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ACT-14-17760 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217901 Permit Number: ACT -8-14-1776 Scheduled Inspection Date: September 29, 2014 Inspector: Rodriguez, Jorge Owner: SANCHEZ, JUAN & MARIA Job Address: 17 NE 106 Street Miami Shores, FL Project: <NONE> Permit Type: Awnings/Canopies/Tents Inspection Type: Final Work Classification: New Phone Number (305)345-0202 Parcel Number 1121360060260 Contractor: RECOL INC Phone: (305)688-8687 euiming Department comments ALUMINIUM PATIO COVER 30 X 10 ON EXISTING CON. Infractlo Passed Comments SLAB I INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 26, 2014 For Inspections please call: (305)762-4949 Page 9 of 29 -812A) i Lf NAD 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 FBC 20 BUILDING Master Permit No. Pf7U1'LDING IT APPLICATION Sub Permit No. ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: Folio/Parcel#: ll—Z136 Q CONTRACTOR DRAWINGS the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '��le g�� VlgZ,Z Phone#: SC5 - 3 45-02®2 Address: V fr"-4- City: N l r4m r S kO f 19 S State: FL Zip: l 39 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: /�,� City: , r d ( ((A Mao/ Qualifier Name: ecvl TInC . N • A I P%I dh �i CLI I ' Zip: _330 Z G State Certification or Registration #: C 6 ` ) S o LiZ 6 6 Certificate of Competency #: DESIGNER: Architect/Engineer: -Te i n OW $ iz1F, %. Phone#A -51 -?Z 7 20 V Address: 7 360 6W W J City: PICIA14id1fli State: F/r Zip: Value of Work for this Permit: $ . 100 Square/Linear Footage of Work: Type of Work: X Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Aluminum p c uo "L EV S Q r 5- j9-/ �h�_tg��calar-Vta Specify color of color thru tile: Submittal Fee $C�D `"%j 50Permit Fee $ t - CCF $ 03 CO/CC $ Scanning Fee $ Radon Fee $ DBrrP��R��$ ° �� Notary $ Technology Fee $_®® Training/Education Fee $ (° '�J Double Fee $ 0 Structural Reviews $ Bond $ eA TOTAL FEE NOW DUE $)moi (Rev1sed02/24/2014) bt Bonding Company's Name (if applicable) ..1U ,1C. Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Signatur ,,: CNER or AGENT The foregoing instru ent was acknowledged before me this day of 20 �� by \)) who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: et l*M&"Nn4LPWM 910t'S WJ"-S3WdX3 21110011I # N0189WY W AW 11 owmeamm APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 V-4 , by J who is personally known to as me or who has produced identification and who did take an oath. NOTARY PU Sign: q6 Print: Seal: Plans Examiner lrm�36 Structural Review MT UUAR351ONYFf$10�"Y2 EXPIRES: March 28, 1 010 T tNosyF-* as Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ,� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 REQUEJO, ANTONIO LAZARO RECOL INC 11826 B MIRAMAR PKWY MIRAMAR FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve -you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! rgK�'�n � {�P,-, ..; f.; ISyC-5RTI�lEL1'nc (850) 487-1395 ),MDA e The Department of State is leading the commemoration of Florida's 500th anniversary in 2013. For more information, please go to www.VivaFlorida.org. VIVAFLORIO1500 DETACH HERE r TATE QF`FLORIN :The GENERAL CONTRACTOR: £ Nam'ed..belaw IS -t- ERT - .Under the proYisions ofChaPter 489 FS ry , Ex =tEQUJO, AN -TO NIQ 1.'Zft F �uhN�.m _ ,X -VL RICK SCOTT ISSUED: 07/30/2013 SEQ # L1307300000277 GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY E3 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Business Name: RECOL INC Owner Name: ANTONIO LAZARO REQUEJO Business Location: 11826 B MIRAMAR PKWY MIRAMAR Business Phone: Rooms Numher of Machines! Receipt #:GEBNOERA3L CONTRACTOR Business Type: Business Opened: 10/07/2010 State/Co u my/Cert/Reg: CGC 15 0 4 2 6 6 Exemption Code: Only Vendina Time: Professionals Tax Amount Transfer Fee NSF Fie , Penalty . ,. , Prior Years Collection Cost Total Paid 27.00 3. 0 ,Q b 0r 0.00 30.00 t THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ANTONIO LAZARO REQUEJO 11826 B MIRAMAR PKWY MIRAMAR, FL 33025 2013 -2014 Receipt #028-12-00002192 Paid 09/24/2013 30.00 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: Sc, V1 (-I,, Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this day of -SI-11 , 20 J q . IM (SEAL) �' w Dig" i FF imm Tvne of Identifi u ,.,.....a,,�� Contractor Print Name c-, C ✓ 2 8 Signature: State of Florida ) County of Miami -Dade ) Sworn to and subscribed day of ', V y Lo before me this _ —,20_]4 . r t L JEFF ATWATER CHIEF FINANCIAL 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: 7/15/2013 EXPIRATION DATE: 7/15/2015 PERSON: REQUEJO ANTONIO L FEIN: 342024831 BUSINESS NAME AND ADDRESS: RECOL INC 15941 SW 53 COURT SOUTHWEST RANCHES FL 33331 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 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 fallure 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 07-12 QUESTIONS? (850)413-1609 A �DATE (MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 01/22/14 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(les) 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 CONTACT NAME: DAVID MONTELONGO B & GInsurance PHONE , (305)386-1006 JC' No): (305)386-0840 5600 SW 135 Ave, Suite #100 L DAVID@BGINSURE.NET - Miami, FL 33183 INSURERS AFFORDING COVERAGE NAIL # _ j Phone (305) 386__1006 Fax (305) 386-0840 _ _ — INSURER A: ESSEX INSURANCE COMPANY INSURED INSURER B: RECOL, INC. INSURER C: 11826 B Miramar Parkway INSURER D: MIAMI, FL 33025 (786) 800-7178 INSURER E: INSURER F: __. _.. _.._._.. _.. -COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, j EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTSR i ADD UBR POLICY EFF POLICY Exp RLIMITS TYPE OF INSURANCE _ POLICY NUMBER MM/DD/YYYI MM/DD/YYYY — GENERAL LIABILITY EACH OCCURRENCE $ - 1,000,000.00 - ---------- DAMAGE TO RENTED 100,000.00 ® COMMERCIAL GENERAL LIABILITY PREMISES Eaoccurrencs $ _._.___.___-__. _ ❑ ❑CLAIMS-MADE occuR B# 2014050 MED EXP (An one person) $ 5,000.00 A ❑ Y 01/23/2014 01/23/2015 _.- -- _ PERSONAL &ADV INJURY $ 1,000,000.00 ❑ --- _- GENERAL AGGREGATE $ 2,000,000.00 i GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000.00 ❑ POLICY 0PRO-_JECT -❑ LOC - $ C AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident -- _,—. -_ --_---- __ - - ! ❑ ANY AUTO BODILY INJURY (Per person) $ ❑ AALL UTOS NED ❑ SCHEDULED BODILY INJURY (Per accident $ NON-OWNED PRROPERTY DAMAGE $ j ❑ HIRED AUTOS AUTOS ❑ AUTOS Per accident _ — - --- I ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ I ' I ❑ EXCESS LI►B ❑ CLAIMS-MADE AGGREGATE i �❑ DED ❑ RETENTION$ OTHr - t -- -- ----- -- -- - - - - -- — -- — - - - - - - -- -- - - WORKERS COMPENSATION ❑ WC STATU- El- J j AND EMPLOYERS' LIABILITY Y / N - - - I ' ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT_ _ _ $ I OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ Use describe under DESG�RIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ _. I I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) 1 LICENSE# CGC1504266 CERTIFICATE HOLDER Miami Shoes Village 1 j Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 26 (2010/05) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, j AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I 1 STRUCTURAL CALCULATIONS (Based on Florda Building Code 2010 Edition) For Proposed Aluminum Roof For: Sanchez Residence 17 N.E. 106 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 954-727-20271954-727-9644 Engineering Business CA 00009677 ausCa)-tarnowskien4.com August 4, 2014 0000 . . 