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RC-15-2910 (2)Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Issue Permit NO. RC -11-15-2910 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED ate:12/7/2015 Expiration: 06/04/2016 Applicant 53 NW 99 Street Miami Shores, FL 1131010180500 Block: Lot: DENISE DELGADO Owner Information Address Phone Cell DENISE DELGADO 53 NW 99 Street MIAMI SHORES FL 33150- (646)573-2213 53 NW 99 Street MIAMI SHORES FL 33150- Contractor(s) Phone ALUMINUM OUTDOOR DESIGNS LLC (954)399-8231 Cell Phone Valuation: Total Sq Feet: $ 950.00 72 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: RENEWAL OF EXPIRED PERMIT R Stories: 1 Front Setback: Left Setback: Bedrooms: 2 Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Sin Family Exterior: Rear Setback: Right Setback: Bathrooms: 1 Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $100.00 $80.00 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-11-15-57798 12/07/2015 Check #: 5520 $ 197.60 $ 0.00 ED Available Inspections: Inspection Type: Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Final PE Certification Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Building Review Structural Declaration of Use F. Termite Letter F. Elevation Certificate Review Planning Review Mechanical Review Electrical Review Building Review Plumbing 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 ELECTRIC , LUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA T: • I -rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and , ing r uthermore, I author' - = - - - --named contractor to do the work stated. Author-i. atur-. •wner / Applicant / Contractor / Agent December 07, 2015 Date Buildin-Department Copy December 07, 2015 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION MBUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 53 NW 99TH STREET RECEIVED NOV 17 2015 FBC 20 Master Permit No. Yfic 2 ! /v Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#:11-3101-018-0500 Occupancy Type: County: Load: Construction Type: Miami Dade Zip: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): DENISE DELGADO Address: 53 NW 99TH STREET City: MIAMI SHORES state: FLORIDA lood Zone: NO X BFE: FFE: ►� Phone#:646-573-2213 Zip: 33150 Tenant/Lessee Name: Phone#: Email: DENISE.DELGADO08@GMAIL.COM CONTRACTOR: Company Name: ALUMA OUTDOOR DESIGNS Address: 12076 MIRAMAR PARKWAY Phone#: 954-399-8231 City: MIRAMAR state: FLORIDA Zip: 33025 Qualifier Name: CAROL REQUEJO Phone#: 9549374247 State Certification or Registration #: DESIGNER: Architect/Engineer: TARNOW Address:7350 NW 5TH STREET Certificate of Competency #: 14BS00420 Phone#: 9547272027 City: PLANTATION State: FL Zip: Value of Work for this Permit: $ 950 Square/Linear Footage of Work: 72' Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: LEGALIZATION OF 12'X6' PATIO COVER IN REAR OF HOUSE 0P ? 5P ;rev/ peffA - /4 ,,y6 Specify color of color thru tile: Submittal Fee $ Permit Fee $ (COI.- CO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ IQ T ' `vC) (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature i f iw or AGE LL The foregoing instrument was acknowledged before me this day of N over b-e V , 20 'S , by beh;s Delq�� me or who has produceduc identification and who di NOTARY PUBLIC: Sign: C' Print: S I. Oft. OY`t. il4MCi Seal: , who is personally known to I(Spv-e- 11 i'Cklc -"\ as .1... 't SIMONE BELLMAS • MY COMMISSION # FF 100872 11 <Z,a EXPIRES: March 28, 2018 .,' Bonded Thru Notary Pu Underwriters The foregoing instrument cowledged before me this ±16___day of No '' ,20 15 by re. ' c7 t Rey'(/.e % , who is personally known to me or who has produced,! ir &doz.I(/ identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: SIk nONe Be i1m es ****************** *3'fl*********.**** *************************** APPROVED BY Plans Examiner SIMONE BELLMAS MY COMMISSION # FF 1008i.; :f EXPIRES: March 28, 2018 '? • Nr °' ' Bonded Thru Notary Public Underwri cr, j 3 *;;. ' ************ Zoning Structural Review Clerk (Revised02/24/2014) Construction Trades�Qualifyinq; Board BUSINESS CERTIFICATE QF COMPETENCY 14 BS O 42O ALUMINUM OUTDOOR DESIGNS LLC ICI -11*UZ\) D:B LTA .REQUEJO CAROL A Is certified`underAhe provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL O9/3O/201 MIMIAM Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7175036 BUSINESS NAME/LOCATION ALUMINUM OUTDOOR DESIGNS LLC DOING BUSINESS IN DADE COUNTY RECEIPT NO. RENEWAL 7454458 OWNER SEC. TYPE OF BUSINESS ALUMINUM OUTDOOR DESIGNS LLC 196 C/O CAROL A REQUEJO CONTRACTOR Worker(s) 1 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. For more information, visit www.miamidade.gov/taxcollector LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SPECIALTY BUILDING 14BS00420 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 08/24/2015 FPPU02-15-019088 Municipal Contractor's Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 14BS00420 BUSINESS NAME/LOCATION ALUMINUM OUTDOOR DESIGNS LLC DOING BUSINESS IN DADE COUNTY OWNER ALUMINUM OUTDOOR DESIGNS LLC C/O CAROL A REQUEJO MIAMIDADE RECEIPT NO. 7472224 MC EXPIRES SEPTEMBER 30, 2016 TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR Pursuant to County Code Sec 10-24 PAYMENT RECEIVED BY TAX COLLECTOR 200.00 09/21/2015 0237-15-000711 This receipt is not valid in the following Municipalities: Aventura, Dora!, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. For more information, visit www.miamidade.gov/taxcollector CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 11/5/2015 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 QUANTUM INSURANCE GRP & FIN SVCS 12399-1 Pembroke Rd Penbroke Pines, FL 33025 ti{OACT PN n Fxt1, (954) 885-8000 I FAx Ke);(954) 885-8097 ,victorq@quantum-insurance.com INSURER(S) AFFORDING COVERAGE NAICF INSUtIERA: GRANADA .INSURANCE COMPANY INSURED ALUMA OUTDOOR DESIGN LLC 11826 B Miramar Parkway MIRAMAR, FL 33025 INSURER B: AMTRUST NORTH AMERICA INSURER C : INSURERD: INSURERE: INSURER F: 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. INBR LTR TYPE OF INSURANCE AUUL IN8D auar( RVD POLICY NUMBER POpLLICpY E�F (MId1DDIYYYY) P LI Y EXP fMM/DD/YYYY) LIMITS A COMMERCIAL GENERAL ICLAIMS -MADE LIABILITY OCCUR 0185FL00069904 - 4/24/154/24/16 EACH OCCURRENCE $ 1,000,000 PREM SES (Es occurrence) . $ 100 , 000 MEDEXP(Anyone person) $ 5,000 PERSONAL&ADVINJURY $ 1, 000/ 000 _ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RPOLICY D JECT LOC PRODUCTS - COMP/OP AGG S 2,000,000 $ OTHER; A AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS UM 10/20 . 