO USE OF A ANYnUNNAME PARTY. COMMUNITY No: 120652 -ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) PANEL: 0302 s1FFIx: L MIAMI—DADE COUNTY BENCHMARK No.N-888; LOCATOR No.3100SW; ELEVATION-9.85' ZONE: X BASE FLOOD ELEVATION: N/A ANTONIO FIORE, PSM WILID �F TIS�,HN:SE HEAR THE � OF THE ATTEMINO LAND SURVEYOR LAND SURVEYOR LAND PLANNER 1842 SW. 124th Place, Miami, Florida 33175 Phone: (305) 221-3040 Fax: (305) 221-9040 I HE RM CBn*-f THAT THIS BOUNDARY SURVEY OF THE PROPERTY DFSGBBID r - HEREON IS ME AND CORRECT TO 1HE BEST OF MY IONOMMM AND BEUw AS RECENTLY SURVEY®AND ORAVIN UNDER MY SUPERVISIML TNS SURVEY WAPUES ANTONIO FIORE "THE MMM TEMWAL STANDARDS SET FORTH BY THE FLCRHDA ISOM OF PROFESSIONAL SURVEYOR AND MAPPER No.5184 PROFESSIONAL LAND SURVEYORS IN CHAPTER 5-17 FLORIDA ADMIN IRAWYE STATE OF FLORIDA CODE,PURSUANT TO SECTION 427.027 FLORIDA STATUTES. SCALE: 1"=20' DRAWN BY. F.A.L» REFERENCE FIELD BOOK : 13-0112 DATE: 02-18-13 16/16 DA Powers' IDesign �— Company name: --- --� - Project: Date:8/2/2013 ' Version:2.1.4561.25602 Project number: Page: 4/4 Pryout strength: hef = 1.425 inch ` kc =24.0 Nb = kc* fc 0.5* hefl•5= 24.0 * 54.77 * 1.701 =2236 Ib D.5.2.2 ANc = 18.15 inch' ANcO = 18.15 inch' 4Ped,N = 1.000 D.5.2.5 tPcp,N = 1.000 D.5.2.7 Wc,N = 1.000 D.5.2.6 kcp = 1.0 D.6.3.1 cl) * VCP ='0*(ANc/ANcO)*9/ed,N*4Wcp,N*Wc,N*Nb*kcp D.6.3.1 =0.70*(18.15/18.15)*1.000* 1.000* 1.000*2236 Ib*1.0= 1565 Ib Vua = 103 Ib Design proof: Vua/ (4* Vcp) = 103 Ib / 1565 Ib = 0.07 :5 1.00 Combination tension/shear load: Interaction: Design proof: (Nu/((* Nn) +Vu/ P* Vn))/ 1.2 = (0.24 + 0.07)/ 1.2 = 0.25 5 1.0 Fastening okl Warnings/remarks: Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines and must be checked for plausibility. Owers Fasteners,2 Powers Lane,Brewster,NY 10509,USA,http://www.powers.comi 15/16 . DA_.. Powers -Design ; Company name: sf Project: Date:8/2/2013 Version:2.1.4561.25602 Project number: Page: 3/4 Design proof tension loadiMReference Steel strength: Nsa = 10300 Ib D.5.1 0 * Nsa = 0 * Nsa= 0.65 * 10300 Ib = 6695 Ib D.5.1.2 NUB = 347 Ib Design proof: NUB/(CP* Nsa) = 347 Ib /6695 Ib = 0.05 5 1.00 Concrete strength: hef = 1.425 inch kc =24.0 Nb = kc* fc 0.5* hef1.5= 24.0 * 54.77 * 1.701 = 2236 Ib D.5.2.2 ANcO = 18.15 inch ANc = 18.15 inch 4/ec,N,x = 1.000 D.5.2.4 Wec,N,y = 1.000 D.5.2.4 Wed,N = 1.000 D.5.2.5 Wc,N = 1.00 D.5.2.6, cac = 2.75 inch Wcp,N = 1.000 D.5.2.7 4) * Ncb =m*(ANc/ANCO)*Wec,Nx *Wec,N,y *Wed,N*Wc,N*4/cp,N*Nb D.5.2.1 =0.65*08.15/18.15)' 1.0001.000' 1.000*1.00*1.000*2236 Ib= 1453 Ib NUB = 347 Ib Design proof: Nua/(0* Ncbo = 347 Ib / 1453 Ib = 0.24 :5 1.00 Design proof shear loading ----- - --- Reference Steel strength(without lever arm): Vsa =4825 Ib D.6.1 0 * Vsa = 0 * Vsa= 0.60 * 4825 Ib = 2895 ib D.6.1.2 Vua = 103 Ib Design proof: Vua/(0* Vsa) = 103 Ib /2895 Ib = 0.04 5 1.00 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines and must be checked for plausibility. Powers Fasteners,2 Powers