The URL can be used to link to this page

ACT-01-20-150Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 559 NE 87TH ST, Miami Shores, FL 33138 Contacts Permit NO.: ACT-01-20-150 Permit Type: Awnings/Canopies/Tents Work Classification: New Permit Status: Approved Issue Date:03/06/2020 Expiration: 09/02/2020 Parcel Number 1132060200990 PAJOVI HOLDINGS INC 55987 Business: 3057333502 711 PAIOVI HOLDINGS INC Owner 55987 Business: 3057333502 E&J TROPICAL AWNINGS OUTLET INC Contractor EDGAR DIAZ 17832 SW 176 ST, MIAMI, FL 33187 Business: 7863261655 INFO@ EJAW N INGS.COM Inspection Requests: Description: TO FABRICATE AND INSTALL ONE COMPLETE Valuation: $ 1,000.00 CANVAS AWNING ON STORE FRONT OF BUILDING SHOW ON 305-762-4949 SITE PLAN TO REPLACE PERMITkACT-02-19-368 Total Sq Feet: 43.00 Fees Amount Payments Date Paid Amt Paid 50%Renewal Fee $50,00 Total Fees $50.00 Credit Card 03/06/2020 $50.00 Total: $50.00 Amount Due: $0.00 Building Department Copy 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 ail 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 forkgoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, lauthorize the above named contractor to do the work stated. Authorized Signature: Owner March 06, 2020 Contractor / Agent Date Page 2 of 2 Np Miami Shores Village FED d qv J Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949I.t FBC 200 b+ BUILDING Master Permit No. A(--7-'Oi —ZO-- 6-o PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ``! CONTRACTOR DRAWINGS JOB ADDRESS: 5 5 q by C t1th S4 City Miami Shores s nI',.� County: Miami Dade Zip: ,33138 Folio/Parcel#: 11 ,7 ZyP O (N0"A-10 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: City: m f-fh t `toll"/ State: fL Zip: 10I Tenant/Lessee Name: Email: 9zim6h O CONTRACTOR: Company Name: i - �1 J �1+ rj) ( C� I `NYIITPhone#: t�i� 26q - D(o�i F Address: , 1 o! W t t-l Yl \�+ i City: Mlotmi\ State: rIOYI((4t Zip::Ita11 QualifierName: racl el r l >yy(��ni 7s Phone#: j &!Q 32V I (A19i State Certification or Registration #: (A P)5 60` 19�/t Certificate of Competency #: DESIGNER: Architect/Engineer: Ce�/ r l agi"IIO Phone#: (1b(o) 3( )--n6l Address: 1'315 S SW 13 Ni tl SA City: t t q nrl i state: F_ zip: 33114. Value of Work for this Permit: $ Z. 03c� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of �WWo�rrk��: �� (2& Specify color of color thru tile: Submittal Fee$ �_� Permit Fee$ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $C Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not 7apved and a reinspection fee will be charged.D Signature, -' Signature OWNER or AGENT CONTRACTOR The fore ing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of Q ruei r 20 2n by I� 1daay of r Ar 20 20 by M®n a who is personally known to-Fda0r' OIA who is personally known to me or who has produced ISM VQrs (J f f 0 SZ as me or who has produced Goss as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: TA (t Print: 041,11iI( O(fC5 Seal: Seal: ' TAYMIR TORRLS r: TAYMIR TORRES p.. MY COMMISSION # GG071562 " MY COMMISSION r: GG071562 «««««««««« «4 � •''««:F+:P�BE 1ia2Q$�« <««««««ws««««+«««««««*:.6XR1(iF.SE6G44�LY�Q�+ir7s�.:. .......« APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) AC<>RDr CERTIFICATE OF LIABILITY INSURANCE DATE(MI MDNYYY) �1- . 03/06/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsernent(s). PRODUCER JVS Insurance Agency 9600 SW $th St. Miami, FL 33174 CONAU NA:SANDRA PEREZ PHONE, o (305)552-52550 FAXNo ; {305}552-5292 SS: SANDRA@JVSINS.COM INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A : GRANADA INSURANCE COMPANY INSURED INSURER B E & J Tropical Awnings Outlet, inc INSURER C : 17839 SW 176TH STREET INSURER D : INSURER E • MIAMI, FLORIDA33187 786-277-610 INSURERF: UUvttcAUCti CERTIFICATE NUMBER: Rr-vlcrnly Iurll 9ts:Q. