Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC-09-448
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 09, 2009 Inspector: Bruhn, Norman Owner: HUNTINGTON, CLAUDIA Job Address: 253 NE 100 Street Project: Miami Shores, FL <NONE> Contractor: TIKI ALUMINUM PRODUCTS INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060134680 Phone: (954)463 -8441 Building Department Comments ETD Inspector Comments Passed /J/�`l� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2009 Page 11 of 42 z\-11,1ioAq. Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.1RCO CI 6- 4-41 aster Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): R. of ECM ''ED 1ij:ii°°9 Owner's Name (Fee Simple Titleholder) R ►�,! H U N t1 Nj *oA1 Phone # 3 0 - 7,5 7 - (9 6 1 3 N Owner's Address . 5,3 / E , 1 Q Q t city /, A m, S h 0 A S state % Tenant/Lessee Name Z i p 3 13 1 S Phone # Job Address (where the work is being done) 6.3 f 0 , E , / 1® _St City Miami Shores Village County Miami -Dade Zip 33 13F-,A 412 FOLIO / PARCEL # I1 - 3 .o -0/3 w 4 20 Is Building Historically Designated YES NO V' Contractor's Company Name Is. K i, / L U i'Y) 1 /V 0 r PR U el Phone # 9.5:4 ° 463 8 4 F 1 Contractor's Address 9' 90 N , l(,j , 1 3 T gc , city / f9 `..yv CIE Rd4LE State L.. Zip 333 /l Qualifier Name 7- h 0/II /, 5 P f ,' f Ec k Phone # 9 ,54 - 4 (. 3 8 W State Certificate or Registration No. (. (? C ()3 1 4 7 7 Certificate of Competency No. Architect/Engineer's Name (if applicable)-04 fi 0 (.V $ K o Phone # 9S4 - 7 - DA, 7 Value of Work For this Permit $ 00. `' o Type of Work: Describe Work: ❑Addition 1 ❑Alteration Square / Linear Footage Of Work: 300 #" ErNew ' o ❑ Repair/Replace ❑ Demolition Submittal Fee $ l Fees Permit Fee $ /c6�' CCF $ 42-D C'iS,/CC_ Notary $ Training/Education Fee $ Q_ 40 Technology Fee $ 4.65 Scanning $ 3 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side —> Bonding Company's Name (if applicable) N /A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State!. 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 'petmit°must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIII.F,RS, HEATERS, TANKS and AIR CONDITIONERS, ETC Zip 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 Owner or Agent The foregoing instrument was acknowledged before me this A 0 day of Plattg411, 20 01 by Rib d g /y Ni,!, /V1/ t t) al), who is personally known to me or who has produced As iden NOTARY PUBLIC: Sign: Print: x Signature Contractor The foregoing instrument was acknowledged before me this 1 day of 7119X e ,2007,byTh ®/11AS P%tSfrig, who is personally known to me or who has produced as identification and who did take an oath. CAROL L. BOWES MY COMMISSION # DD762855 EXPIRES February 27, 2012 a Serviceman My Commission Expires: NOTARY PUBL CAROL, L. BOWES '`;. L ='i 'i MY COMMISSION # DD762855 PIRES February 27, 2012 Sign: Print: 2,4' of 1- , /S• c E My Commission Expires: A 7 - A O /:; APPLICATION APPROVED BY: • (Revised 07/10/07) ihn Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Na RC-3-09-448 Issue Date: Not Issued fft Mditoteration Expires:Not issued Folio Number:1132060134680 Owners Name: CLAUDIA HUNTINGTON 1 Job Address: 253 100 Street Miami Shores, FL • • .