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SENC-10-1967Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153100 Permit Number: SENC -11 -10 -1967 Scheduled Inspection Date: February 23, 2011 Inspector: Bruhn, Norman Owner: CASEY, LIONEL & CHARATSRI Job Address: 10610 NE 11 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: SHELL ADDITIONS CORP Building Department Comments February 22, 2011 For Inspections please call: (305)762 -4949 Permit Type: Screen Enclosures Inspection Type: Final Work Classification: New Phone Number Parcel Number 1122320280620 Phone: (305)989 -8717 ALUMINUM FRAMING FOR SCREEN TO ENCLOSE EXISTING CARPORTS AT REAR COVERED PORCH. NOA ATTACHED ALONG WITH COPY OF SURVEY AND PROPOSED DRAWING OF AREAS AFFECTED. Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 8 of 29 u i s ) ao CA orke.,G BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 4 /'I / � OWNER: Name (Fee Simple Titleholder` ,/ /one/ 66ez/ P hone #: ��":j /D•O?o��g Address: /04) N /O G //"Avenue City: tliotni k5Aores State: / Zip: 33/ 36 Tenant/Lessee Name: ,v /A Email: IV A JOB ADDRESS: /O( /wPdrue Miami Shores Village 3a3n9g Building Department NOV 0 8 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a Ya INSPECTION'S PHONE NUMBER: (305) 762.4949 Master Permit No. Phone #: /I /4 Permit No. E- C, )r) - 1°61 City: Miami Shores County: Miami Dade Zip: 33/319 Folio/Parcel#: ./...of 9 8IQck ¥ " HiamE 51 ss 644%46 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: S1 e .t P S a I-1--t) Address: ' '.7 3 ( 3 L3 « `) City: t i' i L State: A Zip: t Qualifier Name: (r--( V '- (41 Phone #: State Certification or Registration #: Certificate of Competency #: O ©O 1 425 Contact Phone #: ",os —";'( , p, � 17 (� Email Address: eb s e- G l4 '� ®1" 4 ®L .. �cz DESIGNER: Architect/Engineer: A/ A (LA I et r j ..-- .: e Nl Phone #: 97 QS .54'22-.S14 I Value of Work for this Permit: $ .3000. 0° Square/Linear Footage of Work: 6 O LP W 8.5 r titiii Type of Work: ❑Address ❑Alteration L'l<w ❑Repair/Replace ❑Demolition Description of Work: A/1.0.1/4/Of 412011 i kw. s hd awe/0s, eIUs# 1 Car 0 ,,,, and rear- eveerel ,Doh. 40X alttate.ti elfont7 al, t!f Curacy o oe $ur eq erle ',Vase' det214017 07 areas aid( COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: (Dt!ozpi. C- .�/., 7 * *** ** **** * * *** * * ******* *** ***** *e * *** Fees' �* **** ***** *es * *** **MMeR** * * ** *** *sir * * **** *• / Submittal Fee $ Permit Fee $ 1/431) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 12-4 315 Bonding Company's Name (if applicable) IVA 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 compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a °building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: Print: My Commission Expires: APPROVED BY `a0fr Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature *** *****4**** ****** *** *******+M,k************ *****N ***B ** *************** **W* -: Contractor The forego g instrument was a owl� cir e d be / e me this The foregoing instrument was acknowledged before me this day of 2 / _ P O 20 by oil c , day of l , 20 It t , by 4t JILL F.'v 7C rsonally known o me or who has produced 1 ( _'who is personally known to me or who has produced rt. /17 entification and who did take an oath. as identification and who did take an oath. 7 • > "` • ��"' NOTARY PUBLIC: - C � � ' , o y t A y � Sign: Print: My Commission Expires: Zoning Clerk T , -� - n . — * * * ** * * * 1 . ,,*11*I�a, * ** NOTICE OF COMMENCEMENT I111111111111111111111111111111111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Signature(s) .f • s) or Prepared By i Print Name Title/Office I I K►_ 2. Description of improvement: G.(1„ fG >✓ '' rL1 t 3. Owner(s) name and address: .1...e% E.. C- CQ S Interest in property: OC-D 6 me and address of fee simple titleholder. ontractor's = ddress and pho , e number. .,�J ; c 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the L(enor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the explratlon date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. )' Authorized Officer/Director/Partner/Manager Prepared By Print Name Cls.'`4 C_. Title/Office ' 1 1 - 0 — STATE OF FLORIDA COUNTY OF MIAMI -DADE The f regoing Instrument was acknowledged before me this day of By L1C3rr.)C..L.. litiodlvidually, or ❑ as for ❑ Personally known, or isproduced the following type of identification: Signature of Notary Public: Print Name: r .h o , ' s Q :•: 3612 U12 • __ NOTARY PUBII. • •. Commission l) Signature(s) Owner(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager who signed abo�/s d' DD165901. _•• v BY y,F OF F� -` . /, 'riumtt +t (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. CFN 201180060314 OR Bk 27567 Ps 3293; Ups) RECORDED 01/27/2011 14:33:04 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE (-t-0 A o--%-‘, i . (eifa 3 3 11 J Jam ALEX SINK 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: 04/07/2010 EXPIRATION DATE: 04/06/2012 PERSON: FEIN: BUSINESS NAME AND ADDRESS: SHELL ADDITIONS CORPORATIONS 3830 SW 139TH AVE MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: 1- ENCLOSURES 3- SCREENING FONSECA ARIEL 540958669 IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), 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. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to he 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 on the notice or certificate no longer meets 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 on 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 DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 2- RETAIL EFFECTIVE 04/07/2010 EXPIRATION DATE: 04/05/2012 PERSON: ARIEL FONSECA FEIN: 540958669 BUSINESS NAME AND