0110FL00023265 — 0 6/26/156/26/16 COMBINdenEDt)SINGLELIMIT ( aacci $ 100 , 000 — BODILY INJURY (Per person) $ X SCHEDULED AUTOS BODILY INJURY (Per accident) $ A NO-WNED I PROPERTY DAMAGE et. (Pcddentl $ A _AUTNOOS X_PIP Pip $ 10,000 UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ X _ AGGREGATE $ DED L1 RETENTIONS $ 130 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY OFFICER/MEMBER EXCLUDED?XECUTIVE (Mandatory In NH) If yes, describe under DESCRIPTION OF OPFRATIONS r N/A WC-0236974 1/5/15 1/5/16. I PEEATUTE I I om E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 below E I . DISEASE - POLICY LIMIT $ 100 000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Addlbonal Remarks Schedule, may be attached if more soace Is required) CTQB BUSINESS CERTIFICATE OF COMPETENCY ALUMA OUTDOOR DESIGNS REQUEJO CAROL A 14BS00420 . CANCELLATION Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 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 ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD p_C 15-26iD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD)YyyY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER 5/17/2016 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)p AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT; If the certificate holder la an ADDITIONAL INSURED, the poll the terms and conditions of the policy, certain policies may require an end cart ate hol . ; r In lieu f such dome _ s . PRODUCER QUANTUM INSURANCE GRP & FIN SVCS 12399-1 Pembroke Rd Penbroke Pines, FL 33025 INSURED COVE • ALUMINUM OUTDOOR DESIGNS, LLC DBA-ALU OUTDOOR DESIGNS INC 12076 Miramar Parkway MZRAIAR, FL 33025 CERT CAT IFI E NUMBER: REVISION NUMBER' THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE eOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TN'S 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 BYPAID CLAIMS. ILTR INS c rq quan OR (954) 885-8097 nsurance.cam OVERA r SCOTTSDALB XNSURANCDE COMPANY NAUTILUS INSURANCE COMPANY PROGRESSIVE INSURANCE COM INSURER D : AURUST cy(les) must be endorsed, If SUBROGATION IS WAIVED, subject to orsement A statement on this certificate does not confer rights to the • PHONE T 954 885-8000 L v IN - RER INSURER E' A X RAG ES TYPE OF INSURANCE X COMMERCIAL GENERAL LIABILITY ICLAIMS -MADE D OCCUR DEW AGGREGATE LIMIT APPLI PER: JoucvD TA LOC OTHER: AUTOMOBILE LIABILITY ANYAUTO _ ALL OWNED X SCHEDULED AAUTOS HIRED AUTOS NON -OWNED AUTOS A UM 10/20 . X PIP UMBRELLA LIAB OCCUR EXCESS LIAB CLAIMS -MADE DED I JRETENTIONS WORKERS COMPENSATION AND EMPLOYERS UABILrTY ANY PROPRIETOR/PARTNERR_XECUTIVE D OFFICER(MEMSER EXCLUDED? (Mandatory In NH) lilt desanbe under CRIPTION OF OPERATIONSDeIQ, slam 0..1NV� X X NIA PFII ICY NUMBER CPS2436024 03784639-0 NNP-30450-00 WC-0236974 JNSUEERF• (M EFF 1 3/1/2016 5/16/1 2/23/1 1/5/16 3/1/2017 65/16/17 6;2/23/17 1/5/17 DESCRIPTION OF OPERATIONS /LOCATI ONS / VEHICLES (ACORD TOT, Additional Remarks Shceatet 14 .30042E may be attached a nave spars is required) CERTIFICATE HOLDER Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 ACORD 25 (2014/C 1) CANCEI LATION LIMITS NAIC f EA_ CII E nit9i �I�CE uAri6�G 70iTE1 • n PRFMI RE41Ee oda4sMe1 MED EXP (Ama+eperson) PERSONAL S ADV INJURY GENERAL AGGREGATE PRODUCTS -COMP:OPAGO COMBINED sINc3LE LIMIT (Es xNeent1 BODILY INJURY ;Per person) BODILY INJURY (Per ealdent) PROPERTY DAMAGE (Per�eedenn PIP EACH OCCURRENCE AGGREGATE I CT►TUTE I I ER". EL. EACH ACCIDENT EL DISEASE. EA EMPLOYEE EL DISEASE- POLIC"UMIT 1 000 900 $ 100,000 5,000 $ 1,000,000 $ 1,000,000 s 2,000,000 I 11,000,000 I I I $ 10,000' 11,000,000 $ 1,000,000 a I 500,000 SHOULD AN" OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXP.RATION DATE THEREOF, NOTICE WILL EE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE 500,000 500,000 -2014 The ACORD name end logo are registered marks f ACORp ACORD CORPORATION. All rights reserved. abed L608S881756 eDUe insuI wr1 ueniD 91,0Z L 6 'eN �,,�-yR/--,� - e., e dJ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) 1/7/2016 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(los) roust 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 QUANTUM INSURANCE GRP & FIN SVCS 12399-1 Pembroke Rd Penbroke Pines, FL 33025 CONTACT NAME' PHCN� Fm• (954) 885-8000 I f ido)'(954) 005-0097 ss AO ss.victorq@quantum-insurance. corn INSURER(Si AFFORDING COVERAGE NAICa INSURER A' GRANADA INSURANCE COMPANY INSURED ALUMINUM OUTDOOR DESIGNS LLC ALUMA OUTDOOR DESIGNS INC 11826 B Miramar Parkway MIRAMAR, FL 33025 INSURER B: AMTRUST NORTH AMERICA INSURERC: INSURERD: INSURER S• lap F • COVERAGES • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED 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�p..yy ILTR TYPE OF INSURANCE uupp IVA'S POLICY NUMBER ��''�� (MM/DP/YYY 'l �[j� �j(p JMM/ppn A LIMITS COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR NREASESiEaoccurruence) s 100, 000 MEOEXP (Any ono poraon) $ 5,000 A 0185FL00069904 — 4/24/154/24/16 PERSONAL &AOV INJURY $ 1, 000, 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 �^ POLICY J JECT LOC PRODUCTS • COMP/OP AGO $ 2,000,000 OTHER s AUTOMOBILEUABILITY — C tOMBBINod)$INGLELIMI7 (BODILGGYtltlINJURY s 100,000 — ANYAUTO 0110FL00023265 6/26/156/26/16 (Per person) s A _ ALL OWNED AUTOS X Ty SCHEDULED AUTOS — 0 BODILY INJURY (Per accident) S A HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE /Prrscedant) $ A UM 10/20 X PIP PIP s 10,000 UMBRELLA UAO �_ OCCUR EACH OCCURRENCE 5 x EXCESS UAB CLAIMS -MADE AGGREGATE s DED I J RETENT Ohl WORKERS COMPENSATION AND EMPLOYERS'LLABIUTY _5 ISpEpp 1 1tI• A'rUTF. ;HA. B