The URL can be used to link to this page

RC-19-2718 (2)-jZIC,-II-19-2718 E v Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 issue Date:12/20/2019 Location Address Parcel Number 1247 NE 101ST ST, Miami Shores, FL 33138 1132050250050 Contacts Permit NO.: RC-11-19-2718 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 06/17/2020 ROBERT MITCHELL Owner MARCO ALUMINUM Contractor 1380 NE 103 ST, MIAMI SHORES, FL 331382624 MARK SWNBERG 1743 NORMANDY DR, MIAMI BEACH, FL 33141 Business: 3058618004 Description: REPLACE POOL SCREEN ENCLOSURE Valuation: $0Inspection Requests: uests: 05-762-4949 Total Sq Feet: Fees Amount Application Fee - Other $50.00 CCF $13.80 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $10.13 DCA Fee $6.75 Education Surcharge $4.60 Permit Fee $625.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Technology Fee $16.88 Total $876.16 Building Department Copy Payments Date Paid Amt Paid Total Fees $876.16 Check # 1554 12/20/2019 $826.16 Credit Card 11/14/2019 $50.00 Amount Due: $0.00 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 informs ' is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize t oveypemed contractor to do the work stated. Authorized Signature: Owner / Applicant / December 20, 2019 Date Page 2 of 2 BUILDING PER IT APPLICATION UILDING ❑ ELECTRIC Miami Shores Village ENTERED Building Department NOV 14 Z019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: —JA— Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201--;_ Master Permit No. '� I:- I 1-1 q - 2� S Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP `L�] CONTRACTOR DRAWINGS JOB ADDRESS: I Z T / (�! ✓ , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 3 WE- 0 ZS- Q05 O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: 12 ag4'2 OWNER: Name (Fee Simple Titleholder): M I VC 0 eat✓ Phone#: Address: `2 +q P ' Vi 4�5 T City: M 1 AtI ) r-) 410 Q� State: TL • Zip: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: NA N 2,( o A LOM I N 0 rl Z O L• Phone#: 3 710 Address: (7 L43 tLI V 2 ,H Q ✓I] ` 0� K. * 4 r City: M I Nti i ��f /C M -State: 1'L • Zip:: ` 1 Nl A �7 Qualifier Name: 2 n � - �� C 26 Phone#: acfy( " 7G1 v -� y / State Certification or Registration #: Certificate of Competency #: °7 dD 403 DESIGNER: Architect/Engineer: Address: Phone#: City: State: Zip: Value of Work for this Permit: $ Z 2 % 5c) 0 Square/Linear Footage of Work: Type of Work: ❑ Addition :1 Alteration ❑ New/� ❑ Re air/Replacce/' ❑ Demolition Description of Work: ILL Pt A G G Pow Jiq t IL `" L �-- 0itJ� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ E5('N - 013 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Q 26 (Revised02/24/2014) 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 r�r t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /r/�✓/1. "! l'�!..�/ Signature - OWNER or AGENT CONTRACTOR Th foregoing instru ent was acknowledged befor a this The for going /strument was acknowledged before me this � wn fI ) day of � 20 by day of I V d L 20 _, by w�h�ois/�p/�ersonally known to %�� who/is personally known to me or who has producea/��-1 6 �"s me or who has produced 10� �s identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: g Sign- Sign:eat-lb Ik qk r Print: N lei Print:/ i;A� My Commission Expires 1211612019 Seal: BARBARAZEEMAN Seal: '� cr �` * * MY COMMISSION # GG 061186 Commission No. FF 944254 IPA P,at EXPIRES: February 15, 2021 op K Bonded Thru Budget Notary Services APPROVED BY ` Plans Examiner �` d� Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Pagc 1 of l G OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-025-0050 Property Address: 1247 NE 101 ST Miami Shores, FL 33138-2608 Owner ROBERT K MITCHELL Mailing Address 1247 NE 101 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,280 Sq.Ft Lot Size 11,180 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value ..................... $422,976 $402,088 $402,088 Building Value $259,277 $262,584 $170,712 XF Value $32,259 $32,505 $32,751 Market Value $714,512 $697,177 $605,551 Assessed Value $710,423 $697,177 $371,746 Benefits Information Benefit Type 2019 2018� 2017 Save Our Homes Cap Assessment Reduction $4,089 $233,805 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption I $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description PB 42-25 BAY BREEZE SEC MIAMI SHORES LOT 6 BLK 185 LOT SIZE 86.000 X 130 OR 16024-4002 0893 5 Generated On : 11/14/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $660,4231 $647,177 $321,746 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $685,423 $672,177 $346,746 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $660,423 $647,177 $321,746 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $660,423 $647,177 $321,746 Sales Information Previous OR Book - Price Qualification Description Sale Page 30709- 09/27/2017 $845,000 Qua[ by exam of deed 3354 24529- Sales which are disqualified as a result 04/01/2006 $0 0756 of examination of the deed _................ 