• Total Job Valuation: $ 7,000.00 ... Owner's Phone: Total Square Feet: 300 • ............... • ..... •• .......... ••••••• ..... ••••• .. ... . ... ......... ....................... ...... ....... Contractor(s) Phone Primary Contractor TI KI ALUMINUM PRODUCTS INC (954)463-8441 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/20/2009 : Yes Comments: 1111111111111111111111111111111111 NOTICE OF COMMENCEMENT Fhbaa01'A e'i a5; A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO R f'k 26795 f'g 4m; (1P9 RECORDED 03/20/2009 14 :37 :23 PERMIT NO. TAX FOLIO NO./ /-3,201.- (, /3' lL a IANIrDADEIC©UNTY, FL©RICDART AST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: aa 1 I.0f , E. , 0 2. ' escription of improvement e F 3. Owner(s) name and address: • E /0b Interest in property: bjU Name and address of fee simple titleholder: n 'F_ 3 )J .,•/S 4. Contractor's name and address: Tiki Aluminum Products, Inc. 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: N %A d -rdale FL 33311 • 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name ,,t1 /t �)t�I T�, } ' su�bsry a '�? it . My Commission Expires M. 5 F‘• s% Commission # 373 NS a '' talic• Print o ary's ame: My commission expires: �- efi} ripl C., ,13 ow Fs Prepared by T, /,' tLum I ruvrn PRod . ay of 20 09 irif22.02016 :am Address: ?9 N• W.! 3 7E k. Ff. 1,Aud.IERdpLk.) PL. :2,.33 � 1 S T A T F OF r i _ : ) r ' ; _ i A , CCP WTY i't DACFE !HERESY CERTIFY iis t'he y�bti'f� (1'� �5• Y SM4' VET. A 20 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f3JECT TO COMPUANCE WITH ALL FEDERA6 ryan whitewater (46).max • • • • • • • • • • • • • • • • • • • • • • V=. P t4G4-1'11 t,t•pm. )L)0 t\Ark: 1,1 1,111, rills property described as: Lots 18 and 19, Block 34, AN AMENDED PLAT OF MIAMI SHORES NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of teh Public Records of Dade County, Florida,. • • • • • • • • • • • 3 ev:17 • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. Certified Gulfstream Title Company, Huntington, Andrew L. and Claudia and Prudential Home Mortgage Company, its successors and/or assigns. D ZONE: X FL ORMATIO C u No.; 20652 Panel No.: 93 Suffix: *7 Date of P.I.R.M.: 3-2-94 Bas“ Elevation: Not Available PROPERTY OV Huntington, Andrew L. and Claudia, 253 N,E. • Not balt4IttrIlri.) embot‘mi votti Siw.erot's Seat. 1. BOUNDARY 11,1.*:tft ftttila thli 0.; 1.10.4,1 /4.144P ePt■IPt1 brf<trn mettt moimeval I4' hi t. al tI4.444!rh !soh ltt cri 1.r44,,,ipovvrvh fhapr, 1.1KA17,ft Mnprh .441.4est4rel,,t1444. 