ANY PROPRIETOR/PARTNER/EXECUTIVE r OFFICER/MEMBER EXCLUDED) N/A WC-0236974 1/5/16 1/5/17 EEACH ACCIDENT S 100, 000 (Mandatory in NH) LL...JJ 11 desaiba E.L. DISEASE- EA EMPLOYEE 'YS 5 500, OLIO as, under D.SCRIPTION Of OPERATIONSbe!ow EL. DISEASE- POLICY LIMIT 3 100,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACOR D 101, Additional Remake Schedule, may be atlochedil more space Is required) 1995- TOYOTA P/U JT4VD11G2S0007935 2006. TOYOTA TRUCK 5TBJU321768457676 Flamingo Park III LLC, as Owner, Seagis Property Group LP, Berger Commercial Realty Corp, its subsidiaries are included as additional insured lessors. Location: 12076 Miramar Parkway, Miramar, FL 33025 14BS00420 A HOLOER Miami Shores Village Building Department 10050 N.E.2nd Ave Miami Shores Florida 33138 C¢1NCELLAT1ON SHOULD ANY OF THE ABOVE DESCRIBED PO IES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO E WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIO AUTHORIZEO REPRESENTATIVE ' ACORD 25 (2014/01) (01988-2014 ACORD CORPORATION: All rights reserved. The ACORD name and logo are registered marks of ACORD TARNOWSIQ ENGINEERING CNtL S. STRUCTURAL ERGRIEERING December 17th, 2015 INSPECTION REPORT: s V D Y �a DEC 212015 Miami Shores Village Building Division .% Miami Shores, FL RE: Permit # RC15-2910 Delgado Residence 53 NW 99 ST Miami Shores, FL Contractor: Aluminum Outdoor Designs Dear Building Official: Please be advised that the undersigned engineer inspected the AS -BUILT aluminum patio cover installation at the above referenced address. This inspection covered all of the major structural components of this project. This inspection checked foundation, visible fasteners, connections, material sizes, and measurements to verify compliance with the approved set of plans. Although foundation and some connections were concealed at the time of this inspection, based on my professional judgment and to the best of my knowledge, this aluminum pergola complies with the requirements of the revised plans and FBC 2010. Thank you for your consideration in this matter. • • • • • . . • If you have any questions please feel free to call me. • • • • • • •• • • • •• .. Sincerely, C.T. "Gus" Tarnowski, P.E. State of Florida: Registered Professional Engineering Number: 0050662 State of Florida Threshold Inspector Number: 1122 all 7/ ..•• •• • • . • •... • •• .• • •• •• •• • • • •• • • • • • • • . • . .. • • ••• • • • . • •. 7360 N.W. 5 Street Plantation, FL 33317 Phone 954-727-2027 Fax 954-727-9644 www.Tarnowskieng.com 7360 N.W. 5 Street Plantation, FL 33317 Phone 954-727-2027 Fax 954-727-9644 www.Tamowskieng.com p I• 4.1 ‘Nk l t•ki PERMIT #: . /i 2W Miami ShcresVilla. e APPROVED BY DATE ZONING DEPT , DG DEPT • . �/ T Y0 CCMP NCE WITH ALL ...1.1 TATE AND CCU Y AUL`cS AND REGULATIONS • U1'"//O eeoce r 7 , A xoc /0 vy 01 VA 44 3, 9 • • • • • • . . .• . • • ...... ••.•.. • • .•.•.. • •..• • • • •...•. • • • • • ...... ••• • • • • . .. •• .• •••••• • l.o 30 GL 104 tip• AtICAP ...... • . OOOOOO • . .•.... • . .. • • ••.... • • to 0 O (n. Florida Building Code Online Page 1 of 2 FLORIDA OQPAR'rMQN7 OF Business 84 Professional Regulation ,'; Florida Department BusinesJ?a Professi na Regulation License efficiently. Regulate fairly. FICE OF THE FCitE7ARY. BCIS Home I Log In I User Registration I Hot Topics Product Approval USER: Public User Submit Surcharge I Stets & Facts Publications I FBC Staff, i :IFS Site Map UnksI Search • . • • • • Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561-R3 Revision 2014 Approved Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com • • •• •• • • • • . • • • • • •• • Roofing Products Introduced as a Result of New Technology • • • • • • • • • • • • • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report - Hardcopy Received Do Kim, P.E. PE-49497 Quality Auditing -Institute Ltd. 11/30/2020 James L. Buckner, P.E. at CBUCK Engineering R Validation Checklist - Hardcopy Received FL7561 R3 COI Cert of Independence.pdf 1709.2 • • • • : . • • • • • • • • ••••• : • • • httns://www.floridahuildinu.nrsr/nr/nr ant) titl.asn-Onaram=wGTRVXfIwtfnenTk7X77RP„ R/'4/')(11 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/30/2015 05/01/2015 05/10/2015 06/23/2015 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • FL # Model, Number or Name -- •• •• • Description - 7561.1 Aluminum/Aluminum Composite Panels 3"/4"/6"x0.024"xllb EPS Composite IZanel • 3"/4"/6"x0.032x1lb EPS Composite Panel, • • 3"/4"/6"x0.024"x2lb EPS Composite Panel, • • • 3"/4"/6"x0.030"x2lb EPS ComadSite Panel, • • • • • • Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: In HVHZ, not to be used In structures considered living areas per FBC Section 1616 unless impact protection is provided. See Installation drawing for nominal allowable design pressures and spans. • • Installation Instructions • • • FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwq.odf Verified By: Do Kim, P.E. PE 49497 Created by Independent Third Party: Yes Evaluation Reports FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC Evaluation.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here,. Product Approval Accepts: sccurit Ml flsicv Credet Card • •• • • https://www.floridabuildin2.ora/nr/nr am) dtl.asnx?naram=wGEVXOwtnosaJkzX72Reu... R/24/7015 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (Dsf). 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/l20 L/180 L/240 10 16.17 15.76 1503 14.10 20 13.44 13.44 1222 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 - 60 7.40 6.39 0.98 - 70 6.81 4.51 - - 80 6.33 2.64 - - 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 1900 17.17 1653 20 15.01 1501 1501 13.95 30 12.50 12.50 1950 11.38 40 10.97 10.97 10,97 8.80 50 9.92 9,92 9.44 622 60 9.13 9.13 7.51 3.64 70 852 8.52 5.58 107 80 802 8.02 3.64 - 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2300 2124 21.47 2085 20 1806 1806 1806 1806 30 15.13 15.13 15.13 15.13 40 13.34 1334 1334 13.34 50 12.10 12.10 12.10 1991 60 11.17 11.17 11.17 8.43 70 10.44 10.44 10.30 5.95 80 9.85 9.85 8.43 347 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 17.50 17.50 16.91 15.96 20 1664 15.96 1406 12.16 30 1517 14.06 1121 836 40 1349 12.16 836 4.56 50 1222 1026 5.51 0.76 60 10.75 8.36 2.66 - 70 927 6.46 - - 80 7.80 4.56 - - 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 1924 20 19.61 1924 17.49 15.74 30 18.17 17.49 1457 1224 40 16.72 15.74 1224 874 50 1528 13.99 9.62 5.25 60 13.84 1224 700 1.75 70 12.40 10.49 4.38 - 80 10.95 8.74 1.75 - 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2490 24.00 2400 23.42 20 23.34 23.21 21.82 2022 30 22.10 2163 19.42 1702 40 20.86. 