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 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 POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TR TYPE OF INSURANCE LSUOR WVD POLICY NUMBER MMMQ EFF MM POLICY YY LIM= GENERAL LIABMJTY EACH OCCURRENCE $ 1,000,000.00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RE TED PREMISES a occurrence $ 100,000.00 CLAWS a OCCUR -MADE MED EXP (Any one person) $ 5,000.00 A 0185FLOOD78944-1 02/10/20 02/10/21 PERSONAL &ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG S 2,000,000.00 POLICY PROT- LOC $ AUTOMOBILE UA13UM � MBINED ING LIMIT $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNEDU�D BODILY INJURY (Per accident) $ AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ UMBRELLA LIAR HCLAIMS-MAI?E OCCUR EACH OCCURRENCE $ AGGREGATE S EXCESS LIAB DED I RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY YIN MRY LIMITS E.L. EACH ACCIDENT S ANY PROPRIETOR/PARTMERIEXECUTIVE OFFICERIMEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If ye�s, describe under E.L. DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101. Additional Remarks Schedule. If more space is required) LICENSE # 09BS00182 a Cv=K 1 IF KoA I G MU VILLAGE OF MIaMI SHORES 10050 NE 2ND AVE MIAMI SHORES ACORD 25 (2010/05) CANCELLA SHOULD ANY OF THE ABOVE THE EXOIRATION DAVIT AUTHORIZED FL 33138 NS. =S BE CANCELLED BEFORE WILL BE DELIVERED IN 01988=2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: ACT-02-19-368 Permit Type: Awnings/Canopies/Tents Work Classification: New Permit Status: Approved Issue Date:04/29/2019 Expiration:10/28/2019 Parcel Number 559 NE 87TH ST, Miami Shores, FL 33138 1132060200970 Contacts 1 PAIOVI HOLDINGS INC Owner i 55987 Business: 3057333502 E & J TROPICAL AWNINGS OUTLET INC Contractor EDGAR DIAZ 17832 SW 176 ST, MIAMI, FL 33187 Business: 7863261655 Description: TO FABRICATE AND INSTALL ONE COMPLETE Valuation: $ 1,000.00 CANVAS AWNING ON STORE FRONT OF BUILDING SHOW ON SITE PLAN Total Sq Feet: 43.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $50.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $2.50 Total: $201.30 Ins action Requests: Payments Date Paid Amt Paid Total Fees $201.30 Credit Card 02/15/2019 $50.00 Credit Card 04/29/2019 $151.30 Amount Due: $0.00 Building Department Copy 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 accura f and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named jontractor to do the work stated. Authorized Signature: Owner I Applicant / Contractor / Ag t Date April 29, 2019 \ I Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION I7IBUILDING ❑ ELECTRIC ❑ ROOFING gECEI"VED 42AP920191 071A FBC 2019- Master Permit No.: ` ❑ REVISION Sub Permit ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: d 5- 1 NE -CJ I th S t ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: L 32O (a a ' O'6 Ci ti Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gl U V ( 11L1 01Ci I 1 r)C . Phone#: Address: GQ H 3 N t W o -ith st # A u City: 4A 1 Al2u 1\ State: EL Zip: 33 01 ti Tenant/Lessee Name: Phone#:�ajnh - -133 -;WL Email: CONTRACTOR: Company Name: T E 6VOQ,C"1 /1`Nn V) Phone#: *'�Oh-2nU-Ofocl4 Address: 17"lc 32 S W 1-1 Cwk-n 'St - City: M l ckryl -t State: F L zip: J 1 %-1 Qualifier Name: 1(6(- 32 C, I W5ti J yy� State Certification or Registration#: Uc1 Rc' 00 1 Oj2 Certificate of Competency #: /� DESIGNER: Architect/Engineer: (.QS ot, �- - CaSr l b Phone#: 3Li3- - 2h -21- 9 `i Li l Address:_jzBsjo 2>w tlrmh S� City: 1`1 otrnI State: FL zip: 3zob w Value of Work for this Permit: $ / 6c)17 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration I� New ❑ Repair/Replace ❑ Demolition Description of Work: "\)" \C\1nC Gdd Specify color of color thru tile: Submittal Fee $ Permit 'Fee $ Scanning Fee $ _ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary Double Fee $ Bond $ !!l!��,\ TOTAL FEE NOW DUE $ I (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City St Mortgage Lender's Name (if applicable) Mortgage Lenders 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 refnspection fee will be charged OWNER or AGENT The fore ng instrument was acknowledged before me this Q6Y day of A(r, ( .20 i% .by @P� D P.e re z who is personally known to m orwhahas produced 0r1VPr6 (icftS<- as identification and who did take an oath. NOTARY PUBLIC: Sign: LLY Print: klmiv' rGfy-cS Seal: 0 ,L rz TAYMIR TORRES - MY COMMISSION N GG071. o APPROVED BY Signature _ Q CONTRACTOR The foregoing instrument was acknowledged before me this Mh dayof A,�rI .20 11 by E pt D fo Z who is