38 23852- 09/01/2005 $743,000 Sales which are qualified 072 23307- 03/01/2005 $579,000 Sales which are qualified 1564 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 11/14/2019 [4e _ �a';tying Board construction Traces OF COMPETENCY BvS,,�-Eg CERTIFICATE 5BS00483 40 ALUMINUM INCmlp Is certified under the QUALIFYING TRADE(S) 0029 METAL AWNG & SHUTR 0048 SCREEN ENCLOSURES Jaime D. Gaston. P.E. /. \/ M/AM Secretary of the Board _ - r "A- - 2, Miami -Dade Coady retains am property rights heron. w.miamidade.goWe--rny ljool Business Tax Receipt Miami —Dade e County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 5571154 RECEIPT NO. RENEWAL BUSINESS NAME/LOCATION 886524 MARCO ALUMINUM INC 1743 NORMANDY DR 4 MIAMI BEACH, FL 33141 _ ._...._ EXPIRES SEPTEMBER 30, 2020 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED MARCO ALUMINUM INC 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 49.50 10/04/2019 Worker(s) 10 05BS00483 0208-20-000124 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MM For more information, visit www miamidade govAoxcollector Municipal Contractor's Tax Receipt aml Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY CC NO: 05BS00483 BUST ESS NAME/LOCATION MAR 0 ALUMINUM INC 174 NORMANDY DR 4 MI I BEACH, R. 33141 MC RECEIPT NO. EXPIRES 7579415 SEPTEMBER 30, 2020 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS MARCO ALUMINUM INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 200.00 10/04/2019 0208-20-000124 This receipt is not valid in the following Municipalities: Aventure, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecres6 Sunny Isles Beach, Town of Cutter Bay. MI®s For more information, visit VMM miamidadeAov/taxcollector - STATE OF FLORIDA7 DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION WORK _ CONSTRUCTION INDUSTRY EXEMPTION — CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA I .M 4 J_ LAW [ORKERS'COMPENSATION FFECTNE DATE: 9/17/2017 EXPIRATION GATE: 9/17/2019 '--- ERSON: SWANBERG MARK A FEIN: 900128569 I ._ _..._....,._.. ,_,..._ -- { BUSINESS NAME AND ADDRESS: MARCO ALUMINUM INC i 1 i ---I 1743 NORMANDY DRIVE APT 4 i MIAMI BEACH FL 33141 SCOPE OF BUSINESS OR TRADE: -------------_ - __. - __- Iron or Steel: E— I Fr1111eSbuCWReNotOver Two Stories N FWVq I ._ ._. ..._. .-._ -..._ ACORO® CERTIFICATE OF LIABILITY INSURANCE E (MM/DD/YYYY) F��1211812019 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 endorsement(s). PRODUCER Assure -Us 1880 NE 163rd St North Miami Beach FL 33162 GUNIAGI NAME; Patricia Fernanadez A/C No Ext : 305-956-7818 X321 (A/C, Noy 305-956-5946 IL ADDRESS: Patricia@assureus.us INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Nautilus Insurance Company INSURED Marco Aluminium Inc., 1743 Normandy Drive#4 Miami Beach FL 33141 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDNYYY) (MM/DD/YYYY) LIMITS A x COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I (OCCUR Y NN766171 02/05/2019 02/05/2020 EACH OCCURRENCE $ 300,000.00 PREMISES(Eaoccurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL d ADV INJURY $ 300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECT PRO ❑ LOC OTHER: GENERAL AGGREGATE $ 600,000.00 PRODUCTS - COMP/OP AGG $ 300,000.00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDUI.ED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS Y (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ (Per accident) $ UMBRELLA LIAB EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A ER QIH- STATUTE I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Metal Awnings, screens enclosures and shutters license# 05BS00483 ILIn q G111 R DfG\ 1 �1111i PJ 111 9-lG 9_1C P199-W 111 PJ0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Ne 2nd Ave AUTHORIZED REPRESENTATIVE