20.05 1702 1382 50 19.62 18.47 14.62 10.62 60 18.38 16.89 1222 7.42 70 17.14 1530 9.82 422 80 15.91 13.72 7.42 102 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 20 1811 17.66 1636 15.06 30 16.80 1636 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 726 60 12.87 1946 8.57 4.67 70 11.57 11.16 6.62 207 80 1026 9.86 4.67 - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 21.97 2197 21.52 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 16.55 40 1836 1836 16.55 14.34 50 17.16 17.16 14.89 12.13 60 I5.% 15.96 1324 9.93 70. 14.75 14.75 11.58 7.72 80 1155 13.55 9.93 5.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 23.88 23.60 20 2320 2320 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 2175 21.33 20.20 50 21.02 21.02 20.49 19.07 60 20.29 2029 19.64 17.94 70 19.57 19.57 1879 1621 80 18.84 1884 17.94 1548 GENERAL NOTES I. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NER-50I approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I-tVHZ requirements are met. 6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070. HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05- 1990. HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as_part of site -specific engineering_ SEAL .HINT VITH CONTINUOUS CAULKING SLOPE 00O0O O00 ac ALUMINUM BOTTOM J I FACINGS 1�-CLEAR SPAN (U INSIDE TO INSIDE 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 2003 19.42 1821 en 1902 1801 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 1635 13.89 1143 50 15.74 15.12 1205 8.97 60 14.64 13.89 1021 6.52 70 13.55 12.66 8.36 4.06 80 12.46 1143 6.52 1.60 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.17 24.17 24.17 2417 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 2101 40 2151 21.51 20.39 18.91 50 2045 20.45 18.88 16.80 60 19.39 1939 17.37 14.70 70 1833 1833 15.86 12.59 80 1726 1726 14.35 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2400 24.00 24.00 23.84 20 2365 23.65 - 23.34 22)34 30 22.94 22.94 22.59 21.85 40 2223 2223 21.85 20.85 50 21.53 21.53 2110 19.86 60 20.82 20.82 2036 1887 70 20.11 20.11 1941 17.87 80 19.40 19.40 18.87 16.88 0000 )0000 0 0 0 0 0 0 d 00000( io OM AC NGS INTERLOCKING (Ross SECTION ENGINEER OF RECORD TO PROVIDE FOR ROC' CONNECTIONS L SUPPORTING STRUCTURE DETAIL BY THIS OR ANT OTHER ENGINEER. •• • • • • 4' MAX WIDTH INTERLOCKING • • PANEL 61/4'/FT MIN SLOPE) EPS CURE ILB OR 219 •0g00%0 •• 0 0 • • ADD THICKNESS OF VALL FOR TOTAL PANEL SPAN. Dx ••• • • • • MAxeIN FRONt L 2st MAX AT • • • • PAEL T% a sID• • -•• OPTIONAL GUTTER ppIP • • • EPS ROOF PANEU SPAN DESCRIPTION • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• • • • • DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tamps. FL 33679 Te6 (813) 07.9255 Rev.Jt1aoa A Description ISSUED FOR PRODUCT APPROVAL 0 ISSUED FOR2(N PRODUCT APPROVAL ero ISSUED FOR 2010 FRC PRODUCT APPROVAL ISSUED FOR FOG Sm Eamn PRODUCT APPROVAL DRAWN BY: OYK C,E4(ED8Y: DYK SCALE AS SHOWN DA • • 2/1&12 -25-15 Drawing'No. - FL-1001 SHEET 1 OF 1 ••_ • 1' • • ••• • • •• •• • • • •• ••• ••• • • ••• • • • • • • • • • • • • •• . ••• • • • . ••• • • •• •• �� •••• • ••• n • • • • •• • • • •• •• • • • •• • • ••• ••• •• •• • • • • • • • • • • • •• • • • • • . • • • ATTACH TO EXIST. HOUSE WALL EXIST. HOUSE / ASSOC.C.C�FLORIDAPANELS (SPS BYD O PRODUCT PROVAL # FL-7561) N 2X5X.125 a 12" O.H. 11.-4" PLAN FRONT ELEVATION 9" LG. #4 J—BAR DOWELL MIN. 4" INTO EXIST. SLAB SET IN EPDXY 0 24" 0/C MAX. FIN. GRADE NEW 8"X8" CONT. CONC. FTG. W/ 1—#5 REBAR TYP. ACROSS FRONT ELEVATION ONLY O i0 EXIST. 4" CONC. SLAB WITH CONT. 8"X8" MIN. FTG. ADD A NEW 8"X8" CONT. CONC. FTG. W/ 1—#5 REBAR TYP. ACROSS FRONT ELEVATION ONLY FOOTING DETAIL N.T.S. RIGHT ELEVATION ATTACH PER DETAIL SHEET • • EXIST. CONC. SLAB WITH CONT. 8"X8" MIN. FTG.N.t' \ I ; .\ & ASCE 7-10 N N 0 rn 0 0 0 .o (1) C. Jc C 'o, C W >- 0 Lu F- Q U U Lu 0: D 0 0_ 0 W W • 0 O z (V W I— I- - I 0_ ti I') z 0 0 w V) Q z U C/) W 0 THESE PLANS CONFORM TO THE FBC JOB #: 151030 DATE: 11/04/15 LJj z s - Qw tJ 0 0 CHECKED 'BY: ALUMINUM ROOF FOR: H W Et 0) 0 0 0) = 0ZN Q CONTRACTOR: ALUMA OUTDOOR DESIGNS CIVIL 1. O_ • • • • . •. • STRUCTURAL CALCULATION • • • • • •. • (Based on Florda Building Code 2014 Edition) ••••• • For Proposed Aluminum Roof For: Delgado Residence 53 N.W. 99 Street Miami Shores, Florida Miami -Dade County 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 00009677 gustarnowskieng.com November 10, 2015 • S. .. • • • . • •• • • •• S. • • • • • •.• • • • • • • • • • • • • .•... .•• • • Table of Contents Delgado Residence 53 N.W. 99 Street Miami Shores, Florida Miami -Dade County . . . .. . . .... . . • • • • . . .. .. • . • . . . . . .. • . •. .. • I. Wind Load Analysis Pages . . 1-3 . • • • • . • • • II. Carry Beam Analysis Pages • • • 4-5 • • ; • ; •• .. . III. Column Analysis Pages 6-7 IV. Foundation Analysis Pages 8 County: Miami Dade Wind Calculations - ASCE 7-10 Building Description . . • • . . Wind Speed: V = 175 mph • • Wind Exposure: C ••••• • ....