0000 0000.. 0000.. 0000.. 0000 0 • 0000.. 0000 . 0000. . 9 0000. 0 0 . 0 . 00 00 00 00 000000 999999 900 . 9 . . 990000 0000.. 00. 09099. 09 . 0990 0 9009 S Table of Contents Sanchez Residence 17 N.E. 106 Street Miami Shores, Florida Miami -Dade County I. Wind Load Analysis Pages 1-3 Il. Carry Beam Analysis Pages 4-5 III. Column Analysis Pages 6-7 IV. Foundation Analysis Pages 8 DODO.. DODO.. DODO DODO.. DO DO .DDDOD 00 D D DODO DODO DODO.. .. DODO.. .DODO. DODO.. DOOR• DODO. DODO DODO.. DODDO• DODO.. ODOODD DODO 0006 0 Building Description County: Wind Speed: Wind Exposure: Rick Category: Length of Building: Width of Building: Mean Roof Height: Height Above Ground: Roof Pitch: Calculations Directionality Factor: Topography Factor: Gust -Effect Factor: Exposure Coefficient: Terrain Exposure Constant: Wind Calculations - ASCE 7-10 Miami -Dade V = 175 mph K1= C K2 = 0 L = I I ft 28 WorB= 9 ft h= 9 ft z= 9 ft Slope = 0.06 15 cp= 3 0 Kd = 0.85 Structure Type = Buildings K1= 0 K2 = 0 K3 = 0 Kzt = 1 G = 0.85 Kh = 0.85 KZ = 0.85 a = 9.5 z9 = 900 Zmin = 15 0000.. Internal Pressure Coefficient: Gcpi = 0.55 Partially Enclosed Building -0.55 a= ASDReduction Factor Velocity Pressure: qZ = 0.00256KZKZtKdV2 3 0.6 qh = 56.57 psf qZ = 56.57 psf parallel to ridge perpendicular to ridge ASCE 7-10 (Table 26.6-1) ASCE 7-10 (Figure 26.8-1) ASCE 7-10 (Section 26.9.4) ."". . . 0000 0000.. ASCE 7-10 (Table 27a.Ij. 060.0. 0000.. 0000 0000.. 0000 . 0000. ASCE 7-10 (Table 2631)• 00:00' 00000 .. .. 0000.. 0000.. 6 . • 000.0. ASCE 7-10 (Table 26!127- • • 6 • • 0090 Pressures for Main Wind Force Resisting Systems Walls Roof G = 0.85 L/B = 3.1111111 CP = 0.8 Windward -38.9 -0.24 Leeward H/L = -0.7 Sidewall Pwall = Nall diaphragm = ASCE 7-10 (Section 26.9.4) ASCE 7-10 (Figure 27.4-1) Worst Case Pressures Total 23.1 18.7 41.7 -7.1 -18.7 -25.7 -20.2 -18.7 -38.9 ASCE 7-10 (Section 27.4.2) 41.7 psf 30.1 psf (Windward + Leeward) q = 39.93 psf (uplift) -11.9 -22.0 G = 0.85 -52.5 52.51 H/L = 0.32 H/B = 1.00 CP = -0.75 Windward -0.35 Leeward -0.9 Parallel to Ridge 0.8 Overhang ASCE 7-10 (Section 26.9.4) ASCE 7-10 (Figure 27.4-1) 0000.. . . 0000 0000.. ASCE 7-10 (Section 27.4.4) • • • • • 0000.. Worst Case ' • Pressures Total -25.5 -22.0 -47.4 -11.9 -22.0 -33.8 -30.5 -22.0 -52.5 Resisting Dead Load = 0 psf 0000 0000.. .0 .. 0000.. 0000 .... 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. ...... . . Main Roof Overhang p (gross) 52.51 53.91 psf p (net) 52.51 53.91 psf 0000 0000.. .0 .. 0000.. 0000 .... 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. ...... . . Pressures for Components & Cladding Walls Roof p = 33.94 psf A = 10 ft GCP = -1.1 Zone 4- -1.40 Zone 5- 1 Zone 4 & 5+ ASCE 7-10 (Figure 30.4-1) Gable/Hip Roof 00 < 8 < 70 p = 33.94 psf A = 10 ft GCP = -1.1 Zone 4 Zone 5 Zone 4 &775 P -56.00 -66.19 52.61 psf OH 1 &2 -2.8 OH 3 Gable/Hip Roof 00 < 8 < 70 p = 33.94 psf A = 10 ft GCP = -1.1 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 0000.. 0000.. 0000 h<60ft 0006 0000 0000.. 66 6 6 0 0 00 0 0000.. .0600. 66666. 0000. 00 0000. 00 6 0000.6 .00000 0000.. 0060 Zone 1 Zone 2 Zone 3 Zone 1,2,&3 OH 1 & 2 6(WI p (gross) _56.00 -79.76 -113.70 28.85 -76.37 :��I'�0 psf • p (net) -56.00 -79.76 -113.70 28.85 -76.37 0 113.0 psf h<60ft 0006 0000 0000.. 66 6 6 0 0 00 0 0000.. .0600. 66666. 0000. 00 0000. 00 6 0000.6 .00000 0000.. 0060 ...... .... . . ...... . .. ...... .....• 000* ..... . .... ..... . . ...... ...... .. .. .. .. ...... ...... . . 0:006: . . L Enclosure Type: Aluminum Roof Wind/Exposure: 175C W = ASCE 7-10 Roof Load: 56 psf Alloy Type: 6005-T5 Beam Load: 5.5 ft Beam Length: 9.4 ft Span Type: Continuous Beam Tested: 2X5 W = 25.67 Win Fb = 20.40 ksi SX = 2.08 in' Moment�A,t„, = 36287 in -Ib Moment(Allowable) = 42465 in -Ib .. . CARRY BEAM WORKS Deflection(Aau, = 1.03 in Deflection4A„omble) = 1.41 in DEFLECTION REQUIREMENT MET U 80 4 sees . . 00000.0 .. 6 sees.. .. . .060.• sees.. .0000. sees .sees.. 0000 . 00.00 000000 s 6 00000 . 00000 sees sees.. ...e.. 0 00 . . . . sees.. ...... . .0060. .. sees sees sees.. sees . . . . sees.. sees.. s . sees sees.. e . sees. . sees sees. ...... . sees.. 0:000,00.. .. . . .e.... se..0• . . sees.. 0000.. . . Beam Type = 2X5 Alloy = 6005-T5 Carry Beam Area = 1.69 in C = 2.5 in (h/2) Ix = 5.20 in' bh 3 — b1h13 am , 3 bh3 —y"1113 Sx(Provided) = 2.08 in 6, J = 3.09 in 21(b—ta)2 x(h—t,)' ly= Lb = W= Mbcomp = k= L= r= 1.21 in' hb3 —h1b13 U. u 25.67 Win 36286.5067 in -Ib 1 112.8 in 1.76 in bh3 —b1h,3 12A Properties b = 2 in h = 5 in binner = 1.75 in hinner = 4.75 in t1 = 0.125 in t2 = 0.125 in Aw = 1.219 in` Af = 0.469 in` Results 0 0 0 Fbapowabie = 20.40 ksi S. = 2.08 in° Mxaiiowabie = 42.47 in -kip Tamowski Engineering 5 8/4/2014 owes . . .... 000000 .. ...... ... ...... 000000 0 0 0 .0006. .... . 0000. . 6 ...... . . ..... 6 . 6 . .. .. 00 so 00006• 6 . . . . ...... 0*06 Tamowski Engineering 5 8/4/2014 L X1 X2 Exposure: C Wind Speed: 175 Beam Load: 9.4 Column Spacing) Selected Beam: 3X3X090 Enclosure Type: Aluminun Roof Roof Load: 56 Roof Load: 56 Wall Loadw,dwwd- 0 Wall LoadL881wd: 0 Alloy Type: 6061 -T6/6005 -T5 Column Height: 8.5 Beam Span: 11 Mansard Height: 0 Mansard Width: 0 Code: ASCE 7-10/FBC 2010 Column Case 1 BEAM WORKS Case 2 BEAM WORKS Case 3 N/A Case 4 BEAM WORKS DEFLECTION REQUIREMENT MET DEFLECTION REQUIREMENT MET mph ft H1 = 8.5 X1 = 0 X2 = 0 Roof Load = 11 H2 = 0 psf Non -Combined Load psf Combined Load psf psf Case 1: f. + C.ft. + C., fb, 51.0 F. Fb. (I — f./F.3 Fb. (I — f./Fw Case 2: f a f f '-3 4- -4- 51.0 F. Fb. EbyCase 3: fa fb. f' +—+— 51.0 F. Fb� Fby Tamows1d Engineering IT ft ft ft ft ft <-300# Point Load 8/4/2014 ...... .. . ••.•.• .... . ..... .. .. .... ...... • • • • •••••• .••• <-300# Point Load 8/4/2014 •it• • • •����� •rte• � • • • i • • • i• • •• • • • • • •����• • • • • •��• • • • • • • • •��r�• •• •• •• •• • • • •����• • • • • •����• • • • • • • ♦�11• Beam Type = 3X3XO90 Alloy = 6061 -T6/6005 -T5 Flat Beam Area = 1.05 in` in C = 1.5 in (h/2) IX = 1.48 in' bh 3 — bIh13 in 0.524 in` 1 Sx(Provided) = 0.99 S In bb3 —7.,"1b,3 6h J = 2.22 in 2t2t,(b—t Y -(h—O bt -*13 —* 2 —* 2 ly = 1.48 in' bb3 —h,b,3 12 Lb = 8 ft W = 0.00 Ib/in Mbcomp = 0 in -Ib . . k= 1 H1 = 102 in r= 1.19 in bh3—bh3 1' PColm = 2895.2 Ib a&c= 45 in b = 12 in WLL = 25 Win (Based on 300# point load) R = 150 Ib MLL = 7200 in -Ib M = R, (a + '' ) Mansard Mbcomp = MPcolm = MTota, = Lo = Properties b= h= binner = hinner = t1 = t2 = A. = A_ Results Fballowable = S. = Kapowable = 0 in -Ib 2895.2 in -Ib 2895.2 in -Ib 102 in 3 in 3 in 2.82 in 2.82 in 0.09 in 0.09 in 0.524 in` 0.524 in` 15.00 ksi see& D.99•• in .... ....�. ..•.:. • . . . . ...... Tamowski Engineering 8/4/2014 • f .Y i •• 1..f.• • 60 .••.f{ • • • • 90.400 4494.• i • • . •.•• /•••.• • • •.f.• • 4049 • • • • . • • 4449•• •• •• .• •• • • / 4499•• 4999.• { . • f 9449.• 4944•• i • • *600 • 0 .. 