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SENC-18-1651
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit:NO.. ENC-6-' 8-1651. Permit,Type: Screen Enclosures Work Classification: New 'Pennit'Status: APPROVED Date; ' /12/2018 • Expiration: 01/08/2019 Applicant 1249 NE 100 Street Miami Shores, FL 33138- 1132050080060 Block: Lot: LACY BESECKER Owner Information Address Phone Cell LACY BESECKER 1249 NE 100 Street MIAM SHORES FL 33138- (316)841-6542 Contractor(s) MARCO ALUMINUM Phone 305-861-8004 CeII Phone Valuation: $ 3,700.00 Total Sq Feet: 336 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: INSTALL SCREEN WALL ON EXISTING CE Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $2.40 $2.00 $2.00 $0.80 $35.00 $111.00 $45.00 $9.00 $3.20 Total: $210.40 Pay Date Invoice # 07/12/2018 06/15/2018 Pay Type Amt Paid Amt Due SENC-6-18-67946 Check #: 1422 $ 160.40 $ 50.00 Check #: 1414 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Slab Final Review Building Review Structural Review Planning 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, P- MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and • ni • • Futhermore, I authorize the abflve-named contractor to do the work stated. nature: Owner / Applicant / Contractor / Agent July 12, 2018 Date Buil • ing Department Copy July 12, 2018 1 \j BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department 1UN 15 70161 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. vff NC- te-16Si Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i2461 t • C t DO ZT City: Miami Shores County: Miami Dade Zip: • Folio/Parcel#: 7/-g7e7 L 2 ' "00 v Is the Building Historically Designated: Yes '^ NO Occupancy Type: Load: Construction Type: Flood�Zone: BFE: FFE: / OWNER: Name (Fee Simple Titleholder): �- %c 1 D C i'ec vft rjC- Phone# 71 4— e'y/'7 G► �Jz Address: 1.2-441 G 1 ot7 ST City: 61 I A 111 o2.�* State: VC(Sr Tenant/Lessee Name: Phone#: Email: Zip: CONTRACTOR: Company Name: MAQtO Q t )r'1 l %WM Phone#: 3 Or7 - O t I- 001>f Address: l 4 2 i(72.'- Jn 1 OCL Or* M(('►l'� i City: Mt•J e t L) - State: Qualifier Name: M IaQ.-X [: • Gj W QJ Qj tr 2.6 State Certification or Registration #: Certificate of Competency #: D 1 e70 43 CIJtQ.(A)S DESIGNER:Architect/ 11ine G✓ TNO S� �v1 Phone#: ”%-t - /2% - 2O2g Address: 113 G0 � ' STpp City:a State:• Zip:/ PLQNTA1 LD �La3 31 Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration / •1 A Description of Work: ' /•)' tQ1 ,CQLC�J (AklL o IJ LXIZT'INh G(S cove 2 ctt >4 A 2 A vt Zip: 3 141 Phone#: I- e,0q Square/Linear Footage of Work: ❑ New ❑ Repair/Replace Ti Demolition Specify color of colorthru tile: x r, Submittal Fee $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Permit Fee $ t • CO Radon Fee $ • a CCF $ CO/CC $ DBPR $ Z- 00 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ I G° �-b (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 'I./b•• ? 1 . r..11` 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 andconstruction lien law brochure will be delivered.to the person whose property is subject to attachment. Also, a certified copy of the teco ded 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 nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. . Signat OWNER or AGENT The foregoing instrument was acknowledged before me this } ..(O . day of VUrl.k , 20 , by LaC « i 50,C , who is personally known to me or who has produced 1/ovid :f vi Lan as 9r//. ♦ lt'fZ14Ct? identification and who did take an oath. ( NOTARY PUBLIC: Sign: a r� Print: /4t✓L� 171Ii{� Seal: * 'Fore.0Air APPROVED BY 0 3 (Revised02/24/2014) KARLABERNAL Commission* GG 187138 Expires February 18, 2022 Bonded Thu eudest Nohvy Sonias ?pip Signature ui The fo CONTRACTOR :; p t , • oing instrument w s acknowledged before e this —. day of . ¢'I r1 .• > a ,, 20 1 by pride_A .