• • Risk Category: II •• • Length of Building: L = 11.4 ft parallel to ridge : • : •• . • Width of Building: W or B = 6 ft perpendicular to ridge •• • ••• • • • • •• Mean Roof Height: h = 9.5 ft Height Above Ground: z = 9.5 ft Roof Pitch: Slope = `0.02 tP= 1 ° Calculations Directionality Factor: Kd = 0.85 ASCE 7-10 (Table 26.6-1) Topography Factor: Gust -Effect Factor: Exposure Coefficient: Structure Type = Buildings K1= 0 ASCE 7-10 (Figure 26.8-1) K2 = 0 K3 = 0 KZt = G = 0.85 ASCE 7-10 (Section 26.9.4) Kh = 0.85 ASCE 7-10 (Table 27.3-1) KZ = 0.85 Terrain Exposure Constant: a = 9.5 ASCE 7-10 (Table 26.9.1) zg = 900 Zmin = 15 Internal Pressure Coefficient: Gcg; = 0.18 ASCE 7-10 (Table 26.11-1) Enclosed Building -0.18 a= 3 ASDReduction Factor: Velocity Pressure: qZ = 0.00256KZKZIKdV2 0.6 Apply ASDReduction Factor: qh = 56.57 psf qh = 33.94 psf qZ = 56.57 psf qZ = 33.94 psf Pressures for Main Wind Force Resisting Systems Walls Roof G = 0.85 ASCE 7-10 (Section 26.9.4),; L/B = 1.9 Cp = 0.8 Windward -0.32 Leeward -0.7 'Sidewall .. . .... ' ' .... ASCE 7-10 (Figure 27.4-1) Worst Case Pressures Total 23.1 6.1 29.2 -9.2 -6.1 -15.3 -20.2 -6.1 -26.3 ASCE 7-10 (Section 27.4.2) hwau = 29.2 psf pwan diaphragm = 32.3 psf (Windward + Leeward) q= 39.93 'psf (uplift) G = 0.85 ASCE 7-10 (Section 26.9.4) H/L = 0.83 H/B = 1.58 Cp = -1.2 Windward - 0.7 Leeward - 1.2 Parallel to Ridge 0.8 Overhang ASCE 7-10 (Figure 27.4-1) ASCE 7-10 (Section 27.4.4) Worst Case Pressures Total -40.7 -7.2 -47.9 -23.8 -7.2 -30.9 -40.7 -7.2 -47.9 Resisting Dead Load = 0 Main Roof Overhang p (gross) psf 47.92 39.13 p (net) psf 47.92 39.13 psf . . .. •• . . . . . ... • • . .. • • • . . . • •• . • . • . • • .. . . • ... • • .. . • . • . Z Pressures for Components & Cladding h < 60 ft Walls p= 33.94 psf A = 10 ft2 GCp = -1.1 Zone 4- -1.40 Zone 5- 1 Zone 4 & 5+ •• •• .. . • ASCE 7-10 (Figure 30.4-1,)" Zone 4 Zone 5 Zone 4 & 5 p psf -43.45 -53.63 40.05 Roof Gable/Hip Roof 0° < 0 < 7° p = 33.94 psf A = 10 ft2 GCp = -1 Zone 1 -1.80 Zone 2 -2.8 Zone 3 0.3 Zone 1,2,&3 -1.7 OH 1 & 2 -2.8 OH 3 Resisting Dead Load = ... • . . .. . • . . • • • . • . . ... . .. .. . . . • . . . • . • . . • . .. . . ... • • . . . .. . ASCE 7-10 (Figure 30.4-2A) 0 psf Zone 1 Zone 2 Zone 3 Zone 1,2,&3 OH 1 & 2 OH 3 p (gross) psf -40.05 -67.20 -101.15 16.29 -63.81 -101.15 p (net) psf -40.05 -67.20 -101.15 16.29 -63.81 -101.15 3 Enclosure Type: Wind/Exposure: L Aluminum Roof 170C ASCE 7-10 Roof Load: 40 psf Alloy Type: 6063-T6 Beam Load: 4 ft Beam Length: 11.33 ft Span Type: Non -Continuous Beam Tested: 2X5 W = 13.33 lb/in Fb = 15.00 ksi SX = 2.08 ins Moment(Act„aI) = 30809 in -lb Moment(Allowable) = 31225 in -lb CARRY BEAM WORKS Deflection(Actuap = 1.13 in Deflection\Aiiowabie) = 1.70 in DEFLECTION REQUIREMENT MET L/ 80 • • .... . . • • • .... • ... • . . •. ...... . • .. . • • . . . .. .. . .... • . 4 Beam Type = 2X5 Alloy = 6063-T6 •• • •. • . . • ..• . • Carry Beam Properties . • . Area = 1.69 in2 b = • •2 • • . in• • h = '3' • in' . . • c = 2.5 in (h/2) [Dinner =• � � � • • • • bh 3 — b' h 3 hinner = •1i; .in II . in • • Ix = 5.20 in4 12 t1 = 6.125 ' in' • . • . Ins bh3 —b1h13 t2 0.1 : int ....• • Sx(Provided) = 2.08 6h A„„= 1.219 in • " •• Af = 0.469 in` J = 3.09 in 2t2tr(b—t2)2 x(h—t,)2 bt2 ±ht, —1.22 —1,2 Results 1.21 in4 hb3 —h,b,3 Fballowable = 15.00 ksi Y 12 Sx = 2.08 ins Lb = 1 ft Mxallowable = 31.22 in -kip W = 13.33 lb/in Mbcomp = 30808.536 in -lb k= 1 L = 135.96 in r = 1.76 in Ibh3 —b1h13 12A Tarnowski Engineering 5 11/10/2015 Exposure: C Wind Speed: 175 Beam Load: 11.33 (Column Spacing) Selected Beam: 3X3X125 Enclosure Type: Aluminum Roof Roof Load: 40 Roof Load: 40 Wall Loadwndward: ' 0 Wall LoadLeeward: 0 Alloy Type: 6061-T6/6005-T5 Column Height: 9.33 Beam Span: 8 Mansard Height: 0 Mansard Width: 0 Code: ASCE 7-10/FBC 2014 Column Case 1 BEAM WORKS Case 2 BEAM WORKS Case 3 N/A Case 4 BEAM WORKS DEFLECTION REQUIREMENT MET mph ft • . • • . .. • . • . . • • .... . . . .... . • . .. .. . . • ... . • . .. • • • • . . .. . . ... • . • . . .. • H1= 9.33 X1= 0 X2= 0 Roof Load = 8 H2 = 0 psf Non -Combined Load psf Combined Load psf psf ft ft ft ft DEFLECTION REQUIREMENT MET <----300# Point Load fa + Cn �f,� Case 1: + n''f <<-1.0 Fa Fuji— fa/Fex) Fby (1C— fa/Fey) Case 2: f f f a + Fxc b'" < 1.0 F Fba Fby Case 3: + b'' <<-1.0 Fa Fb,, Fby Case 4: f _ M f < F <----300# Point Load b— S b b ft ft. ft ft ft Tarnowski Engineering (12 11/10/2015 Rational Analysis (Worst Case) • • • • • •• •• • • • • • Slab Thickness = 4 in • Strip/Monolithic Footing Size = 8 X 8 in inches • Isolated Footing Size = 0 X 0 X 0 in inches 1 *Number of Iso i.tg+9:• thatpppjx. •••• • • • • •• •• •• • • • • qZ = 40.00 psf -2psf dead load • • • • • • • • Wind Uplift = 38.00 X 6.665 X 4 = 1,013 • LB• •••• Apply Safety Factor = 1013 X 1.67 = 1,692 LB •..• •• • ... . . Weight of Concrete Slab = 150 X 0.333 X 11.33 X 1.35 = 765 LB '••' • Weight of Strip Footing = 150 X 0.667 X 0.667 X 11.33 = 755 LB Weight of New Strip Ftg = 150 X 0.667 X 0.667 X 11.33 = 755 LB Total Weight = 2,275 LB Utilization = 74.352 % FOOTING O.K. Check Unreinforced Slab Engagement Area Mn = 0.55(5) i Sm per ACI 318.08 fc = 2500 psi R22.7.4 M„= 137.5xSm Sm = 8 ins Sm = bd2 b = 12 in 6 d = 2 in reduce slab thickness from 4" to 2" per ACI 318-08 R22.4.7 M„ = 1100 in -lb or 91.67 ft-lb per 12" width of slab Verify if 4" slab will not rupture at: 1.35 ft 92 = 765 ft X L 11.33 ft L = 1.36 ft Since 1.36 > 1.35 Lrupture = 1.36 ft SLAB O.K. 7 TO EA EXIST TRUSS FROM CHANNEL AND 0 12' O.C. MAX. TO FASCIA #2 0 12" C.C./PANEL T&B C 2x3 2" MN. FASCIA NOTE: FASCIA MAY BE BUILT UP BY LAGGING NEW 1' MEM. TO OLD/ 2-1/4" x 3-1/2" LAGS/TRUSS OR RAFTER. 2- SUB -FASCIA BEHIND 1" FASCIA IS ALSO ACCEPTABLE. FASCIA CONN. a w a a N HOUSE CONC. WALL 2-1/4"X2-1/4" LON TAPCON ANCHOR 2"X2"X1/8' CUP ANGLE THRU CLIP // - CONC. WALL�O EXTG. EA. 2�,�A.WCLIP TO BMR (TWO EA. CUP. 4/BM) FOR 7 BEAMS OR FOR 9" BEAMS OR GREATER GREATER. S 3 - #4 USE (3) TAPCONS. BM TO HOUSE CONN. INS. ROOF If 1 BEAM LOAD _I D w UM N N w w AL KICK PL. OPT. USE 202 TOP ATT. KP W/1-#2 0 8" O.C. BEAM SPAN SEE SCHEDULE VARIES ROOF PLAN BEARING WALL SEE COL SCHEDULE (SHT. "B2") ELEVATION CAR POR••••:'••:•. A • :::'•T EARINC.:.iWAL,'L. \ 8'-0.:::.11X'::':::'`•:'• .:--COL'' `SCREEN t)hfi.Y_:.:::•.