0 Rational Analysis (Worst Case) Strip Footing Slab Thickness = 4 in Strip/Monolithic Footing Size = 0 X 0 in inches Isolated Footing Size = 16 X 336 X 12 in inches 1 *Number of Iso Ftg's w I d that apply qZ = 56.00 psf -2psf dead load Wind Uplift = 54.00 X 30 X 5.5 = 8,910 LB Apply Safety Factor = 8910 X 1.67 = 14,880 LB Weight of Concrete Slab = 150 X 0.333 X 28 X 5 = 7,000 LB Weight of Strip Footing = 150 X 0 X 0 X 0 = 0 LB Weight of Iso. Footing = 150 X 1.333 X 28 X 1 = 5,600 LB Apply Soil Friction Resistance: Utilization = Total Weight = 12,600 LB *Asper ASCE 7-10 2.4.1 Basic Load Combinations: 0.61D + 0.6W (Equation 7) H = Afo Friction Capacity = 2344 LB where H = Load due to lateral earth pressure A = Area of footing in contact with soil 2( Id) 56.00 fe fo = lessor of c + phtan4 or c + phtan8 41.8515 Ib/ft` 8 = 24 for sand = 30 for sand c = 0 for sand ph = k(pd - µ) 94.00 Ib/ft` k= 2.5 for sand •••• . . 0000 0000.. P = 100 Ib/ft3 for saturated sand 0000 ; 00 •• R= 62.4 X d 0.9000 62 j j r 0000:. d = depth 00.000 1.00 . ft 0000.. 0000 . • 14944 > 14,880•+ �••••• ••�••• 99.60• 99.572 % FOOTING 0.11V 04 09 99099 ------ 0 99969• • • 9 •9999• •• • 0000 • • I,0 • f • • • • • •i•• • • • • • •••••• •• •• •• •• • • • ••• •••00 • e p NOU VA3�3 1 E-1 A Ef cn : ao z 'NIW .L1 "ill 3dO-1S K m cn FA 20c-** C O Z co O N O 11 N 12" O.H. z r--------------- m 3X3X.125 u v u 3X X.090 a z o O R' r O r Z 21�OAlnNr -1 \ I� �C ED II n�W m 3X3X.090 » o n 0H 71 ii Z r" ii O n cc ° ii -05 co, o � z ° Hic� r e u m z -0 I 3X3X.090 ii m M 08 r--------------- \ n � 12" O.H. ; o m v0( �o Q Con ZRtn .k�o z cn 'yn „SLOPE 1/4" /Fr MIN. N� O` W i� 00 W rn OPEN) s c g gg g'-0" RIGHT ELEVATION • • •• • • • Revised: 08/04/14 — M.N.M. 1 Building dept. Comments THESE PLANS CONFORM TO THE FBC 26f6 E4 bto-AME; I—W* DESIGN BASED ON 175 MPH ULTIMATE WINDS, EXPOSURE "C", CATEGORY II Engineering Business CA 00009677 TARNOWSK� ' ' •AEj A�,U`Y?NVkj ROOF FOR: JOB #: 140559 ••we* •• • DATE: 06/23/14 ENGINEERING SANCHEZ RESIDENCE SCALE: 1/8"= 1'-0" CIVIL & STRUCTURAL ENGINEERING• � j7;NF;fOj ST: DRAWN BY: M.N.M. SMV I SHOE EES, AFL • '• ' • •• •• •• CHECKED BY: 7360 N.W. 5th Street Phone (954) 727 =' 2027 • 000 • • Plantation, FL. 33317 Fax (954) 727 — 9644 CONTRACTOR: RECOL SHEET NO. 1 OF 1 e • • • • • •iit•D •f•to • • t•e••• • f i • • w • t • s ••ere• • • • •00 e 4/94W4 Florida Wlcfing Code opine Date Validated 02/27/2012 Date Pending FBC Approval 03/01/2012 rk.tm A ---A nam*ar,)m7 p(tt?ie'i?'�4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications i FDC Staff BCIS Site Map Links j Search l Busines oval User Professi cduct gal USER: Public Peculation . Product Approval Menu > Praduct or ApolicatJnn Search > Apnhotion List > Appikation Detag FL # s, FL7561-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived D Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@doldrrL-ngineering.net Authorized Signature Do Kim dk@dokimeng ineehng. net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do l0m, P. E. Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services Quality Assurance Contract Expiration Date 11/30/2014 Validated By James L Buckner, P. E. at CBUCK Engineering © Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R2 COI Cert of Independence odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.2 Product Approval Method Method 2 Option B Date Submitted 02/21/2012 Date Validated 02/27/2012 Date Pending FBC Approval 03/01/2012 rk.tm A ---A nam*ar,)m7 4454/2014 FloridaBLuiding Code Online Summary of Products T 7ck Contact Us :: 1940 Firth Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAM -O. employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public retards. If you do not went 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 mall. 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 emails 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: � 1a E hbJ/floridaWHdlna.ora/Dr/or am dtl_34n:%rY.irArt�Wi�FVXCJufllncn.IloY79Rad`arNA7,n%7hRR�al9rhiDtl7Co%'i'1 Model, Number or Name �_ 1 Descripiion j FL # 7561.1All urrinurrVAlurrinum Composite Panels -�Composite _ 3"/4""/6"x0.024"x1Ib EPS Composite Panel, 3"/4%6"x0.0-322x-1Ibb E—PS—� Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, -3-'/4 /6"x0 030'x21b EPS Composite Panel, _ T Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions I FL7561 R2 11 Elite FL7561-112 2010 FBC Installation Dwciodf Verified By: Do 10m, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used In structures considered living FL7561 R2 AE Elite Alum FL7561-112 2010 FBC Evaluation odf Created by Independent Third Party: Yes areas per FBC Section 1615 unless impact protection is provided. See installation drawing for allowable design pressures and spans. T 7ck Contact Us :: 1940 Firth Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAM -O. employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public retards. If you do not went 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 mall. 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 emails 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: � 1a E hbJ/floridaWHdlna.ora/Dr/or am dtl_34n:%rY.irArt�Wi�FVXCJufllncn.IloY79Rad`arNA7,n%7hRR�al9rhiDtl7Co%'i'1 f LEGAL DESCRIPTION: LOT 10, OF BLOCK 207, IN °DUNNINGS MIAMI SHORES EXTENSION No. 2•, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 41 , AT PAGE 75, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA. BOUNDARY SURVEY 1.55' ENERAL NOTES: SAL DESCRIPTION PROVIDED 13Y OTHERS. AMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE I BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, FECT THI5 PROPERTY. E LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR SEMENT OR OTHER RECORDED CUMBERANCES NOT SHOWN ON THE PLAT. E WRITTEN CONSENT OF LANDMARK SURVEYING 4 ASSOCIATES, INC. IDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER PROVEMENTS WERE NOT LOCATED. ILY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. U TIES ARE THE FACE OF THE WALL NCE OWNERSHIP NOT DETERMINED. ARINGS REFERENCED TO UNE NOTED AS B.R. )UNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC PRESENTATION OF THE SURVEY WORK PERFORMED IN E FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT I SCALE. ) IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. )T VAUD UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. OEN51ON5 SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISED SHOWN. `_VATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE )TED. 15 15 A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. I5 BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF E ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY INAMED PARTIES. CONCRETE SHED : 5.05' O (V t µ— Eall b ' B.C. =DENOTES BLOCK CORNER 7 71 -DENOTES BENCH MARK C.B.S. POOL671 CONIC. =DENOTES CONCRETE C 4 G =DENOTES CURVE 4 GUTTER V.G. =DENOTES VALLEY GUTTER m ' PG. -DENOTES PAGE =DENOTES MONUMENT UNE D.M.E. 24.00 EASEMENT POINT PROPERTY ADDRESS: ' .i� 4V1!1 AAVF FOLIO No. I I -2136-006-0260 AVERS _ O =DENOTES FOUND IRON PIPE (NO ID.) 17 N. I-. 