= WAN 6 ,, w o is personally known to me or who has produced fly Q 510415 'to identification and who did take an oath. NOTARY PUBLIC: Seal: BARBARAZEEMAN * -, . * MY COMMISSION # GG 081186 e EXPIRES: February 15, an1.0E F�o�`�c Bonded Thru Budget Notary Bakes *************************************_**************** U Plans Examiner Structural Review (4,\kA Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-3205-008-0060 Property Address: 1249 NE 100 ST Miami Shores, FL 33138-2603 Owner KURT ALLAN BESECKER LACY KAY BESECKER Mailing Address 1249 NE 100 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 2/2/0 Floors 2 Living Units 1 Actual Area 2,739 Sq.Ft Living Area 2,184 Sq.Ft Adjusted Area 2,352 Sq.Ft Lot Size 7,950 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $286,036 $286,036 $266,033 Building Value $393,255 $167,857 $168,117 XF Value $3,540 $3,590 $3,639 Market Value $682,831 $457,483 $437,789 Assessed Value $682,831 $333,052 $326,202 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $124,431 $111,587 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). S rt Legal Description 5 53 ',) GORDON SHORES PB 45-8 E25FT LOT 5 & W5OFT LOT 6 BLK 1 LOT SIZE 75.000 X 106 nR 1F919-1dr17 ncal 1 httns://www.miamidade. aov/nronertvsearch/ Generated On : 6/15/ Taxable Value Information 2018 2017 2 County Exemption Value $50,000 $50,000 $50 Taxable Value $632,831 $283,052 $276. School Board Exemption Value $25,000 $25,000 $25 Taxable Value $657,831 $308,052 $301. City Exemption Value $50,000 $50,000 $50. Taxable Value $632,831 $283,052 $276 Regional Exemption Value $50,000 $50,000 $50 Taxable Value $632,831 $283,052 $276. Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 04/12/2017 $950,000 30498-2946 Qual by exam of deed 11/26/2010 $350,000 27546-4907 Financial inst or "In Lieu of Forclosure" stated 08/11/2010 $360,100 27400-1372 Financial inst or "In Lieu of Forclosure" stated 04/01/2007 $785,000 25614-0263 Sales which are qualified 6/15/2018 CTqB Construction Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY 05BS00483 J ALUMINUM INC. D.B.A.: ANBER MARK A tified under the provisions of Chapter 10 of Miami -Dade County DRIVER LICENSE CL SS :3516-541-53-087 ANTI' iNY S .......LMANDY DR APT 4 MIAMI BEACH. FL 33141-4740 DOB 03-07-1353 SE % M ISSUED 02-10-2017 r 11 EXPIRES 03-07-2r REST ENDOAS E SAFE DRIVER Dperabon or • motor vetucle constitutes consent to orP, sobf koy tesi MCgUtled by raw. Local Busi ness Tax Recei pt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 5571154 BUSINESS NAM E/LOCATION MARCO ALUMINUM INC 1743 NORMANDY DR 4 MIAMI BEACH, FL 33141 OWNER MARCO ALUMINUM INC Worker(s) MIAMI•DADE RECEIPT NO. RENEWAL 886524 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A Art. 9 & 10 SEC TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR 10 05BS00483 PAYM ENT RECEIVED BY TAX COLLECTOR 56.25 01/09/2018 0210-18-001891 This Local Business Tax Receipt only con"rms payment of the Local Business Tax. The Receipt is not a license, perm t, or a certi "cation of the holder's qual i "cations, to do business. Holder crust comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The REM PT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. rnr more i nfornati on, visit www.ni ani dade.gov/taxool I ector Municipal Contractor's Tax Recei pt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 05BS00483 BUSINESS NAM E/LOCATION MARCO ALUMINUM INC 1743 NORMANDY DR4 MIAMI BEACH, FL 33141 OWNER MARCO ALUMINUM INC MIAMFDADE RECEIPT NO. 7524653 EX PIRES SEPTEMBER 30, 2018 TYPE OF BUSINESS SPECIALTYBUILDING CONTRACTOR Pursuant to County Code Sec 10-24 PAYM ENT RECEIVED BY TAX COLLECTOR 200.00 01/09/2018 0210-18-001891 This receipt is not valid in the following Municipalities: Aver Doral,htaleah,Key Biscayne, Miami Cerdens, Miani Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. For more inforrration, visit www.niarridade gov/taxcollector STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY EXEMPTION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW II AFFECTIVE DATE: 9/17120'7 EXPIRATION DATE: 9,17/2019 >ERSON'. SWANBERG MARK A FEIN: 900128569 BUSINESS NAME AND ADDRESS. MARCO ALUMINUM INC 1743 NORMANDY DRIVE APT 4 MIAMI BEACH `L SCOPE OF BUSINESS OR TRADE: 33141 Non Or Steer Ereccon Frame Stmctvres Not Over wo Stones In He,gnt 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: 9/17/2017 EXPIRATION DATE: 9/17/2019 PERSON: SWANBERG FEIN: 900128569 BUSINESS NAME AND ADDRESS: MARCO ALUMINUM INC 1743 NORMANDY DRIVE APT 4 MIAMI BEACH FL SCOPE OF BUSINESS OR TRADE: Iron