`CHAIR RAIL `.: PER SCHED. FASTENING SCHED.... .;:'•::'' 1 — #14 TEK SCREW%HEX HEAD 2 — #10 S.M.S./ HEX HD. 3— 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 E 34 E 34 ELEVATION c SUN ROOM [CONNECTOR 1 #8(�; O.C. w a. LA' CORNER COL 202 1/4" AIR GAP #8 0 8" C.C. CARRY BEAM PER SCHEDULE OPTIONAL 1X2 2i(2"X1/8" X 2" LONG CUP ANGLE W/3 - #2 EA. FACE 4LB* 1X2 EXIST. MOBILE HOME EXIST. DRIP CAP AL FLASHING #8 0 8" C.C. $" THRU BOLTS AHERS & NUTS BOTTOM T-2 OR T-3 g BOLTS /8" THRU- OR SITE SPEC EDULE SEE ANCHORING DETAIL FOR CORRECT SPECS (SHEET "C") SECTION B—B SECTIOw•:;t—A (SCREEN ROOM) (CAR') f{T) (COVER • ::::::PATIO) " •. * SEE TABLES OR SITE SPECIFIC,.�RAW1NGS Ft�E?•;:(t QUi(+Efl•;B£AI \CONN. TO BE CONT. TOP TO BOTTOM OF PANEL OF 20 ALL JOINTS 2"X2'X1/8" THK. LENGTH DETERMINED BY BM. SIZE) TO COL G NEL ANCHORED (5 SCREWSWJ N.)) TEK SCREWS CARRY BM. TO ALUM. COL. CONN. DETAIL 202 2 SCREWS 5 SCREWS MIN. EACH SIDE) INSULATED ALUM. PANEL DETAIL SHEET: 1%2 (SNAP MAY BE USED) /.Z}A.•I1LyM;: ANGLE W/ ONE 3/8'1T4'' LO' TAPCON TO & (4)-18 TO COL (TYP) COLUM 2-#2 (TYP.) INTERMEDIATE COL. FOR SCREEN ROOM #3 0 12" O.C. TO CONC. #7-16" O.C. TO 2 X 4 STUD PANEL TO )w/CTTO BM (W/2#7 EA. UP INTO FASCIA) MIN. 2" FASCIA FOR 7" BEAMS OR GREATER USE (3) - #4 & (3) - #7 BM. CONN. AT FASCIA OPTIONAL FLASHING #2 0 12" C.C. /PANEL T&B L. H-2 OR H-3 WALL CONN. AL FL'G. OPTIONAL >5'ECTI6N. C—C :. 'UN ROOM) • )ID COLUMN SIZES. CARRY BEAM PER SCHEDULE 1 X2 OPTIONAL F.B.C. 2014 EDITION & ASCE 7-10 :$IDlE`O.C. #3 0 18" 0.C. CAULK WATER- PROOFING 48" 032•'::••R - AL TK. ALLOY 3003 - .;`:'•,.::;.. • T-2 OR T- WINDOW J`•i:'% FRAME BY WINDOW MANurACT. ANCHOR WINDOW FiVit.i>*:•.30• CHANNE( •:••:•. OR 302 WI #10;;AIS'•:,X•;;4.":,LONG ®'::• 16" O.C. MAX,;::MRST•:;S00".;DN ALL SIDES TO BE';N0411.iRT140.FIAN 2" FROM ANY•,'••00 E.R OF::1�INb©Nr::,:;•. FOR COLUMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2"X2'X2"X1/8" ANGLE EA. SIDE OF INSIDE OF COL. W/ 3 - #6 TO COL & 1 — 3/8" X 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. 9 EA. CUP 0 tV. DET: •'.....PANEL MAY :/4" PLYWOOD 'R'0".:•s::, FROM TABLE OR FL PRODUCT APPROVAL M114::$!0.F PITCH IS Y4" PER 12", MAX IS 6" IN 12" ROOF PANEL CONNECTION (FRONT ELEVATION) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: RC`QI;.PANELS PANEL C80': 12' SPAN OR LESS L/12O L/18 * OVER 12'. R — 2 •1.1.' :6" 12' • 0" -- R — 3 •142,'•-•O" 33'—$6" • . • -- . R — 4 ••—••• 4611 2" 13i••-•10' t742-1.0' ••••• 21' 3" R — 6 •_ =-• Lt'.- " R — 8 •T.-•.• •• 24'•_4„ * = FOR USES IN H'%HZ AR IS411LLY • • • • • • 2"X2"X1/8" X 4" LG. ANGLE FA. SIDE OF COLUMN W/ (4)-#14 TEKS TO COLUMN & (2)-1/4" THRU-BOLTS TO CARRY BEAM ALUM. COLUMN if BEAM ALUM. CARRY ALT. CARRY BEAM TO COLUMN #8 THRU PANEL, BM. 8" C.C. 2 (1- /2" LONG) 0 11" C.C. (TYP.) 2"X2"X1/8" X 2" LONG CUP ANGLE W/3 - #2 EA. FACE SCREEN ROOM COL. TO BEAM CONN. 3" FROM EDGE TO DOLT (MIN.) COLUMN ANCHORING DETAIL .• • • • •-_-•- • • • • • • • • • •• • 2"X2"X2" LONG X 1/8' ANGLE EA. SIDE OF COL W/ 8(4 #6 LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. 0 EA. CUP �4—#6 TO COL (TYP) 1 - 3 8" X 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. (TYP.) 2 PER COL 3018"O.C. ELSEWHERE FRONT ELEVATION NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2"X0X1/8"X2" LONG.) USE ONE ANCHORS PER CUP — MIN. TWO ANCHORS PER COLUMN IN ALL CASES. 3/8' DIA., BOLTS ARE. TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL) EPANSION BOLTS TO BE "HILTI KWIK BOLT II" SYSTEM OR EQUAL *3/8" TAPCON MAY BE USED IN UEU OF 3/8" EXPANSION BOLT SEE -GENERAL NOTE 4 FOR ADDITIONAL REQUIREMENTS DELETE 1 X2 FOR OPEN PORT (TYP.) =DATE : 07/01/15 SCALE : N.T.S. SH "C.T., TARNQ'J1SEti:'-P.E STRUCTURAL ENGINEER - FAA. UC. 0050662 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 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. ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA: 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. LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 2. 53 PSF MAX ROOF LOAD, 21 PSF WALL LOAD 3. WIND LOAD = 175 M.P.H. / EXPOSURE C / CATEGORY II COLUMN SCHEDULES WITH SOLID ALUMINUM ROOF (OPEN WALLS) COLUMN TYPE: 3X3X.090 LOADING = 38 PSF AREA = 1.08 K = 1.5 I. = 1.52 COL SPACING 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 21.3 19.1 17.4 16.1 15.1 14.2 13.5 12.9 12.3 11.8 11.4 11.0 10.7 10.3 10.1 9.8 9.5 5 19.1 17.1 15.6 14.4 13.5 12.7 12.1 11.5 11.0 10.6 10.2 9.8 9.5 9.2 9.0 8.7 8.5 6 17.4 15.6 14.2 13.2 12.3 11.6 11.0 10.5 10.1 9.7 9.3 9.0 8.7 8.4 8.2 8.0 7.8 7 16.1 14.4 13.2 12.2 11.4 10.7 10.2 9.7 9.3 8.9 8.6 8.3 8.1 7.8 7.6 7.4 7.2 8 15.1 13.5 12.3 11.4 10.7 10.1 9.5 9.1 8.7 8.4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 14.2 12.7 11.6 10.7 10.1 9.5 9.0 8.6 8.2 7.9 7.6 7.3 7.1 6.9 6.7 6.5 6.4 10 13.5 12.1 11.0 10.2 9.5 9.0 8.5 8.1 7.8 7.5 7.2 7.0 6.7• 6.5 6.4 6.2 6.0 . 11 12.9 11.5 10.5 9.7 9.1 8.6 8.1 7.8 7.4 7.1 6.9 6.6 6.4 6.2 6.1 5.9 5,7.•;• 12 12.3 11.0 10.1 9.3 8.7 8.2 7.8 7.4 7.1 6.8 6.6 6.4 6.2 6.0 5.8 5.6 5.8•:• 14 11.4 10.2 9.3 8.6 8.1 7.6 7.2 6.9 6.6 6.3 6.1 5.9 5.7 5.5 5.4 5.2 5.1':• 16 10.7 9.5 8.7 8.1 7.5 7.1 6.7 6.4 6.2 5.9 5.7 5.5 5.3 5.2 5.0 4.9%'.. 4.8 '• 18 10.1 9.0 8.2 7.6 7.1 6.7 6.4 6.1 5.8 5.6 5.4 5.2 5.0 4.9 4.7 4,6"..••: 4.5 20 9.5 8.5 7.8 7.2 6.7 6.4 6.0 5.7 5.5 5.3 5.1 4.9 4.8 4.6 4.5 •'•'4.4'•'•••'•:4.3%. TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND. BEAM LOAD *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. COLUMN SCHEDULES WITH SOLID ALUMINUM:;:.F.t BEAM LOAD FACTOR* WALLS) COLUMN TYPE: 4X4X.090 LOADING = 38 PSF AREA = 1.45 :IG;. .:i 5 1 = 37j::::•; COL SPACING 4 5 6 7 8 9 10 11 12 13 14.••. 15 :.,,. T;6:?.:..18.,•,:.19,: •• ?. . • 20 4 33.2 29.7 27.1 25.1 23.5 22.1 21.0 20.0 19.2 18.4 1.7.26. "'•17.1 16:6. t.46:1'.. 1&*• {•13.2':' 14.9 5 29.7 26.6 24.3 22.5 21.0 19.8 18.8 17.9 17.1 16.5 •'15.9'•'{1$c3. 14.9 '•tj.4'4.'•.j40: {•1.3:6 13.3 6 27.1 24.3 22.1 • 20.5 19.2 18.1 17.1 16.4 15.7 15.0 14.$ ?•14:41' r 13.6 1 ✓ 2• •.4'• 8 . ''144.4 12.1 7 25.1 22.5 20.5 19.0 17.8 16.7 15.9 15.1 14.5 13.9 13.4. 513;8J '.,126 12.2 11.13 11.5 11.2 8 23.5 21.0 19.2 17.8 16.6 15.7 14.9 14.2 13.6 .•13,0 12.6 ':12:4.',1a'.9• 11.4 11.1 10.8 10.5 9 22.1 19.8 18.1 16.7 15.7 14.F 4 0 13.4 12.8'... f2:a '•'•1.1:8. 