106th STREET (L =DENOTES ASPHALT PAVEMENT MIAMI SHORES, FL • 0000 00600 .: DENOTES CONCRETE PAD c s• —Ton' -BRICK /WAVERS / 699.98 • • _ j IL 0000 •9e•• • L� � 77 r. y 0 N Is ---14.00— .00 QT N I N N • • b ONE-STORY • s RESIDENCE N AMMUNITI" 6 120952 • No. 17 i i, FINISH FLOOR I PANEL: 1.55' ELEVATION= 12.00 CERTIFIED TO: i» vva 9.55' 10.75 b - JUAN F. SANCHEZ 09-11-2009 SUFFIX: L h UI FIELD DATE 06-24-2014 OF SURVEY BENCH MARK: N/A ENERAL NOTES: SAL DESCRIPTION PROVIDED 13Y OTHERS. AMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE I BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, FECT THI5 PROPERTY. E LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR SEMENT OR OTHER RECORDED CUMBERANCES NOT SHOWN ON THE PLAT. E WRITTEN CONSENT OF LANDMARK SURVEYING 4 ASSOCIATES, INC. IDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER PROVEMENTS WERE NOT LOCATED. ILY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. U TIES ARE THE FACE OF THE WALL NCE OWNERSHIP NOT DETERMINED. ARINGS REFERENCED TO UNE NOTED AS B.R. )UNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC PRESENTATION OF THE SURVEY WORK PERFORMED IN E FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT I SCALE. ) IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. )T VAUD UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. OEN51ON5 SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISED SHOWN. `_VATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE )TED. 15 15 A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. I5 BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF E ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY INAMED PARTIES. CONCRETE SHED : 5.05' O (V .05' ZCM O O 413.165''4.—O(+Y0.80 O. 75.00' (R$M) SOCK ------ 75.00° (R&M 5'SICEWALK• — - -., CORNER 24'PARKWAY LOCATION MAP NOT TO SCALE t µ— Eall ASPH. =DENOTES ASPHALT B.C. =DENOTES BLOCK CORNER 7 71 -DENOTES BENCH MARK C.B.S. POOL671 CONIC. =DENOTES CONCRETE C 4 G =DENOTES CURVE 4 GUTTER V.G. =DENOTES VALLEY GUTTER m ' PG. -DENOTES PAGE =DENOTES MONUMENT UNE D.M.E. 24.00 EASEMENT POINT P.O.B. =DENOTES PPOINT OF BEGINNING ' .i� 4V1!1 TYP. -DENOTES TYPICAL =DENOjES WOOD FENCE! —■— DENOTES CHAIN LINK FENCE 'BRICK/ AVERS O =DENOTES FOUND IRON PIPE (NO ID.) A =DENOTES FOUND NAIL AND DISC =DENOTES ASPHALT PAVEMENT ' • 0000 00600 .: DENOTES CONCRETE PAD c s• —Ton' -BRICK /WAVERS / 699.98 • • _ j IL 0000 •9e•• • BEARINGS ANL9GYSTiNGES SHOWN r. y O Is ---14.00— .00 i • • tt(}OD ZONE: 6 X • • N N • • tELEVATI(jj:• 6 • ONE-STORY • s RESIDENCE • AMMUNITI" 6 120952 • No. 17 i, FINISH FLOOR I PANEL: J ELEVATION= 12.00 i» vva .05' ZCM O O 413.165''4.—O(+Y0.80 O. 75.00' (R$M) SOCK ------ 75.00° (R&M 5'SICEWALK• — - -., CORNER 24'PARKWAY LOCATION MAP NOT TO SCALE a AiVGM A`Vew. LB No. 7633 JPW- PROFESSIONAL SURVEYORS AND MAPPERS PO.BOX 127601 HIALEAH, FLORIDA 33012 PHONE: (305) 55G-4002 FAX: (305) 556-4003 WWW.LM5URVEYING.COM EMAIL-LANDMARKSURV EYI NGQHOTMAIL.COM ABBREVIATIONS AND LEGEND:[ NC t µ— Eall ASPH. =DENOTES ASPHALT B.C. =DENOTES BLOCK CORNER 7 71 -DENOTES BENCH MARK C.B.S. !•;3;G4IN g.T , a AiVGM A`Vew. LB No. 7633 JPW- PROFESSIONAL SURVEYORS AND MAPPERS PO.BOX 127601 HIALEAH, FLORIDA 33012 PHONE: (305) 55G-4002 FAX: (305) 556-4003 WWW.LM5URVEYING.COM EMAIL-LANDMARKSURV EYI NGQHOTMAIL.COM ABBREVIATIONS AND LEGEND:[ NC -DENOTES AIR CONDITIONING UNIT APPR. =DENOTES APPROXIMATE ASPH. =DENOTES ASPHALT B.C. =DENOTES BLOCK CORNER B.M. -DENOTES BENCH MARK C.B.S. -DENOTES CONCRETE BLOCK STUCCO CONIC. =DENOTES CONCRETE C 4 G =DENOTES CURVE 4 GUTTER V.G. =DENOTES VALLEY GUTTER -DENOTES CENTERUNE PG. -DENOTES PAGE =DENOTES MONUMENT UNE D.M.E. -DENOTES DRAINAGE 4 MAINTENANCE EASEMENT DIA. -DENOTES DIAMETER D.H. -DENOTES DRILL HOLE (M) =DENOTES MEASURE (R) -DENOTES RECORD RM/ -DENOTES RIGHT-OF-WAY U.E. -DENOTES UTIUTY EASEMENT P.B. =DENOTES PIAT BOOK t i PG. -DENOTES PAGE P.C.P. =DENOTES PERMANENT CONTROL POINT P.O.B. =DENOTES PPOINT OF BEGINNING ' .i� 4V1!1 TYP. -DENOTES TYPICAL =DENOjES WOOD FENCE! —■— DENOTES CHAIN LINK FENCE —o DENOTES IRON FENCE O =DENOTES FOUND IRON PIPE (NO ID.) A =DENOTES FOUND NAIL AND DISC =DENOTES ASPHALT PAVEMENT ' • 0000 00600 .: DENOTES CONCRETE PAD c s• —Ton' 9 6 • • • 6 699.98 • • 0000 •9e•• • BEARINGS ANL9GYSTiNGES SHOWN N ARE RECORD AND MEASUf�N • • • • •: • tJN LE55 OTHWRWISE j1OTED. •66 • •• • • 0 i • • tt(}OD ZONE: 6 X • • • • tELEVATI(jj:• 6 • os•• • N/•A • s • AMMUNITI" 6 120952 • �. PANEL: 302 1 DATE OF FIRM: 09-11-2009 SUFFIX: L UI FIELD DATE 06-24-2014 OF SURVEY BENCH MARK: N/A ELEVATION: N/A Q Q Z DATE DRAWN BY SCALE CERTIFICATION: 06-25-20.14 J.FEE 1'-20' SURVEYORS CERTIFICATION: I HEREBY CERTIFY THAT THIS °FINAL SURVEY' 13 ' CQ� PREPARED UNDER MY I THE DIRECTION.MINIMUM TECHNICALSTAND, A SE BY THIHE CO PLI m �v RC . RfV iSION /UPDATE OF SURVEY '„��•�¢Ss FLORIDA OF LANDARDS S IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. DATE DESCRIPTION No. 2946 • � ' STATE OF q < WA WA lop,.* 4 [T// SIGNED FOR THE FIRM JOB No. R4: 5 to ERNESTO E. ESPINOSA P.S.M. No. 2946 -STATE OF FLORIDA NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THI5 MAP 15 NOT VALID WITHOUT THE SIGNATURE AND 1 406-T]Z4 SEAL: THE ORIGINAL RA15ED SEAL OF A LICENSE SURVEYOR AND MAPPER. • ...... . . ..... 0.1..• 000.0• • • • • ..1.•. ... 00.0.0 . • • • •• • s• . • • • ..•• •000.0 s.•• #2 O 12- C.C./PANEL T&B C 2x3 7 TRU PANEL OR CHANNEL M � 12" 2" AIN. FASCIA O.C. MAX. TO FASCIA NOTE FASCIA MAY EE 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. N �r HOUSE 'I I—IN& ROOF CONC. WALL K/ LON BEAM TAPCON ANCHOR 2"X2"X1/8" CUP ANGLE THRU CUP INTO EXTG. EA. SIDE Wl2 - 14 OR ONCjr WALL // 3- 2 , A. UPT BM. OROBSS OR GREATER FO 7 BEAMS OR OR�(4= U� 3 -4 USE TAPCONS. BM TO HOUSE CONN. kL KICK PL OPT. JSE 202 TOP ATT. KP d/1-#2 0 8. O.C. A BEARING WALL SEE COL SCHEDULE (SHT. "B2") . SCREENti s ..... :3ib�5•.tiN ._ ..:'CHAIR RAIL ELEVATION c FASTENING SCHEDt:;: SUN Roots 1 - 14 TEK SCREE%11 HEAD 2 - 10 S.M.S./ HIX HD. 4 - 1% /4- TAPCON 4" BO TS/WAS ER/NU ICHOR 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 - CUP ANGLE, 3/32 MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER 1/4- AIR GAP MAX. COL HOT. PER TABLE WW 2 ® 12' c.C. . 3/PAN0.�_� 8. a�^m • 7' M � ��L� .- -71 2'X2'Xt/8' X 4' LG. ANGLE EA. SIDE a OF COLUMN W/ (4)-#14 TEKS TO (FRONT EA FACE WATER- `S''::"•"Y"' ;• . SIDE SCHEDULE: ROOF PANELS ,a L/80* L/120 L/180* a PROOFING R — 2 4LBr R — 3 TO COLUMN R — 4 INTO FL'G. o � N -- 24'-4" 21'-3" ALL ANGLES SECURING THE COLUMN TO THE " 70 BE 2 -X2 -(1/8"X2- N COL CkW,, in OR 302 W /16" EXPANSION BOLTS TO BE "HILTI KWIK BOLT II"•SYSTEM OR EQUAL. . . • x'3/8" TAPCON MAY BE USED IN LIEU OF 3/8" EIEPAN910N BOLT • • • • SEE GENERAL NOTE 4 FOR • m = SEE ANCHORING � 4J ;- o SIDES TO,1:AN 2" cn 1X2 kL KICK PL OPT. JSE 202 TOP ATT. KP d/1-#2 0 8. O.C. A BEARING WALL SEE COL SCHEDULE (SHT. "B2") . SCREENti s ..... :3ib�5•.tiN ._ ..:'CHAIR RAIL ELEVATION c FASTENING SCHEDt:;: SUN Roots 1 - 14 TEK SCREE%11 HEAD 2 - 10 S.M.S./ HIX HD. 4 - 1% /4- TAPCON 4" BO TS/WAS ER/NU ICHOR 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 - CUP ANGLE, 3/32 MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER 1/4- AIR GAP MAX. COL HOT. PER TABLE WW 2 ® 12' c.C. . 3/PAN0.�_� 8. a�^m • 7' M � ��L� .