or Steel: Erection J Frame Structures Not Over Two Stories In Height 33141 MARK A 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 Date: June 19, 2018 State of Florida County of Miami Dade Before me this day personally appeared Mark A. Swanberg who, being duly sworn , deposes and says: That he or she will be the only person working on the project located at: 1249 N.E. 14 treet, Miami Shores, Florida Sworn to (or affirmed) and subscribed before me this c22r/ day o 20a, by R Prci A . S Lej ( 10C . Personally know // / OR Produced Identification ci 67 4 6 `t5 3 -og96 Type of Identification Produced FL-bik- k-+; Print,Type or Stamp Name of Notary l•YpBek, BARBARAZEEMAN * .+ * MY COMMISSION # GG 061186 \o. EXPIRES: February 15,2021 or P�°�' Bonded Thru Budget Notary Bervlces MARCO Aluminum Inc cc# 058500483 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 p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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 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. Signatu IK15g_0(4,9, Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this ��day of 31) (1-C ,201y3 By Li @ ( b f , 5i, ),) e ( who is personally known to me or has produced fL One/ Li CC6-e as identification. Notary: N iirto 1( SEAL: 0tYcY.?0s,„ DIAMOND CUR11S MY COMMISSION # GG 117R751 RES: February 26, 2021 9lFOFIF�°4G Sanded lThni Budget Notary Services ACORa' ‘,�--- CERTIFICATE OF LIABILITY INSURANCE _ DATE (MWDD/YYYY) 6/15/2018 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 Si North Miami Beach FL 33162 CONTACT NAME: Tamieah Charles (A/COo, EXt): 305-956-7818 X304 tq c, No): 305-956-5946 ADDDADRLRESS: Katym@assureus.us m@ assureus.us INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Nautilus Insurance Company INSURED Marco Aluminium, Inc., Marco 1743 Normandy Drivc#4 Miami Beach FL 33141 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F: COVERAGES CERTIFICATE 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 NSURANCE 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. INSR LTR TYPE OF INSURANCE AUULDU INSD CN WVD POLICY NUMBER POLICY Ei-F (MM/DD/YYYY) POLICY OLP (MM/DDNYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y NN766171 02/05/2018 02/05/2019 EACH OCCURRENCE $ 300,000.00 CLAIMS -MADE X OCCUR UAMAUt IU NtNILU PREMISES (Ea occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 300,000.00 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 600,000.00 PRODUCTS - COMP/OP AGG $ 300,000.00 $ AUTOMOBILE - - LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS - _ - SCHEDULED AUTOS NON -OWNED AUTOS Y COMBINED SINGLE LIMI I (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPER I Y DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAR _ OCCUR CLAIMS -MADE Y EACH OCCURRENCE $ AGGREGATE $ DED 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 PER STATUTE OI H- 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) CC#05BS00483 0029 Metal Awning & Shutters 0048 Screen Enclosures CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ya�t -t.c a Fcc- n.a+n.d . ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD yyp " .i.:•i t: 1_ € G a o taa: f0 LOT 4, BLOCK 1 ro 0 LOT 3, BLOCK 1 F.I.P. 5/8" NO I,D. 0.6'E,1,2'N FENCE,0.4'S,0.6'E 0 Lri w T 1- O O CV .. . 0 w 0 w D -J 1--- 0 - w0 J Z 00 C.)FENCE,0.3'E 0 >< CO Lt7 1- O J F.I.P. 5/8" NO I.D. F.I.P. 5/8" 0.8'E,0.9'N NO (75_00'),74.87'(M) 175.00'(P) $URVEY NOTES -CONCRETE DRIVE CROSSING THE SOUTH SIDE OF LOT. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS THE WEST AND EAST LOT UNES. S.I.R. 1 /2" LB #6135 725. x o THE E. 25.00' OF LOT 5 BLOCK 1 (INCLUDED x1.5. 1.5' Ir� r.