ADDRESS: SHELL ADDITIONS CORPORATIONS 3830 SW 139TH AVE MIAMI, FL 33175 04 -07 -2010 IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on R the notice of election to be exempt E Pursuant to Chapter 440.05(13), 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 on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The INSURED COVERAGES A ROYAL CARIBBEAN INS. AGENCY It, CORP 1772 WEST FLAGLER STREET MIAMI, FL 33135 OTHER 01- 27 —'11 13:22 FROM —ROYAL CARIBBEAN INS. 3056421087 GEN'LAGGREGATE LIMIT APPLIES PER POLICY n VP LOC AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIREDAUTOS NOMOWNEDAUTOS GARAGE LIABILITY 9 ANY AUTO EXCESS/UMBRELLA LIABILITY OCCUR E PAIRS MADE SHELL ADDITIONS CORP 3830 SW 139 AVENUE MIAMI FL 33174 DEDUCTIBLE RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY FROPRIETOR/PARTNER/EXECuTIVE O IEHBE x FFICERN CC R EXCLUDED? SPECIA PROVISI O ONSbMOw CERTIFICATE HOLDER ACORD 25 (2001/08) FAX# 305 -756 -8972 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FL 3313E -2382 305 -642 -4541 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS SHEET METAL WORK OUTSIDE. THIS CERTIFICATE IS ISSUED AS A ONLY AND CONFERS NO RIGHTS HOLDER. THIS CERTIFICATE DOES ALTER THE COVERAGE AFFORDED INSURERS AFFORDING COVERAGE INSURER A: COLONY INSURANCE CO. INSURER 8: INSURER C; INSURER D: INSURER E: CANCELLATION 8001LY INJURY (Pbrgwacn) 80DILY INJURY Ter accident) AGGREGATE T -765 P001/001 F -521 ACORD, CERTIFICATE OF LIABILITY INSURANCE DATE " / 1 ' PRoaucER THE POuCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVB FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ R M13RQ_ rmeArlNousam,.r Rimy NU MBER pGL10YEFFECTI E PO CY XPI 7 N LIMITS GENERAL LIABILITY EACH OCCURRENCE S 500,000.00 X COMMERCIAL GENERAL LIABILITY GL3634659 10/07/2010 10/07/2011 _ J CLAIMS MADE 0 OCCUR PREMISES (Ea accurencni MED EXP ( iy one person) PERSONAL S ADV INJURY GENERAL AGGREGATE PRODUCTS ,COMPIOP G OM8IINEEO UMIT PROPERTY DAMAGE (Par strident) AUTO ONLY , EA ACCIDENT EA ACC OTBER TAN AGO, EACH OCCURRENCE Tf ,I I I QTH, E.L. EACH ACCIDENT E.L. DISEASE , EA EMPLOYEE E.L. DISEASE + POLICY LIMIT MATTER OF INFORMATION UPON THE CERTIFICATE NOT AMEND, EXTEND OR BY THE POL CIES BELOW. 1 $ a a a $ S a i NAIC t/ a 50,000.00 $ 5,000,00 a 500,000.00 s 500,000,00 s EXCLUDED SHOULD ANY OF THE ABOVE DESCRIBED POLJCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 GAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OB IO ` ' R UABILUV OF ANY KIND UPON THE INSURER, ITS AGENTS OR ACORD CORPORATION 1988 OWNER BUILDER DISCLOSURE STATEMENT NAME: L lip r\) CA- CSee DATE: f C0 8 / 0 ADDRESS: / 0 6 1 o l q & tiar= ✓T)" 614r t'r �'"' -� l 3t, l' Y Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 5. I understand that, as the owner builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial bt,C 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. '�►� Initial Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built o substantially improved it for sale or lease, which violates the exemption. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. _ 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : /lwww.mvfioridalicense.com /dbor /pro /cilb /index.html Initial ti 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /toG%to i1 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. r Was acknowledged before me this .__ day of �eld9Jk , 2O (9 By C). r) V Produced there License or who was personally known to me or who has , f ` identification. 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I 1 1 = 1 X 2 -1 I 1 I I X 2 1 1 -T 1 I I I I 2 X 5 COL. T+ ! 1 X 2 ( MIT I 1 - 111 l 1 =1 X 2 � 1 I I J I 1 1 I rl 1 =1 IIII 11111111 0 -1 4, T -T -T- -1 -Ill �-I — _1JO -1 I- T- I- I -I -I -I 1 T 1111__111 1 1 I 1 -T , 1 1 11 11 1 1 - r1 -1 -1 1 - I I I I I TI T 1 1TH 1 T I 1 1 I I I II 1 1 1 i t T -T- 1 1_ - I I 1 1 - -1- TT- 1-H- T-T I -I-T -- T II- I 1 1 T- 1 1 1 1 1 1 T T I l 1- 1 1 -1 -T I I I I I- 1 I I I I T I I- 1 1 I- l l I I II 1 1 1 1 1 1 I I1 1 l 1 , i 11111 I I T 1 1 1-- -_- 11 - 11 1 1 1 -T- -- -- -I -I 1 -I I- -I -i -_ - I =1_- i� - - -- -H -i I I ITITIIIITII I- T IJJ��� i I I iTH �-I 1 ? X ` -1 a- 1 -1-1 —i ,-1-1-.-1-, _�! 2 X ? I 1 1 2 X 5 COL. T+ LT- LT- 1- I X 2 - 1 1 1 - = I 1 1 I -I-- I "' -I -_ - a :r� TIT - -TI 41iT-i 1 I111I11T T___ I _ I _ - 1 T I I I TI - T I I _ I HIII1- 1 H 1 1 - 1 II I I I T 2 X 211-11-TT 1 1 11 1 I 1 -I 11111 1 I I 1 I JJ , 1 l T lT I - 211 .i_ EXIST. 3 X 3 COL, ,1 0 0 c:) b J 0 m m PARTIAL TOP VIEW .l. -T-= • 4' -3" 2 X 5 COLUMN. EXISTING 4 X 8 WOOD BEAM. * EXISTING 3 X 3 STEEL COLUMN REARVIEW I 1 ' -6" 3 - O " 4' -3" EXISTING OPEN PATIO 3 I O" 3 c � —1901- 3'- 10" IT - -- — 1- -I-1 - -- 11 H T— = _ = - -I -- I T II — IT _ 1 - 11 1 - -1 -I 1 - I 1 ! -!1- I X 2 -!1 -- 3' -10" 1- ♦ In H I 1 X 2 r 1 H 1 -- _ 1 X2.1: EXISTING 2 X 8 WOOD BEAM. 4-- -- 1 1 1 1 1 -- 11 1 I -I —I — 4444 -- I ! BY: EXISTING 2 X 8 WOOD BEAM. ' I 'iltl'I'I - ITIIIT— I —1 -1I 1 -1I II I- —I I T I- I I 1 111 I-1 i !1 T REAR VIEW RIGHT) REARVIEW CLEPT) GENERAL NOTES: palEgv3 JAN 2 6 2011 1/4" I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. SEE ATTACHED SPECIFICATION SHEETS FOR ADDITIONAL DETAILS. 3. FLORIDA BUILDING CODE 2007 4. ASCE 7 - 05, 146 MPH 6. EXPOSURE "C" 7. DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. x N 1 REVISIONS DRAWN DV: JUAN JARA DATE: 1 -25-11 SCALE: JOB No: OF: 1 SHEET 1 0 0 c:) b J 0 m m PARTIAL TOP VIEW .l. -T-= • 4' -3" 2 X 5 COLUMN. EXISTING 4 X 8 WOOD BEAM. * EXISTING 3 X 3 STEEL COLUMN REARVIEW I 1 ' -6" 3 - O " 4' -3" EXISTING OPEN PATIO 3 I O" 3 c � —1901- 3'- 10" IT - -- — 1- -I-1 - -- 11 H T— = _ = - -I -- I T II — IT _ 1 - 11 1 - -1 -I 1 - I 1 ! -!1- I X 2 -!1 -- 3' -10" 1- ♦ In H I 1 X 2 r 1 H 1 -- _ 1 X2.1: EXISTING 2 X 8 WOOD BEAM. 4-- -- 1 1 1 1 1 -- 11 1 I -I —I — 4444 -- I ! BY: EXISTING 2 X 8 WOOD BEAM. ' I 'iltl'I'I - ITIIIT— I —1 -1I 1 -1I II I- —I I T I- I I 1 111 I-1 i !1 T REAR VIEW RIGHT) REARVIEW CLEPT) GENERAL NOTES: palEgv3 JAN 2 6 2011 1/4" I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. SEE ATTACHED SPECIFICATION SHEETS FOR ADDITIONAL DETAILS. 