Lane,Brewster,NY 10609,USA,http://www.powers.com/ Company name: 14/16 I Project: Date:8/2/2013 Version:2.1.4561.25602 Project number: Page: 2/4 Calculations: Selected anchor: Wedge-Balt+-3/8"(1.425) ; hnom 2-1/8", Grade 2 Effective embedment depth: hef= 1.425 inch Approval: ESR-2526 (6/1/2010) Issued:6/1/2010 Basic principles design: Design method: ACI 318-08(Appendix D) Concrete: Normal weight concrete, uncracked concrete, f c= 3000 psi Load combination: taken from Section 9.2 Reinforcement: no reinforcement to limit splitting cracks available none edge reinforcement or<#4 bar Condition B Stand-off: not existent Seismic Loads: No Resulting anchor forces/load distribution: Anchor No. Tension load Shear load #1 347 Ib 103 Ib Maximum 3471b 103 lb I Max. concrete compression strain: 0.11 0/00 Max.concrete compression stress: 490 psi Resulting tension force: 347 lb Resulting compression force: 247 Ib Summary: Design proof Demand Capacity Status I ___.._ Tension load 347 Ib __1453 Ib 0.24:5 1.0— Shear load 103 Ib 1565 lb 0.07:5 1.0 OK Interaction - - 0.25:5 1.0 Anchor plate: Material: fyk= 36000 psi Length x width: 2.00 inch x 2.00 inch Actual plate thickness: 0.250 inch Calculated plate thickness: not calculated Profile: none selected Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines and must be checked for plausibility. owers Fasteners,2 Powers Lane,Brewster,NY 10509,USA,http://www.powers.com/ , s • 13/16 ® , Company name: esigh Assist Project: Date:8/2/2013 Version:2.1.4561.25602 Project number: Page: 114 Geometry: X00 i i i i � � �1 Qd f '•J✓1 �Illli Y.a Load actions: [Ib], [ft-Ib] Z Design loads/actions ---- - - - --_ _ Nu - 100--- Nu 00- -Nu Y V t,x -34 i (Yl UZ / VLIy 97 4> Vuy Mux -17 _......... ................__.._.-......................... ._ ' May M Uy 0 ��- - - - -� X MUZ 0 V. Mux Eccentric profile ...... ..................._................_................._......................._.........................: ex = 0.00 inch; ey = 0.00 inch Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines and must be checked for plausibility. • [Powers Fasteners,2 Powers Lane,Brewster,NY 10509,USA,hftpJ/www.powers.coni/ a 12/16 1 Milton Cubas PE, Inc., Milton Cubas, PE Aug 02, 2013; 09:51 AM Result Case: 0.9D+W o+Y IES VisualAnalysis 10.00.0006 CID i ~�;' LL If /46 LL/ b .a c I 0 LL 700/46 LOAD REACTIONS GOV. ANCHOR WALL DESIGN Project: 1 11/16 Milton Cubas, PE, Milton Cubas PE, Inc. August 02, 2013 C:\MILTON CUBAS 2013\AWNINGS\EL SOL AWNINGS\137 NE 92 ST MIAMI SHORES VILLAGE\CALC\ Weak Shear Check Member Result Offset Demand Vz Capacity Vz Code Unity Details Name Case. ft. Ib Ib Ref. Check COL020-4 0.6D+0.6W>>+Y 0.2500 -48.8144 2885.4494 G6-1, 2b 0.0169 OK Page 2 VisuaMnaiysis a.00(www.iesweb.com) Project: 1 10/16 Milton Cubas, PE, Milton Cubas PE, Inc.' August 02 2013 C:\MILTON CUBAS 2013\AWNINGS\EL SOL AWNINGS\137'NE 92 ST MIAMI SHORES VILLAGE\CALC\ Design Group Results Design Group: MEMBERS per AISC ASD (2005) Designed As: Pipe 