\ —10.0'+- 0 S.I.R. 1/2" LB #6135 LOT 2, BLOCK 1 F 75.00' 5' U.E THE W. 50.00' OF LOTS BLOCK 1 (INCLUDED) 60' R/W (ASPHALT) 0.7'E,1,7'N 0) rid (50.00.) FENCE,0.1'S,0.0'W CORNER FALLS IN FENCE 8 O U 0 J CO F.I.P. 5/8" NO I.O. �0,7'E 1 7'N F.I.P. 5/8" ?50:00:) NO ID, 75.10'(Id) 0 0 0 • (SIGNED) Clyde ��---- McNeal CL YDE O. McNEAL, PROFESSIONAL SURVEYOR AND MAPPER #2883 PAGE 2 OF 2 PAGES BOUNDARY SURVEY SURVEYORS CERTIFICATE IHEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, OR A RAISED EMBOSSED SEAL AND SIGNATURE. Digllelly signed by Clyde McNeal DN: CN a Clyde McNeal, C US, 0 a Target Surveying, Inc. Dale: 2010.12.1312:45:45 05'00' LB #6135 TARGET sinivsftka, INC, S RV0G ALL EtbRIVA EbUNTIES • • • • •• • • •• • • • • • ••• 6250 tI, MILITRFIk TRAIL, SURE 182 WES.113Algi BEACH! RL 334dI PHONE (561) 640-4800 FACSIMILE (581) 640.0576 • • • • STATEWIDEPHOin (8p0) 224r4807 §TATEVID •ICSINIILE:800) 7:1.0576 • •• •• • • • •• •• 1 STRUCTURAL CALCULATIONS (Based on Florda Building Code 2017 Edition) For Proposed Screen Walls For: Besecher Residence 1249 N.W. 100 Street Miami Shores, Florida Miami -Dade County STRUCTURAL REVIEW APPROVED DATE Prepared by: Constantino "Gus" Tarnowski, P.E. Lic. No. 0050662 Tarnowski Enginering, Inc. 7360 N.W. 5th Street Plantation, Florida 33317 954-727-2027/954-727-9644 Engineering Business CA 0001W77.. . . . . • •• qus(atarnowskienq.com: . . • • . • .. ... .. . . . .. • ••• • ••• • • • • • • • •• • • . • • • • • •• •• • • •• •. • • . • •. •• •• • ••• • May 9, 2018 •• • • . • ••• • • • • • • • • • • • • •••• •• •. • 5//! it Table of Contents Besecher Residence 1249 N.W. 100 Street Miami Shores, Florida Miami -Dade County I. Wind Load Analysis Pages 1 II. Chair Rail Analysis Pages 2-5 III. Column Analysis Pages 6-7 Prepared by: Constantino "Gus" Tarnowski, P.E. Lic. No. 0050662 Tarnowski Enginering, Inc. 7360 N.W. 5th Street Plantation,. Florida 33317 954-727-2027/954-727-9644 ... . . . . . •• Engineering Business CA 0000967'.. • • gus@tarnowskieng.com • • .. . . • • • ••• • ••• • • •• • •• •• • •• •• • . • • • • •• •• • • •• •• • •• •• • •• • ••• • ••• • • ••• • • • • •• • • • ••• •• • • • •• .:•," 1.7 ••• • • • •• ••• • • ASCE 7-10 Load Calculation for Screen Enclosures . _ 18X14}. qZ = 0.00256KZKZtKdV2 Where: KZ = KZt Kd = V= ASDReductionFactor = 1.03 (1.03 EXP D) 1 0.85 I 175 ' I mph 0.6 qZ = 41.18 F=gZGCfAf Where: G = 0.85 Cf = 1.5 Af = 0.37 ASCE 7-10 (Section 26.9.4) (for E=0.4 and round members) (Per ASCE 7-10, Figure 29.5-2) F = 52.51 Af FroofA = FwallA = F roof = Fwall = F*0.7 = 36.76 Af F*1.3 = 68.26 Af FroofA FwauA*Af= 13.60 *Af= 25.26 = 14.0 psf 25.5 psf .. ... . . . . . .. . • • • • • • . • •• ... .. • • • .. •• • .• • • • • • • • • ••• • • • • • • .. • • .. • • • • .. • .. • • • • • ... • .. • ... • • . • ... • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • . • . . 0.. • • • 0.. • . ti N ND N. Exposure: C Wind Speed: 175 Beam Load: 5.00 4 Selected Beam: 202 Enclosure Type: Screen Wall Roof Load: 300 Roof Load: 0 Wall Load: 25.5 Alloy Type: 6061-T5/6005-T5 Brace Length: 1.5 Column Height: 10 Mansard Height: 0 Code: ASCE 7-10/FBC 2017 Member Case 1 BRACE WORKS DEFLECTION REQUIREMENT MET Case 1: Tarnowski Engineering fb = S fb < Fb mph ft lb psf Combined Load psf ft ft ft A_ WL3 60EI L = 1.5 H1 = 10 H2 = 0 H3 = 7 H4 = 3 Side Wall = 8 Non -Combined Load ft ft ft ft ft .. ... . . . • . .. . • • • • • • •• ..• •. • • • •• • •.• • •.• • • • • • • • • • •• . • • •• •• • •• •• • • • • • ..' • • •. • • • . • • • .. • • • • • •.• • •• . ••• • • • • ••• • • • • •• •• •• • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • ••• • • 5/9/2018 Eave Type = 202 Alloy: 6061-T5/6005-T5 Properties Area = 0.34 in2 Strong Axis c = 1 in (h/2) b = 2 in 3 3 h = 2 in Ix = 0.22 in4 lib12 tbt binner = 1.912 in hinner = 1.912 in 3 hb3 —h,b,3 Sx(Provided) = 0.22 in 6b ti = 0.044 in t2 = 0.044 in J = 0.33 in 2�t1(b-t2)2 x(h-tt)2 Aw = 0.172 in` bt2 +ht, —t22 —t12 L Af= 0.172 in bh3-b1h13 ly = 0.22 in4 12 Weak Axis in' bh3 —b1h13 0.22 Sy(Provided) = 6h b = 2 h= 2 Lb = 1.5 ft binner = 1.912 hinner = 1.912 Wstrong = 95.63 Ib/in wL ti = 0.044 2 t2 = 0.044 Mstrong = 286.875 in-Ib WL Aw = 0.172 in` 6 Af = 0.172 in` WWeak = 0.00 Ib/in wL 2 Results Mweak = 0.00 in-Ib WL 6 Fb = 15.44 ksi k = 1 Sx = 0.22 Mx = 3.39 in-Ib L = 18 in Deflection Limit = r = 0.80 in bh3 L/ 60 12A Dactual — 0.00 in P = 637.5 Ib Daiiowabie = 0.30 in a&c= 3 in b = 12 in •• ••• • • • • • •• • ▪ • • ▪ • = 25 Ib/in (Based on 300# point load) • • • • • • • • • • • • • R = 150 Ib • ••• • ••• •• • •• •• • • • • • • • • • •• • • • • • ••• • •• •• • • MLL = 900 in-Ib M = R, (a + R1) •'• • • •• • 2w ... .. • Tamowski Engineering • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • ••• • 5/9/2018 N N) Exposure: C Wind Speed: 175 Beam Load: 5.00 4 Selected Beam: 2X3-050 Enclosure Type: Screen Wall Roof Load: 300 Roof Load: 0 Wall Load: 25.5 Alloy Type: 6061-T5/6005-T5 Brace Length: 6.7 Column Height: 10 Mansard Height: 0 Code: ASCE 7-10/FBC 2017 Member Case 1 BRACE WORKS DEFLECTION REQUIREMENT MET Case 1: fb s Tarnowski Engineering • fb < Fb mph ft lb psf Combined Load psf ft ft ft A— WL3 60EI Lf L = 6.7 H1 = 10 H2 = 0 H3 = 7 H4 = 3 Side Wall = 8 Non -Combined Load • ft ft ft ft ft .. ... . . . . . . . . . • • . .