personally known to me or who has produced I (cen-t as identification and who did take an oath. NOTARY PUBLIC: Sign Print: I r Of res Seal: TAYMIR TORRES MY COMMISSION p GG071562 tstesa+�• •a@Xp(jtEyQ'FlbR1s�09b020++ +: swsa srs Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 211512019 Property Search Application - Miami -Dade County { OFFICE OF THE PROPERTY APPRAISER h Summary Report Property Information Folio: 11-3206-020-0970 Property Address: 555 NE 87 ST Miami Shores, FL 33138-3516 Owner PAJOVI HOLDINGS INC Mailing Address 6043 NW 167 ST All HIALEAH, FL 33015 USA PA Primary Zone 6200 COMMERCIAL- ARTERIAL Primary Land Use 2719 AUTOMOTIVE OR MARINE: AUTOMOTIVE OR MARINE Beds/Baths l Half 0/2/0 Floors 1 Living Units 0 Actual Area 6,650 Sq.Ft Living Area Sq.Ft Adjusted Area 6,650 Sq.Ft Lot Size 12,671 Sq.Ft Year Built 1952 Assessment Information Year 1 2018 2017 2016 Land Value $570,195 $570,195 $570,195 Building Value $115,644 $75,000 $74,110 XF Value $16,869 ............ $0 $0 Market Value $702,7081 $645,195 $644,305 Assessed Value S471,234�, $428,395 $389,450 Benefits Information Benefit Type 1 2018 2017 2016 Non -Homestead Assessment $231,474 $216,800 $254,855 Cap Reduction Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EL PORTAL SEC 4 PS 12-56 LOTS 17-18-19 BLK 23 LOT SIZE 97.470 X 130 OR 20761-3436 0902 2 (2) Generated On : 2/15/2019 Taxable Value Information 20181 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $471,234 $428,3951 $389,450 School Board Exemption Value $0 $0 $0 Taxable Value 1 $702,708 $645,1951 $644,305 City Exemption Value 1 $0 $0 $0 Taxable Value 1 $471,2341 $428,3951 $389,450 Regional Exemption Value $0 $0 $0 Taxable Value $471,234 $428,395 $389,450 Sales Information Previous OR Sale Price Book- Qualification Description Page 09/01/2002 $510,000 2343E Deeds that include more than one parcel 09/01/2001 $0 20030- Sales which are disqualified as a result of 4665 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and MiamFDade County assumes no liability, see full disclaimer and User Agreement at http:// w .miamidade.gov/infoldiscialmer.asp Version: 2/15/2019 Detail by Entity Name Divi siopi OF COFPORATIONS s ' YI!, jf I raj � '-� rg � � •' r r r� t r r �- - . ct fill °iI Department of State / Division of Corporations / Search R cor t� s / Detail By Document r / Detail by Entity Name Florida Profit Corporation PAJOVI HOLDINGS, INC. Filing Information Document Number P98000099692 FEI/EIN Number 65-0953829 Date Filed 11/30/1998 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 04/01 /2011 3341 NW 65 ST MIAMI, FL 33147 Changed: 04/15/2016 Mailing Address 3341 NW 65 ST MIAMI, FL 33147 Changed: 04/15/2016 Registered Agent Name & Address PEREZ, JAYME R 3341 NW 65 ST MIAMI, FL 33147 Name Changed: 03/30/2018 Address Changed: 04/15/2016 OfficerlDirector Detail Name & Address Title P PEREZ, JAYME R 3341 NW 65 ST MIAMI, FL 33147 I r:ai_ , rmn i http://search.sunbiz.orgtlnquiry/CorporationSeardVSearchResultDetaiI?inqui rytype=EntityName&directionType= Initial&searchNameOrder=PAJOVIHOLD ING... 1/2 2/1512019 t tue v ra • e PEREZ, JOAO R "--3341 NW 65 ST MIAMI, FL 33147 Annual Reports ReportYear Filed Date 2016 04/15/2016 2017 04/20/2017 2018 03/30/2018 Document Images Detail by Entity Name 0313012Q1 —ANNUAL REPORT View image in PDF format 04120/2017 — ANNUAL REPORT View image in PDF format 04115/2016 — ANNUAL REPORT View image in PDF forrnat 03/2512015 — ANNUAL REPORT i View image in PDF format 04/11/2014 — ANNUAL REPORT View image in PDF format 04116/2013 - ANNUAL REPORT View image in PDF format M1012012 — ANNUAL REPORT View image in PDF format 1 04101/2011 — REINSTATEMENT View image in PDF format 04/02/2009 — ANNUAL REPORT View image in PDF format 03/0612008 — ANNUAL REPORT View image in PDF format 01115/2007 — ANNUAL REPORT 3 View image in PDF format j 02/ IQ12006 - ANNUAL REPORT View image in PDF format 01/21/2005 — ANNUAL REPORT View image in PDF format 03116/2004 — ANNUAL REPORT View image in PDF format i 04/14/2003 — ANNUAL REPORT View image in PDF format W'2212002 — ANNUAL REPORT View image in PDF format .............. _ .__._...._._ _....... 