4 Inf., tv.v.ft 4,,r4wfv, VI. 11a 44110 v ,ee r9,8 4, . Ve4,144414441t 401 f*" ■.0 maw, 11.or tWP41g1 • .• (fsI(,IN(IRS - t AN() SURVIMRS IAMt) PLANNIRS 01fIte ititirr,,,ks 15/ I4/ 4t As v*,ttx' , (of 11114 r.(). Bo% MA 111, /1 I e rsh (305) 608-7 0 I ryan whitewater (45).max SCAL1 (305)523-0603 tof%v:, 26700 BCIS Home keg In I Hot Topics I Submit Surcharge ( Stets & Facts € Publications ( FBC Staff BCIS Site Map 1 Links R Search Product Approval USER: Public User Product Apprstu Lkaina > Product or Application Seatth > gpplicittion Liss > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer.. Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email FL7561 New 2004 Approved Elite Aluminum Corporation 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock@aol.com Do Kim dk @dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum @aol.com • • • •••• • • • •• • • • • •• •• •• • • •••• • • •. • • • • • •••• • •• •••• • • • • •• •• • •••• • • • • ..•. • • • • •••• • • • •• • • • • •• • ••.. • http: / /floridabuilding.org(pr /pr app dtl. aspx? param= wGEVXQwtDgsgJkkX72BeuCecN82vc %2bRBiKABLQZ %2fAek%3d 1/9/2008 • • • • • • • • • • •• • • • • Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity PSI /Pittsburgh Testing Laboratory Validated By James L. Buckner, P.E. at C -BUCK, Inc. •••••• • • •••• • • • •• • • • • • • • •• •• • . . . . .. . • • • • • •••• • •• •• •• • • • Certificate of Independence FL7S6 . 0 COI Certificate of Independence.Faf • .. •• • Referenced Standard and Year (of Standard Year Standard) ADM 1 2000 ASTM E72 2005 Equivalence of Product Standards Certified By • • • •••• • • • . •••• • • .. • • • • • •••• • • • • • • • • • • • • Sections from the Code Product Approval Method Method 1 Option D http: / /floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCecN82vc %2bRBiKARLQZ %2fAek%3d 1/9/2008 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/21/2006 10/02/2006 10/03/2006 10/11/2006 IFL # ' Model, Number or Name Description 7561.1 Aluminum /Aluminum Composite Panels j 3 "/4 "J6 "x0.024 "x1Ib EPS Composite Panel, 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 76 "x0.024 "x21b EPS Composite Panel, 3 "/4 "/6 "x0.030 "x2Ib EPS Composite Pant, •_.__•••• • Limits of Use Approved for use in HVHZ: Yes • it Approved for use outside HVHZ: Yes 11 Impact Resistant: No ii Design Pressure: +80 / -80 11 Other: For outdoor patio construction only. For use within and outside the HVHZ. See installation i drawing for allowable design pressures and spans. Installation Instructions •• • • • •• FL7561 RO II Elite FBC FL-10014)&4%T" FL-10014)&4%T" ••••j Verified By: Do Kim, P.E. PE 49497 • Evaluation Reports • • • • • • FL7561RO AE Evaliatior� Reirort -z. ••- flite.�df.• _ ..••.