• ••• •• • • . .. • ••• • ••• • • •• • • • •• • • • •• • • . • • • •• • •• •• •• •• • • •• •• • •• •• •• •• •• • •• • ••• • • • •• • ••• •• • •• • ••• • • • • ••• • • • •• •• •• • • • •• •• •••• •• •• • •• • • •• • •• • • • • •• •• • • • •• • ••• • • • ••• • 5/9/2018 Eave Type = 2X3-050 Alloy: 6061-T5/6005-T5 Area = 0.49 in2 c = 1.5 in (h/2) in4 hb3 — h1b13 Ix = 0.64 12 Sx(provided) = 0.43 in s hb3 —h1b13 6b J = 0.68 in b�1(b—tt2)2 x(h—t1)2 '2. +h , 4 bh3-b1h13 ly = 0.34 in 12 i n' bh3 —b1h13 0.34 Sy(provided) = 6h Lb = 6.7 . ft W Strong -- 427.13 Ib/in wL Mstrong = 5723.475 in-Ib 6 2 WL WWeak = 0.00 Ib/in wL 2 MWeak = 0.00 in-Ib WL 6 k= 1 L = 80.4 in r =' 0.84 in Vbh 3 -b1h 12A P = 637.5 Ib a&c= 34.2 in b = 12 in wLL = 25 Ib/in (Based`on 300# point load) R = 150 Ib MLL = 5580 in-Ib M = R, (a + RI ) 2w Tarnowski Engineering Properties Strong Axis b= h= binner = h inner = t1 = t2 = Aw = Af =, Weak Axis b= h= binner = h inner t1 = t2 = Aw = Af = Results 2 in 3 in 1.9 in 2.9 in 0.05 in 0.05 in 0.295 in` 0.195 in` 3 2 2.9 1.9 0.05 0.05 0.195 0.295 in` in` Fb = 17.19 ksi Sx = 0.43 in° Mx = 7.32 in-Ib Deflection Limit = L/ 60 6,actual = Dallowable = 0.57 in 1.34 in .. ... • . • • • •. • • • • • • • •• ••• •• • • • •• • •.• . ••• • • •• • • • •• • • • •• • • • • •• •. • •• •• •• • . •• •• • •• .• •• •• •• • •• • ••• • • • •• • • • • • • • • •• • •.• • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C....„ • •• •• • • • •• •• • • • • • • ••• • • 5/9/2018 Exposure: C Wind Speed: 175 Beam Load: 6.7 (Column Spacing) Selected Beam: 5LB Enclosure Type: Screen Wall Roof Load: 0 Roof Load: 0 Wall Loadwndward: 25.5 Wall LoadLeeward• 25.5 Alloy Type: 6061-T6/6005-T5 Column Height: 10 Beam Span: 0 Mansard Height: 0 Mansard Width: 0 Code: ASCE 7-10/FBC 2017 Column Case 1 N/A Case 2 N/A Case 3 BEAM WORKS Case 4 BEAM WORKS DEFLECTION REQUIREMENT MET mph ft H1 = 10 X1 = 0 X2 = 0 Roof Load = 0 H2 = 0 psf Non -Combined Load psf Combined Load psf psf ft ft ft ft DEFLECTION REQUIREMENT MET <----300# Point Load Case 1: Case 2: Case 3: Case 4: fa -4-' C-xfbx + Cnrfby < 1.0 Fa F, (1- fa/Fex) F, (1- fa/Fey fa +fbx +fb" < 1 . 0 Fao Fbx Fby f8 + fbx + fb" <_ 1.0 Fa F Fby fb - M fb < Fb <----300# Point Load ft ft ft ft ft • • •. ••• • • • • • . • • • • • • • . •• ••. •• • • • •. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • 0 •• • • •• • • • • •• • •• • • • • •• ••• •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tarnowski Engineering 5/9/2018 Beam Type = 5LB Alloy = 6061-T6/6005-T5 Flat Beam Area = 0.94 in` c = 2.5 in (h/2) 4 bh 3 — b 111 13 Ix = 3.67 in 12 3 bh3 —b1h13 Sx(Provided) = 1.47 in 6h J = 1.58 in 2tit1(b—t2)2 x(h—t,)2 bt2 ±ht, —t22 _t12 ly = 0.61 In4 hb3 —h0b13 12 Lb = 8 ft W = 14.24 Ib/in Mbcomp = 25627.5 in-Ib k= 1 H1I= 120 in 1bl-0-13111,3 r = 1.98 in l� Pcoim = 0 Ib a&c= 54 in b = 12 in w�� = 25 Ib/in (Based on 300# point load) R = 150 Ib MLL = Tarnowski Engineering Mansard Mboom P = 25627.5 in-Ib MPcolm = 0 in-Ib MTotal = 25627.5 in-Ib LA = 120 in Properties b = 2 in h = 5 in binner = 1.9 in ['inner = 4.768 in t1 = 0.116 in t2 = 0.05 in Aw = 0.488 in` Af = 0.452 in` Results Fballowable = Sx = Mxallowable = • • . • 8550 in-Ib M = R, (a + ') • 2w .• .•. •• • • • •• 19.87 ksi 1.47 ini 29.17 in -kip • • • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • ,•• • •• • •• • • • • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/9/2018 NOI1VAT13133-1 .050" W 2"} I2"I 5LB 2X3X.050 EXIST. HOUSE X 5LB o iii/% 3'-0" 7'-0" 1 X2 202 3 X6'-8" DOOR 10'-0" NOTE: DOOR LOCATION IS OPTIONAL. CONTRACTOR MAY ADJUST IN FIELD PER HOMEOWNER REQUEST NOTE: THIS JOB WAS DESIGNED BASED ON 6005—T5 ALUMINUM ALLOY AND 18X14 SCREEN MESH. 202 1 X2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1100 • • • • 000 •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • EXIST. HOUSE "' ' "' COL. (TYP. OF 4) • • • • • • • ••• • • • • • • • • EXIST. HOUSE ROOF 6'-8" 13'-4" I I 5'-11" 6'-8" 13'-4" RATIONAL ANALYSIS CALCULATION PER ASCE 7-10 FOR FOUNDATION qz = 14 PSF - 1.5 PSF (DEAD LOAD) = 12.5PSF WIND UPLIFT= 12.5 X 41.5 X 0 = 0 LB WEIGHT OF EXIST. 