3. FLORIDA BUILDING CODE 2007 4. ASCE 7 - 05, 146 MPH 6. EXPOSURE "C" 7. DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. x N 1 REVISIONS DRAWN DV: JUAN JARA DATE: 1 -25-11 SCALE: JOB No: OF: 1 SHEET 1 r-- FLAT SPAN BEAM SCHEDULE WITH 10 P.S.F DESIGN LOAD i MARK SIZE T -1 T 2 -TYPE MAX. BEAM SPANS AT GIVEN SPACINGS -Typ. CROSS SECTIONS 5' -0" 5' -6" 6'-0" 6'-6" T -0" - Box Bm. 2 X 3 .045 .045 HOLLOW 430X BM. 2X 4 .100 .045 LAp 13'-4 12L9" 12' -3" I I L8° I 1 '-3" Box Bm 2 X 5 .116 .050 LAP 16 15-4" 14'-8° f 4'- I ° 13' -7" Box Bm. 2 X 6 .120 .050 LAp 16' -7 1 5L I On 15' -2" 14' -7° 14'- I " Box Bm 2 X 7 .220 .055 LAP 18'- I " 17' - 2° 16' - 5" 1 5L 10" 15' -3 Box Bm. Box Bm. 2 X 8 2 X 9 .224 .306 .072 .082 LAp LAP 25' -8" 3 I '-8" 24' -6 30' -2" 23' -5 28' -10° 22' -7° 2 I' -8 26' -9° 2 X 3 X .050" -_ PURLIN / CORNER COLUMNS. Box Bm 2 X 10 .389 .092 LAp 37' -3° 35' -7" 34' -I' COMBINED LOAD OF 10.84 PSF ROOF & 20.12 P.S.F. WALL MANSARD BEAM SCHEDUT ,; ACTING SIMULTANEOUSLY g r - = T Box Bm 2 X 7 .12 .055 LAP 12'-0 f O'- I O° 9' -7 8' -6 7L4 • z • ' 2 g; O ui y m o vri • g 0, *m Box Bm. 2X 8 .224 .072 LAP 20' -1 I ° 19'-5° 18LO° 1 6' - 10" 1 5' -9" Box Bm. 2 X 9 .306 .082 LAP 27- 10 26' -2° 24 23`-4" 22'- I ° Box Bm 2 X 10 .389 .092 LAP 34 I ° 3 2' -3 3O' -6° 29' -0 27' -9° NOTE SPANS SHOWN ABOVE WERE REDUCED TO COMPENSATE FOR AXIAL COMPRESSIVE LOADS. o PURUN TABLE HEAVY LINE INDICATES MAXIMUM SPAN FOR 4" GUTTER "Z" BRACKET. NO LIMIT TO 5" GU j 1 >=R BRACKET. '-' 2 X 2 .046 .048 HOLLOW MAXIMUM SPAN = 7- 0" CHAIRRAIL `__- z N LAP -BEAM 2 X 3 .050 .050 HOLLOW MAXIMUM SPAN = T- 0" AS PURLIN NOTE: MAXIMUM SPACING OF PURLINS = 84 ". MAXIMUM AREA IN ANY PANEL = 56 SQ., FT. MAXIMUM SPACING OF 2X2 CHAIRRAILS = 60" AVG. SPANS SHOWN ABOVE ARE CLEAR SPANS. 4" MAY ADDED TO EACH SPAN SHOWN. MARK SIZE T -1 • T -2 MAX. COLUMN HEIGHTS AT GIVEN SPACINGS .046" d TYPE 5' -O" 5'-6" 6' -0" 6'-6" 7' -0" .. - g X 2 CHAIRRAIL Box Col. 2 X 4 .100 .045 LAP 8'-9 8 8L0" 7' - 8° . 7' -5° Box Col. 2 X 5 .116 .050 LAP 10'- I ° 9' -7" 9' -2 8' -10" 8' - 6° Box CoL 2 X 6 .120 .050 LAP 10' -3 9' -91 9 9LO° 8' -8 Box CoL 2 X 7 .220 .055 LAP 11' -3 10' -9" 10' -3° 9 10 9' -6 ° " Box CoL °" NOTE 2 X 8 MAX SPACING .224 OF CHAIRRAILS .082 IS 86" LAP SPANS MAY BE I 7'-4 SHOWN ABOVE AN 16' - 6° ARE CLEAR 1 5L 10" SPANS. 4" 15'-2° MAY BE ADDED 14' -8 TO EACH - SPAN SHOWN. 