1 t:4•: '.../.1 '�'• •..10.7 10.4 10.2 9.9 10 21.0 18.8 17.1 15.9 14.9 14.0 13.3 12.7 12.1...,.. •1,1:3• •:•1.1•.2: }10. :''• jfSS::r1•I1 .2 9.9 9.6 9.4 11 20.0 17.9 16.4 15.1 14.2 13.4 12.7 12.1 7.T.6'•...1:1:4• •:•'�17.7::•:�0.3:'•'•4O:O,:•9.7• 9.4 9.2 9.0 12 19.2 17.1 15.7 14.5 13.6 12.8 12.1 11.6 11.1:•••.14:6: •.r1•D.2:.:8:•g::?.9.'6'•:',':9.3 9.0 8.8 8.6 14 17.8 15.9 14.5 13.4 12.6 11.8 11.2 10.7 10.2 •t9:$':: •.•9.5'.. 9.2 '• '8.9'?•'•' 8.6 8.4 8.1 7.9 16 16.6 14.9 13.6 12.6 11.7 11.1 10.5 .•1.0.. ••9.6 9:2':..:13.9...•. •.8.6 8.3 8.1 7.8 7.6 7.4 18 15.7 14.0 12.8 11.8 11.1 10.4 9.9•,' .9 4......9,0 8.7'••. ••• 4'•:•.:3..1 7.8 7.6 7.4 7.2 7.0 20 14.9 13.3 12.1 11.2 10.5 9.9 9.•4'.:::.9:D:: ?$,�T6: 8.2 '• ' 11.%. •7:7• • 7.4 7.2 7.0 6.8 •6.6 ]BEAM LOAD FACTOR* COLUMN HEIGHT TABLE GIVES MAX. IGHT FOR GNE4�•:.CSSL'U{414:::. RACING AND':8 1 .:10AD *BEAM LOAD FACTOR = THE SUM OF 1/2tc1k3)r.SPAN:QE IHE.:L9NGEST ••M MBER ATTACHED TO EACH:':SERE OF::•TfjP:Ptg• . .•:.BEAM., COLUMN SCHEDULES WIT}-:;:: OLID'ALUMINUM ROOF (SCREEN WALLS) MAXIMUM COLUMN HEIGHT W/12' ALUMINUM ROOF MAXIMUM COLUMN HEIGHT W/20' ALUMINUM ROOF COLUMN 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' COLUMN 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 2X3X060 7.2 6.8 6.5 6.2 5.9 5.7 5.4 5.1 4.8 2X3X060 6.4 6.1 5.7 5.8 5.5 5.1 4.7 4.4 4.1 3X3X090 10.0 9.5 9.0 8.6 8.2 7.9 7.6 7.3 7.1 3X3X090 8.0 7.7 7.4 7.2 7.0 6.8 6.7 6.5 6.3 3X3X125 11.6 11.2 10.8 10.3 9.8 9.4 9.1 8.8 8.5 3X3X125 8.9 8.5 8.2 8.0 7.7 7.5 7.3 7.2 7.0 4X4X090 13.3 12.5 11.9 11.3 10.8 10.4 10.0 9.7 9.4 4X4X090 10.8 10.4 10.0 9.7 9.4 9.2 9.0 8.8 8.4 4X4X125 15.7 15.1 14.6 14.1 13.7 13.1 12.6 12.2 11.8 4X4X125 12.0 11.5 11.1 10.7 10.4 10.2 9.9 9.7 9.5 4LB 9.5 9.0 8.5 8.1 7.6 7.2 6.9 6.5 6.2 4LB 8.7 8.2 7.4 6.8 6.1 5.5 4.7 3.6 0.0 5LB 12.2 11.5 10.9 10.3 9.8 9.3 8.9 8.5 8.2 5LB 10.9 10.5 9.9 9.2 8.7 8.1 7.6 7.1 6.3 6LB 13.8 13.0 12.2 11.6 11.0 10.5 10.0 9.6 9.2 6LB 12.6 12.2 11.5 10.8 10.1 9.5 9.0' 8.5 7.8 7LB 15.7 14.7 13.8 13.1 12.4 11.8 11.3 10.8 10.4 7LB 14.4 13.9 13.1 12.3 11.6 11.0 10.4 9.9 9.5 8LB 24.1 22.8 21.6 20.6 19.7 18.9 18.2 17.6 17.1 8LB 18.8 18.0 17.4 16.9 16.4 16.0 15.6 15.2 14.9 9LB 26.2 24.7 23.4 22.3 21.4 20.5 19.8 19.1 18.4 9LB 20.6 19.8 19.1 18.5 18.0 17.5 17.1 16.7 16.3 9LBH 29.2 28.1 26.9 25.7 24.6 23.6 22.7 22.0 21.3 9LBH 22.3 21.4 20.7 20.0 19.4 18.9 18.5 18.0 17.7 10LB 33.7 32.4 31.3 30.0 28.7 27.6 26.6 25.7 24.9 10LB 25.7 24.7 23.9 23.1 22.5 21.9 21.3 20.8 20.4 TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING. NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON- BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. **ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY **1 /3 STRESS REDUCTION NOT USED IN CALCULATIONS **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED ALUMINUM ROOF SPAN TABLES: 18X14 MESH EXPOSURE C 175 MPH CHAIR RA kiEDULE 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 *>b�FE}:..•1• C O)t' = 172''TR DISTANCE TO CHAIR RAIL OR GROUND BELOW:'• 1•:.1c,.THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE i4:47£•:' ALL SPANS ARE FOR ESTIMATING •:PtJ1 POSES ONLY. SEE SITE, SPECIFIC 'ENGINEERING AND CALCULATIONS FOR REQUIRED MEMBER SIZES. COLUMN SPACING F.B.C. 2014 EDITION & ASCE 7.10 18X14 MESH BEAM PROPERTIES 'Ttit {<fiW..•':::'•:'. MARK TYPE SIZZ .'•;?:?::::::?.; b '':•..':t7'::;:•..::•.• • t1 ''; �'.r ;•1:'•..•::'.• 4LB LAP BEAM 2.0 4?4;:r;:•:'::::::0;100 "4' • 5LB LAP BEAM ::?:0:;'::•,.., •;:.'•:::t}':::;::,•:::::?G:it'•:•;:::•'•;:::9';i•2t1'•::;:•. {:{....40'?:::%•.r;::{:a7•;0:r:':,:"::..Q,:1 .. 5.0''::.;r: kJ,1:fi6: .D;:::.''. 0.050 0.050 0.055 6LB LAP BEAM 7LB LAP BEAM 8LB LAP BEAAl1.• ;2:0.':::;.:,:? $'0 •::'.}:'Q';22r11 0.072 9LB LAP BEfSJJf.r:•;.. 2.0 :'::::::•::::11';0 0.224 0.072 9LBH LAP t30t{ir..%::::;::.. , 2.0 '' : .:::::9:0:•.%. 0.306 0.082 10LB LAP B6Alii:::'•:::.: 2.0 :'::::t'4_Q:•::::: • 0.389 0.092 •DUCE• FOR SOLID ALUMINUM ROOFS .. • • • • • ¢E0:1:IIADS WHERE ROOF PROJECTION :`:'.P:...1.r OR y ..::A;:. = L/BO BEAM LOADS WHERE ROOF PROJECTION • IS 12' OR GREATER . VII dtp • • MAXIMUM BEAM SPAN ••••' , i••••� BEAM 4' 5' 6' 7' 8' 9' 4' 5' 6' 7' 08i • i • 9 1% • .12' • 2X4X125 9.8 8.7 8.0 7.4 6.9 6.5 7.4 6.9 6.5 6.2 .5.9. ,,.'.7 5.5 6.1 • 2X5X125 11.5 10.3 9.4 8.7 8.1 7.7 9.0 8.3 7.8 7.4 J.1...6.8 6.6 • 6.2 18 4LB 6.7 5.9 5.4 5.0 4.7 4.4 6.4 5.9 5.4 5.0 '1.7 • 4•4 4.2 5LB 8.3 7.4 6.7 6.2 5.8 5.5 8.0 7.4 6.7 6.2 5.8 5•.5 5.1• •44• 6LB 9.2 8.3 7.5 7.0 6.5 6.1 9.2 8.3 7.5 7.0 -1.5 • 'so 5.e 5.3 7LB 10.4 9.3 8.5 7.8 7.3 6.9 10.4 9.3 8.5 7.8 7!, 6!9 6.Q • 1.e: •9.3• 8LB 16.1 14.4 13.1 12.2 11.4 10.7 13.8 12.8 12.0 11.4 10.9 10.5 10.16 9LB 17.4 15.5 14.2 13.1 12.3 11.6 15.1 14.0 13.2 12.5 12.0 11.5 11.0 10.0 9LBH 20.0 17.9 16.3 15.1 14.1 13.3 16.3 15.2 14.3 13.6 13.0 12.5 12.0_ 11.3 10LB 23.2 20.8 19.0 17.5 16.4 15.5 18.9 17.5 16.5 15.7 15.0 14.4 13.9 13.1 TABLE GIVES MAX. BEAM SPAN TOR GIVEN BEAM LOAD *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) WITH ROOF UP TO 12' WITH ROOF UP TO 20' RAIL 4.0' 5.0' 6.0' 7.0' 8.0' RAIL 4.0' 5.0' 6.0' 7.0' 8.0' 3X2X050 3.7 3.6 3.6 3.5 3.5 3X2X050 3.0 3.0 2.9 2.9 2.9 2X3X097 5.0 4.9 4.9 4.8 4.8 2X3X097 .3.9 3.9 3.9 3.9 3.9 2X4X050 4.5 4.4 4.3 4.3 4.2 2X4X050 3.6 3.6 3.6 3.5 3.5 2X4X125 6.9 6.8 6.7 6.6 6.5 2X4X125 5.3 5.3 5.3 5.3 5.3 2X5X050 5.2 5.1 5.1 5.0 4.9 2X5X050 4.3 4.2 4.2 4.1 4.1 2X5X125 8.0 7.9 7.8 7.6 7.5 2X5X125 6.4 6.4 '6.4 6.4 6.3 ]BEAM LOAD FACTOR* TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD *BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL BELOW 2X4X.050 MAY BE USED IN LIEU OF 41_9; • 2X5X.050 MAY BE USED IN LIEU OF 5LB. ,, 6005-T5 =DATE ' ' 07/01 / 15 :SCALE : N.T.S. • SH [i 75C*1'* BEAM LENGTH B/T COLUMNS • •• • • • • BEAT • FACTOR• • • •• • BE46,M LENGTH B •GpUWMNS • • ENGINEERING BUSINESS CA 00009677 TARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 - /�j Plantation, FL 33317 Fax (954) 727 - 9644 C.T. TAR�1ON'S THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, if INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. NOTE: THI'::b)✓iAfk'•:, APPLIES;::Y,C0i 7='• st WIDE MRSfSN12Y WtI4 CUP ANGLE #14 TEK SCREWS FOR 7LB OR LARGER OR #10 S.M.S. FOR 6LB OR SMALLER 0 18" C.C. TOP & ROT. BEAM TYPE t, t. 4LB .100 .046 5LB .116 .050 6LB .120 .050 7LB .120 .055 BLB .224 .072 9LB .224 .072 9LBH .306 •082 1OLB .389 .092 TO BOLT 55 *W�"'8- FIG. # I 12"* STRIP FTG. DETAIL W/ PAVER OR TILE * 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. FINISH GRADE SODDED READ.. FOR EROSION PROTECTION SEE COLUMN ANCHORING D6Cli:,'••:*:•: 3" FROM EDGE TO BOLT (MIN.; EXIST•;:r} . , NOMINAL 2" MIN. COVER 'Ic:: ±N:..,{.:• * NOTE: SITE SPECIFIC ENGINEERING REQIJI D'•:FOR'SCR f31;(�lJQFS;:::. WHEN THIS MEASUREMENT IS LESS• TI4AN'; 3'-0,"••:• •:.F $.;:ALL SOUD ALUMINUM ROOFS. (EXCEPTION:;:$1TE;SPC.IF10''::::;: ENGINEERING IS NOT::i2E L:MED FOR••:•SLftEeN.: wALLS UNDER EXISTING HOUSE.