4" CONC. SLAB = 144 X 0.333 X 41.5 X 6 = 11,940 APPLY SAFETY FACTOR = 1.67 X 0 = 0 LB TOTAL WEIGHT= 11,940 > 0 ....OK EXIST. SLAB & NO FOOTING IS ADEQUATE NOTE: IF THERE IS AN EXIST. POOL, A MIN OF 36" MUST EXIST. BETWEEN POOL AND EDGE OF SLAB. PLAN EXIST. HOUSE ROOF 1X2 5'-11" 11'-7" STRUC) UR�{� R V APPROVED N X 5'-10" 1X2 2X3X050 1X2 %/ 5'-10"\ 11'-•7" FRONT ELEVATION N 0 EXIST. 4" CONC. SLAB W/ NO FOOTING (SEE RATIONAL ANALYSIS) Engineering Business CA 00009677 BASED ON 175 MPH ULTIMATE WINDS, EXPOSUR JOB #: 180381 DATE: 04/25/18 O CO Lil J 0 DRAWN BY: G.D. CHECKED BY: SHEET NO. 1 OF SCREEN WALLS FOR: CONTRACTOR: MARCO ALUMINUM INC. gm z W pW Zz_ CC (D ▪ z W CIVIL & STRUCTURAL ENGINEERING N NLO 0) I I N r r � to 0) m a) X c p Li- s D_ • • •• ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRfTE9IA 1. FOR SCREENING WITH 18X14X.013" MESH • • • •• • SPANS ARE BASED ON LOADS FROM ASCE 7-10, SHAPE FACTORS X 1.3 HORIZ & X 0.7 VERT. 2. 21 PSF WALL LOAD • •• 3. WIND LOAD = 175 M.P.H. / EXPOSURE C / CATEGORY I[• •• • • • • 4. DESIGN MEETS L/80 DEFLECTION REQUIREMENTS • • • CHAIR RAIL SCHEDULE MAXIMUM RAIL SPAN RAIL 4.0' 5.0' 6.0' 7.0' 8.0' 202 6.3 5.6 5.1 4.8 4.4 2X3X050 9.2 8.3 7.6 7.0 6.5 2X3X060 9.8 9.1 8.5 8.1 7.7 2X4X050 11.0 9.9 9.0 8.4 7.8 2X5X050 11.0 11.0 10.3 9.5 8.9 LOAD FACTOR* RAIL LENGTH •• • • NOTE: ALL SPANS ARE FOR E9TIM/4T44G PURPOSES ONLY. SEE SITE SPECIFIC: ENGINEERING AND CALCULATIONS FOR• REQUIRED MEMBER SIZES. *LOAD FACTOR = 1/2 THE DISTANCE TO CHAIR RAIL OR GROUND BELOW + 1/2 THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE COLUMN SCHEDULE (EXIST. HOUSE ROOF) MAXIMUM COLUMN HEIGHT W/NO ROOF LOAD COLUMN 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 2X3X060 8.4 8.1 7.8 7.6 7.3 7.0 6.7 6.5 6.3 4LB 11.5 11.1 10.7 10.4 10.1 9.7 9.4 9.0 8.7 5LB 14.3 13.7 13.3 12.8 12.4 11.9 11.5 11.1 10.7 6LB 16.6 15.9 15.4 14.7 14.1 13.5 13.0 12.6 12.2 7LB 18.9 18.1 17.2 16.4 15.7 15.0 14.5 14.0 13.5 8LB 24.6 23.7 22.8 22.1 21.5 20.9 20.1 19.4 18.8 9LB 27.0 26.0 25.1 24.3 23.5 22.6 21.7 21.0 20.3 9LBH 29.2 28.1 27.1 26.2 25.5 24.8 24.2 23.4 22.7 10LB 33.7 32.4 31.3 30.3 29.4 28.7 28.0 27.3 26.5 COLUMN >SPACING COLUMN HEIGHT COLUMN HEIGHTS BASED ON WALL LOADS ONLY. FOR LONGER SPANS SEEt;S1tE, SPEC4f4G'::>isIGINf1 l NOTE: TH S TABLE APPUES TO NON BEARING WALLS FOR HORIZONTAL V.VINO:•;E ADS COR}FF7pL'•;k►G:bl 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN EIP.:/:•::0..:•:5LB. G: • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • . •• • • INTERIOR FASTENING 4 - #10 X 1 1/2" SMS. INTO SCREW SLOTS EA. SIDE • VX3 COL. • ;• CHAIR RAIL CONN • •▪ •• • • • • • • * 01HER•:•}:1EM ERS' PER SCPI :S) ; :::K3 EA. SIDE) 2"•.'•k.`2" X .062" R GfMNG CHANNEL W/ 10 X 3/4" SMS. TO :SIDE OF COLUMN 2X3* 2" ALT. CHAIR RAIL CONNECTION *OTHER MEMBERS PER SCHEDULE 1x 2" LG. SCREWS REQUIRED CUP ANGLES PER SHEET C Mil 'ID__ COLUMN PER SCHEDULE ALT. CORNER COLUMN SNAP MAY BE USED 20 2 -f2 202 2 -#2 #2 0 16" 0.C. CORNER COL (NOT TO BE USED FOR GUARD,.R,dlt. )... GUARD RAIL CORNER COLUMN$,:;•PER.:::•. COLUMN SCHEDULE ... EXIST. HOUSE COLUMN EXIST. HOUSE: R :=0" MAX. 18X14 MESH CONG MOOD::.':' /41 MAX. SCREEA1::;A1 AS PICAL ELEVATION W/ ::I:' WALLS W/ NO COLUMNS EXIST. HOUSE WALL 2"X3"X2" LONG X 1/8" ANGLE EA. SIDE OF COL. W/4#6TOCOL &2- 1/4" X 3-1/2" LG. LAG BOLTS TO WOOD. 0 EA. CUP 2 - 1./4,::•.k•:3 .1/2" LG. LAG BOLTS•'•TO:.WO01;1%.•(TYP.) 4 PER COL: 3" -31poi�1111�1�r I I CUP ANGLE FRONT ELEVATION NOTE: ANGLES ARE NOT REQ'D. FOR 202 OR 402 DOOR JAMB COLS. COLUMN TO WOOD ROOF DETAIL **ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY **1/3 STRESS REDUCTION NOT USED IN CALCULATIONS **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED 2"X3"X2" LONG X 1/8" ANGLE EA. SIDE OF COL W/ (4)- #6 TO COL & (2)-#3 TO CONC. O EA. CLIP [NOTE - (1)- 3/8" TAPCON OR (1)- 3/8" EXPANSION BOLT MAY BE USED IN UEU OF (2)- 1/4" TAPCONS] COLUMN #3 0 24" 0.C. ELSEWHERE 2"MIN EDGE DISTANCE 3" --I 1 COL PLAN EXIST. CONCRETE R60F/FOUF4i3A110N 2 - #3 TO CONC. (7Yp) 4 PER COL. {• ..:•:.; 4-#6 TO• /�cSTRUCTURAL REV/ CLf? AN EAPPROV,_ D CATION NOTE•AT4GLES'•:%, . '.NOT REV�D.'