1 X 2 PATIO 2X3 AND 2X4 NON -LOAD BEARING BOX COLUMNS INCREASED ADDITIONAL 4% TO THE HEIGHTS SHOWN ABOVE ALL OTHER COLUMNS TO REMAIN THE SAME. +/- .005 TOTAL NOTES: DESIGN CRITERIA: FLORIDA BUILDING CODE, 2007 '. 1) ROOF AND SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 80% OPEN OR GREATER ONLY. ASCE 7-05 EXPOSURE "C" 2) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE. WALLS: DESIGN WIND LOAD IN & OUT 20.12 P.S.F. TEST LOAD WIND & OUT 30. P.S.F. 3) METAL STRUCTURES WITHIN 5 FT. OF SWIMMING POOLS SHALL BE GROUNDED PR N.E.C. 680 -22 ) DIN OWN ROOF: LIVE LOAD UP & DOWN 10.84 P.S.F. 4) ANCHORS TO CONCRETE & MASONRY SHALL BE 3/8" X 3" ANCHORS OR APPROVED EQUAL TEST LOAD UP & DOWN 18.28 P.S.F. DEFLECTION LIMITATION: UNLESS OTHERWISE SPECIFIED. L/80 5) CONSULT ENGINEER OF RECORD FOR CONDITIONS EXCEEDING THESE SPECS. ALUMINUM ALLOY 6063 - T6 UNLESS OTHERWISE SPECIFIED. EXIST. STRUCTURE CARRY BEAM TABLE > < <;ta;��: _;::` I - - s. W S o � CLEAR SPAN OF 2 X 6 CARRY BM. MAX SPAN OF SCREEN ENCLOSURE CLEAR SPAN OF 2 X 7 CARRY BM. MAX. SPAN OF SCREEN ENCLOSURE ti <� v ,. ., _`*\ ti`\.._F.v``.� . . _ CARRY BEAM. 10 0 `MAXIMUM f 4'- 0 'MAXIMUM Iltillin _Lift" 12'- O 26' -5" 16 '- 0° 34' -5° -ii o 0 MI 1 \--INDICATES 2 X 2 X 1 /8' ANGLES. 1/4" THRUBOLTS WITH BOX BEAM. 1 4 '- 0 17`-4" '- " 18 0 '_ ° 25 6 1 O 1 6'- 0 10' -9 20'- 0" 16' -9° zz rn - I a'- On 5' -2 22'- 0" f of -7 " FLORIDA BUILDING CODE, 2007 COASTAL & NON- COASTAL ZONE (ASCE 7-05 146 MPH EXP. "C ") 'MAXIMUM SPAN SHOWN IN BEAM TABLE ABOVE. .22" THICK U- BRACKET WITH 3/8" THRUBOLTS EACH END OF EACH BRACE ADD 3!16" PLATES EACH SIDE OF BEAM. (ONLY WHERE THERE ARE NO INTERNAL PLATES.) ROOF BRACE DETAIL / 1/4" RADIUS 2 J 6 ° SPECIAL U- BRACKET .32" 90 BRACKET MAY BE USED IF PROPERLY POSITIONED. ANCHOR BOLTS TO EXTEND 1 1/4" BEYOND CHATT. OR BRICK PAVEMENT SURFACES 0 N 1 ' g "X14 Xg DIAGONAL WIND BRACING. 2 X 2 X 1B" ALUMINUM ANGLES W/ #14 S.M.S. & 3/8" X 3" ANCHORS AT EACH COLUMN. USE 1/4" ANCHORS BETWEEN COLUMN ON 24" CENTERS. MI .8 X 8 CONT. CONC. FOOTING W/ 1 -#5 BASED ON SOIL BEARING CAPACITY = 2000 PSF DETAIL OF ANCHORING TO FOOTING NOTE: COLUMNS ALONG END WALLS REQUIRE ONE PAIR OF 2X2X1/8 "ANGLES UNLESS COLUMNS ARE 2X5 OR GREATER. THEN TWO PAIR OF ANGLES ARE REQUIRED. REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMMS ENGINEERING, INC. S PLAN IS INVALID UNLESS SIGNED AND SEALED BY OBERT S. MONSOUR FOR EACH SUBMITTAL 2 X 3 X .050" PURLIN. ROOF BRACING LAYOUT USE 3/15" X 5 X (DEPTH OF BEAM) INTERIOR ROOF BRACES WHERE SPLICE PLATES DO NOT EXSIT. -2 X 3 X .070' EAVE. TYP. ROOF BRACE DETAIL 1 1/4" X 1 /4° X 1/8" TUBE BRACE. 1 1/4" X 1 1/4" X 1/8" BRACE. .22" THICK U- BRACKET WITH 3/8" THRUBOLTS EACH END OF EACH BRACE 4 1/2" PLATES ON ALL INTERIOR • #10 X 1 1/2" SMS. 2 EACH SIDE OF COLUMN. PLACED INTERNALLY. 