1.31 x 0.083, Material: \Steel\ASTM A992 Grade 50 Combined Check Member Result Offset Code Unity Details Name Case ft Ref. ` Check COL020-4 0.6D+0.6W»+Y 0.0000 H1-1b 0.0474 OK Cb = 1.0000 , Lb = 0.2500 ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib Ib Ref. Check COL020-4 0.6D+0.6W»+Y 0,0000 16.0170 9618.1646 D2-1 0.0017 OK Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft lb-ft Ib-ft Ref. Check COL020-4 0.6D+0.6W v+Y 0.0000 -7.4023 314.7954 F8-1 0.0235 OK Lb = 0.2500 ft, Cb = 1.0000 Weak Flexure Check Member Result Offset Demand My Capacity My Code Unity Details Name Case ft` Ib-ft Ib-ft Ref. Check COL020-4 0.6D+0.6W»+Y 0.0000 7.2688 314.7954 F8-1 0.0231 OK Stronci Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft lb Ib Ref. Check COL020-4 0.6D+0.6W »+Y 0.2500 50.3781 2885.4494 G6-1, 2b 0.0175 OK Page 1 VisualAnalysis a.00(www.iesweb.com) 9/16 1 Milton Cubas PE, Inc., Milton tubas, PF, Aug 02, 2013; 09.21 AM Design View, Unity Checks IES VisualAnalysis 10.00.0006 to i 4 � � o 01 o 0 ci ci `F t rf. Project: 1 8/16 Milton Cubas, PE, Milton Cubas PE, Inc. August 02, 2013 C:\MILTON CUBAS 2013\AWNINGS\EL SOL AWNINGS\137 NE 92ST MIAMI SHORES VILLAGE\CALC\ Load Cases Load Case Design Checks Seismic Type Results Analyze? Envelope? 1 DL -Y =SELF WEIGHT -NA- -NA- Yes Yes No 2 WL +Y =16.7 PSF -NA- -NA- Yes Yes No 3 0.6D+0.6W»+Y Allowable ASD -NA= Yes Yes No 4 0.6D+0.7Di :Allowable ASD -NA- Yes Yes No 5 D+0.6H ;Allowable ASD -NA- Yes Yes No 6 D+0.6W »+Y Allowable ASD -NA- Yes Yes No 7 D+0.75 L+0.6W+Lr ))+Y Allowable ASD -NA- Yes Yes No Load Combination Summary Equation Combination: 0.6D+0.6W »+Y Combination: 0.60D + 0.75Fa*0 + 0.60W+Y Contributing Cases & Source DL(-Y)=SELF WEIGHT (D) WL(+Y)=16.7 PSF (W+Y) Equation Combination: 0.6D+0.7Di Combination: 0.60D + 0.70Di*0 Contributing Cases & Source DL(-Y)=SELF WEIGHT (D) Equation Combination: D+0.6H Combination: D + 0.60H*0 + F*0 Contributing Cases &Source DL(-Y)=SELF WEIGHT(D) Equation Combination: D+0.6W»+Y Combination: D + H*0 + F*0 + 1.50Fa*0 + 0.60W+Y Contributing Cases & Source DL(-Y)=SELF WEIGHT (D) WL(+Y)=16.7 PSF (W+Y) Equation Combination: D+0.75(L+0.6W+Lr) ))+Y Combination: D + 0.75L*0 + 0.75Lpa(>100ps0*0 + 0.751-r*0 + H*0 + F*0 + 1.50Fa*0 + 0.45W+Y Contributing Cases &Source DL(-Y)=SELF WEIGHT (D) WL(+Y)=16.7 PSF (W+Y) Pagel VisualAnalyos a.00(www.lesweb.com) 7/16 1 Milton tubas PE, Inc., Milton Cubas, PE Aug 02, 2013; 09.20 AM Load Case: WL(+Y)=16.7 PSF IES VisualAnalysis 10.00.0006 ®R t5 i 6/16 1 Milton Cubas PE, Inc., Milton Cubas, PE Aug 02, 2013; 09:18 AM Load Case: DL(-Y)-SELF WEIGHT IES VisualAnalysis 10.00.0006 ft j. II Avv �l dil II i N J Ca J 5/16 PROJECT: MILTON CUBAS, P. E., INC. �1 CONSULTANT ENGINEER PE # 51902 SUBJECT: STRAP DESIGN' . 