Pa�fri.l:i,a. Fern Miami Shores FL 33138 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD WE JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA 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: 3/21/2019 PERSON: MARK A SWANBERG FEIN: 900128569 BUSINESS NAME AND ADDRESS: MARCO ALUMINUM, INC. 1743 NORMANDY DR., #4 MIAMI BEACH, FL 33141 SCOPE OF BUSINESS OR TRADE: Door and Window Installation Roofing - All Kinds and u All Types Residential and Drivers Commercial EXPIRATION DATE: 3/20/2021 EMAIL: MARCOALUMINUM@GMAIL.COM IMPORTANT: Pursuant to Chapter 440.05(14), 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 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 department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 12/20/2019 Miami-dade County Florida Before me this day personally appeared Mark A Swanberg who, being duly sworn, That he will be the only person working on the project located at 1247 N. E. 101 St. Miami Shores FI. ark A Swanberg Contractor NANCY GOLDRING MY COMMISSION # GG 059069 EXPIRES; February 15, 2021 N;,eof: fl. Bonded Thru Budget Notary SW= Sworn to and subscribed before me this day of 69 2019 By Ll MARCO Aluminum Inc cc# 058SO0483 P.O. Box 614313 Miami, FL 33261 Tel: 305-861-8004 Cell: 305-790-5997 Email: marcoalum@aol.com Lic. & Insured Notice to Owner — Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation 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: 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; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 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 will 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. Signature: 4, /-( Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 20 day of 1D ft yy�OeY , 20Acl . By k6elc+ b_ ��C�CV`J� who is personally known to me or has produced 2 - as identification. Notary: abEAr No" PubfiO SEAL: sty d Fbdit �b0amrwon Ex" GAVAN"NfO► 08„ M www.skil Skilled Staffing People . Payroll . Solutions Leased Employee Affidavit I understand an employee leasing company provides my worker's compensation coverage. I further understand that my contract with the employee leasing company limits my worker's compensation coverage to enrolled worksite employees only. My leasing agreement does not cover un-enrolled worksite employees, independent contractors, uninsured subcontractors, or casual labor exposure. I hereby certify that 100% of my workers are covered as work -site employees with the employee leasing company. I certify that 1 do not hire any casual or uninsured labor outside the employee leasing agreement. I agree to notify you in the event that I have any workers' not covered by the employee leasing workers' compensation policy. In the event that I have any labor not subject to the employee leasing arrangement, I agree to obtain a separate workers' compensation policy to cover these workers. I further agree to provide you with a certificate of insurance providing workers' compensation coverage prior to this labor working at your jobsites. I further agree to notify you if my co -employment relationship terminates with the employee leasing company and I understand that I am required to furnish proof of replacement workers' compensation coverage prior to termination of the leasing agreement. I certify that I have workers' compensation coverage for 100% of my workers through the leasing arrangement specified below: Name of employee leasing company: Workers' Compensation Carrier: A.M. Best Rig of Carrier: Inception date of leasing contract: 0. Allis r ntC�� I further agree to notify you in the event that I switch employee -leasing companies. I recognize that I have an obligation to supply an updated workers' compensation certificate to you that documents the change of carrier. Name of Subcontractor: Signature of Owner: /� Date: Title: &_T,-- K State of _ _I_ County of f „i.11•-- 0 The foregoing instrument was acknowledged before me this day of_2019; by c-?�✓� l��-v of t rr ( ; and is p rsonally known mb or has produced the following identification ;o�'j1Y0� DAVID A. MOJICA Notary Public State ?. Notary Public •State of Florida Commission # GG 203783 My Commission Expires My Comm. Expires Mar t, 2022 Bond roug Qf ledstdfF' R'd'VP• ite 3, Fort Lauderdale, Florida 33312 (954)639-7551 Fax:(954) 404-6313 11AMM5ENGINEERING, INC. LICENSE # 11955 Y. 2 i 00 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: 0 ,QQa&e- NAME: 4 2A2A Ja-432WdA- DATE: JaA I A21 SHEET: 'OF I �j -- • I I i I I ; l , i ! �. i .; _ I 1 -�. ...; 4 ;• I l ' t I • i I L_ i i I : I t 0600 t ' I _ I t � ! � I ' ! i � I 1 � I ---- -- : I �_._ _- I _! �j � /��'� .jam �Q II � ��/,/� r[ t �✓ � ( + { I � I i f f i " t 1 ' { . tt I . I ! 