• • • . •••• C Bacl: C Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: • • • .. • • • • • • • • • • • • • • •• • • • .. • • http: / /floridabuiiding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCecN82vc %2bRBiKARLQZ %2fAek%3d 1/9/2008 4=2) F =J EXIST, HOUSE WALL • • ••• • • • ••• •• •• • • • • • •• •• • FXISTI I4; NEU:SE • • • • • • • •• • /// gil(% / / /// ••••••• •••• ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • • •• / //////0 // s. 5' / • • • - 1.Pa• 4'4'44 • •4 • • •••• • •. • ••• . • • • • • •• • • 24'X24'X12' DEEP FTG. W/ 3 - *5 EA. WAY • /•• ••• •• • • • • 0 / 4 ,.. 4. ♦•, EXIST,. ' :' ' ,CONCRETE ,4 . ° ' ,ag • . 4 o •a -w • .4 :.4, LL 4, 1• , • a ; 4 4 4 a • °' . . 4.11-4- 44, I s 15' -1014' FOUNDATION PLAN 3' X 3' X 3' X 1/8 ANGLE EA SIDE Of CIS.. W/ 2 - 1/4' BOLTS TO COL & 1— 1/2 X 4' I.G. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. (TYP.) 2 PER COL SAVCUT AND REMOVE EXIST. SLAB AS NECESSARY TO PROVIDE ROOM FOR NEV CONC. PAD EXIST. CONC. SLAB 24124'X12' DEEP FIG, V/ 3 — *5 EA. WAY 4. : o' 9 a, d z 4. ' • a 41--, , H n "pi 4X a' °• 5 •4 ,.®a.: •a as • 4 ' °' • 4 . .4 j. ,a °• • N •.4 DOWEL *4X12' REBAR A MIN. OF 4' INTO EXIST. CONC. SLAB 8 12' O/C ALONG 3 SIDS OF PAD SET IN EPDXY I ll =[l li_ it 11 �i�ai d 1i -11-11 II .JI�11- ISO. FTG. DETAIL' THESE PLANS CONFORM 10 THE FBC 2007 YdTH 2009 SUPPLEMENTS ED. & ASCE 7 -05 DESIGN BASED ON 140 MPH WINDS, EXPOSURE °C" T. CONC. SLAB r- NLI1VA31I EXIST. HOUSE WALL EXISTING HOUSE / / / / //. foi7 / / /// NEW 6" INSUL. ALUM. ROOF 3X3 ALUM. COL ACCORDING TO RATIONAL ANALYSIS THIS EXISTING STRUCTURE WATTACHMENTGTOOSTRUCTURE) CAN AND HOUSE WALL LOADSSRIMPDSEDITBY SCREED ENCLOSURE. 24'X24'X12' DEEP FTG. W/ 3 - 4*5 EA. WAY 15` -10%' PLAN FRONT ELEVATI ❑N EXIST. CONCRETE DRIVEWAY NEW 6' INSUL. ALUM. ROOF 24•X24'X12' DEEP FTG. W/ 3 - *5 EA. WAY ENGINEERING BUSINESS CA 00009677 (17 NAME AND ADDRESS HUNTINGTON 253 N.E. 100 STREET MIAMI SHORES, FL. C c T F= t Alumiirnum �"roducts- Iirltc- CIRCA i9►O r' �WT� 13th T. x— mt -rac4m ort Lauderdale, Florida 3331 TARNOWSKI ENGINEERING, INC. Ch* --- Structural -- Architectural 7360 N.W. 5th Street Plantation, FL. 33317 Phone (954) 727 - 2027 Fax (954) 727 - 9644 JOB 4*' 11579 DATE 3/19/091 SCALE1 3/32'= 1' -0' DRAWN BY' KAW SHEET NO. 1 OF 1 'GUS' TARN TARS K I UC. NO. 50662 . ••i •• •• • • .• .• •• • • • • •- • • • • • • ELITE PANEL &'.Ali : T4ELES 3' x 0 024 x 1 - LB EPS PANELS (ALLOWABLE CL.E II SR I.GHAR•TS). • • ALLOWABLE LOAD (PSF) • • t'litX SitOW/111lE •SPAN QF•le) . L /80 L/120 L /180 L /240 10 16.17 13.44.1 15.76 •:.334.'5. 15.03 lig& 1440 ••10.36•• 20 30 10.78•• •1t 8 i : rills i• 4.60'• 40 922 • •9.32 • • gR60. • 2.85 • 50 8.1? • 8.1'7 •- 79• • • • -• • 60 7.40 6.39 0.98 - 70 6.81 4.51 344 70 80 6.33 2.64 - 80 4° x 0 024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLEIWABLE SPAN (FT) L/80 L /120 L /180 L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 1250 12.50 12.5 0 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 6.22 60 9.13 943 7.51 344 70 8.52 8.52 5.58 1.07 80 8.02 , 8.02 344 - 6' x_0024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L /80 L/120 L /180 L/240 10 23,00 2124 21.47 20.85 20 18.06 28.