07/16/2001 —ANNUAL REPORT View image in PDF for -Eat 04/16/1999 —ANNUAL REPORT View image in PDF format 1113011995 — QoMp&tiic Profit View image In PDF format Fl r.... 1 rf rnt :' S'.A+ e.. D:'; I -'A' ff;ret 1n5 httpYlsearch.sunbiz.orgtlnquiry/CorporationSearctVSearchResul tDetail?inquirytype=EnUtyName&directionType=lnitial &searchNameOrder=PAJOMHOLDI NG .. 212 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she wil I be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. �R Signature: Owner State of Florida County of Miami -Dade �( The foregoing was acknowledge before me this U day of 1 1 , 20Jq. who is personally known to me or has produced Hcation. ";?+?��,;•, MAHARAI K. GONZALEZ MY COMMISSION A GG 044602 EXPIRES: November 2,2020 e P�• Bonded Tlw Notary Public Underwnten f C &--• J Tropical Awnings 17832 SW 1 '76111 St. N1i,a.mi, F11, 331.87 (305) 204-06-14 http://tivw v.ejawnings.cotn 04/29/2019 Miami Shores Village State of: Florida County of: Miaiiii-Dade To Whom It May Concern, Bel -'ore tie this day personally appeared � �� i�who. being duly sworn. deposes and says: That he or she will be the only person wo ng on the project located at: _ IV t � t 1-1 -014 Signature Date Sworn to (car affirme(i) and subscribed before me this 2q il-day of --�%r jA 2O 19 —_ by Produced identil"ication Type of Identification produced Print, Stamp and Sign -•• �� .•�''s ETIR TOR S YC SION # GG071M 562 F 49,2Q2 —�— i Certificate of fflame RC945tance T REGISTERED Date Work Performed •n"�"n'• APPLICATION ISSUED BY CS��fy� •• CONCERN No. HERCULITE PRODUCTS, INC. PO BOX 435 EMIGSVILLE PA 7.737.8 NEir` 1... U6901 8/06; 08 —000—OQOU This is to certify that the materials described on the reverse side hereof have been flame- retardant treated (or are inherently nonflamoble). FOR TRI VANTAGE7LLC CITY ❑ (a) AT 2937 WEST 25th STREET CLEVELAND STATE OHIO Certification is hereby made that: (Check "a" or "b") 44113 The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Method of application (b) The articles described on the reverse side hereof are made from a flame -resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame -resistant fabric or material used REINFRCD VINYI_Reg. No. F-06901 The flame Retardant Process Used 1,1 .r LL 610T (will or will not) PETER COHEN Name of Production Superintendent Be Removed By Washing By STEPHANIE MUNMERT, 0 C MANAGER Title We hereby certify this to be -a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. TRI VANTAGE, LLC Control/lot # Caro;' Customer order # yo `'Q8273S Tri Vantage, LLC Invoice k AWNING'S BY CAROLINA 12361 SW 12SCT SUITE 205 MIAMI FL 33186 26.000 YD Ouantity ••W*NL;0M CR--07¢Q-62 Description Product Code•�'7��• � � �• V. 0000 000000 0 0 0000 ° ° ° 0 0 0 0 0 0 00 0 ° ° ° ° 00 000000 000000 00 0 000000 0 ° 0 000000 0 ° 00o0 0 0 000000 0 0 ° 0000 00000 0 0 0 0 000000 00000 000000 0 0 ° 00 00 000000 0 ° 000000 0 0 0 0 0 000000 0 0 0 0 000000 0 0 0 0 ° 0 0 0 000000 00 0 0 00 0 0 0 0 0 0000 IF d 0 'LOT 16 BLK 23 t.P 11 FND.I.P 1' 1D1 100.00(R&M) (NO 10) 1 1 90'02'43" 1 89`57*17" 4D.I.P.1• am U cn P+ 0 W O i I y 1 r! I 1 1 1 1 c 11.45 0 1 47.30' 0.50 I I VJ' piR 1 I ONE TORY d.OMMERCIAL Y BUILDING a c I N O o I �`Y J 1 d2.50' 1 { 3. W I A I M I 53.60 �^ Cone Ro4ed `�...t 1 0 1 c ' Cone. 1oofed 1 1 a � 1 1 1 I 1 Asphalt 1Paking 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 LOT 20 LOT 21 I LOT 22 I L:T :3 I 1 1 j Light Pole 1 �°02d3• 150.00' M ' k 1 I 100.00'(R&M) FND.NAIL BC APPROVEDFND.Ii 22' Aspha.I/2' MIAMI-DADECOUNRp DEPARTMENT lt BLDG. PERMIT R APAi ION WATER 26' AspiroR ��//, DATE'.✓ ct NE 87 STREET • 1 0 0: o 0 o Q oa0000 - • p o 'i 00*000 p ooagoo 0 ;: p ,aoeoo�s i �1 O pf�0000 t QO ;OOj O•e000 00000E 0 0 90000 0 O ' 000.a o !0000 0� �0a00 0 0 004�; O O eQ0e0a '. 000soo e • a 00000a 00000i oaeoom O :. 'q �':� •000 00oeoo e: 1 6000 rE NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000UU APPLICATION FOR MUNICIPAL PERMIT APPLICANTS 2Q 19M9:1_211 THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES n _.