1-7 7-1 RAMMS ENGINEERING, INC. LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 DATE: PROJECT: SHEET: OF - }-- - - - - L- if I I 4 i I r•••Fill 171 is ow000p ' I I _... 6 so o Iso •.• • I 1. •so* iI I — ..' -solo•:: I ••� ...... E , } � .• i _ I I ...�___� I --- _ I I I ; I I f , I '.-_j-_--r___4 I i _ I t I , ` i L_—r--fYi—<._— I E i i i I I DAMMS ENGINEERING, Inc. LICENSE # 11955 21b-0 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 • FAX: 305.822.3161 PROJECT: NAME: OATS: SHEET: —_ OF rb I ! I {` 1 •i�•o• t t : Ill=l-+--�►�-•-• •- ` _ .._!.___` _ .j --- i log as i Ir ' - _{ i �_��l,.�/�I^ �.__�.`G. .. � ��1..._� -,.__ �I��-.!.�--- t• •.i.._,...:, i ••:a.►.-i.__ 1 fff I i I i ? I ♦ t • • L.___ 1_. ._.. _.:—__�_--� __•-- __..._.. . _.... ..._,.---` �_ 4f--_-L... I -- � - • � 1 � I � r t 7 _ : ' I • 17 : I ; , I F 4 I I ; _ __ ' , .A_ I • ' II_. RAMMS Engineering FLAT SPAN BEAMS BOX BEAM DESIGN 175 MPH WIND ZONE Variables MIAMI DADE COUNTY 6061-T6 Beam Designation = 209 = RISK CATEGORY 2 EXPOSUR"t Width (B) = 2 = B1 = B - 2(T1) = 1.83a^O•.e.. Height (D) = 9 = D1 = D - 2(T2) = 8.466P9••9 Web (T1) = 0.082 = •••• Flange (T2) = 0.267 Purlin Spacing = 72 = Stress Increase = 1 = • • • •.. Loading PSF = 12.14 = Deflection Limit = 80 = (Span / Deflection Limit) . •. S = (B(D)" 3-81(D1)A3) / 6(D) 6.3693121 Ix=S*(D/2) 28.661904 Ry = (ly / A) A.5 0.8155161 Aluminum Construction Manual Spec #2 Tension in Beams (6061-T6 ) Ft - 19 KSI A = (B * T2)2 + (D1 * T1)2 2.456424 Sy = (D(B)^3-D1(B1)^3) / 6(B) 1.6336852 iy=Sy*(B/2) 1.6336852 Spec #14 - Compression in Beams, Purlin Spacing = 72 Inches Lb * Sc / ly = 280.70921 280.70921 > 146 and < 1700 Therefore Fb = 23.9 - .24(Lb * Sc/ly)".5 Fb = 19.878949 KSI Spec #16 - Compression in Components of Beams B1/T2 = 5.3782772 5.3782772 <= 22 Therefore Fb = 21000 PSI Spec #18 H/T = 102.3 102.3 => 75 Therefore Fb = 1520/D1/T1 Fb = 21 KSI Fb = 14.85826 KSI 14.85826 KSI Governs Stress Increase = 1 Maximum Moment = Min Fb * S * Stress Increase = 94.636895 K-In. .. .... 280.70921 280.70921 Fb = 23.9 - 280.70921 5.3782772 5.3782772 11 102.3 5 Ramms Engineering, Inc. Screen Enclosure Box Beam Design Mansard Configuration Alloy 6061 - T6 MIAMI DADE COUNTY Variables Beam Designation 209 Width (B) in. 2 Height (D) in. 9 Web (T1) in. 0.082 Flange (T2) in. 0.267 EQUIV."' Purlin Spacing in. 72 Stress Increase 1 Section Proaerties S = (B(D)^3-B1(D1)^3) / 6(D) = 6.3693121 Ix=S*(D/2) = 28.661904 Ry = (ly I A) ^.5 = 0.8156161 Aluminum. Construction Manual Spec #2 - Tension in Beams (6061-T6) Ft = 19 KSI FLORIDA BUILDING CODE, 2017 175 MPH.%UtNID ZONE CATEGQR'X 2 $TRIXTURt::' ...... ...... . ...... Loading PSF '' 12.14 :....: Deflection Limit '....' • :...�0 ..... Wall Height ft. ••:••: :0••8 ••••• Load Wall PSF ;;.;;. *22.54 Moment Arm ft. : ' : . 3 ....:. B1 : B - 2(T1) :�•.': ;1 836 :....: D1 = D - 2(T2) ' A 0406 A = (B * T2)2 + (D1 * T1)2 = 2.466424 Sy = (D(B)^3-D1(61)A3) / 6(B) = 1.6336862 ly=Sy*(Bf2) = 1.6336862 'ACTUAL THICKNESS = ,306" Spec #14 - Compression in Beams, Purlin Spacing = 72 Inches Lb * Sc / ly = 280.709 280,70921 > 146 and < 1700 Therefore Fb = 23.9 - .24(Lb k Sc/Iy)".5 Fb = 19,878949 KSI Spec #16 - Compression in Components of Beams B1/T2 = 5.3782772 5.3782772 <= 22 Therefore Fb = 21000 PSI Fb = 21 KSI Spec #18 H/T = 102.3 102.3 Fb = 14.85826 �R! 14.85826 KSI Governs Stress Increase = 1 Maximum Moment = Min Fb t S * Stress Increase = 94.636895 K-In. NEOMINPOIS, 4'- 0" Spacing Uniform Load (w) = 48.56 L = ((8 x(Allowable Moment -Moment from Wall))� W(12)}^ .5 • - • 33.,' TT $2 Ft ••• . -.. `Deflection = 5wLA4 ! 384EI L = .,.... 34.C;43£! 8 Ft .001: • Maximum Allowable Span = ... 1. .•'••. 33. Ft - ,At 4'- 6" Spacing Uniform Load (w) _ ,..... 5&.6.3 ..:.!: i' L = ((8 x(Allowable Moment - Moment from Wall)) 1 W(12))rA.S :'�`: 31.251281 Ft •;. Deflection = 5wLA41 384EI L = 32.186497 Ft**"*Ie Maximum Allowable Span = �.� 31.25t281 Ft At 5'- 0" Spacing Uniform Load (w) = 60.7 L = ((8 x(Allowable Moment - Moment from Wall)) 1 W(12))".5 = 29.34543 Ft Deflection = 5wLA4 ! 