1/4" X3 "TAPCONS MAY BE USED AS FOLLOWS: 2 TAPCONS FOR UP TO 12' -0" SPAN 4 TAPCONS FOR UP TO 24' -0" SPAN. AT EACH COLUMN. AND 20" ON CENTER BETWEEN COLUMNS. FOR SPANS OVER 18', 4- 2 X 2 X1/8" BASE ANGLES MAY BE USED AS SHOWN IN PLACE OF 2 -1/4" ANGLES ON COLUMNS SUPPORTING B WHEN USING 4 ANGLES, 1/4"X ANCHORS MAY BE USED. WHEN USING•4 ANGLES, 1/4"X 3" ANCHORS MAY BE USED. REVI SI ON5_ W JEJRA 7 -31 08 S GAL E. JO8 No. c y c o m LU 0 us CC p 72' BOX COLU VT—M-11 0 O 0 � o Q BOX COLUMN "U" CHANEL W/ BOLTS TOP V1151 oP •1c• c sleGilON 2X2 PURUN 1X2 PATIO ( 2X3, 2X4, 2X5 AND 2X8 BOX BEAMS ) USE 1/8 "X 2"X 8" STRAPS IMTH 6#14 SMS TOTAL (3 EACH SIDE OF SPLICE) ( 2X7, 2X8, 2X9 AND 2X10 BOX BEAMS ) USE 1/8"X 2 "X 12" STRAPS WITH 14 #14 SMS TOTAL (7 EACH SIDE OF SPUCE ) 3/16" X 1 1/4" STRAPS MAY BE USED / IN PLACE OF 2 " STRAPS. 6" BOX BEAM 0 0 0 o 0 O 0 4 —Lit— typloal e — I 7" BOX BEAM 2 typical 9' --I 9" BOX BEAM 2X2 "U" CHANEL NO 1 /4° THRU BOLTS 1/4" THRU BOLTS K = BRACE DETAILS 3/16" PLATES WITH #14 SMS AS SHOWN CUT PLATES TO FIT INSIDE OF BOX BEAMS AS SHOWN ON DETAIL MANSARLBOX BEAM SPLICE DETAIL TYPICAL ELEVATION U- CHANNEL OPTIO / 1/4" MIN. THICKNESS 1''X 3"X 3/18" ANGLE, 7" LONG WITH 31/4" THRUBOLTS TO COLUMN. BOX COLU ALL PLATES REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE SY RAMS ENGINEERING, INC. aIcaI 9' 8" BOX BEAM �2 — fyPical 9 314 H 10" BOX BEAM 1/4" THRUBOL 60" MAX. 3" AND 4" BEAM V 3' 1 5" BOX BEAM 4 1/4" 151 OF 3/16" PLATES TO REINFORCE TOP VI �BRAGEE BOX COLUMN AT BRACES. G11ON 1 1/2" I o 1 3" RISER X 12" WIDE `— ALUM. ROOF PANEL 'typleal 7 =-I 4" BOX BEAM 3" BOX BEAM O o O Q 1 778' o ° -1 3 L 1 typical 2"X2' X1 /8 "ANGLE WITH 2 #10 S.M.S. IN EACH LEG BASE ANGLE MIN 2"X 2'X 1 /8" 2X3 ROOF MEMBERS. END WALL POST SPECIAL 2 each r LONG AT EN31 ALUMINUM RAFTER FASTENED TO FASCIA 'WRIT V/ 3 5 /L6'x 3' LAGS Eigi THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY ROBERT S. MONSOUR FOR EACH SUBMITTAL 1"X2-1/2"X1/16" COVER PLATE WITH #10 SMS #10X11/2"SMS END WALL COLUMN OVERLAP BEAM TO COLUMN AND FASTEN WITH 3 #14 SMS EACH SIDE AS SFIOWN. USE 4#14 SMS FOR 802 & 902 BOX BEAMS ) 2"X2"X1 /8 "AN LE WITH 2#14 SMS IN EACH LEG DETAIL 2'X 2'X 3/18' ANGLES - 2' NON. FASCIA USE 2"X 2"X 3/16" ANGLES WITH TWO 1/4" THRU BOLTS & TWO 3/8" LAGS TO FASCIA #14 SMS MAY BE USED IN PLACE OF 1/4" THRUBOLTS 3 1/2" X 6" X 1/8" PLATES NOTE LARGER PLATES MAY BE USED IF REQUIRED. ALTERNATE BRACE DETAILS CORNER •DETAIL ALTERNATE 1" FASCIA MTh 2" SUB FASCIA. BEAM TO COLUMN CONNECTION ONTINUOUS DIVERTER BOX BEAN (optional) FOR CABLE BRACING AND 5" GUTTER DETAILS SEE SHEET #3. 1/4" THRUBOLTS AS SHOWN. 