- -71 O.C. PANEL 202 a CARRY BEAM f2 SCREWS ° S SCREWS MIN. EACH SIDE) \,vala THK. DfTE l m BY I COL .I P-W–.NG..SrH1b0; THAN ALUMINUM PANEL THICKNESS I CARRY BM. TO ALUM. COL. CONN. DETAIL INSULATED ALUM. PANEL DETAIL SHEET: EXIST. MOBILE HOME , U EXIST. DRIP CAP AL FLASHING - #8 0 8" C.C. BOLTS & NUTS OPTIONAL FLASHING #2 O 12' C.C. /PANEL T&B PANEL #3 0 16' O.C. TO CONC. #7-16' O.C. -/'I TO 2 X 4 STUD w-2 OR H-3 PANEL TO WALL CONN. . -11. 4NEL MAY " PLYWOOD AL TK. ALLOY 3003 - H1 WINDOW '.'::: is is : r41 '7,Q�NC•'::b 0 0 0 0 0 0 FRAME BY ''i;'r ?ty ;:CTIA} �o' o ° 0 WI W Tt11It••. ¢;. 000 0 iV °17 d io c0 NCS ':AULKING"'r o 0 0 MkNlLFd46T. ° 0 0 ° 2'X2'Xt/8' X 4' LG. ANGLE EA. SIDE -LA,–L`2`X2'Xt/8' X 2' LONG v CLIP ANGLE W/3 - #2 OF COLUMN W/ (4)-#14 TEKS TO (FRONT EA FACE WATER- `S''::"•"Y"' ;• . SIDE SCHEDULE: ROOF PANELS ,a L/80* L/120 L/180* TO BM PROOFING R — 2 4LBr R — 3 TO COLUMN R — 4 INTO FL'G. 202 CORNER R — 8 -- 24'-4" 21'-3" ALL ANGLES SECURING THE COLUMN TO THE " 70 BE 2 -X2 -(1/8"X2- • • COL CkW,, TIONAL OR 302 W /16" EXPANSION BOLTS TO BE "HILTI KWIK BOLT II"•SYSTEM OR EQUAL. . . • x'3/8" TAPCON MAY BE USED IN LIEU OF 3/8" EIEPAN910N BOLT • • • • SEE GENERAL NOTE 4 FOR • 000.0• • • COL SEE ANCHORING � ;- SPEDETAIL (SHEET� SIDES TO,1:AN 2" 1X2 FROM APJI-.*..0 R Ok:; tA4'M. '{ SECTION B -B (SCREEN ROOM) * SEE TABLES OR SITE SPECIFIC; pfi'AM PANEL CORNER COL CONN. TO BE CONT. 1X2 (MP MAY SE E>�) TOP TO BOTTOM OF PANEL OF BM. CONN. AT FASCIA ALL JOINTS O.C. PANEL 202 a CARRY BEAM f2 SCREWS ° S SCREWS MIN. EACH SIDE) \,vala THK. DfTE l m BY I COL .I P-W–.NG..SrH1b0; THAN ALUMINUM PANEL THICKNESS I CARRY BM. TO ALUM. COL. CONN. DETAIL INSULATED ALUM. PANEL DETAIL SHEET: EXIST. MOBILE HOME , U EXIST. DRIP CAP AL FLASHING - #8 0 8" C.C. BOLTS & NUTS OPTIONAL FLASHING #2 O 12' C.C. /PANEL T&B PANEL #3 0 16' O.C. TO CONC. #7-16' O.C. -/'I TO 2 X 4 STUD w-2 OR H-3 PANEL TO WALL CONN. . -11. 4NEL MAY " PLYWOOD AL TK. ALLOY 3003 - H1 WINDOW '.'::: is is : r41 '7,Q�NC•'::b 0 0 0 0 0 0 FRAME BY ''i;'r ?ty ;:CTIA} �o' o ° 0 WI W Tt11It••. ¢;. 000 0 iV °17 d io c0 NCS ':AULKING"'r o 0 0 MkNlLFd46T. ° 0 0 ° - BOTTOM 1 T-2 OR T-3 - g` JOE4/8- THHRRUU-� OR SITE�SPE R w - TION C -C TUN ROOM) COLUMN SIZES. CARRY BEAM PER SCHEDULE - 1X2 OPTIONAL- COLubgN-/ L2-$2 Cm.) INTERMEDIATE COL. FOR SCREEN ROOM F.B.C. 2010 EDITION & ASCE 7.10 #2 ® 8" O.C. T EA. SIDE FOR COLUMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2-X2-X2-XI/8- ANGLE EA. SIDE OF INSIDE OF COL W/ 3 - #6 TO Cl & 1 - 3/8- X 4- LG. EXP BOLT (WEDGE ANCHOR) TO CONC. EA. CUP JL ALUAL" 2'X2'Xt/8' X 4' LG. ANGLE EA. SIDE EL OF COLUMN W/ (4)-#14 TEKS TO (FRONT SIDE) W/ 2 -4 #5 (EA*AL WATER- `S''::"•"Y"' ;• . SIDE SCHEDULE: ROOF PANELS ,a L/80* L/120 L/180* TO BM PROOFING R — 2 ALT. CARRY BEAM R — 3 TO COLUMN R — 4 INTO FL'G. ANCHOR WINDOW IRA{h>t :TQCHANNE!jV; -- 20'-8" 17'-10" R — 8 -- 24'-4" 21'-3" ALL ANGLES SECURING THE COLUMN TO THE " 70 BE 2 -X2 -(1/8"X2- • • LONG. USE ONE ANCHORS PER CUP - MIN. -&0 AACI ORS P COLU N IN ALL CkW,, TIONAL OR 302 W /16" EXPANSION BOLTS TO BE "HILTI KWIK BOLT II"•SYSTEM OR EQUAL. . . • x'3/8" TAPCON MAY BE USED IN LIEU OF 3/8" EIEPAN910N BOLT • • • • SEE GENERAL NOTE 4 FOR • 000.0• • • ADDITIONAL REQUIREMENTS 0000 O.C. MAX.-:3F2Sx:.S UN ALL ;- SIDES TO,1:AN 2" FROM APJI-.*..0 R Ok:; tA4'M. '{ FOR 7" BEAMS OR GREATER PANEL CORNER COL USE (3) - #4 & (3) - #7 BM. CONN. AT FASCIA - BOTTOM 1 T-2 OR T-3 - g` JOE4/8- THHRRUU-� OR SITE�SPE R w - TION C -C TUN ROOM) COLUMN SIZES. CARRY BEAM PER SCHEDULE - 1X2 OPTIONAL- COLubgN-/ L2-$2 Cm.) INTERMEDIATE COL. FOR SCREEN ROOM F.B.C. 2010 EDITION & ASCE 7.10 #2 ® 8" O.C. T EA. SIDE FOR COLUMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2-X2-X2-XI/8- ANGLE EA. SIDE OF INSIDE OF COL W/ 3 - #6 TO Cl & 1 - 3/8- X 4- LG. EXP BOLT (WEDGE ANCHOR) TO CONC. EA. CUP JL ALUAL" 2'X2'Xt/8' X 4' LG. ANGLE EA. SIDE EL OF COLUMN W/ (4)-#14 TEKS TO (FRONT 0 CAR COLWNSM.M O.C. & WALL PANEL DETAILS . SIDE SCHEDULE: ROOF PANELS f3 0 18' O.C. L/80* L/120 L/180* 1X2 1X2 • EWHERE • ALUM.Y R — 2 ALT. CARRY BEAM R — 3 TO COLUMN #8 THRU PANEL, BM. 8" C.C. -I2111- C C2" (TYPO 2"X2'X1/8" X 2" LONG CUP ANGLE W/3 - #2 EA. FACE SCREEN ROOM COL. TO BEAM CONN. 3" FROM PDGFIN..) TO BOLT (M fi F?M FROM TABLE OR FL PRODUCT APPROVAL 0.',. i ' PITCH IS Ya" PER 12", MAX IS 6" IN 12" ROOF PANEL CONNECTION (FRONT ELEVATION) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS PANEL L/80* L/120 L/180* 1X2 1X2 • EWHERE • 12' AN OR LESS OVER 12' R — 2 11'-6" 12'-0" -- R — 3 12'-0" 13'-6" -- R — 4 -- 16'-2" 13'-10" R — 6 -- 20'-8" 17'-10" R — 8 -- 24'-4" 21'-3" * = FOR USE IN HVHZ AREAS ONLY 2"X2'X2" LONG X 1/8" ANGLE EA. SIDE OF COL W/ 4 6 TO COL & 1 - 3/8' 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. ® EA. CUP COLUMN ANCHORING DETAIL 0000 4-#8 TO COL (lYP) • • CUP ANGLE COL 1 -,V8" & 4"•L•G• EXPMS184 • • BOLT WEDGB *NCHOR) TO COW. • • • • • • • • • PEI's COL • • • • • ••• •• • 3 � 18" O.C. 0000•• 1X2 1X2 • EWHERE • • • 0000•• i 4MR0 ••• • PEN PO FRONT ELEVATION .... ; ••�••• .'� 0.00• NOTE: ANGLES ARE NOT REQ'D. PM 202 DOOR JAMBSCMA. • • • • • • ALL ANGLES SECURING THE COLUMN TO THE " 70 BE 2 -X2 -(1/8"X2- • • LONG. USE ONE ANCHORS PER CUP - MIN. -&0 AACI ORS P COLU N IN ALL CkW,, 3/8- DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE AJNGLE-..,• DETAJL) • • • EXPANSION BOLTS TO BE "HILTI KWIK BOLT II"•SYSTEM OR EQUAL. . . • x'3/8" TAPCON MAY BE USED IN LIEU OF 3/8" EIEPAN910N BOLT • • • • SEE GENERAL NOTE 4 FOR • 000.0• • • ADDITIONAL REQUIREMENTS 0000 DATE : 06/30/14 ENGINEERING BUSINESS CA 00009677 SCALE .T.S. TARNOWSKI SHE ENGINEERING j CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS C.T. TARNOWSKI, .E. INO. AND SHALL NOT E REPROMENT IS THE DUCED IN WHOLE O 01: TARNOWS19 R IN PART NQ STRUCTURAL ENGINEER - FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERINQ, INO. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 0000 0000 . . . . .. 0000.. . ...... . . 0000 0000.. 0000 0000.. .. 0. .. 00 . .0.00. 0 . 0000.. 0 0 . . 0000 .. ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA: 1. FOR SCREENING WITH 1 BX14X.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. 30 PSF ROOF LOAD, 21 PSF WALL LOAD 3. WIND LOAD = 175 M.P.H. / EXPOSURE C / CATEGORY 11 COLUMN SCHEDULES WITH SOLID ALUMINUM ROOF (OPEN WALLS) COLUMN TYPE: 3X3X.090 MARK LOADING = 33 PSF AREA = 1.08 K = 1.5 1 = 1.52 COL SPACING 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 &7 8.5 8 17.4 15.6 142 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 18.1 14.4 132 122 11.4 10.7 102 9.7 9.3 8.9 8.6 8.3 &1 7.8 7.6 7.4 72 8 15.1 13.5 12.3 11.4 10.7 10.1 9.5 9.1 117 8.4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 1 142 12.7 11.8 10.7 10.1 92 9.0 8.6 82 7.9 7.6 7.3 1 7.1 6.9 6.7 6.5 1 6.4 10 1 13.51 12.1 1.01 10.21 9.5 9.0 8.5 8.1 7.8 7.5 72 7.0 1 6.7 1 6.5 6.4 62 1 8.0. 11 12.9 11.5td5 12.5 9.7 9.1 &a 8.1 72 7.4 7.1 6.9 8.6 8.4 62 8.1 5.9 57.•: 11.1 1 11. 10.1 9.3 8. &2 .8 7.4 7.1 6.8 8.8 8. 8.2 8.0 5.8 5.6 5. 14 11.4 102 9 3 8.8 B. 22 $};4' 6.9 8.6 8.3 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 8.7 8.4 82 5.9 5.7 5.5 5.3 1 5 5.0 9'•: 4.8 - is 9.0 8.27.6 7.1 5.6 5.4 52 5.0 4.9 4.7 :,.5 20 9.5 8.5 7 8 72 8. 