— I ,, In r' n PROVIDE MUNICIPAL PROCESS NUMBER HERE 2 Job Address 5 �� 1 ti l S'�- M Contractor No. a z W Folio Z 00 Last four (4) digits of Qualifier No. 02 H > a Lot Block a Q M Contractor Name o a Subdivision PBpg Qualifier Name o 2 0 vz — Address — Metes and bounds City State Zip [ J New Construction on [ ] Demolish Com r <« l Current use of property U) Vacant Land [ ] Shell Only z oLU [ ] Alteration Interior [ ] Addition Attached W W [ ] Alteration Exterior [ J Addition Detached Description of Work UAS 6wninvq 0-8 [ ] Relocation of Structure [ ] Re -Roof Sq. Ft. I bid Units � Floors i a [ ] Enclosure [ ] Foundation Only, � [ ]Repair [ ]Tent [ ] Repair Due to Fire Value of Work 0 • �' [ ] MBLD" [ ] Chg. Contractor Owner RT 20V A ` W Category a [ ] Re -Issue W z Address [ ] MELE [ ] MPLU c~n [ ] Re -Stamp City State Zip [ ] MLPG W [ J Revision w Phone w a [ MMEC j [ ] Not Applicable for o Last four (4) digits of [� FIRE Fire Owner's Social Security No. 2 N z Name Owner z a Address O b 32 S W ['1 % ST w w Address oa W Y City a m i State Zip 3.3 (e^T !=z v z City State Zip IL s Phone 7 b c — I b` �J3 ?5 Cv Q W Phone z 1 am requesting a Special Request Plan Review (SR!) to be scheduled as soon as possible. There is a minimum charge of a 5 one -hour. Please contact the Fire Department for current rate. c�aN W 181 Request: Date: N W m w � 2nd Request: Date: rL a� 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123_01-192 5/17 lQ_ BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE �ESAR '°, ,• �LIC� �� 58 NE 87 ST - MIAMI SHORES, FL. 33138 M 10,-TOAAPD! E & J TROPICAL AWNINGS APR 16 2019 DESIGNER: Cesar Castillo PE STATE OF FLORIDA REG. # 68447 CODES AND SPECIFICATIONS: A.I.S.0 14TH EDITION FLORIDA BUILDING CODE 2017 A.S.C.E 7-10 Florida P.E #: 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 tQJ CT: STEEL STRUCTURE :: •. 0 �q•'•GEN SF • : cr Lu IF DODO O 000000 O 0000 O 0 0 0 0 0 p 00 O 00 0 0 0 p 0 0 000000- 000000 p0 0 0 - - - - p00000 - - O 0 000000' 0 0 p000 0 0 0 900000 O 0 0000 - 00000 p 0.' 00000 - 0 00000 000 0 0 0 0 0 p 00 00 000906 0 O 0� 0 000000 0 O 0 O 0 0 O p 000000 000000 0 p 000000 p0 0 0 Do0000 - r.. , r 37 0444 I. &4 P.E Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 DESIGN CRITERIA & APPLICABLE CODES - AWNING 4X-0" X 5'-0" - F.B.0 2017 -A.IS.0 14TH EDITION -A.S.C.E 7.10 •••'•: ,••••• WIND LOAD CALCULATIONS -Z<60ft •••••• WIND CODE= ASCE 7-10 •••�•• , „• WINDSPEED= 105 MPH -FBC 2017 - 3105.4.2.1 •••••• •••• MEAN ROOF HEIGHT: Z= 9.00 It < 60 h.., EXPOSURE CATEGORY= D -FBC 2017 - 3105.4.2.1 ..,, •�•": EFFECTIVE AREA= 43.00 It 2.50 It 1��3... •• ,..,, Kzt= 1 - Section 26.8-2 ASCE 7-10 • • • • • • , , , Kd= 0.85 - Table 26.6-1 ASCE 7-10 • • • , , Kz= 1.03 -Table 30.3-1 ASCE 7.10 • • , • • •' qh= 0.00256' Kz ` Kzt Kd ` V2 - Section 30.3-1 • • psf • , �..... ..•, , :24.71 And: GCP(1)= -1.60 - Fig. 30.4-2A - Using 108 SOF • • • • • • , Gcpi(1)= 0.55 .... P design = gh'(GCp-Gcpi) -53.1 psf -CRITICAL CHECKING LOADS COMBINATIONS. - ASCE 7-10 Live Load -L= 5 psf - DESIGN LOADS PER ASCE 7-10 Dead Load -D= 5 psf - DESIGN LOADS PER ASCE 7.10 Wind Load -W= -53.1 psf - DESIGNLOADS PERASCE 7-10 1.- D 2- D+L 3: D+0.75L 4.- D+0.6W 5: D+0.75L+0.6W 6: O.6D+0.6W LOADS ON BORDER TRUSS Live Load - L= 5.0 psf 2.50 It 12.50 IbIft Dead Load - D= 5.0 psf 2.50 It 12.50 IbIft Wind Load - W= -53.13 psf 2.50 ft -132.82 Ib/ft SEE SAP2000 REPORT ATTACHED `'GpST/4 1 S jam= u a FFSSIONP,.�``• �11nnr1w JAM 26 2619 p O ° p O . 00 0 O 00 0pe000 0 0 0 O 0 0 006000 0oeeoo 000000 o ° 0 o ° o o ° 000000 ° O ° 000000 00 °O 0�00 ° p0000 0 0 0 000 ° 0 p0000o 00000 0 oao 0000000 ° o o ° o 0000 ° °00000 0 ° 000000 000000 0 0 0o 0 000000 0 0 0 O p00 0 0 0 0 0 0 ° 0000 000000 p 0 ° o 0000 r f Ce4. I. C"V& P.E Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442 VERIFY CRITICAL AWNING CONNECTION - SHEAR & TENSION Tension= 1856.83 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED Shear- 818.50 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED = (2) 1/2" Wedge -Bolt Anchor ( Min. embed. 4") per plate on existing 4000PSI cone. wall -See Attached NOA :.. Try using 6 in 100 - FULL:)ESJP% .. Spacing Between Bolts= 6 = FULL DftIGN Edge Distance= > 6 in 100%- •.•..