•FOR 202 OR 402 DOOR JAMB COLS. OTE:':3/0.4iiPCONS MAY SE USED IN UEU OF SPECIFIED '':•: PAN5I N:.•$OLTS :.'ROOF OR FOUNDATION DETAIL :• X2�c2°.:LOG X 1/8" 'A4aE:•EA: SIDE OF COL 4)'' 12 TEK SCREWS EA. •. GLE FACE (TfP.) FASTENING SCHEDULE 1 - #14 TEK SCREW/HEX HEAD 2 10 S.M.S./HEX HEAD 3 - 1/4" X 2 1/2" TAPCON ANCHOR 4 - 3/8" BOLTS/WASHER/NUT #5 - CLIP ANGLE,.125" MIN. THICKNESS #6 - #12 X 1"LG. S.M.S/HEX HEAD #7 - 1/4" X 2 1 /2" LAG #0 - #10 X 1 1/2" S.M.S./HEX HD. It-11 i I�=it COL PLAN 24" 2X ALUM. BEAM LEDGER (TO MATCH COLUMN SIZE) ♦(3) 1/4" X 5' LG. LAG BOLTS TO WOOD EXIST. WOOD ROOF ihirifilmEtir7 111117 2X ALUM. BEAM LEDGER (TO MATCH COLUMN SIZE) CUP ANGLE nG X 1/8" DE OF COL TEK SCREWS ACE (TYP.) FRONT ELEVATION EXIST. STUCCO SOFFIT NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. COLUMN TO SOFFIT DETAIL DATE : 01/01/18 SCALE : .T.S. SH [175C*] ENGINEERING BUSINESS CA 00009677 TARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 SCREEN FABRIC DETAIL SHEET: 18X14 MESH EXPOSURE C 175 MPH F.B.C. 2017 EDITION & ASCE 7-10 6005-T5 C.T. TARNOWSKI, F.E. STRUCTURAL ENGINEER - FlA. UC. 0050662 THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. 040" TYP. 102 1X2 1X3 #14 TEK SCREWS FOR 7LB OR LARGER OR #10 S.M.S. FOR 6LB OR SMALLER 0 18" C.C. TOP & BOT. I BEAM TYPE t, t1 1 4LB I .100 .046 5LB .116 .050 6LB 1 120 .050 7LB .120 .055 8LB .224 .072 9LB .224 .072 9LBH .306 .082 10LB .389 .092 TO FERY A95 *,;11/2"1(8" Fr. 12" 2.0" 202 2X3X.060 4LB,5LB,6LB,7LB 8LB,9LB,9LBH 10LB LAP BEAM SEE COLUMN ANCHORING DETAIL 1X2 OR 1X3 PAVERS OR TILES OPTIONAL //////////// /////,/,,,,, CO• MP. FILL/M / //////////, //////////// ////,,,,,,,, STRIP FTG. DETAIL W/ PAVER OR TILE I' 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS, AND STRIP FTG. SCHED. FOR ANY ADDMONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR DUST. FOOTING'S SEE SITE SPECIFIC PLAN. FINISH GRADE SODDED REQD FOR EROSION PROTECTION SEE COLUMN ANCHORINGCP 3" FROM EDGE ECIST.:::•47 NOMINAL 2" MIN. COVER *NOTE: SITE SPECIFIC ENGINEERING REQUOL*15:4:019DREE141-....ROPFS';:•....'• WHEN THIS MEASUREMENT IS LESS.'..TIAN%3'-0.:!'...)114•:F:Lf19•':#1:L SOUD ALUMINUM ROOFS. (EXCEPTIOSi-:•:StE.9Peo:IFI:0''''.'...1•%'::' ENGINEERING IS NO11:::REOIRED FORS.ORgeJ4;:fp)IILS UNDER EXISTING HOUSE,....RG.OF9.);:• • • 2X3X.050 2X4X 050 2X5X.050 3.0" 3X3X.070 (303) 3" FROM EDGE TO BOLT (MIN.) s OC1 0) 0 cosi it 63.0. L 4 • • • 4 • • • • • • • ••• • FOR COLUMNS 5" OR GREATER INSTALL •• • • • •• ••I'ADDIFIMAL • • • EXPOSE •• • 5.094" • • • •• • OF cob. w/..(4)7.46. TOCOL • • • • ic 3,41'.::•:')S.;.:0/2" LG. TAp.c: 6. 0 NC,".;..40!..:EA:...Ct.IP Z-GUTTER BRACE • . • SEE COLLIM114%**401.i.4.4•:13E31.4S% ./..,••••• •••....••• yER OR TILE UPN UEU OF 6X6 - 10/10 W.W.M. SEE COLUMN ANCHORING DETAIL 3" FROM EDGK TO BOLT (MIN.) 4" CONC. SLAB W/ 6X6 - 10/10 W.W.M. W/ 8"XEI" FTG. W/ 1-#5 FTG. & SLAB DETAIL NOTE: FIBERMESH MAY BE USED IN UEU OF 6X6 - 10/10 W.W.M. FROM EQE to BOLT (MIN) COLUMN ANCHORING DETAIL (4)— #6 TO COL (TYP) (1)- 1/2" X 3 1/2" LG. TAPCON TO CONC. (TYP.) 2 PER COL. #3 0 18" O.C. ELSEWHERE CUP ANGLE 2.0" C 2X2 C 2X3 4, 3 4.0".0" 2.0" p .090" TIP. 2X2 3X3 4X4 2"X2'X1/8" X 2" LG. MIN. ANGLE EA. SIDE OF COL w/ (4)- #6 TO COL & (1)- 1/2 X 3 1/2" LG. TAPCON TO CONC. DELETE 1X2/1X3 FOR FRONT ELEVATION OPEN PORT (TYP.) NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2"X2"X1/8"X2" . LONG. 1/2" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAILX1,•:•. EXPANSION BOLTS TO BE "HILT' KWIK BOLT ir SYSTEM OR EQUAL •••• •• .• • . • *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL '•' SEE GENERAL NOTES 2 & 4 FOR ADDMONAL REQUIREMENTS cs, .125" TYP. .050" 11) L 2.0 jr 2.0 4, 2X4 3X2 2X5 3X3 OR 4X4 ALUM. COL CONC. FOUND. 3' FROM: -.EDGE•••• TO BOQ.