384EI L = 31.574879 Ft l Maximum Allowable Span = 29.34643 Ft !At 5'- 6" Spacing Uniform Load (w) = 66. r'7 L = ((8 x(Allowable Moment - Moment from Wall)) 1 W(12))".5 I - 27.688695 Ft ! Deflection = 5wLA41 384EI L = 30.587511 Ft ! Maximum Allowable Span = 27.688696 Ft 'At 6'- 0" Spacing Uniform Load (w) = 72.84 IL = ((8 x(Allowable Moment - Moment from Wall))1 U'W(12))^.5 = 26.228263 Ft Deflection = 5wL"41 384EI L = 29.713099 Ft i I Maximum Allowable Span = 26.228263 Ft At 6'- 6" Spacing Uniform Load (w) = 78.91 L = ((8 x(Allowable Moment - Moment from Wall))1 W(12))^.5 = 24.925768 Ft Deflection = 5wLA4 1 384EI L = 28.930809 Ft I Maximum Allowable Span = 24.925768 Ft At 7'- 0" Spacing Uniform Load (w) = v 84.98 '0 L = ((8 x(Alloviable Moment - Moment from Wall)) 1 W(12))".5 = 23.75211 tl I Deflection = 5wLA4 ! 384EI L = 28.224� ty� Maximum Allowable Span = 1l 23.762564 t r RAMMS Engineering BOX COLUMN DESIGN 6061-T6 FLORIDA BUILDING CODE, 2017 175 MPH WIND ZONE CATEGORY 2 COMBINED AXIAL PLUS BENDING LOADS EXPOSURE C MIAMI DADE Variables Column Designation = 205 • • • • Max Bending Stress (Fb) = 15.9 KSI ' ' ' ' Max Axial Load = 1020 # ...... • • • • • • ....• . .. Width (B) = 2 In B1 = B - 2(T1) _ """ 1.9 0000: Heigth (D) = 5 In D1 = D - 2(T2) _ •••.•• ;-0798 •••••• Web (T1) = 0.05 In ...... .... ..:..' Flange (T2) = 0.116 in. .... • .... ...... Chairail Spacing = 66 In :":': '• Stress Increase = . . 1 % . . ...... ;•"" . Loading PSF = 22.54 PSF Deflection Limit = 80 (Span / Deflection Limit) • • • • S = (B(D)^3-81(D1)^3) / 6(D) A = (B * T2)2 + (D1 * T1)2 = 1.4683247 = 0.9408 Ix = S * (D / 2) Sy = (D(B)"3-D1(B1)"3) / 6(B) = 3.6708118 = 0,608024 ry=(ly/A)A.5 ly=Sy*(B12) = 0.8039179 = 0.608024 Aluminum Construction Manual Spec #7 - Compression in Columns Spec 7 L / r = 82.097934 82.097934 82.097934 > 66 Therefore Fc = 51000/(L/r)"2 82.097934 Fc = 7.5666861 KSI Fc = 20.2 - Spec #9 - Compression in Components of Columns B1/T2 = 12.931034 12.931034 < 16 Therefore Fc = 19000 PSI Fc = 19 KSI H/T = 95.4 95.4 > 39 Therefore Fc = 410/D1/T1 Fc = 5.1362683 KSI 5.1362683 KSI Governs 12.931034 12.931034 1034 95.4 95.4 205 Box Columns Stress Increase = 1 At 4'- 0" Spacing Uniform Load (w) = 90.16 P/A/Fc + M/S/Fb <= 1.00 * 1 L = 11. 670g4� Ft • • • • Deflection = 5wL14 / 384EI L = 13.949297 Ft :...:. Maximum Allowable Span = 11.67M43 Ft . At 4'- 6" Spacing Uniform Load (w) _ 10:042 "•' PIA/Fc + M/S/Fb <= 1.00 * 1 L = 11.Ob2622 Ft • Deflection = 5wL14 / 384EI L = 13.,V 2245 Ft • Maximum Allowable Span = 11.002622 Ft .... At 5'- 0" Spacing Uniform Load (w) = 112.7 P/A/Fc + M/S/Fb <= 1.00 " 1 L = 10.438003 Ft Deflection = 5wL14 / 384EI L = 12.94938 Ft Maximum Allowable Span = 10.438003 Ft At 5'-- 6" Spacing Uniform Load (w) = 123.97 P/A/Fc + M/S/Fb <= 1.00 * 1 L = 9.9522457 Ft Deflection = 5wLA4 / 384EI L = 12.544444 Ft Maximum Allowable Span = 9.9522457 Ft At 6'- 0" Spacing Uniform Load (w) = 135.24 P/A/Fc + M/S/Fb <= 1.00 1 L = 9.5285498 Ft Deflection = 5wLA4 / 384EI L = 12.185833 Ft Maximum Allowable Span = 9.5285498 Ft At 6'- 6" Spacing Uniform Load (w) = 146.51 P/A/Fc + MIS/Fb <= 1.00 " 1 L = 9.1547346 Ft Deflection = 5wLA4 / 384EI L = 11.865003 Ft Maximum Allowable Span = 9.1547346 Ft At 7'- 0" Spacing Uniform Load (w) = 157.78 P/A/Fc + MIS/Fb <= 1.00 * 1 L = 8.821723 Ft Deflection = 5wLA4 / 384EI L = 11.575497 Ft Maximum Allowable Span = 8.821723 Ft 111 MMM5 0GinEERiNG, INC. LICENSE # 11955 NAME: 2-1.00 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 / TEL: 305.822.3141 • FAX: 305.822.3161 DATE: PROJECT:! �/a i 1 - _ SHEET: —_— OF 0 y 1 } LEGEND in cn L ADJACENT No Access 1 O 4' CLF 86.00 1 —x x x —x 0.40' CI. 1 � 5' U.E. ADJACENT 3' CLF L L A. LI �S b CONC.) . rN 6 m 3.00' 0.05' Cl_— 1.S5' Cl.—o x o 4' CLF ^ 7.45' 20.90' METAL . . GATE CONC. o DRIVE O • v PORCH 25.30' 15' L c One Story Residence No. 1247 19.85' in \ 12.55' ^ COVER, � JVENTRY. LLLLL ' LLLLL 21.40' _L TILED WALK A`LL! LL L_L LL LL - TILED _LLL WALK _LLL V Fnd. 1/2" I.P. x x x Ne 1 B•j — 7 1 .35' Cl. LLLL L L V L� I L L`L L L L L N 0. L L` c L L v L 11 STEPS 19.65' 0 m. 0 ' L _ LLU LI L. _LLL LL LL LLL O O _ALL LLi. ALL Fnd. 1/2" LP: 86.00 . (No I:D:). �c • - I S' CONC. SDWK. o `1.30' CONC o ASPHALT VALLEY GUTTER l W.M. "' DRIVE 24' PARKWAY 20' ASPHALT PAVEMENT N.E. 101 st STREET (Publicly Dedicated Per Plat) b 4' CLF x x 0 x � 0 m x TILED STEP 1.30' CI. -1.30' 'LL 1.35' 9.90' 1 Fnd: 112', I.P. cz-1 (No I.D.) O. o = Central Angle A = Arc N.E. 102nd STREET A/C = Air Conditioner — — — — ASPH = Asphalt w 880 = Barbecue D C = Calculated �=J 1 2 3 4 O� a� ; CB =Catch Basin 8 — got P�Rcfc ��p Q CBS a Concrete Block Structure CH a Chord M Chatta. = Chattahoochee I O 9 8 7 S �� ii = Center Line = ��6 �� Z CLF = Chain Link Fence .