•;f 7pfi ):' FOR Coi::4NS 5" DEEP OR GREATER INSTALL ADDITIINi4L 2"X2"X2"X1/8* ANGLE EA. SIDE OF INSIDE OF COL W/ (3)- #6 TO COL & (1)- 3/8" X 2 1/2" LG. TAPCON .}::TO CONC. 0 EA. CUP #6 TO COL (TYP) (2TO)- CONC (TYP.) X 3 4 PER CO TAPCON 3 0 18" 0.C. ELSEWHERE FTC. 121 3" FROM EDGE - < X DELETE 1X2/1X3 FOR MIN.rna,�n�r<a,.:•.:•, FRONT ELEVATION OPEN PORT (TYP.) COLUMN ANCHORING DETAIL • 4LB,5LB,6LB 7LB 8LB.9LB.9LBH 10LB LAP BEAM SEE COLUMN ANCHORING DETAIL 1X2 OR 1X3 PAVERS OR TILES OPTIONAL /i////////// //////////// 3" FROM EDGE TO BOLT (MIN.) 8/1o/wW.A :}'Aj/ER OR TILE LIEU OF 6X6 - 10/10 W.W.M. SEE COLUMN ANCHORING DETAIL 3" FROM EDGE TO BOLT (MIN 4" CONC. SLAB W/ 6X6 - 10/10 W.W.M. / 8"X8" FTG. W/ 1-#5 FTG. & SLAB DETAIL NOTE: FIBERMESH MAY BE USED IN UEU OF 6X6 - 10/10 W.W.M. 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. NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN UEU OF TAPCON TAPCONS ARE TO BE SIMPSON "MEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL DETAIL SHEET: " FROM'. E 0 BOLT 064" N1 �+ TYP. 0.6 2.0" C 2X2 C 2X3 .090" 2X2 3X3 4X4 2"X2"X1/8" X 2" LG. MIN. ANGLE EA. SIDE OF COL W/, (4)- 6 TO COL & T) APCON- TO CONC 1/2"X 3 LG. COLUMN ANCHORING DETAIL (4)- #6 TO COL (TYP) TAPCONTO CONC." X 3 /2" LG. (TYP.) 2 PER COL. 3 0 18" O.C. ELSEWHERE 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. DETAIL)'•;.:•:•::•, EXPANSION BOLTS TO BE "HILTI KWIK BOLT II" SYSTEM OR EQUAL *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN UEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL NOTES'' THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE W/ i'HE:•:'k Q(,•1IREMENiS':, O ':'THE F.B.0 2014 EDITION. THE MIN. MECH. PROPERTIES OF ALUM::;•:•FIRE:;1N•.A000 1:00c1 •:')/ LAtE8T ED. OF THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO CO{tiFF:(7{ S`.TD•:.7k11~;::f] 5{G(F::G •RIA OF THE ASCE 7-10 SCREEN WALL & SCREEN ROOF ,LADS BASSO.::SSy::;i$X14 SCREEN':'•YvIESH. ALUM. PAN & INS. PANEL STR&1.0,`TUt?ES BASED:•:ON::';4•:Ot3.°.& LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECTED: W/•::BOL•TS, POP •RIVETfT•:•:QR OTHER POSITIVE FASTENERS. 2. ANCHORS SHALL BE PLACED GREAT. .'.T0AN 3"''.ERQM:•;EPOE•• OF CONCRETE SLAB OR FOOTINGS. ALL CONC. FASTENERS MUST 8E;{EA(F(S}''A MIN. (SF•:a:::i: 2"),INTO SOLID CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDV1bUAf..%)), LS;..:;::;::• ::•: • • .• 3. FASTENERS FOR ALUM. SHEE.Tk::SHALL NOT pp 8 :¢N:•:.CENTER 4. ALL CONC. ANCHORS SHAti';'•:HAVE A 1:,;2C:':idjf4;;:•HEA0 OR`•8E PROVIDED W/ 1/2 INCH DIA. WASHERS::MIN. 5. CONTRACTOR IS RESPONSI$E ::1:0 INSULATE AUJM;':MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS;:::•;:::•;::•;.., 6. ALUM. IN CONT t•:':W/ C00.0 :'•O:R':.WQQD,•;: A14..,: IE PROTECTED WI HEAVY BOOTED BITUMINOUS PAINT OR WAT•E'R:'•44-.1 TR• METHAC0'ig ' •::l.Ag tjER OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF ALUid:: :'' :tl '••. l?4. �!*. PAINT''AhFq•;:xl{E'•;;1dINTS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO 'BO:•:ts1n••L'•I CLOSING AT0D' LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR SPA ;EXi3f;•:DOOR LOCATIOJ3:A. 202 DOOR JAMB PLACEMENT IS OPTIONAL. ALL OTHER COLUMNS TO :TEAIi11Ai::•J?r::'" :: Y�lt�::'•:::':.' ::.'::.. 8. AU.•::04.) .%:*BG:::QE lil) ':'•Sl.:401..::Qf4 SITE -SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON THIS: Sf+ANDAf?R:'tSE`f)tlf;••::SHEFt'i.:::: :'•;.:9,::,.1X2'S'1+NR:':I S ARE NON-STRUCTURAL MEMBERS MAY::f{E• 1JS(±D INTERCHANGEABLY. ,`. ALL CpNCRETE•••OR:':•FOUNDATIONS TO BE 2500PSI MIN, COt Cj2L�iE EXCEED)NA:;14IS SPECIFICATION MAY BE IeQIJIREb PER LOCAL,'' BUILDING CODES. :•,:t EnMS, PURUINS,. COLUMNS *AL 6005-T5 te OTHER'•;•ERl1SI0NS AL 6063-T5 ::A JMIN�I1t.:: E{E *AL. 3003-H16 :.';$.QLTr;:SCIiBN/S, RIVETS, WASHERS AL 2024-T4 ::•;::'AL'•:L'•.' FASTENERS TO BE ALUM., NON-MAGNETIC :•:.50$10 ESS STEEL CADMIUM PLATED STEEL, OR ''~IdYL'ON HEADED (NYLO-TEC OR PRO-TECT) *UNLESS OTHERWISE NOTED 4 125" n .050" V 4, 2.0 4, , 2.06 4, 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 SOLID ALUMINUM ROOF 12"X16" 2-#5 FOOTING SIZES SMALLER THAN SHOWN MAY BE USED WITH SITE SPECIFIC PLAN. F.B.C. 2014 EDITION & ASCE 7.10 2X4 3X2 2X5 3X3 OR 4X4 ALUM. COL. CONC. FOUND. 3" FROM•:ED _• TO BQ41:•; MIN. 6005-T5 • 4.67" LUM{•: •ANCHORING DETAIL FRONT ELEVATION INTERIOR FASTENING 4- #10X 1 1/2" SMS. INTO SCREW SLOTS EA. SIDE RAIL* RAIL* COL CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE :064" N 125" 4, 2.0" H-3 L 2X2 :•'O7.")(1/8" X 3" LG. MIN. O SIDES OF iyll•r 6)-M#1 TO COL COL :'&:••(2)- 3/8"X2 1 /2" LG. TAPCONS TO CONC. 2"X "X1/8" X 3" LGo A111J• i • ANGjE TV/0 SIDES OP COL W/ (P). #1, TO COL• & 8"X2 1 /21 •Lc• • • TAPCMS.1U• CONC. • •••• • • •••• • • S. •• • • • • • • • • • • • • • • ••• • • • •• • • • • •. • • • • • • • • • • • • ••• • • • • •• • (6) - #10 X 3/4" SMS. (3 EA. SIDE) 2" X 2" X .062" RECEIVING CHANNEL WI 6- #10X3/4"SMS. TO SIDE OF COLUMN 2" RAIL* RAIL* COL ALT. CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE FASTENING SCHEDULE #1 - #14 TEK SCREW/HEX HEAD #2 - #10 S.M.S./ HEX HD. 3 - 1/4" X 2 1/4" TAPCON ANCHOR 4 - 1/4"BOLTS/WASHER/NUT 5 CLIP ANGLE,.125 THICKNESS MIN. 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 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 THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, • INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.