• ••� TENSION ••••�• Ru= 2525 x 2 z 100% • • � 5060 Ibs 1 1857 Ibs gR. ••� SHEAR Ru= 2220 x 2 x 100% ••• •• ••• •':••• 4440 Ibs > 819 Ibs Dl • ' • • :: CHECKING BIAXIAL STRESSES • < • 1 O.C. 1857 + 819 - 0.55 • 5050 4440 Then use : (2) 1/2" Wedge -Bolt Anchor ( Min. embed. 4") per plate on existing 4000PSI cone. wall - See Attached NOA VERIFY CRITICAL AWNING CONNECTION - SHEAR & TENSION Tension= 25.55 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED Shear- 277.99 Ibs Per Each Plate SEE SAP2000 REPORT ATTACHED Try using = (1) 12" Wedge -Bolt Anchor ( Min. embed. 4") per plate on existing 4000PSI cone. wall - See Attached NOA Spacing Between Bolts= > 6 in 100° - FULL DESIGN Edge Distance = > 6 in 100% - FULL DESIGN TENSION Ru= 2525 2525 x Ibs 1 > x 100% 26 Ibs O.K. SHEAR Ru= 2220 2220 x Ibs 1 > z 100% 278 Ibs O.K. CHECKING BIAXIAL STRESSES 26 + 278 = 0.14 < 2525 2220 Then Use : (1) 1/2" Wedge -Bolt Anchor ( Min. embed. 4") per plate on existing 4000PSI cone. wall - See Attached NOA SAP 2000 ATTACHEMENTS: 30 VIEWS OF THE MODEL ELEVATION VIEWS OF THE COMPONENTS - DESIGN SECTIONS 3D VIEWS OF THE MODEL - LOADS APPLIED 30 VIEW OF THE MODEL- DEFORMED SHAPE BY CRITICAL SERVICE COMBINATION P.M RATIO COLORS AND VALUES -DESIGN OF ELEMENTS 3D VIEW -JOINTS SUPPORT REACTIONS BY CRITICAL COMBINATION [71 `\\\\11111111 Gp,ST/t4 ` ��. •�SE., (� LU =V •� O : U JAN 20 2019 ��°�rrla n nls�eee 006000 00000 Q00. p 0 0 00 0 00, 0 ° ° 0 000800 O 00 O 0 000000 000000 - O ° ° 0000 0000000 0 0 ° O- ° 000000 0000 0 00000 000000 - ° ° 000 ° 00000 0 ° °, o ° ° o0 oo po 000000 p0000o 0 0 0 0 ° 0004000 000000 o p o ° o ° ° ° O° 000000 00 p o ° 0 O ° ° 0000 J � r STRUCTURAL ANALYSIS REPORT 17 T SAP2000 Analysis Report Prepared by JHB Model Name: STEEL AWNING.SDB ,,%% C,P•ST/(�o° `QQ,. GIN g E' •'• �-. co •: NZbaQa1 . �, o. w 2d 25 JAN, 2019 4��, JAN 28 2019 oeoo 0 0 0 0 .. - 000000 0000 0 p o o p 00 0 00 0 0 p o 0 00 0 000000 000000 epe000 o ° 0 0000 000000 0 0 0 0 p O ooe000 poeo 0 00000 oe9e00 - 0 0 000 0 O 0 00000 0 0 O 00 00 p 00 000000 000000 O 0 0 0 0 O O 0 0 0 0 000000 000000 0 p 0 0 0 0 O 0 000000 00 0 0 00 p 0 0 p O 0000 }O Vww 1 STRUCTURAL ANALYSIS REPORT 3D EXTRUDE VIEW OF THE MODEL xo. Y.2091 2d571 -, GLOBAL YZmmex.o 2D LATERAL VIEW OF THE MODEL - DESIGN SECTIONS A _X 000000 0 O 0 000e00 O O 000000 O 00000 ..:0 o0 0 000000 6 O O 000000 O 0 0 0 0 0 0 0 0 0 STRUCTURAL ANALYSIS REPORT Ix 0000 0000 0 0 00 00 00 0 ®? = T = 000000 0 a 0 00 PIPE15/4SCH40 0 ui to 0 1 U) U) ICT 0030 0 0 0 PIPEl-"TTL4SCH40 0 T- boso 00000, Lu w G a 0 0 0 w 0 0- CL CL 00 0 (L 0,00 0 0 X, 1 FL CL a- 00 FL 00 00000's 0 0 0 ° IEEE 0 0 ***Sao i 0 ...... 0 0 00 0 00 0 0000 wv-cw 2D LATERAL VIEW OF THE MODEL DOUBLE BAR JOIST — DESIGN SECTIONS co k � .,;.:z. Lu CL ' %sc � a � a (D (L X - E-1 (L ul aD N Lu— I R LLI R 0 ell A 1% ch X. 0 om EO A. U) x 0 IOL03AL 3D VIEW OF THE MODEL— DESIGN SECTIONS 000000 0 0 0 a 0 0 0 060066 a 0 00000 .: .00 006000 0 O 0 0 a a 0 0 000000 9 0 OOaO 0 poOo O 000veo O 00 po 0 p 00 0 p 0 0000 0 e00 0 ae0 ooeovo poeeao 0 0 000000 O O 0000 O ° 0 ° 000000 0,000 O 00000 Oo*oob O O O 00000 00°O 0 00000 00 000000 O o 0 peseoo ° p O 0 0 O 0 p o 000000 00e000 O O O O 0 p O 0 0 00 000000 00 O p 0 0 O O 0000 STRUCTURAL ANALYSIS REPORT 000000 0 a 0 0 0 0 040006 0 0 00000 ..:o .O 000000 0 000000 0 a 006006 40 0 . 30 Vww 3D VIEW OF THE MODEL— DESIGN SECTIONS X-1 "'org Eli 26 t +jr.WBAL.: �yjtLILF 30vow 3D VIEW - DEAD LOADS APPLIED (Lb/ft) 0e00 O O 0. 000000 0000 0°0 0 0 0 oe ° 0-° ° 0 ° ° 000000 0. 00 0 0 000000 osseeo ° 0 ° eee800 0 oeeo 0 oe•°° a o 0 oo0ee0 0 o00a 000eee 0 ° oeo ° 0 00000 0 0 0 000 oe o °O 000000 000eeo ° 0 0 0 0 a ° o 0 o 0 000000 000000 0 0 a o o ° o ° 000000 00 0 o ° 0 0 0 0060 } 3-DV*w STRUCTURAL ANALYSIS REPORT 3D VIEW - LIVE LOADS APPLIED (Lb/ft) 3D VIEW - WIND LOADS APPLIED (Lb/ft) O O O O o a O O O O O O O 00 O 00 O 00000 0 O O o D® O O O O O O O OOOO O O O O O O O O O O 00O O O D O O O O O O O O O O O O D 00 00 O D O O O O O O O O O O O 0 0 0 0 0 0 O O O 00 O O 00 O O O O O O O 0000 000000 o ° 0000 0 0 0 0 0 ° 0 00 0 00 0 ° ° ° 0 00 ° 000000 000000 0 0 000000 0 0 000000 ° 0 0000 _ 0 0 000000 0 0 **Goo ° 0090 ° ° 00000 ooe o 9eee00 ° 0 0 0 0 ob 00 pe 000000 0 ° ° 000000 o 0 0 0 o 000000 ° ° 0 0 000000 0 0 0 0 ° 0 0 0 000000 00 ° 0 00 0 ° 0 0 0 0000 3D`- STRUCTURAL ANALYSIS REPORT DEFORMED SHAPES - MAXIMUM DISPLACEMENT BY CRITICAL SERVICE COMBINATION Gwm P-M RATIO COLORS AND VALUES-3D VIEW OF THE MODEL (ALL MEMBERS PASS) 0000 000000 O 0000 0 O 0 0 0 0 0 00 0 0o O 0 0 0 0 00000 0 000000 00 0 . 