// CI. a Clear — — — — Conc. = Concrete N.E. 101 st STREET D = Deed O — — — 0 = Diameter S DH = Drill Hole Location Sketch DME = Drainage & Maintenance Easm't NTS Easm't = Easement Enc. = Encroachment F.H. = Fire Hydrant FIP = Found 1/2' Iron Pipe T P2D ��. Ste. _ � �•,` -e �, l /1 FIR =Found 1/2" Iron Rebar �� O • � P�' r (...�,�a �j FPL = Florid•na Power & Light ID • = Idenl ,caUoii • 6 • • • : • V• • = Iron Pipe • • LB = Licer;Q4 4ipess • • MC • • = Lake%4aintenance Eaww :: • LEGAL DESCRIPTION: r.p.• • • = Light Pole* • Lot 6, Block 185, BAY BREEZE SECTION, MIAMI SHORES, accordingto the Plat thereof, as M • • = Measured • • •... MAINT• = Maint"pL. • recorded in Plat Book 42, Page 25, of the Public Records of MIAMI-DADE County, Florida. ?A** = Mairenance Easemev7P • • • • • • • = Monumcntoune • . ; • 4•,=Morw4gt •••••• CERTIFIED TO: Robert K. Mitchell; Law Offices of Gerald K. Schwartz, P.A; Old Republic ,m = Not Applicable .• National Title Insurance Company; Plaza Home Mortgage, Inc. / = Nail & r N° = NurRber e....:. NTS • = Not200 Solis • PREPARED FOR: Robert K. Mitchell, 1247 N.E. 101 Street, Miami Shores, FL 33138 O.0 Offset...... .u.L. = 04ne,,3 Uyrty LinER • P =Plat •••• Encroachments: PB = Plat Book PC =Point of Curvature 1. Portion of the asphalt drive is encroaching over the South boundary line into the street PcP = Permanent Control Point Rlght-Of-Way (N.E. l 01 St Street). PG = PageP.I. = Point of Intersection 2. Portion of the 4 foot high chain link fence is lying within a 5 foot wide utility easement PKWY - Parkway along the North 5 feet. R = Property Line PL = Planter 3. Portion of the abutting 15 foot wide cncrete sidewalk is encroaching over the South PLS = Professional Land Surveyor boundary line. P.O.B. = Point of Beginning P.O.C. =Point of Commencement P.P. = Power Pole PRC = Point of Reverse Curvature Surveyor's Notes: PRM = Point of Reference Monument • All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal PT = Point of Tangency ownership of fences not determined. R = Radius • Encroachments Noted: 3 Res. = Residence • Underground structures, ifany, not located. R.L.S. = Registered Land Surveyor • Bearings, if shown, are based on assumed meridian or Plat of Record. RNG = Range • Lands shown hereon were not abstracted for easements and/or right-of-ways of records. R/R = Railroad • Legal description provided by client. RSM = Registered Surveyor & Mapper • This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from R/W = Right -of -Way encumbrances. ABSTRACT NOT REVIEWED. S= Sidewalk There may be additional restrictions not shown on this survey that may be found in the public records of this county. Seec.c. = Section • T =Tangent ABSTRACT NOT REVIEWED. TWP = Township • This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does U.E. = Utility Easement not extend to any unnamed party. UTIL. = Utility • This survey was based on the monuments found on the field. No construction in any manner should be made W.F. = Wood Fence without the prior written consent of the Surveyor. W.M. = Water Meter WME = Wall Maintenance Easement SURVEYOR'S SEAL BOUNDARY SURVEY MOJARENA & ASSOCIATES, INC. Unless it bears the signature Land Surveyors & Mappers and the original raised seal of = W=f E Certificate of Authorization No. 6698 a Florida licensed surveyor and 5 P.O. BOX 56-0126 mapper, this map/report is for informational purposes only Miami, FL 33256-0126 (305) 278-2494 and is not valid. oe REVISED: FLOOD ZONE: AE BASE: 8 NELSON MOWNA DATE: SCALE: DWN. BY JOB NO, Registered Surveyor & Mapper No. 5504 State of Florida 08-28-17 1 " = 20' N.M. 17-0158 FLORIDA BUILDING CODE, 2017 COASTAL & NON- COASTAL ZONE (ASCE 7-10 175 MPH EXP. "C") (ALLOY 6061-T6 OR 6005-T5) MANSARD BEAM SCHEDULE COMBINED LOAD OF 10.84 PSF ROOF & 20.12 P.S.F. WALL ACTING SIMULTANEOUSLY Box Bm. 2 X 7 .12 .055 LAP 1 3'-1 " I I '- I O" I O'-8" 9'-7" 8'-G" Box Bm. 2 X 8 .224 .072 LAP 23-2" 2 1 '-9" 20'-5" 19'-4" 18'-3" Box Bm. r2'X,9_. .306 .082 LAP r30' O 28'-4" 20-10" 25'-G" 24'-4" Box Bm. 2 X 10 .389 .092 LAP 35'-7" 33'-8" 32'-0" 30'-7" 29'-3" 90PU-BRACKET MAY BE USED IF PROPERLY POSITIONED. ADD 31e' PLATES EACH SIDE OF BEAM. (ONLY WHERE THERE ARE NO INTERNAL PLATES.) - .22" THICK U-BRACKET WITH Y"THRUBOLTS EACH END OF EACH BRACE. ROOF -BRACE DETAIL }" X 1 }" X J" DIAGONAL WIND BRACING. 