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 12.10 12.10 12 .10 10.91 60 12,17 11.17 I1.17 8.43 70 10.44 10.44 SO 30 5.95 80 _ 9.85 9.85 8.43 3.47 GENERAL NOTES 1 Composite panels shall be constructed using type 3003 -H154 aluminum facings,1 or 2 PCF AS IM C -578 carpenter brand EP S 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 -501 approved. 3 - This specification has been designed and ball be fabricated in accordance with the requirements of the 2007 Florida Building Code, composite panels 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 aha11 determine by accepted engineering practice the allowable loads for site specific load conditions (iincluding 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 2007 IBC including the HVHZ In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1613 unless impact resistance in accordance to the HVHZ 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 Strictures Part I and conferrals to the 2007 FBC Chapter 16 and 20. 7 Testing has been conducted in accordance to ASTM E72 -05: Strength I est of Panels for Building Construction. 8 - - Reference test reports: HETI -05 -1988, HETI -06 -2104, HEII -06- 2066, HETI -06 - 2105, HETI -06 -2067, HETI-05- 1002, HE11- 06 -2107, HETI -05- 1987, HETI-06-2069, 1 EII-062070, 11E11-06-2071, HEII -05 -1994, HEII -05 -1991, HEII -06 -2072, HEII -06- 2073, HEII -06- 2074, HEII -05- 1996, HEII -05 -1989, HETi -05- 1993, HEII -05 -1985, HEII -05 -1995, HEII 05- 1990, HE II-05-1997, HEII -05 -2037, HEII 05 -2029, HETI -05- 2039, HEII -05 -2030, HEII -05 -2041, HEII -05 2048, HETI- 05- 2036, HBII -05- 2031, HETI -05 - 2038, HETI -05 -2065, HEII -0S -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 siren: • of the fan beam to exceed shown fi: es as • art of site - • -- 'flc en .eerie • • • .•. • • . 3° x 0 032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT> L /80 L /120 L/180 L/240 10 1750 17.50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 1517 14.06 11.21 8.36 40 13.69 12.16 8.36 4256 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 - 70 9.27 6.46 - - 80 7.80 4.56 - - 11.58 4' x 0.032 x ,1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD <PSF) MAX ALLOWABLE SPAN (FT) L /80 L /120 L /180 L/240 10 20.50 20.50 20.11 1924 20 19.61 19.24 17.49 15.74 30 1817 17.49 14,87 12.24 40 16.72 15.74 12.24 8.74 50 1528 13.99 9.62 525 60 13.84 12.24 7.00 175 70 12.40 10.49 4.38 - 80 10.95 8.74 1.75 - 60 6° x 0 032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) - ALLOWABLE LOAD <PSF) MAX ALLOWABLE S A,, (FT) L /80 L /120 L/1 ;,- L/240 10 24.00 24.00 24.00 23.42 20 18.84 2321 21.82 2022 22.10 21.63 .4 T 17.02 40 20.86 20.05 1 17.02 13.82 50 19.62 18.47 14.62 10.62 60 18.38 16.89 1222 7.42- 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 1.02 3' x 0024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF> _ MAX ALLOWABLE SPAN <FT) L/80 L /120 L/180 L/240 10 19.33 18.95 18.31 1746 20 18.11 17.66 16.36 15.06 30 16.80 26.