8.4 8.0 5.7 5.5 53 5.1 4.9 1 4.0 4.6 4 5 :4.4 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 COLUMN TYPE: 4X4X.090 MARK LOADING = 33 PSF AREA = 1.45 b :: :::•:. t1 COLUMN COL SPACING 4 5 6 7 8 9 10 11 12 13 14. • 15 T6:' ; : j,: •.,1 $::� 4 332 29.7 27.1 25.1 23.5 22.1 21.0 20.0 192 18.4 1.. '•:t .1 18: t' S2' ' 14.9 5 29.7 26.6 24.3 22.5 21.0 19.8 18.8 17.9 17.1 16.5 • • :1 14.9 ::• ' ' .ti 40 :•1 13.3 6 27.1 24.3 22.1 20.5 192 1&1 17.1 16.4 15.7 150 14 r1 ' ' :13.6 1 2 •:i• B-.2114 12.1 7 25.1 22.5 205 19.0 17.8 167 15.9 15.1 14.5 13.9 12.9 i1 8 11.5 112 8 23.5 21.0 19.2 17.8 16.8 15.7 14.9 14.2 13.6 -.13.0 8 ' 1 '1- : 7.. 11.4 11.1 10.8 10.5 9 22.1 19.8 1&1 16.7 15.7 4LB ; 11.9 11.4 10;$ : �i>;sl 10.0 9.6 9.3 13.4 12.&.:ice :1.1;8. 1 :: •:. :•10.7 10.4 102 9.9 10 1 21.0 1&8 17.1 15.91 14.9 11.6 3.31 12.7 1 3: :T• : • •:1.1' :4 2 9.9 9.6 9.4 11 .0 17.9 1 &4 15.1 142 13.4 12.7 12.1 ? :1 : • : • . 3: :9 II i 9.4 92 9.0 11.5 192 1 .1 157 14.5 13.8 128 12.1 11.8 11'. 0' 90 8.8 8.8 14 12.8 15.9 145 13.4 12 8 20.8 20.1 10.7 102 :9 92 ' '&9::' ' 8.8 &4 8.1 7.9 18 16.6 14.9 13.6 12.5 11.7 11.1 10.5:111 .•9.8 22.1 9 :: : •8.6 6.3 8.1 7.6 7.8 7.4 18 18.3 14.0 12.8 11.6 11.1 25.2 : 9 0 8. ' 1 7.8 7.8 7.4 72 7.0 20 14.9 13.3 12.1 112 10.5 9.9 9..• 8.2 7.4 72 7.0 8.8 B.6 IABLE GIVES MAX. COLUMN HEIGHT FOR *BEAM LOAD FACTORET THE SUM OF 1, ATTACHED TO E, COLUMN SCHEDULES INUM ROOF BEAM LOAD FACTOR* BEAM LOAD FACTOR* COLUMN HEIGHT CHAIR RAW'SCHEDULE I+jf. PmuM RAi1:5 tN; RAIL . :4 a, 5.0'8.0' % LOAD FACTOR* 202 6.3 5.7':::$:,':;?i:9 2X3X05d :4:* 9.2 8.4 RAIL ;2X3X06Q' :g6 Qt 91:; .. 9.2 8.7'' 8.3 LENGTH i�i�kXE150:: fIJ'::i1:d? :;01 :; 9.3 8.7 10.6 9.9 Ai<?) 1 JL''1 DISTANCE TO CHAIR RAIL OR GROUND BELk}V+f;#c}. THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE Ri' ALL SPANS ARE FOR ESTIMATING k?#POSES ONLY. SEE SITE SPECIFIC ENGINEERING AND CALCULATIONS FOR REQUIRED MEMBER SIZES. 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 51-B. **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 I EXPOSURE C 1175 MPH I F.B.C. 2010 EDITION & ASCE 7.10 18X14 MESH MAXIMUM COLUM' ALUMINl7Ab;FIQpF:::: MARK TYPE SIZ•; r,' ;: : Tti[{1'iy( $ ;;i:; MAXIMUM COLUMN HEIGHT W/20' ALUMINUM ROOF b :: :::•:. t1 COLUMN 4.0' 4.5' 5LB LAP BEAM 6L8 LAP BEAM dA ::::ti a� d: a ; : ?1:'ii : , 0.050 7LB LAP BEAM::1t.:::: ';:T&I':;ti i?: g3zq:::: 0.055 8LB LAP BEAM.. 0.072 9LB LAP BFIUI;: ; 2 q; ;13:;0 0.224 0.072 9LBH 2X3X060 8.9 8.37:Q ;'; 7;5: ; i7 �':: ; $ $:;; ;;C.7 6.5 6.2 2X3X060 6.9 6.6 6.4 6.2 6.0 5.8 5.7 5.6 5.3 3X3X090 11.3 10.9 9.0 8.7 3X3X090 8.6 8.3 8.0 7.7 7.5 7.3 7.1 7.0 6.8 3X3X125 12.5 .:12.0 11.6 -::7�:2 IO,;; •TO$: 1b.3 10.1 9.9 3X3X125 9.5 9.1 8.8 8.5 8.3 8.1 7.9 7.7 7.5 4X4X090 15,2:�l4+f 13.9 :T3S::f 12.2 11.8 11.4 11.0 4X4X090 11.6 11.1 10.8 10.4 10.1 9.9 9.6 9.4 9.2 4X4X125 ,18;$ : (6 2 15.6 45;4; ::14;7 14.3 14.0 13.6 13.3 4X4X125 12.8 12.3 11.9 11.5 11.2 10.9 10.6 10.4 10.2 4LB ; 11.9 11.4 10;$ : �i>;sl 10.0 9.6 9.3 9.0 4LB 9.4 9.1 8.8 8.5 8.2 8.0 7.8 7.6 7.5 S .7 14.2 13.$;.:1.�Li9 12.4 12.0 11.6 11.2 5LB 11.7 11.2 10.8R21.5 15.7 10.2 9.9 9.7 9.5 9.3 16.3 15.5'; ; i4.8 14.3 13.7 13.3 12.8 6LB 13.6 13.0 12.6 16.8 11.8 11.5 11.3 11.0 10.$ :18.3 17.4 16.7 16.0 15.4 14.8 14.3 7LB 15.5 14.9 14.4 13.5 13.2 12.8 12.5 :1'$;: sL11 26.4:'•;Y;y:7R5 23.7 23.1 22.3 21.5 20.8 20.1 8LB 20.1 19.4 18.7 17.6 17.1 16.7 9LB 29.0 2 $;: 2¢ $: 26.1 25.2 24.2 23.4 22.6 21.8 9LB 22.1 21.3 20.5 19.3 18.8 18.3 17.9 9LBH 31.3 30.i 29:1 28.2 27.4 26.6 26.0 25.2 24.4 9LBH 23.9 23.0 22.2 20.9 20.3 19.8;::994 1fl10LB 38.2 34.8 ''33.6 32.5 31.6 30.8 30.0 29.3 28.6 10LB 27.6 26.5 25.6 24.1 23.5 22 $};4' 21.9' 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 51-B. **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 I EXPOSURE C 1175 MPH I F.B.C. 2010 EDITION & ASCE 7.10 18X14 MESH FOR SOLID ALUMINUM ROOFS BEAM PROPERTIt:�S MARK TYPE SIZ•; r,' ;: : Tti[{1'iy( $ ;;i:; WITH ROOF UP TO 20' b :: :::•:. t1 4LB LAP BEAM 2.0 5LB LAP BEAM 6L8 LAP BEAM dA ::::ti a� d: a ; : ?1:'ii : , 0.050 7LB LAP BEAM::1t.:::: ';:T&I':;ti i?: g3zq:::: 0.055 8LB LAP BEAM.. 0.072 9LB LAP BFIUI;: ; 2 q; ;13:;0 0.224 0.072 9LBH LAP£O,iVI; 2.0 z;Qt 0.306 0.082 10LB LAP BEiM11Vj;:i;:i :,2.0 fO Q::: 0.389 0.092 FOR SOLID ALUMINUM ROOFS inoxc wvw mm. ocnm amm rum wimm oc^m Lvnv *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 UEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) 9999 Qom: J�b11DS WHW ROOF PRQJECTION L/80 BEAM LOADS WHERE ROOF PROJECTION IS 12' OR GREATER.- = L/180 SCALE : N.T.S. WITH ROOF UP TO 20' MAXIMUM BEAM SPAN 5.0' 6.0' 7.0' 8.0' RAIL 4.0' ' BEAA7k;;F,7.8 6.0' 7.0' • 8. '• 3X2X050 5.1 5.0 4.9 4.8 4.7 12' 2X4X125r}y 9.2 8.7 9.0 8.4 7.9 7.5 7.1 6.9 6.6 6.2 ��X5X125 '1�;�i'; r;}'3i'Z•' 12.4 10.8 10.2 10.9 10.1 9.5 9.0 8.6 8.3 8.0 7.5 ti.4tB 10.2::: $:9 8.4 7.3 8.9 7.8 72 6.8 6.5 2X4X125 8.0 8.0 8.0 5LB-: --.12.7 '11.3 10.3 9.0 8.4 9.7 9.0 8.4 8.0 7.7 7.4 7.1 6.'A 12.9 11.8 10.2 9.6 11.210.4 5.6 9.8 9.3 8.9 8.6 8.3 7.8 ri6.0 14.313.1 11.3 10.7 12.8 11.9 11.2 10.8 10.2 9.8 9.4 8.9 ;:$L'•13::' 21.8 19.9 18.2 16.8 15.7 14.8 16.7 15.5 14.5 13.8 13.2 12.7 12.3 11.5 25.9 24.0 21.9 20.3 19.0 17.9 19.8 18.3 17.3 16.4 15.7 15.1 14.6 13.7 LB 29.9 27.8 25.6 1 23.7 1 22.1 20.9 22.8 21.2 19.9 1 18.9 1 18.1 17.4 16.8 15.8 inoxc wvw mm. ocnm amm rum wimm oc^m Lvnv *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 UEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) 9999 BEAM LOAD >FACTOR* BEAM LENGTH B/T COLUMNS rBEAM LOAD • 6 .FACTOR* • e • • • • • BEAM LENGTH B/T GOLUMNS • 9696•• 6 e • TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD &--e • • • *BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL B • • • • 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU PF MV! • • • • • • 9999•• •• • 9999 • 9999 9999•• • 9999•• 9999•• 9999• 9999• 9999•• • 9999•• •0000• WITH ROOF UP TO 10' ENG°''EERING BUSIMS CA X677 TARNOWSKI ., ENGINEERING CR/IL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TARNOWSM ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSM ENGINEERING, INC. SCALE : N.T.S. 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. '• 3X2X050 5.1 5.0 4.9 4.8 4.7 3X2X050 3.8 3.8 3.8 3.8 3.7 2X3X097 7.0 6.8 6.7 6.8 8.4 2X3X097 4.7 4.7 4.7 4.7 • 2X4X050 6.2 6.1 5.9 5.8 5.7 2X4X050 4.6 4.7 4.6 4.6 •X15 • 2X4X125 8.0 8.0 8.0 8.0 8.0 2X4X125 6.4 6.4 6.4 6.4 Is 4• 2X5X050 72 7.0 6.9 6.7 6.6 2X5X050 5.6 5.5 5.4 5.3 68• 2XSX125 8.0 8.0 8.0 8.0 8.0 2X5X125 7.7 7.7 7.7 7.7 JJ6 BEAM LOAD >FACTOR* BEAM LENGTH B/T COLUMNS rBEAM LOAD • 6 .FACTOR* • e • • • • • BEAM LENGTH B/T GOLUMNS • 9696•• 6 e • TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD &--e • • • *BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL B • • • • 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU PF MV! • • • • • • 9999•• •• • 9999 • 9999 9999•• • 9999•• 9999•• 9999• 9999• 9999•• • 9999•• •0000• DATE : 11/13/12 ENG°''EERING BUSIMS CA X677 TARNOWSKI ., ENGINEERING CR/IL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TARNOWSM ENGINEERING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSM ENGINEERING, INC. SCALE : N.T.S. SHE 2 t�7�c} 6005-T5 -�• ® G. 1. TARNO�ISKI' 1 ,E. STRUCTURAL ENGINEER - Fl/l LIC. 0050662 0000.. 0000.. .... 0000 0000.. 0000.. .. 0000 0000 .0000. 0000.. 0000.. . .' 0000• ...0• 0000.. . . .0000. *000006600.. . .. . ..06 000000 6 C) 0,44" ri ypQYO" 0144" .Q6Q "s 'ILl -0 L`� �-2.6 I 102 JX2 1 X3 202 2X3X.060 A14 TEK SCREWS FOR o SLB OR LARGER OR 010 S.M.S. FOR BLS OR SMALLER 0 18" C.C. t o OX° a ' ' to 6 "> 'n TTrn. �� ups 55" c"! 