•;(0,14.1) '•'•••••••• N ANCHORING DETAIL 4.67" • J, 2.0" H-3 L 2X2 )(1/8" X 3" LG. MIN. '.1MGI:g...1W0 SIDES OF COL •*('•(16)- #1 TO COL A.(2)- 3/8"X2 1/2" LG. TAPCONS TO CONC. 2"X2"x1/8" X 3" LG. MIN. ANGLE TWO SIDES OF COL w/ (6)- #1 To COL. & (2)- 3/8"X2 1/2" LG. TAPCONS TO CONC. NOTE •TI:10:::•PktAl.L.:.1-%AL FOR of.)4c.ii4s 5" DEEP OR GREATER INSTALL APPLIgS;j:15:::2;14E-•:•T , ADDIndbiAL 2"X2"X2"X1/8" ANGLE EA. SIDE WIDE14,70NRY OF INSIDE OF COL W/ (3)- #6 TO COL. CUP ANGLE g (2)- #6 TO COL (TYP)8"X3 / T0C034(TYP.) #3 0 18" • 0.C. ELSEWHERE 14/2;ERLGooTLA.PCON FTG. /2")( MIN. FRONT ELEVATION 3" FROM EDGE DELETE 1X2/1x3 FOR OPEN PORT (TYP.) COL. 2"x3"X1/8" X 2" LG. MIN. ANGLE EA. SIDE OF COL W/ (4)- #6 TO COL & (2)- 3/8" X 3 /2" LG. TAPCON TO CONC. 0 EACH CLIP. COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. *4' LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDMONAL REQUIREMENTS . . . . . . THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE will•fg.:•:1401AFEMENiV., 0.4HE F.B.0 2017 EDMON. THE MIN. MECH. PROPERTIES OF ALLIM:::•::ARE,...ttl..cd000a.:..w/ LATEST ED. OF THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO C0NFOMS:%::.T.O.s.TJ-.....DESIG4...:c.R.IERIA OF THE ASCE 7-10 SCREEN WALL & SCREEN ROOF .01.1/ADS ALUM. PAN & INS. PANEL STR•LX'INAES BASED:•.',GW:IA:4,LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECTED:•;.V•;:B1,9(:.3.S. POP 'RI:VETS.:•:OR. OTHER POSITIVE FASTENERS. 2. ANCHORS SHALL BE PLACED GREATER.,:'.TMAN 3"..*EROM:•:::EPGE.. OF CONCRETE SLAB OR FOOTINGS. ALL CONC. FASTENERS MUST 5E.:.:EMO.EV:•A MIN OE:•:4.:.:::1./..,27..:.:1NTO SOLID CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDIV$bUAL t1A1LS 3. FASTENERS FOR ALUM. SHEET SHALL NOT ':*EED 4. ALL CONC. ANCHORS SHA,W.'..!:.0:VE A 014'...6E PROVIDED W/ 1/2 INCH DIA WASH.RS MIN 5. CONTRACTOR IS RESPON5)64.:T1. 4!:)#;.:•:MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS 6. ALUM. IN CONTW:%yi/ Ceit;.4.•.o.k.-.000...'iii4.....-BE PROTECTED W/ HEAVY BOOTED BITUMINOUS PAINT OR WATER.:%)94-fgE METi-li0'.',.:E)k:M::.:(A0(4i)ER OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF AL PAINT' A14,34NTS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO 'Bk.%:$E.CFC.L.OSING AND. LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR SPA EXIST 000R LIts0?;110:•::4c. 202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS 8. A14...?.:00:ES.4.:•:(50.0,:'•SklqtY.N.:.:OhlSITE-SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON ARE NoN.LtTRUCTURAL MEMBERS AND MAY:*:.:0S41. INTERCHANGEABLY. . ALL .CONCRETE4:OR4.14NDATIONS TO BE 2500PSI MIN, CONGRETE EXCEE00:0141S SPECIFICATION MAY BE REQUIRED PER LOCAt,...,BUILDING CODES. •••••tiEAMS PURON.S, COLUMNS *AL 6005-T5 OTHE,R.*.ZORUSIONS AL 6063-T5 -...A4-ThAlt`.141)4•:*:$.f4ga *AL 3003-H16 RIVETS, WASHERS AL 2024-T4 ..ALL EASTENERS TO BE ALUM., NON-MAGNETIC ....:•;'.:STAIKESS STEEL CADMIUM PLATED STEEL, OR -...klYON HEADED (NYLO-TEC OR PRO-TECT) *UNLESS OTHERWISE NOTED INTERIOR FASTENING 4 - #10 X 1 1/2" SMS. INTO CREW SLOTS EA. SIDE 2" RAIL* RAIL* COL CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE (6) - #10 X 3/4" SMS. (3 EA. SIDE) 2" X 2" X .062" RECEIVING CHANNEL W/ 6 - #10 X 3/4" SMS. TO SIDE OF COLUMN 2" RAIL* RAIL* COL ALT. CHAIR RAIL CONNECTION *CHAIR RAIL PER SCHEDULE STRIP FOOTING SCHEDULE STRUCTURE FOOTING (MIN.) WIDTH X DEPTH REBAR SCREEN ROOF W/ UP TO 7LB 12"X10" 2-#5 SCREEN ROOF W/8LB 12"X12" 2-#5 SCREEN ROOF W/ 9LB OR 10LB 12"X16" 2-#5 ALL SOUD ALUMINUM ROOF 12"X16" 2-#5 FOOTING SIZES SMALLER THAN SHOWN MAY BE USED WITH SITE SPECIFIC PLAN. FASTENING SCHEDULE #1 - #14 TEK SCREW/HEX HEAD #2 - #10 S.M.S./ HEX HD. r- 1/4" X 2 1/4" TAPCON ANCHOR 4 - 1/4" BOLTS/WASHER/NUT 5 - CLIP ANGLE,.125" MIN. THICKNESS 6 - #12x1" LG. S.M.S./HEX HD. 7 - 1/4" X 3" LAG 8 - 1/4" LAG*, WITH 1" WASHER 9 - #10 X 1 1/2" S.M.S./HEX HD. 12 - CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS DATE : 01/01/18 SCALE N.T.S. C. , TARNOWSKI, STRUCTURAL ENGINEER - FIA. UC. 0050662 ENGINEERING BUSINESS CA 00009677 TARNOWSKI Ei ENGINEERING CIVIL & STRUCTURAL ENGINEERING 360 N.W. 5th Street Phone (954) 727 - 2027 2Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. GENERAL DETAIL SHEET: F.B.C. 2017 EDITION & ASCE 7-10 6005—T5