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 726 60 12.87 12.46 8.57 4.67 70 11.57 1116 6.62 2.07 80 10.26 9.86 4.67 - 4° x 0024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) - MAX ALLOWABLE SPAN (FT) L/90 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 1957 18.21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 12.13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 11.58 7.72 80 13.55 13.55 9.93 5.51 6' x 0 024 x 2 - LB EPS PANELS (A{_LOWABL E CLEAR SPAN CHARTS) ALLOWABLE LOAD <PSF) MAX ALLOWABLE SPAN (FT) L /80 L/120 L /180 L /240 10 23.93 23.93 23.88 23.60 20 2320 23.20 23.03 22.46 30 22.47 22.47 22.18 - - ,.'21.33 40 21.75 21.75 21,33 2020 50 21.02 21.02 20.49 19.07. 60 20.29 20.29 19.64 2754 70 19.57 19.57 18.7 9 ; 16.81 80 18.84 18.84 17.94 ,'15.68' SEAL JOINT- .Wrri.t' CONTINUOUS CAULtCING, rSLOPE 4° x 000 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L /120 L /180 L/240 I0 20.11 20.03 19.42 18.81 20 19.02 18.81 17.58 30 17.93 17.58 15.73 40 16.83 I6.35 13.89 50 15.74 15.12 12.05 60 14.64 13.89 10.21 70 13.55 12.66 8.36 16.35 ,r 1389 =. 11.43 z' °8197 6.52 80 12.46 11.43 652 4' x 0 030 x 2 - LB EPSPANELS: (ALLOWABLE CLEAR-SPA _gC'HARTS ALLOWABLE LOAD (PSF) MAX Al 1 F€VABL� SPAN (FT) L /80 L/120 L/180 L/240 10 24 .17 24.17 24.17 2417 20 2344 23.64 23.41 2311 30 22.57 22.57 .' 2101 40 21.51: 21.51 18.91 50 20.45 20.45 1 &88 ,46.80 60 49.39 19.39 17.37 44.7.0 70 18.33 18.33 15.86 17.26 17.26 14:35 6° x 0030'x 2 - LB EPS PANELS (ALLOWABLE `'CLEAR SPAN CHARTS) ALLOWABLE' LOAD (PSF) MAX ALLOWABLE SPAN (FT) L /80 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 22.59 21.85 40 22.23 2223 21.85 20,85 50 21.53 21.53 21.10 19.86 60 20.82 20.82 20.36 18.87 70 20.11 20.11 19.61 17.87 19.40 19.40 18.87 16.88 t ter• 8� )UU 00 0000 000000 zy )0000000000r • •• • • s • • • • • ,3QTTDM FACIN 44TERLDCKING CROSS SECTION O'er ono" ci o ALUMINUM BOTTOM FACINGS CLEAR SPAN CL) J 1 ± -- -CS- 6"27- 0-° a EPS CORE 1LB CR 2L3 0 °O °° O 00 aQ A 0 °0 °0 °0° 0 ° -OTC t 4' MAX WIDTH INTERLOCKING PANEL Cl /4' /FT MIN SLOPE) INSIDE TO INSIDE ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS & SUPPORTING STRUCTURE DETAIL BY THIS OR ANY OTHER ENGINEER oo O C o o o° ADD THICKNESS OF tor, WALL FOR TOTAL O° PANEL SPANt OPTIONAL GUTTER OR DRIP CAP 36' MAX IN FRONT & 252 OF PANEL VIDTH 2 SIDES (12' MAX AT SIDES) EPS ROOF PANED SPAN DESCRIPTION DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS POSOX 10039 11 T =pa FL 33878 1e1 (813) 374-0321 %c 0113) 374.0322 am ZOO Descrfptton ISSUED FOR TCF APPROVAL'.