055" 0.51 � z a� � T11°. ," @ �'t fief' t��i 30 2X3X.050 GUTTERR FASCIA DQi'-AMB 2X4X.050 2X5X.050 FOR COLUMNS 5" OR GREATER ADDITIONAL 2"X2"X2"X1/B"• ti::;:::-:;: TOP & EDT. 1 a ANGLE FA. SIDE OF IN IDI; aL I EXPOS OF COT. TO CONC, : P: E t t I' a Do LG. g 45.094"4LB .100 .046 ta0705LB .116 .050 ° SLB .050 °el g W .120 .055 WE .224 .072 ° 'L "� �fL' SL8 .224 07 Z—GUTTER BRACE . IOL 389 .062 4LB.5LB.6LB.7LB 3X3X.070 10 .389 . 092 (303 81_13.91_131.90H 1OLB LAP BEAM A SEE COLUMN ANCHORING DETAIL Y SEE COL w"JqRlly�t 3-"y . 1X2 OR IX3 COL ° PAVERS OR TILES OPTIONAL 0 TILES ' TO BOLT I� i % //� //%%%% � .;' '•;;OJ;1�1:::. . 0 //////////// 3" FROM EDGE— TO DGE TO BOLT (MIN.) a 'S° •: :•; :y::• . a ; .; .:.; . *2X8_ STRIP FTG. DETAIL Wf PAVER OR TILEWi * 12X B° FTG. IS MINIMUM FOOTING SIZE REFER TO SITE SPECIFIC PLANS, AND STRIP FTG. SCHED. FOR ANYr.�J�'I�V_l?AVER OR TILE ADDITIONAL. REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE iFJ► 4 :`LIEU OF 8X6 - 10/10 W.W.M. SITE SPECIFIC PLAN. -SEE COLUMN ANCHORING DIpFIGi:; FINISH GRADE 3" FROM SEE COLUMN ANCHORING DETAIL SODDED REQ] TO BOLT MIN CO FOR EROSION " ° 3" FROM N5 PROTECTION TO BOLT MIN. I FINISH 'G m 3" EXOMINAL I' 2" MIN. CO I' COVER 'kt= E1�".tie::":: •.. a NOTE 4" CONC. SLAB SITE SPECIFIC ENGINEERING RECO F.¢i4 $1 Si 810/10 W.W.M WHEN THIS MEASUREMENT IS LES`':N:.3'—d:::;FI3$:a4LL SOLID ALUMINUM 1100.1 • (EXCEPTIOhk ENGINEERING IS IR ED FOR-s^CAl:Aa(S UNDER FTG. & SLAB DETAIL EXISTING HOUSE ;R FOO i'11 NOTE FISERMESH MAY BE USED IN LIEU OF 6x8 - 10/10 W.W.M NOTE: THIflill}1�15¢:; " FOR il1Ns 5" DEEP OR GREATER INSTALL COL 2X3X7/8" X 2" I.G. ADDITIONAL 2X2X2X1 8" ANGLE EA. SIDE MIN. ANGLE EA SIDE OF APPUiS:1¢: TTP':frQ . OF INSIDE OF COL Wf (3)-B TO COL 2° 2" COL W/ (4)- #6 TO WIDE M¢AJRY W & (1)- 3/8" X 2 1/2" LG. TAPCON COL & (2)- 3J8" X ;; TO CONC. ®EA CUP ® ® 3 1/2" I.G. TAPCON TO #6 TO COL (TYP) z ',;"� CONC. ®EACH CUP CUP ANGLE COL, (2)- 3/8" X 3 t/2 G. TAPCON Ci 2 » TO Ito' 4 PER COL. �® ®`« 0 18" 1X2 1X3 C. ELSEWHERE -'3 y+ s • a. FTG. Vie' 3° FROM EDGE " F 2" 1II$fJ?3';';i > DELETE 1X2 1X3 FOR 3 2 BETWElD1i :•:::: MIN. OPEN PORT MP.) MIN. FASTENERS::;;:; . FRONT ELEVATION COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REWD. FOR 202 DOOR JAMB COLUMNS. *4" I.G. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TI EN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL DETAIL SHEET: 3 " ETP I3 S+ O C125' Q__ 2. 2.0 . Q 2X2 L C 2X3 3X3 2X4 3X2 4X4 2X5 — (ANNGLE�1/ -SIDE OF COLON X(`QN /2 I.G. FOOTING (MIN •) 3X3 OR 4X4 - ALUM. COL STRUCTURE 1APCOtr(EATO REBAR . WIDTH X DEPTH SCREEN ROOF W/ UP TO 7LB BEAM FOUND. 2-#5 COLUMN ANCHORING DETAIL (4) #6 �T�O COL (TYP) CUP ANGLE COL TAf�CON TO XCONC �2" LG. (TYP.) 2 PER COL 3 ®16" O.C. 1x2 1X3 11 1- PEWHERE • DEi LETE 1X2/1X3 FOR FRONT ELEVATION OPEN PORT NOTE: ANGLES ARE NOT REWD. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2-X2-XI/M- LN" X2XI/8X2- GNG. 1/2" DW BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLE TO CONC. DETAIL,; EXPANSION BOLTS TO BE "HILTI KWIK BOLT 11° SYSTEM . OR EQUAL *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON ' TAPCONS ARE TO BE SIMPSON "TM* OR EQUAL SEE GENERAL. NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL NOTES' THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE W/ *i1? "'�' F.B.0 2014 EDITION. THE MIN. MECH. PROPERTIES OF A111�4j1•d[�.ACC( 0A' THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO CO(+{ltS:tX:T:�: OF THE ASCE 7-10. CATEGORY T SCREEN WALL &SCREEN RQOF ,J:(?ADS BASQ 10IM61A ALUM. PAN & INS. PANEL STi?l 111i 8ASE0:'09-.-Z.0 LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECT '..-'3�% [ [fi�S: POP "•R{5%t �'-iR OTHER POSITIVE FASTENERS. 2 ANCHORS SHALL BE PLACED GRFe�x�i -TjlAN 3" 'Fj Q ': �; OF COWCRETE SLAB OR FOOTINGS. ALL CONC. FASTENERS MUST $E`1 j 7; A LEAN. (fF:E? t�¢F� ;OLID CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDr4jlj3S( b'.'AiLS,. 3. FASTENERS FOR ALUM. SW[% SHnLI IJ 'T.% 86''•*f: $ENTER 4. ALL CONC. ANCHORS SHlj,C:}fE A K% ANti%OR BE PROVIDED W/ 1/2 INCH DLA. WASt�•;ERaA .t�(IN. 5. CONTRACTOR IS RESPON�}$�: �'+6?; INSU` AVJ7 I MEMBERS FROM DISSIMILAR METALS TO PREVENT ELEC,TROLYSfS'.*:,'•i ,, 6. ALUM. IN COWt{ PROTECTED W/ HEAVY BOOTED BITUMINOUS PAINT OR OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF AL•L7Ad; ::PAINT''i }[I; L1 :�HITS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO } G LAPSING AND' LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR SPA ;Q(i$f,;:Qjt L%A1±L)A) x.202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS 8. AYEiVt1;BtASjQ1iF'SITE—SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON ARE NON -'STRUCTURAL MEMBERS 0_INTERCHANGEABLY. DNS TOtrDI47P.L-Y W/ LOCAL BUILDING CODES. URLJAIGS, COLUMNS ...................... *AL 6005—T5 R•' -.SIO ................................ AL 6063—T5 ;1 r ................... ... ....*A . 3003—H16 RIVETS, WASHERS ......AL. 2024—T4 5i1dERS TO BE ALUM., NON—MAGNETIC 55 STEEL, CADMIUM PLATED STEEL., OR HEADED (NYLO-TEC OR PRO-TECT) 4.67° " 78° w of : G� q. "Ll 4" +.p. 5" SUPER GI:ERr--.;;} 2'. N-3 L 2X2 if Xvlj_ I !1` INTERIOR FASTENING 4 -10 X 1 1/2" SMS. INTO REW SLOTS EA. SIDE 2 - CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE STRIP FOOTING SCHEDULE DATE : 05/15/12 SCALE .T.S. SHED *UNLESS OTHERWISE NOTED FOOTING n S ONLY. FOR EMST.FOOTING'S SEE SITE SPECIFIC PLAT F.B.C. 2010 EDITION & ASCE 7-10 6005—T5 C.1 TARNOWSKI, P.E. STRUCTURAL ENGN M - M LIC. I X 3" I.G. MIN. SIDES OF COL TO COL "X2 1/2- LG. CONC. 2 X2"X1/8- X 3- LG. MIN. ANGLE TWO SIDES OF COL W/ (6)- #1 TO COL & (2)- 38X2 1/2 TAPCONS 0 - I.G. CONC. (6) - #10 X 3/4- SMS. (3 EA. SIDE) 2" X 2" X .062" eRECEIVING CHANNEL W/ SIDE F COLUMNN" SMS. TO ALT._ CHAIR RAIL CONNEC * CHAIR RAIL PER SCN"6E • • 9999 ...... FASTENING-GGWiQULE ' • • • •' ....; • 1— #14 *WO QCREW/HEXA HEAD . 2 — 10 SA&S. HEX• HD. ;' • • •; 3 — 1/4a" /4aX /4" rA�CBfV ANCxOR. 4 — 1/4n BO-L`fS/WASHER/NUT • • 5 — CLIP'AMC,.125 "MIDI. *THICKNESS* 6 — #12X?" tt. S.M.S'fHOW HD. 90.0•0 7 — 1 /4% 0n• ?Y? LAG 0 • 8 — 1/4• LAb*r WITH -l" WASHER•••••• • 9 — # 10 •X 1,1/20 16i'S'/f'HN EX II•�� 12 — CLIP•¢NGtE, 332 MIN.THIdIpp4MSSg *LAG BOLT LENGTH TO BE' 1" LONGER ' THAN ALUMINUM PANEVVICKNESS ENGMEERWG BUSINESS CA COMB" uTARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Piantotlon, 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. FOOTING (MIN •) STRUCTURE REBAR WIDTH X DEPTH SCREEN ROOF W/ UP TO 7LB BEAM 12" X 10- 2-#5 SCREEN ROOF W &B 12" X 12" 2-J5 SCREEN ROOF W 9LB 12" X 18" 2- SCREEN ROOF W/ 1 1: X 18 .- ALL SOLID ALUMINUM 1 12" X 12" 2-#5 ROOFS DATE : 05/15/12 SCALE .T.S. SHED *UNLESS OTHERWISE NOTED FOOTING n S ONLY. FOR EMST.FOOTING'S SEE SITE SPECIFIC PLAT F.B.C. 2010 EDITION & ASCE 7-10 6005—T5 C.1 TARNOWSKI, P.E. STRUCTURAL ENGN M - M LIC. I X 3" I.G. MIN. SIDES OF COL TO COL "X2 1/2- LG. CONC. 2 X2"X1/8- X 3- LG. MIN. ANGLE TWO SIDES OF COL W/ (6)- #1 TO COL & (2)- 38X2 1/2 TAPCONS 0 - I.G. CONC. (6) - #10 X 3/4- SMS. (3 EA. SIDE) 2" X 2" X .062" eRECEIVING CHANNEL W/ SIDE F COLUMNN" SMS. TO ALT._ CHAIR RAIL CONNEC * CHAIR RAIL PER SCN"6E • • 9999 ...... FASTENING-GGWiQULE ' • • • •' ....; • 1— #14 *WO QCREW/HEXA HEAD . 