2X2X1/8" ANGLE W/ #14 SMS 7 AND 3/8'x 3" ANCHORS TYPICAL EACH CORNER 2X3 AND 1X2.. CONTINUOUS 1X2 MEMBE TH #14 X 1 1/2" SM 24" O.C. ALONG GUTTER 2" NOM. FASCIA SPECIAL Z- BRACKET 6" LON AT EACH ALUMINUM RAFTER FASTENED TO FACIA 3 5/16'X 3" LAGS 1 "X2- 1/2"X1/16" --' COVER PLATE WITH #10 SMS. #10 X 1 112" SMS. G BOX B INDICATES 3/6"X 8" LAGS INDICATES 3/8"X 8" LAGS AT EACH BEAM BEAM CONNECTION AT EACH BEAMOCATION COVER PLATE WITH USE 2"x 2"x 3/16" ANGLES CAULK EA. LAG #10 SMS. WITH 3/8" LAGS TO FASCIA BOX BEAM AND 1/4" THRUBOLTS TO BEAM. 2" FILLER BLOCK MAX. 4" WIDE GUTTER MAY BE USED AS SHOWN ON BEAM TABLE SHEET #1 1"X 5"X 1/8" OR 1'X 7"X 1/8" (X LOAD =1100# ) CONTINUOUS ANGLE WITH 1/4" THRUBOLTS AS SHOWN. 5/16•X ` LASS 4 AT EACH BEAM AND 2" 0.0. Sr 2"X 2"X 3/18" ANGLE 3" LONG W/ 1/4" THRU BOLTS AS SHOWN. 2"X2"X1/8 "ANGLE WITH 2 #14 SMS TO THE COLUMN and 1/4"x 3" ANCHORS PORCH DETAILS. BOX BEAM DETAILS 2x2x3/16" ANGLES W/ 1/4"x 3 " ANCHORS AND 414 SMS. USE 3/8" ANCHORS FOR 2x7 AND GREATER BEAMS. CAWNIFL 3"X 4"X 1/8" PLATES WITH 4 #14 SMS AS SHOWN. CONTINUOUS 1X2 2X2 BRACE WITH 1/8" PLATES EA END WITH #14 SM AS SHOWN. 2X2X1 /8" ANGLES DOUBLE 202 WITH 3/8"X 6" LAGS, 2AT EA. COL AND AT24 "O.C. gil f►1 EXTRUDED GUTTER FASCIA CONNECTION FOR DOMES SPECIAL Z BRACKET 7' LONG. 4" WIDE GUTTERS ONLY. I 3.75' i GLO SMS 24' 13. C. TOP AND BOTTLIM GUTTER BRACE DETAIL 2 - #10 X 1. i /2' SMS k EAG-1 RI PURL 2X2 PURLINS 1=r ... 1/16' U CLIPS WITH 510X1' SM5 AS SHOVN BOX COLUMN REVISION JeArJAA 7 -31 OS JOB No. SHMT 2 ✓p • END NON LOAD BEARING WALL SQUARE FOOTAGE 1 -145 I. 146 -273 I 274 -363 364-416 I 417 -443 TOTAL NUMBER OF CABLES ON THE FRONT LOAD BEARING WALL 2 1 EA. END 4 2 EA. END 6 3 EA. END 8 4 EA. END 10 5 EA. END 1 SPECIAL Z BRACKET 7" LONG. 4" WIDE GUTTERS ONLY. 4" Z- BRACKET c ol L .125 6" SUPER BRACKET WITH (4) 3/8" X 21/2" LAG BOLTS TO FASCIA .1875 1 I 1� .218 Ii .19011 #14SMS #12SMS #10SMS 4.825" 4.700 ALTERNATE GUTTER SIZE. CUT FROM 1X5" ANGLE .125R .125 aa� 7" 1/8" STAINLESS STEEL CAB 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESSIONSLEEVES ALTERNA C17$ 1/8" ANGLE BRACKET VNTH (8) #14 X 3/4" SMS TO WALL MEMBERS -BOLT-WELDED CLOSED WITH DOUBLE NUTS 1,IBLE COMPRESSION SLEEVES 1/8" STAINLESS STEEL CABLE 3" A.S.T.M. A-36 STEEL CLIP WITH (2) 3/8" X 3" SLEEVE ANCHORS TO CONCRETE DECK 5" SUPER BRACKET WITH (4) 3/8" X 2 1/2" LAG BOLTS TO FASCIA FASTEN SUPER GUTTER TO . THE HOST STRUCTURE WITH 1/4'x 21/2" LAGS 20" O.C. 2" NOMINAL FASC 5" GUTTER BRACKET DETAILS. i TOP RAIL THIS CUP MAY ALSO BE USED ON SIDE OF CONCRETE SLAB. MAINTAIN 2" MIN. EDGE DISTANCE. CABT F, BRACING DETAIL SUPER GUTTER QUANTITIES ABOVE ARE FOR 3 SIDED ENCLOSURES. REFER TO ENGINEER'S SITE SPECIFIC PLAN FOR OTHER CONDITIONS. USE ONE SET OF CABLES ON RETURN WALLS FOR SPANS OVER 16 FEET. 3/8" SLEEVE ANCHOR 2" X 3" X 1 /4" ANGLE EACH SIDE OF ROOF BEAM WITH (4) #14 X 3/4" SMS TO ROOF BEAM AND (2) 3/8" X 8" LAG BOLTS & (3) #14 X 1" SMS TO GUTTER 1/8" STAINLESS STEEL CABLE 1 1/4" X 5 5/8" X 1/8" FLAT BAR ROOF BEAM ROOF BEAM DOUBLE COMPRESSIONSLEEVES NOTE WHEN 1x2 PERIMETER MEMBER IS USED, USE 2 SETS OF 1/4" ANGLES. A REVISION J J$FA DAE, 7 - 31 -08 S No, SHIEBT 3 0F.3