4 ROOF BRACING LA 1 1/4" X 1 1/4" X 1/8" BRACE. •2 X 2 X 1/8" ALUMINUM ANGLES W/ ,91A C M C AIM' Y 1" AN(:Hf)RC MIN. 8 X 8 CUNT. GONG. FOOTING W/ 1-#5 BASED ON SOIL BEARING CAPACITY = 2000 PSF _OE'ANCHORING TO FOOTING 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 WHEN USING 4 ANGLES, 1/4"X 3" ANCHORS MAY BE USED. ANCHOR BOLTS TO EXTEND 1 1/4" BEYOND CHATT. OR BRICK PAVEMENT SURFACES 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. 2X3 USE 3/16" X 5 X (DEPTH OF BEAM) PLATES ON ALL �) INTERIOR ROOF BRACES WHERE INTERIOR • Wd SPLICE PLATES DO NOT EXSIT. 2 X 3 X .050" PURLIN. • • ••O 1 1/4" X 1 /4" X 1/8" TUBE BRACE. • • i • .z .22"THICK U-BRACKET• ^� .WITH 3/8" THRUBOLTS • EACH END OF EACH BRAG _2 X 3 X .070" EAVE - c::TYP=ROOF-BRACE: DETAI= 5 m Q nC #10 X 1 1/2" SMS. (6061-T6) O 2 EACH SIDE OF COLUMN. � LL. PLACED INTERNALLY. O O 1/4" X 3" TAPCONS MAY BE USED AS FOLLOWS: F r- 2 TAPCONS FOR UP TO 17-0" SPAN �O 4 TAPCONS FOR UP TO 24'-0" SPAN. O 3" AT EACH COLUMN. AND 20" ON CENTER BETWEEN COLUMNS 0 �n I-- O O 0 J J 1 ; 4 REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMMS ENGINEERING, INC. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY C REVISIONS W U 0 U Q U w LL i w z z Q N U 0 z fil oIt � W o= U/� Q Ln VJ � r 2-27-12 Z',CALf. JOB No: SHEE -...I Q OF: 3 ( 2X3, 2X4, 2X5 AND 2X6 BOX BEAMS) USE 1/8"X 2"X 8" STRAPS WITH 60" MAX. 2X2X1/8" ANGLE W/ #14 SMS 6 #14 SMS TOTAL. ( 3 EACH SIDE OF SPLICE) 3" AND 4" BEAM AND 3/8"x 3" ANCHORS TYPICAL. T—+ (2X7, 2X8, 2X9 AND 2X10 BOX BEAMS ) USE 1/8"X 2"X 12" STRAPS WITH V RIo 0 00 0 ° 1 1/2" 72" (MAX) 14 #14 SMS TOTAL. (7 EACH SIDE OF SPLICE) 3/16" X 1 1/4" STRAPS MAYBE USED O o 0 / IN PLACE OF 2 " STRAPS. �' p ° 3" RISER X 12" WIDE 24typicalALUM. ROOF PANEL ALL PLATES 7" VAR S o o O o 2 3/16" PLATES WITH #14 SMS AS SHOWN 0 0 p O d CUT PLATES TO FIT INSIDE OF 4" BOX BEAM O 0 O o BOX BEAMS AS SHOWN ON DETAIL 3„ BOX BEAM o °0 2 m ° V RIESo 'O 0 0 1 7�8• 9„ ° ° 6°" BOX BEAM p \ 0 o 0 ° typied 3' V RIES �V RIES 0 0 0 2d ° 3 o° O 0-7 ° 0 O °°O O O°O O O 0 °O o O O 2°o 21 ° typical 9"� g" 7" BOX BEAM 8" BOX BEAM V 0 0_0.1 ) �• V RIES o O O ° 0 32 O O 41/4„ r0 O O O O 0° O O 0 00 O O \O ` typical s, O ° 23- g typical 9 3/4" (:9_'5OX-BEAM 2 X 3 X X," ANGLE 7" LONG WITH 3Y4" THRUBOLTS TO COLUMN. 11A" TN 10" ROX REAM 2X3 AND 1 X2.. LAP BEAM. CORNER DETAIL 2X3 ROOF MEMBERS. 1 "X2-1 /2"X1 /16" COVER PLATE WITH #10 SMS 5" BOX BEAM / #10 x 1 1/2' SMS 2"X2"X1/8"ANGLE END WALL WITH 2 #10 S.M.S. COLUMN IN EACH LEG OVERLAP BEAM TO COLUMN _ AND FASTEN WITH 3 #14 SM BASE ANGLES EACH SIDE AS SHOWN. MIN 2"X 2"X 1/8" USE 4 #14 SMS FOR 802 & 902 BOX BEAMS) END WALL POST DETAIL 2"X2"X1/8' MANSARD BOX 2" NOM. FASCIAr BEAM SPLICE DETAIL I SPECIAL Z BRACKET 7" LONG AT EACH ALUMINUM RAFTER FASTENED TO FASCIA WITH 35/e" X 3" LAGS. --I 2"X2" "K" BRACING (OPTIONAL) Fol DICATES 2 X 2 NGLES 4" LONG WITH 2"X2" CHAIR RAIL 2"X2" CHAIR RAIL4 XIn' S.M.S. INTO TRUSSES AND #14 X 2" S.M.S. INTO FASCIAS. - TYPICAL ELEVATION 2 X 3 X Y1e" ANGLE 7" LONG WITH 3Y," THRUBOLTS TO COLUMN. 0 0 3„ X 3 X %6" ANGLE 7" LONG O ATH 3Y4' THRUBOLTS TO OLUMN. 0 0 3 VIEW OF "K" BRACE CONNECTION. O 0o NOTE: LARGER PLATES MAY BE USED IF REQUIRED. K- BRACE DETAILS WITH 2 #14 SMS 2X3X.050" PHRI IN BEA ro L o 2" NOMINAL IN EACH LEG ! % r BEAM TO COLUMN CONNECTION NUOUS DIVERTER 1X2 MEMBER BOX BEAM (optional) \ 2X2 S/'16' X / ANGLES /16 F @ EACH BEAM ° 2" NOM. FASCIA e / AND 1 "O.C. STAGGERED- 2 X 2 X'xs' ANGLE BOX BEAM 3" LONG WITH Y4" BEAM CONNECTION THRUBOLTS AS SHOWN. USE 2"X 2"X 3116" ANGLES WITH TWO 1/4" THRU BOLTS & TWO 3/8" LAGS TO FASCIA #14 SMS MAY BE USED IN PLACE OF 1/4" THRUBOLTS #14 S.M.S. AS SHOWN. • O Y4' THRUBOLTS AS -{O SHOWN. • • O 3Yz" X 6" X Ye" PLATES. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY ROBERTS . OBERTS. MONSOUR FOR EACH SUBMITTAL. 