%, Is AP DRAWN BY: DYK Drawing No. - FL -1001- SHEET 10F 1 0.5" ir :084" r„ 125" c .k. 2.0° H -3 L 2X2 1. 1X2 1X3 202 .•• . • • • • �UTT'�R• • • • • • • • • • • • • • • • ••• • BEAM TYPE t, t: 41B .100 .046 5LB .116 .050 613 .120 .050 7LB .120 .055 8LB .224 .072 9L8 .224 .072 9LBH .306 .082 10L.3 .389 .092 T4 BOLT IN. 14 �TEEKK SCREWS FOR 7LB FI gA OI/ R 10 V.S. *8° Gkek•TOD $i B®T. • 4LB.5Lbo 6LB.7LB 8LB.9L2.9LBI-j • •• • • • • • 10LB LAP BEAM SEE COLUMN ANCHORING DETAIL 1X3 PAVERS OR TILES OPTIONAL. * 2°18_G. 12 "* I I / / / / / / / / / /// COMP / / L / /// / /",P / //Fl / / /// / / / / / / / / / /// / / / / / / / / / /// / / / / / / / / / /// / / / / / / / / / /// STRIP FTG. DETAIL W/ PAVER OR TILE * 12"X 8" FTG. 15 MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS. AND STRIP FTG. SCHED. FOR ANY ADDmONAI_ REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE SITF SPF(:IFIr: PI AN FINISH GRADE SODDED REQD FOR EROSION PROTECTION C MIN. COVER NOTE.: :u THIS DETAIL IS APPLICABLE FORS, MUST BE ACCOMPANI • WITH EN PERM R' ; THIS US; SPECIFIC CALCU s' -E NOT WALLS UNDER a,$ ::;:R +USE ROO LAB FOO .'..•- •UTT R • • •• • • • • •• FASCIA 2.0" 2.0" di, 223X0.050 2X3X0.060 1-EXPOSED • • •• •• .070 • 4 SUPER G FOR COLUMNS 5" D�'w OR GREATER INSTALL ADDmONAL 2"X2"X2°X1 ANGLE EA. SIDE OF INSI OF COL W /... X 'P�.:• S.M.S. TOs x 1/4 1/2° TO CONC 5.094" 2"X2°X3° LONG X 1/8° ANGLE W/ (6)- 12 X OF COL LG. 11/2" X 4° COL LG. EXPANSION BOLT (WEDGE ANCHOR) COLUMN TYPE: 3X3X.090 ` K �L' 4 5 6 7 S 9 SPACING �'FT%�..• ��:.°�` 1 1 1 1 1U 5 fi 9.8• 9.5 1 11 1 9.0 8.7 0-51 III ®®ail [ °mad 3.0" 3X3X0.070 (303) 3" FROM EDGE TO 801.T (MIN.) BOLT COLUMN ANCHORING DETAIL (6)- #6 TO COL (TYP) (1)- 1/2" X 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. (TYP.) 2 PER COL 1/4" TAPCON © 18" 0.0. EWHERE 10.3 10.1 9.8 9.5 8.4 8.2 8.0 7.8 7.8 7.3 6.9 6.5 6.2 6.0 5.5 11.4 10.7 `: _3a'y,'' ,.•.1 = Tian .'` 8.1 7.5 7.1 8.7 10.5• • : =,c •q 8.8" 4 7.1 8.9 6.4 1 •.:' . b? 8.2 7r 3 .1 8.8 6.6 6.2 5.7 ®' �r 'A ®ilk 5.9 5.7 ® 15.1 14.2 13.5 12.9 12.3 11.4 13.5 12.7 12.1 11.5 11.0 10.2 12.3 11.6 11.0 1X3 FOR OPEN PORT (TYP.) 7.8 7.3 7.0 6.6 6.4 5.9 7.1 6.7 6.4 8.1 5.8 5.4 't)PEN WALLS W /SOLID ALUMINUM• ROOFS) H GHT FOR GIVEN COLUMN SPACING AND BEAM LOAD LOADING = 33 PSF 9 10 11 12 AREA = 1.45 13 14 15 6.9 6.5 6.2 5.9 5.6 5.2 7.2 6.7 6.4 6.0 5.7 5.5 5.1 4.8 K= 1.5 I =3.70 MIIIMMEill MIL C._SLM, 8° I W /W1A4 OVER OR TILE '5 FRONT ELEVATION 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. *1/2" TAPCON MAY BE USED IN LIEU OF 1/2" EXPANSION BOLT TAPCONS ARE TO BE SIMPSON 'IiitN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDmONAL REQUIREMENTS 19.2 17.8 16.6 15.7 14.9 18.1 18.7 15.7 14.8 14.0 17.1 15.9 14.9 14.0 13.3 18.4 15.1 14.2 13.4 12.7 17.1 15.7 14.5 13.6 12.8 12.1 15.0 13.9 13.0 12.3 11.7 14.5 13.4 12.6 11.8 11.2 kLIEU OF 6X6 - 10 /10 