0 0 000000 0 0 000000 0 0 ooeo 0 0 000000 0 0 00000 0 ooeo 0 0 00000 000 0 0eeees 0 000000 0 00 0 0 0 00®000 o 0 o s 0 000000 0 0 0 e 000000 e e 0 0 0 0 0 0 000000 00 0 0 00 0 0 0 0 0 0000 STRUCTURAL ANALYSIS REPORT 000000 O 0 O 0 0 0 0 0 0 O O 0 0 0 0 0 0 O p 0 0 0 0 0 O p 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O p 0 0 0 0 0 0 O p Rid* ad an aff Joitl (of m3cticn v&- 3D VIEW — JOINT SUPPORTS REACTIONS BY CRITICAL COMBINATION (0.6D+0.6W)WALL PLATE TENSION=1856.83 lb SHEAR = 818.5 lb RiQH Clock cn arw Jcinl [a ieactbnval w 3D VIEW —JOINT SUPPORTS REACTIONS BY CRITICAL COMBINATION (0.6D+0.6W) WALL PLATE TENSION = 25.55 lb SHEAR = 277.99 lb 1 . 00e9 00e9 000000 0 0000 0 0 0 ° o 0 ° o 00 0 00 ° ° 0 o 0 00 0 oeee09 00000o p 0 000000 O 0 000000 0 0 0000 O 0 060060 p O 00000 ° peoo ° ° 00000 oeo 0 000000 p p 0 O 0 00 00 00 000000 0 0 0 000900 O 0 p 0 0 000000 0 0 p 0 000000 O 0 0 O 0 ,p 0 O 000090 00 0 p 00, O 0 O O O 0000 AW1410 ;y:...Jv lacrs Of O— �- L0 t J 100 4��7E Q/ / 1� • h - •/J asrsldsaay • 1>40 7ull•l�trl ax...arsyu lanaclw •paydillnw puo AlaloJodas pololnDloD all 004s aDuolslp 26pa Jo 6u!3odc Duo UDyl DJouJ JOl cJolaol uo.nonpaJ aidllinrr •saauolslp LLJnWdu!W pun IoDltua Put uaa.11aq saauols!p 26p2 Jo 6ulDods JoJ posn aq low uasiolodJalu! ioau!•t pols1i aDuols!p utnLu!uluJ ottl to patlolsu! aJo sJo4suo uay. Jolaal uo!lanpaJ 041 94 P30111MIJ aJo salgal 241 ul sanlo.. pool -E • 'AlalapdoJJdo palsnlpp Nio $anla. pool tnyr yas aq uoD /oyDuo ayl yD14.. to caauolslp WnL"u!W a41 a.00 sanlp.. palsll DLU -Z •p. to anlo.. jr.*& of asn-sjuaulpaq.ua Jp 0 sails iuOJDli DJD uoyDuo luDDofpo U=4µ •JalauJolO J04Duv slonba P. i / •l •pll algoj u! wlsy sanlow pool Dyl ulalga pl P>3lRls2J saDuols4p wnwtulu, ayl aJo sanlow palsll a4t -! SI'D PC f Pal Uv31fs - 33"VJS10 3303 13CO PC pe 1401SH31 - 731+v1S10 3903 540 PY . P21 av3HS - S110t0rw N33niM !0113vdS ,I GVO i Pt / p21 np12N71 - 511OH3W N33nJ30 !MOWS c21013V! N0113n0311 =(oDuolslO wnwlutr'1) "3vdv7 NOW3100 I13WW321 LO.J 37Nv1SM 1 (02vo1510 13241u7) ALJ31Idh w.3NV lln3 tl0! 33Nv1S1a / aaue3sj(3 a p3 pue u!ae S algeAAOIM - 1J0F{]NV 110Q-3903AA Z 'ON 310dt OHOMd .1.100-300 AA 'Z 'ON elgol 41!K aauopJODao uI aq !toys ■Duolc!p *Spa puo bumoft ...Z M1201 .Halos 1:1 a Xq pop!n!p pool alowilln uo cocoa aJa spool olaor.olly -1 DL9'9 061'9 OL9.9 SSC'S 049'9 SLY'► 012'9 081► GL-Cc SOO'C 9 061'9 ass*', OSI'9 SOC•► ell'9 SSCC DOW'S 562'C 069'1 CEO-2 S SOUS SOS-E BETS OLZE nCC'S SCO'C 116S'r owe 000 6 t,/e S69'1, S4I'2 S92'6 006'1 Scale 029'1 021"C OSC'l _OC9'C SOO'E 000.1 E I , 01111'1, S121S SWI, _ Sea' r 012'Y SSS•Y 01001, OVVC o5L'C SZC'E S 006'e 08S'C SC0'C SOC'C 069'C 061'C 02a•C S2912 SYI'E 090'2 6 BSG'C Oil 2'2 Savo: S►0'2 SSB'E S►B•t 069'2 G6ol _ s2c'2 011.1 C B/S OSE'C S2L'1 OCO'C C.CV1 SOC2 00111 SS2'2 02011 008.1 MW 2/1-2 / DD✓2 SSI'C SCE'? SSI'C 042'Z SSI•C 02212 SZS'2 S9C2 O68't 1 001'2 SL61a SCE-2 oS5'2 OL2'2 021'2 022'2 020'1 S91'2 SICI - 211-C OL2'2 StC'2 GGI.2 OSI.2 C6012 OS6'1 51,61 511'1 o6L•1 ' 001,11 C Z/ i 0L2'2• 0291 SLO'2 o96'1 SL8'I OOC'1 SWI S91.1 049'1 520.1 2/1-2 / 90V2 561'l 51,6'1 060'1 SOCI 506 OLS•1 OSB OC►'1 SU 2 010 Dll'E 09911 s2a'2 0651 SCS'2 SCSI SO212 Str'1 SLB'l 2/I-C 061L'1 54V2 S65'1 S02'2 a8►'I SC6'1 SSY'I S69'1 521,11 DS►'I C OICI SES'l B►S'I SOS'I DWI OCCI OLC'I 08101 DLCI C201I 2/1-2 13/I: a1C1 OCE'l 06VI 0111'1 OL2•t 086 0611 990 0II'1 ast 2 MCI 09L n1r1'I 569 OLI'l Bell 010'1 SSS S10 511, 2/1-1 DCL SIC'I 01.9 0— ►�w DSS 59� ti ass Owl OSS I100 - 2/1-2 DEL 51.21 or9 511.1 OSS S86 OSS SGL ' a55 • 009 2 ' / t S29 029 069 Bar. OSS Ses ass OS► o5c 09C 2/1-1 D09 SIY 09S SLC 02C SEC Obc 092 09? - 061 1 (spuntN) (spunatl) (spunod) JoayS (spunoJ) uo!suaj (spunod) Joa45 (spunoJ) volsual C. nod) Joayg (�punad)(spunoJ)(cpurlod)volsuaj JoayS uotcual 41da0 1u2uJP2quJ3 / as!S J043UV a1aJDuo3 Isd 0009 alaJauo3 tsd OOOS alaJDuo3 !sd 0001 ola+Duo3 !sd OOOC 212muo3• !sd B00Z •speol algenn011V-1)OFI:)NV L-I0G-3!D03fA F L -all 3-IEFV � 'SLN3wn700 lvnOlJddv 31iL OtOn II1M SLN3wn7OO lvAOaddV 3S3H1 OA SNOIt100V a0 SN011V71slOOw ANv '9 3003 3n11Va1 SIw.WOv v01UO19 7FLL JO ELSt9lO a31dvHJ tt1rM A1dwOO 71vHS SJJY3/7r17OO 1vA0lJdJv 9Sfia1 J0 3Srl S / 'NO#IvDllddv 71J173dS,311S UOJ NOI1vvvu03Ni Bonl]Nt toN 00 ONy 3tu3t43o gw S1Nar4n000 WAOUddV 3S3HJ r '17rICMd StHl JO N91S30 3►U NI O3Sn N338 SVII SS3aLS 31avMOIIV NI 3SV3a3Nt ON 'C i 918VL NI 0310N aw s3nNA av3H5 Orw NOosN3131eVM011y 1419N31 0Nv ts3L3sw10 3141.11.09 MOM O3drw1S SO aOHONv 3H1 30 0V3H BHJ 'N011VllV1SN1 U3"V NOUVOIJIMM301 JO 35V3 aOd 'E"04BJ.YgLL ASV3 9MOIW M01i7NV 3H1 d0 JL009 3Ht NI 03waOd Ov3tJH1 J3113tJ 03N91S30 A11V173dS V '9N17NVAOV ONV Aa1N315Vd aOd 319Nv7(Il3H H90•f v HltM 03wtl1J! SI Ov3uH1 Oval lvn0 am '3lOH 3►I1 dq 11VM 3H1 Lelnu30Nn SOV3umm. Oval lvno Onoowwd 391t3A3a 3►u. '8'IOH 3H1 OLNI 03N3tH'JIL SI uOHamv 3H1 SV 'H3N313M 13vd"I a0 H7N3uM 13►r3OS v 9NiSn LI N31H911 ONV -3lOH 3H1 O. N1 3tlnlMd 3HL H9nowH1 uOH7NV 3H1 JO cm 03H3dwvH0 3HL SS3111d 'UGH7NV 31,41 llV1SN1 OL '.LSG-9003M 93NVH3101036-71vw 1v103dS V ONISn Oa ---two Be Lsniv 3loN MOHONv 1108-SES03M 3H1 '37V1d370v d4 301LON 0=8 A1Nt107 30vO-IMM SII•11 0Nv SN0I17nLIJ.SNI NOI1V1'1v1S"I 03HSIlend IRZIU 7VdnNvw aHl HtIM a3watioz ov NI 30vw Be -nvHS Nowenv1SN1 aOH7Nv -Z '1N3w3lddns SoOL HLtm ►oaz 3E107 9Ntolins vatuOld 3H1 d0 t2HA►d 31.102 3NV7tatlnH A11,013A HMM 3H1 ttOJ 1401SIA90IOULN0313nC1021d A1044103 30VO-INViw As (VON130Nv1d3=w do 371.10N v dO 90NvnSS1 31-U a0d 139 NOISIAOad 31011 MAIM aBZAIVNV HOHOW 1100-9903M a3MOd V 1435BW31U SSH3fv:1]001yAONddV 393H2 't 1. :S31014 "I"BN3J e 00 G o o O O o e O S p ^ •CC9 0 nIsv H11M 37NVOil077ti' M HSL%Iw alvYu0uH7 wAN3rv31ddnS v HlIM 0/4e1 lg3tliYOISOLDo3OaO*031V1d•:7NrZ si tdoHONv 3H1 d0 NOMWEIA -031S NOGkJV'-1 3H1 '-Oil O8ti3dwVH0 v O1dv00vatai� 3 11 V OIi3F15vI� 1v093aN1 NV H11M 03waOd OV3H X3H O$NSiNId V HLiM 13315 03N30u 1A 1 MV110kJHl wOIUAP3•'/LO LI age:; !d'OJr4cpv s tfamomV OlOtt-3a03M 3H1 'St1713rYVi0.V1C ONv .0$S -V% '.Ott %11L NO OvaYl ►JDHSVM KdH OOH81ta1,6v HJt a VAt901 A 734awAblvlad S11v1y1 tIQHaNv H7HvrmOyiidd NOSH'31tLVStl3A V SI A] -1 WOW= 31vvilwol lv 3NOLS NI Bsn bb O3r1AS43O uCalaNvQ336S Np$av, Hl'JN3u1S MJtH wskoAwny SI aOH3Nv 1:09.3V03iw BHA :Noudt?13S30 1 onaom ci 0 x Y 0 000 ° 000 ° ° ° 000 so 0 + o 0 0 0 0 ° e D°o • 0 0 0 0 00 •0 ° ° e o 0 0 eo ° o• s •00 0 e 0 • 0 e O 0 O O o 0• O ° 0 0 0 0 e • O a ° 0 O O O a 0 0 0 0 • 0 0 0 0 0 O o O O O a 0 O 0 0.0 0 0 0 0 0 o s 0 0 000 0 O 000eoe O o oe6A 0 o o e 0 0 os a oe o 0 0 0 0 0 • os+se►oo 000000 00 0 a eod006 o 0 .' - 000000 0 e 6eeo . 0 0 008660 0 ° oeab 00060 0 - ° ° 000e! oo• o se0eee O ° O O oo O 0a o0 000600 O 0 6oe0eo o 0 0 ° 0 ooe000 O O 0 0 000000 e a 0 0 ° .a o a 000000 00 0 0 '00 0 0 0 0 0 0000 a • a CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING Enclosed, Partially Enclosed Buildings .0 1.8 1.6 1.4 1.2 1.0 0.8 46 4.4 0.2 0 0.2 ,14 -1.8 a0.2 .0.3 ® 10 20 50 100 200 5001000 (0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (485)(929) Effective Wind Area, ft2 (rr' ) h560 Gable Roofs 0 <_ 7° Ti 11 -:- C- 10 :100••. ' 0 -3 2 6 -3 Overhan • z e i� -2.6 -2.4 O -22 v d .2.0 -1.8 t r -13 y -1.6 N 1.6 R -1.2 N '0.8 -0.8 j4 -0.fi w 1 10 20 50 100 200 Sao1000 (0.1) (02) (1.9) (4.61 (9.3) (18.6) (465)(92.9) Effective Wind Area, it (n? ) Notes: 1. Vertical scale denotes GCP to be used with qA. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 6 <_ 7', the negative values of GCP in Zone 3 shall be equal to those for Zone 2 and positive values of GC, in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1. 6. Values of GCD for roof overhangs include pressure contributions from bath upper and lower surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Eave height shall be used for 0 S 106. 0: Angle of plane of roof from horizontal, in degrees. 336 OOee- O O ° DD p O OOG000 *&GOOD 090000 0 0 0 D 0 0 0 0 0 0 oDoose 0 90 0 OOGo00 Ge Do O O O O O 000090 0 000 00000 0" 0 0 OOJOe D*00 0 000000 0 0 DOo* 0 D ° 000000 ooa0e0 D D O 0 0 00 009009 00*990 O 0 0 0 90 p 00 D 0 0 0 0 0 0000 0*9090 0 0 0 0 Do*O