3 X 4 Xy" PLATES WITH 2- #14 S.M.S. AS SHOWN. BOX BEAM BOX COLUMN 2 X 2 BRACE WITH Yd' PLATES EA. END WITH #14 S.MS. AS SHOWN. - 4- #10 X 2" LONG S.M.S. WITH WASHERS. TAIL. 1 "X2-1 /2"X1 /16" COVER PLATE WITH #10 SMS. X 1 1/2" SMS. 2X2X1 /8" ANGLES DOUBLE 202 WITH a %"X6"LAGS. 2@ ° EACH COL. & @ 24" D.C. o • O ••••� EXTRUDED GUTTER FASCIA CONNECTION FOR DOMES • •' SPECIAL Z-BRACKET 6" LONG AT EACH ALUMINUM RAFTER • • • FASTENED TO FASCIA SPECIAL Z BRACKET V&ONO 3 5/16"X 3" LAGS CONTINUOUS 1 X 2 MEMBER i3 4" WIDE GUTTERS ONLY. WITH #14 X 1Y2" S.M.S. @ 24" R ts. : • • O.C. ALONG GUTTER. • FASCIA #14 X 1 1/2" SMS • • • • / L C ` O \ O O EXTRUDED GUTTER. GUTTER INDICATES 3L" X 8" LAGS INDICATES 3/8"X 8" LAGS AT EACH BEAM COVER PLATE WITH #10 SMS. BOX BEAM 2" FILLER BLOCK 1'"A 5"X 1/8" OR 1"X 7"X 1/8" CONTINUOUS ANGLE WITH 1/4" THRUBOLTS AS SHOWN. CONTINUOUS 1X: CBS WAL - ALTERNATE 1" FASCIA WITH 2" SUB FASCIA. 2 X 2 X Y ANGLES WITH Y," X 3" ANCHORS AND #14 S.M.S. USE %" ANCHORS 2 X 2 XYs" ANGLES FOR 2 X 7 AND GREATER WITH 2-#14 S.M.S. TO BEAMS. THE COLUMN AND BOX BEAM DETAILS Y4' X 3" ANCHORS. 4 - #10 X %" S.M.S. (INTERIOR) @ EACH PURLIN.---j COLUMN 2 X 2 XYe" ANGLES WITH 2-#14 S.M.S. TO THE COLUMN AND Y4' X 3" ANCHORS. PORCH DETAILS. TO #10 OT OM. - 2 X 3 PURLINS BOX BEAM AT EACH BEAM LOCATION CAULK EA. LAG. L� L �" BEAM CONNECTION USE 2"x 2"x 3/16" ANGLES �-- WITH 3/8" LAGS TO FASCIA AND 1/4" THRUBOLTS TO BEAM. C) MAX. 4" WIDE GUTTER MAY BE USED AS SHOWN ON BEAM TABLE SHEET #1 ce ( MAX. LOAD = 1100#) O GUTTER BRACE DETAIL In Y6" U CLIP WITH #10 X 1" S.M.S. AS SHOWN. h- N 0 0 } O .-1 i Q REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMMS ENGINEERING, INC. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY ROBERTS. MONSOUR FOR EACH SUBMITTAL. REVISIONS D.R. 2 15 18 U o y d� o (I)• 4< vim• O H J • •••••• `/•• •tea \V • •••• •••••• • • ••m 6 •I J • • U Q. O I—j 0 U X W w w Z)O p N (.)0 Z w U W o= FN� I a. u Q VJ DRAWN BY: JUANJARA DATE: 2-27-12 SCALE: JOB No: SHEET 2 OF: 3 SPECIAL Z BRACKET 7" LONG. 4" WIDE GUTTERS ONLY. ----\ 1/8" ANGLE BRACKET WITH (9) #14 X 3/4" SMS TO WALL MEMBERS 1 T .220 .216 11 .19011 / e _® - — � 5/16" YE -BOLT - CLOSED WITH DOUBLE NUTS #14SMS #12SMS #10SMS I ®� 3.751. 1 ®1 tJBLE COMPRESSION SLEEVES 1 IND, 1/8" STAINLESS STEEL CABLE 16, / N O N _ O O 1/8" STAINLESS STEEL CABLE .15" y 1/8" STAINLESS STEEL CABLE CUT FROM 1X5" ANGLE rDOUBLE COMPRESSIONSLEEVES ® I --. 4" Z-BRACKET 6" SUPER BRACKET WITH (4) %" X 2)4" LAG BOLTS TO FASCIA. 2 X 3 X Y," ANGLE @ EACH SIDE OF ROOF BEAM WITH (4) #14 X %- S.M.S. TO ROOF BEAM AND (2) %- X 8" LONG BOLTS AND L (3) #14 X V S.M.S. TO GUTTER. 2 X 3 X Y<" ANGLE @ EACH SIDE OF ROOF BEAM WITH (4) #14 X 3/a' S.M.S. TO ROOF N BEAM AND (2) %" X 8" LONG BOLTS AND (3) #14 X V S.M.S. TO GUTTER. 125 L I _ ALTERNATE GUTTER SIZE. 1875 .5R 125R l .5R 1 ' ALTERNATE END NON LOAD BEARING WALL SQUARE FOOTAGE 1-145 146-273 274-363 364-416 417-443 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 QUANTITIES ABOVE ARE FOR 3 SIDED ENCLOSURES. TOP RAIL REFER TO ENGINEER'S SITE SPECIFIC PLAN FOR OTHER CONDITIONS. LUMN USE ONE SET OF CABLES ON RETURN WALLS FOR SPANS OVER 16 FEET. R RAIL 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESSIONSLEEVES 1x2 BOTTOM RAN,/ �r L— \\ 3" A.S.T.M. A-36 STEEL CLIP WITH (2) \ �•.. >:.� 3/8" X 3" SLEEVE ANCHORS TO CONCRETE DECK 3/8" SLEEVE ANCHOR THIS CLIP MAY ALSO BE USED ON SIDE OF / CONCRETE SLAB. MAINTAIN 2" MIN. EDGE DISTANCE. 1 1IA" Y F 9;/8" X 1/8" FLAT BAR CABLE BRACING DETAIL 4.825" 2 X 3 Xy" ANGLE @ EACH SIDE OF ROOF 8" SUPER BRACKET WITH (4) 3/8" BEAM WITH (4) #14 X %" S.M.S. TO ROOF X 2 1/2" LAG BOLTS TO FASCIA BEAM AND (2) %- X 8" LONG BOLTS AND (3) #14 X 1" S.M.S. TO GUTTER. ROOF BEAM o FASTEN SUPER GUTTER TO 125R THE HOST STRUCTURE WITH .75R 1/4"x 2 1/2" LAGS 20" O.C. .1875 .125R� g Q 1 2" NOMINAL FASCIA 5" GUTTER BRACKET DETAILS. SUPER GUTTER ROOF BEAM F- 0 %0 ce O NOTE: WHEN 1 X 2 PERIMETER MEMBER IS USED, USE 2 SETS OF A- ANGLES. O 0 O O -i -j O < O O ` Z � I 2 X 2 X Y" ANGLES WITH #14 S.M.S.- ✓✓✓ 2" NOMINAL FASCIA 1 I J REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMMS ENGINEERING, INC. THIS PLAN IS INVALID UNLESS SIGNED AND SEALED BY ROBERTS. MONSOUR FOR EACH SUBMITTAL. REVISIONS D.R. 7 24 1 5 I I � m � o V �a W ' Z � • G IL i • v • •� a .... ...... ••••.s F U O 0 O U w W W Z) O Q N U 0 Z W o � � O = U QO DRAWN BY: JUANJARA DATE: 2-27-12 5CALE: JOB No: SHEET 3 OF: 3