1. - 1302 NE 125 ST, NORTH MIAMI FL. 33161 cv PHONE: (305) 891-4174 FAX (305) 891-4175 ADDRESS: E MAIL:miltoncubas@msn.com www.miltoncubaspe.com DATE: SHEET No. DESIGN BY: OF WIND LOADS EVALUATION FOR AWNING DESIGN BASED ON FBC 2010 AND ASCE 7-10 ENTRY DATA Wind 115 mph (Wi) 17 psf (ULTIMATE) Wind Max mph ( ) 39 psf (ULTIMATE) Max Width(W) 7.8 ft Bar Quantity 7 Bar Diameter 1.32 in H Bars Awning Overhang (P) 2.50 ft Awning Height(H) 2.67 It L BETWEEN BARS= 1.29166667 ft L1 ANALYSIS 1 (WIND 115 mph) Span 3.66 ft , e L-4 0,V1*0 Tributary Width(1-1) 1.3 ft ,A ,Sq/vozs,,ph Wind Pressure 17 psf ® f o p0�, Fo Wind Load W1 22.0 Ib/ft Max Moment 36.7 Ib ft + [GOV] ` ANALYSIS 2(MAX WIND SPEED) Span _ 3.66 ft -- MEMBER TRIBUTARY WIDTH ANALSYS Tributary Width 41 1.32 in Wind Pressure 39 psf Wind Load W1 4.3 Ibfft Max Moment 7.1 Ib ft USE FOR AWNING DESIGN THE LOADS BASED ON WIND SPEED=115 mph 4/16 Lr 0.5 L 0,5 L C-Mv CNI. h Gama = 0 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind. Pres. Leeward Wind Pres. Case Psf Psf ' ------ ---------- ---------- ------------------- ------------------ A -1,740 -1.800 -83.667 -86.552 B -2.370 -0.630 -113.960 -30.293 Gamma = 180 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pies. Case Psf Psf ------ ---------- ---------- ------------------- ------------------ A 2.130 2.290 102.419 110.113 B 2.670 1.190 128.385 57.220 Notes: 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces. Notes: 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces. Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case Psf Psf --------------- -------------- ---- ---------- -- ------------ -`- -" <= 15.0 _.. Theta<=45 deg A -0.800 -38:467 B 0.800 38.467 Notes: 1) Cn- Net Pressures (contributions from top and bottom surfaces) . Notes: 2.) Plus and minus signs signify pressures acting towards and away from the top roof surface, respectively. 3/16 NECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/2/2013 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\MILTON CUBAS 2013\AWNINGS\EL SOL AWNINGS\137 NE 92 ST MIAMI SHORES VILLAGE\CALC\WIND CALC. (ASCE 7-10, 175 mph).wnd Directional Procedure Open Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = I Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 10 : 12 Slope of Roof(Theta) = 39.81 Deg L: Roof Hor. Width = 15.00 ft D: Roof Length along Ridge= 2.50 ft Ht: Mean Roof Ht = 15.00 ft Type of Roof = Monoslope Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid .Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63* ( (B+Ht) /Lzm)^0.63) )^0.5 = 0.96 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-18A Open Building-Monoslope Roof 2/16 L 0.5 L 0.5 L hr h F Gamma = 0 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case Psf Psf ------ ---------- ---------- ------------------- ------------------ A -1.740 -1.800 -36.130 -37.376 B -2.370 -0.630 -49.212 -13.082 Gamma = 180 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case Psf Psf ------ ---------- ---------- ------------------- ------------------ A 2.130 2.290 44.228 47.551 B 2.670 1.190 55.441 24.710 Notes: 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces. Notes: 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces. Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case Psf Psf --------------- -------------- ---- ---------- - ----------- <= 15.0-`-- -Theta<=45 deg A -0.800 16:612WIND PRESSURE B 0.800 16.612 1 (GOV.) Notes: 1) Cn- Net Pressures (contributions from top and bottom surfaces) . Notes: 2) Plus and minus signs signify pressures acting towards and away from the top roof surface, respectively. 1/16 NECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by NECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/2/2013 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\MILTON CUBAS 2013\AWNINGS\EL SOL AWNINGS\137 NE 92 ST MIAMI SHORES VILLAGE\CALC\WIND CALC. (ASCE 7-10, 115 mph).wnd Directional Procedure Open Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 115.00 mph Structural Category = I Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 10 : 12 Slope of Roof(Theta) 39.81 Deg L: Roof Hor. Width = 15.00 ft D: Roof Length along Ridge= 2.50 ft Ht: Mean Roof Ht = 15.00 ft Type of Roof = Monoslope Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63).)^0.5 = 0.96 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Figure 6-18A Open Building-Monoslope Roof MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail:miltoncubas@Asn.com www.miltoncubaspe.com PAGE. 11/16 INDEX DESCRIPTION PAGE Wind Loads Calculations. 1 Frame with Lengths 6 Wind Loads Analysis 7 Load Combination Summary 8 Design Members Group 9 Combination Reactions (0.9D+W) 12 Anchors Wall Connections Design 13 MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail:miltoncubasnmsn.com • www.miltoncubaspe.com PAGE 116 COVER SHEET DATE: August 2,2013 PROJECT: AWNING T-9"W x 2'-6"PROD.x 2'-8" H ADDRESS: 137 NE 92 ST. MIAMI,FL. 33138. CLIENT: EL SOL AWNINGS DESIGN BY:GE This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 16.Computations were performed to the est of our knowledge according to sound and generally accepted engineering principals and Code requirem ts, using nationally recognized computer software and in-house developed software. Prioq commissioningto service,the in-house developed software was thoroughly checked by performing paralle ual computati s. The sign and seal provided herein are meant to cover all computation sheets pages 1 thro 16. Milton Cu as Certification Authorization# 27267 F.L Reg. RE# 51902 S.I. # 6999901 CANVAS DESIGNED TO BE READILY REMOVED OR REPOSITIONED ALL MEMBERS DURING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED TUBE 1.315 O.D.X 14 GA AWNINGS SCHEDULE WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED (GALVANIZED GATORSHIELD) INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE OR (UNLESS NOTICED OTHERWISE) REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH TYPE DESCRIPTION QUANTITY PERIODS OF TIME AS ARE DESIGNATED BY THE U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. CONNECTION 1 AWNING T-9"W X 2'-6"PROJ.X 2'-2"H. 1 SEE DETAIL"A"(TYP) SEE DETAIL"B" 2 AWNING 4'-6"W X 2'-6"PROD.X 2'-6'H. 8 (TYP.) 3 AWNING 4!