2 — 10 SA&S. HEX• HD. ;' • • •; 3 — 1/4a" /4aX /4" rA�CBfV ANCxOR. 4 — 1/4n BO-L`fS/WASHER/NUT • • 5 — CLIP'AMC,.125 "MIDI. *THICKNESS* 6 — #12X?" tt. S.M.S'fHOW HD. 90.0•0 7 — 1 /4% 0n• ?Y? LAG 0 • 8 — 1/4• LAb*r WITH -l" WASHER•••••• • 9 — # 10 •X 1,1/20 16i'S'/f'HN EX II•�� 12 — CLIP•¢NGtE, 332 MIN.THIdIpp4MSSg *LAG BOLT LENGTH TO BE' 1" LONGER ' THAN ALUMINUM PANEVVICKNESS ENGMEERWG BUSINESS CA COMB" uTARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Piantotlon, 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. .... • • a • • •••••• • • • • •••••• • • • • •••••• • • • •• •• •• •• •••••• • • • • • ••s•s• • • s••s• • • •••• • ••••• • • •�•••• e••• • • • • •••••• • s••s•• •• • •••••• • • • • •s • •• • • • • • • • • •••• •s•••• • ELITE PANEL SPAN TABLES 3' x 0 024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) 1/240 10 16.17 15.76 15.03 1410 20 13.44 13.44 12.22 10.35 30 10.78 10.78 9.41 6.60 40 9.22 922 1 6.60 2.85 50 817 8.17 1 3.79 - 60 7.40 6.39 1 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) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN I L/120 L/180 (FT) L/240 10 19.00 1 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12.50 12.50 1250 11.38 40 1a97 10.97 10.97 8.80 50 9.92 9.92 9.44 6.22 60 913 9.13 1 7.51 j 3.64 70 8.52 8.52 1 5.58 107 80 8.02 ' . 8.02 3.64 - 6' x 0 024 x 1 - LB EPS--PANEL&- (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN I L/120 1-%180 (FT) L/240 10 23.00 1 EL24 2I.47 _ 20.85 20 1846 1 18.06 18.06- 18.06 30 15.13 1 1513 1513 . 15.13 40 13.34 13.34 13-34- 13.34 ' 50 1210 12.10 12.10 ' 10.91 60 1117 11.17 IL17 8.43 70 10.44 10.44 10.30 5.95 80 9.85 9.85 B.43 3.47 3' x 0 032 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 17.50 17.50 16.91 1596 20 16.64 15.96 14.06 1216 30 15.17 14.06 11.21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 1&26 5.51 0.76 60 10.75 8-36-L-2-46 - 70 9.27 6.46 1- - 80 7.80 4.56 1- - 4' x 0 032 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/2 0 10 20.50 20.50 20.11 19 20 19.61 19.24 17.49 15. 30 1847 17.49 14.87 1 4 40 16.72 15.74 12.24 8 50 15.28 13.99 9.62 5.2 60 13.84 1 12.24 7.00 j 1.75 70 12.40 10.49 4.38 - 80 10.95 8.74 1.75 - x-`D�.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAR (PSF) MAX L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 23.34 •23.21 21.82 20.22 ' 30 22.10• 21.63 19.42 17.W- 40 20.86 20.05 • 1742 13.82 50 19.62 18.47 14.62 10.62 60 18.38 16.89 1222 7.42 70 1714 1530 9.82 4.22 80 15.91 13.72 7.42 1.02 ;Av 3' x 0024 x 2 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 20 1811 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 18.36 18.36 9.86 50 14.18 13.76 1 10.51 26 60 12.87 12.46 8.57 4.6 70 1 11.57 1 11.16 6.62 2.07 80 1 10.26 1 9.86 4.67 - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD- (PSF) MAX L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 21.97 21.97 21.52 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 1213 60 15.96 15.96 13.24 9.93 70 14.75 1 14.75 11.58 7.72 80 13.55 1 1355 9.93 f 5.51 5 6' x 0 024 x 2- LB EPS P-WiftS WABLE CLEAR' SP HARTS) ALLOWABLE LOAD <PSF) MAX L/80 ALLOWABLE SPAN '(FT) L/120 L/180 L/240 10 23.93 23.93 2328 23.60 20 23.20 23.20 23.03 '22.46 30 22.47 22.47 2248 j'1.33 40 21.75 21.75 21.33 2020 50 2L02 21.02 20.49 -1947 60 20.29 20.29 19.64 17.94 70 1957 19.57 18.79 16.81 Be 18.84 18.84 17.94 1568 GENERAL NOTES 1. Composite panels'shall be constructed using type 3003-H154 aluminum facings, l 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 pmducts only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class T' (ext) ring and are NER 501 approved. 3. This sped fication has been designed and shall be fabricated in accordance with the requirements of the 2010 Florida Building Code, compositepanels comply with Chapter 7 Section 719, 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 2010 FBC including'the HVHZ. In HVH7y this product shall be used in structures `plot to be considered living areas' -per Section 1615 unless impact resistance in accordance to the HVHZ requirements are met. 6. Safety factor of 2.0 has been use to develop allowable load and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the 2010 FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test ofPanels for Building Construction. 8. Reference test reports: HEII 05-1988, HETI 06-2104, HETI-06 2066, BETI-06 2105, HETI-06 2067, HETI-05-1002, HEII- 06-2107, HETI-054987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991,HETI06-2072, HELI -06-2073, HETI-06-2074, BETI-05-1996,BET I-05-1989,HETI 05-1993, HETI 05-1985, HETI 05-1995, HETI-05- 1990,HETI05-1997,HET1-05 2037, HEII-05 2029, HETI-05-2039, HETI-05-2030, HETI-05-2041,HEI'I-05-2048,HEII 05 2036, HETI-OS 2031, HETI-05-2038, HETI-05-2065, BETI-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 engmeeri' g. 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 20.11 .20-03 19.42 18.81- 20 19.02 1821 1758 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 1329 11.43 50 15.74 15.12 1245 8.97 60 14.64 13.89 10.21 6.52 70 13.55 12.66 8.36 4.06 80 12.46 1143 6.52 1.60 ' (A x 0030 x LOWABLE 2 - LB EPS PANELS CLEAR SPAN CHARTS) A L OWABLE D (PSF) MAX L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 24.00 10 24.17 2417 2417 2417 22.84 20 23.64 23.64 23.41 23.11 40 30 22.57 2257 21.90 21-01 21.53 40 21.51 2151 20.39 18.91 20.82 50 20.45 20.45 18.88 16.80 1961 60 1929 19.39 1 17.37 14.70 16.88 70 18.33 18.33 15.86 1259 80 17.26 17.26 14.35 10.49 6' 'x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN •<FT) L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 2259 21.85 40 22.23 22.23 2L85 20.85 50 21.53 2153 2140 19.86 60 20.82 20.82 20.36 18.87 70 20.11 20.11 1961 17.87 80 19.40 19.40 1&87 16.88 SEAL .DINT WITH CONTINUOUS CAULKING U o 0 0 a T 0000 0 0000©0 z(I.L- )000100000000 BOTTOM FACINGS INTERLOCKING CROSS SECIION SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) OH CTO KIM & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO BOX 10038 Tampa, FL33678 Tet (813) 374-0327 Foc (813)374 -OM 0 eat ZW 00000000 a EPS CORE ILB OR 2LB 00;0 O 0,_00 00 PRODUCTAPPMOL © sytp 2612 ALUMINUM BOTTOM ��OR FACINGS CLEAR SPAN (L) INSIDE TO INSIDE W- a Vz c [000 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS & ADD THICKNESS.SUPPORTING WALL FOR TOTALTHIS STRUCTURE DETAIL BY PANEL SPAN- OR ANY OTHER ENGINEER OH CTO KIM & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO BOX 10038 Tampa, FL33678 Tet (813) 374-0327 Foc (813)374 -OM 0 eat ZW ISSUED FOR PRU0410T APPROVAL LU DL► ZL 2W PRODUCTAPPMOL © sytp 2612 0suM MR=70 F8c' PROBUCfAPRROVAL • • R OPTIONAL GUTTER OR •'d DRIP -CAP 36' MAX IN FRONT & 25% OF PANEL WIDTH a SIDES (12' MAX AT SIDES) EPS ROOF PANED SPAN DESCRIPTION 8 10 t7 Kna ,•ri^ btawing NCI; -`I-1-1001 SHEET 1 OF 1 0 C0 01ca LU DL► ZL tl .. .. O 4. o o 8,5 u. ��OR U:�w m W- a Vz c Q�e LO §0 Uj 0 It 8 10 t7 Kna ,•ri^ btawing NCI; -`I-1-1001 SHEET 1 OF 1 ACT 14 - FT� 6 Miami Shores Village APPROVED BY TE ZONING DEPT •••••• BLDG DEPT 4, 6 t �~ G s.02 p, SUBJECT TO COMPUAN WITH ALL FEQ RA3 , l STATE AND COUNTY RULES AND REGULATIONS •••••• •••• • • • ••••• • • •••••• •••••• •• •• •• •• • •e•••• • • 0so •