-2"W X 2'-6"PROD.X 2'-0"H. 2 4 AWNING 4'-0"W X 2'-6"PROJ.X 2°-6"H. 2 H5 AWNING 4'-0"W X 2'-0"PROD.X 2°-4"H. 1 6 AWNING 5'-6"W X 2'-0"PROJ.X 2'-4"H. 1 TOTAL 15 IN *1 77-'' I — SUE3JF_CT TO COI 9PLIAINCf-VVI 1-1 ALL FE--Kit .DF 1/8 TYPICAL IAIJ6 1 3 2 I� NOTE:. ; CONNECTION ISOMETRIC D TE 11 11 . -ANY I RLIMI , ON r INK L RKSING DETAIL A ��aoo_000aa__000 ,,, SCALE:N.T.S. om00000 WHIT F2 ST G -ON LL VOID SCALE:N.T.S. THES RA GS C - C TIONS. Ll MILTON CUBAS, P. E., LNCyt = A 02/13 EL SOL AWNING DESIGN CORP. CONSULTING ENGINEERS PE # 51902 SCALE 70 NW 31st ST. AWNINGS C.A. # 27267 S.I. # 6999901 N.T.S. I. 33127 1302 NE 125 ST DESIGNED MIAMI, F 137 NE 92 ST. NORTH MIAMI, FLORIDA 33161 PHONE: (305) 573 4757 PHONE: (305) 891-4174 FAX (305) 891-4175 sc. MIAMI, FL.33138 www.miltoncubaspe.com EMAIL: miltoncubas@msn.com SHEET 1 of 2 STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND EXISTING 5/8"STUCCO I SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS EXISTING 2 1/2" MIN. DURING ERECTION. WALL LINE OF FINISH WALL. DESIGN WIND LOADS: w` 4, THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2010, THE q FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 STEEL ASTM A36 2010 AND ASCE 7-10. PLATE 2 X 2 X 1/4 2" WIND VELOCITY : 115 MPH EXPOSURE CATEGORY: C , W/(1)WEDGE BOLT BY POWERS 1" IMPORTANCE FACTOR : 1.00 GCPI: #0.0 FASTENERS 3/8"0 X 21/2" MIN. EMBED. ,�--2"—� 3/16 STRUCTURAL STEEL: '..� ':� �,' INTO CONCRETE OR THE MATERIAL, FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL GROUT FILL CELL MASONRY COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND }` ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN SIDE VIEW (f'c=3,000p.s.i.) FRONT VIEW INSTITUTE OF STEEL CONSTRUCTION,AISC-ASD, 13TH EDITION, 2006. ALL PIPES TO BE NOMINAL DIAMETER GALVANIZED ASTM A501, Fy=36Ksi OR APPROVAL EQUAL. DETAIL "B" ALL TUBES TO BE OUTSIDE DIAMETER, GALVANIZED GATORSHIELD, SCALE : N.T.S. Fy=50Ksi.OR APPROVAL EQUAL. ALL STRUCTURAL TUBES TO BE GALVANIZED STEEL ASTM A500 GRADE B f Fy=46Ksi OR APPROVAL EQUAL ALL ANCHOR BOLTS SHALL BE WEDGE BOLT BY POWER FASTENER \� WITH WASHERS UNDER THE TURNED.ELEMENT. BOLTS SHALL BE 1Q TIGHTENED-IN ACCORDANCE WITH THE TURN-OF-THE-NUT METHOD._ --_ WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING NOTE: (SMAW)SHALL USE E60XX LOW-HYDROGEN ELECTRODES. -DESIGN LIMITED TO STEEL AWNING ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN -ANY E OUT OR STI INK MARKS, WHITE OUT OR STICK-ONS WILL VOID ACCORDANCE WITH SSPC SPECIFICATIONS. THESE DRAWINGS AND CALCULATIONS. MILTON CUBAS, P. E., INC. DA08/02/13 EL SOL AWNING DESIGN CORP. CONSULTING ENGINEERS PE # 51902 SCALE 70 NW 31st ST. AWNINGS C.A. # 27267 S.I. # 6999901 N.T.S. MIAMI, FL.33155 1302 NE 125 ST NE ST. NORTH 137 NE 92 MIAMI, FLORIDA 33161RA PHONE: (305) 573 4757 PHONE: (305) 891-4174 FAX (305) 891-4175 s.G. MIAMI, FL.33138 www.miltoncubaspe.com EMAIL: miltoncubas@msn.com SHEET 2 OF 2