W.W.M. GENERAL NOTES SEE COLUMN ANCHORING 3" FROM G TO BOLT (MINE) SEE COLUMN ANCHORING DETAIL THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCOR THE F.B.0 2007 EDITION. THE MIN. MECH. PROPERTIES 0 LATEST ED. OF THE ALUM. CONST. MANUAL. THIS STRU DESIGN CRITERIA OF' THE ASCE 7 -05 E W 3" FROM TO BOLT MIN..) 3 r<. NOMINAL 00"W 4" CONC. SLAB W/ 6X8 - 10/10 W.W.M. WI 8"X8" FTG. W/ 1 -#5 FTG. & SLAB DETAIL WIND LOAD SCREEN WALL & SCREEN R00 ALUM. PAN & INS. PANEL IMPORTANCE FACTOR = 0.77 1. ALL PRIMARY MEMBERS WILL BE CONNECTED C) 4E4 CREEN OPENINGS LOADS FASTENERS. 2. ANCHORS SHALL BE PLACED FOOTINGS. ALL CONC. F REGARDLESS OF LENGTHS 3. FASTENERS FOR ALUM. S 4. FASTENERS SHALL HAVE As 5. CONTRACTOR IS RESPONS TO PREVENT ELE LYSIS'.. 6. ALUM. IN CONT . "cSt21 co I . PAINT OR W >'. .`i • viETtfA •,t. COATS OF ALU" 7. ALL DOORS TO B> NOTE: FIBERMESH MAY BE USED IN LIEU OF 6X5 - 10/10 W.W.M. n'x • FTG 121 MIN. FRONT ELEVATION FOR C .' s 5" DEEP OR GREATER INSTALL ADDmGNAL 2"X2°X2"X1/8" ANGLE EA. SIDE OF INSIDE OF COL W/ (3)- #12 X 1° LG S.MS. TO COL & (1)- 1/4" X 2 1/2" LG. 0 CONC. ©EA. CLIP #12 X 1" LG. S.M.S. TO COL (1YP) (2)- 3/8" X 2 1/2" LG. TAPCON TO CONC (TYP.) 4 PER COL. 1/4° TAPCON 8' 18" 1X3 0.C. ELSEWHERE COL 2" TAPCON N 2°X3"X3° LONG X 1/8" ANGLE EA. SIDE OF COL W/ (6)- #12 X 1 LG. S.M.S. TO COL & (2)- 3/8" X 2 1/2° L0 TAPCON TO CONC. .;•,,; ; ®„EACH CUP. SPA TO OTHER POSITIVE CONCRETE SLAB OR -1/2" INTO SCUD CONC. AIf�1� %a " ON ENTER W/ 1/2 INCH DIA. WASHERS MIN. BERS FROM DISSIMILAR METALS 15.7 14.5 13.6 14.5 13.4 12.6 14.0 12.8 11.8 13.3 12.1 11.2 13.8 12.6 11.7 11.1 104 99 10.5 9.9 9.4 10.7 10.2 10.8 9.8 9.2 10.2 9.5 8.9 14.0 13.0 12.1 11.4 10.8 10.3 8.8 9.4 9.0 8.7 8.4 8.1 9.0 8.6 8.2 7.9 7.7 13.8 12.8 11.7 11.1 10.5 10.0 16.1 15.7 15.2 14.9 14.4 14.0 13.8 13.3 13.2 12.8 12.4 12.1 12.2 11.8 11.5 11.2 11.4 11.1 10.8 10.5 10.7 10.4 10.2 9.9 10.2 9.9 9.6 9.4 9.7 9.4 9.2 8.3 8.1 7.8 7.6 7.4 7.2 CARRY BEAM SCHEDULE (FOR SOLID ALUMINUM ROOFS) TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD BEAM LOADS WHERE ROOF PROJECTION BEAM LOADS WHERE ROOF PROJECTION IS 12' OR LESS..... = L /80 IS 12' OR GREATER...... = L/180 7.8 7.4 7.0 7.6 7.4 7.2 7.0 68 6.6 BEAM 4' 5 6' 7' 8' 9' 4' 5' 6' 7' 8' 9' 102 12' 5.0 4LB 8.8 7.8 7.2 6.6 6.2 5.8 7.8 7.2 6.8 6.5 6.2 5.8 2X4 11.0 9.8 9.0 8.3 7.8 7.3 9.0 8.4 7.9 7.5 7.1 6.9 6.6 6.2 14.4 13.0 11.6 10.6 9.8 9.2 8.6 10.9 10.1 9.5 9.0 8.6 8.3 17.7 7.5 5LB 10.8 9.6 8.8 8.1 7.6 7.2 9.7 9.0 8.4 8.0 7.6 7.2 .8 6.2 6LB 12.2 10.9. 10.0 9.2 8.6 8.1 11.2 10.4 9.8 9.2 8.6 8.1 7.7 7.0 7LB 13.7 12.2 11.2 10.3 9.7 9.1 12.8 11.9 11.2 10.3 9.7 9.1 8.6 7.9 8LB 18.9 16.9 15.5 14.3 13.4 12.6 16.7 15.5 14.5 13.8 13.2 12.6 12.0 10.9 9LB 20.5 18.3 16.7 15.5 14.5 13.6 18.3 17.0 16.0 15.2 14.5 13.6 12.9 11.8 9LBH 22.9 20.5 18.7 17.3 16.2 15.2 19.8 18.3 17.3 16.4 15.7 15.1 14.5 13.2 10LB 26.8 23.9 21.8 20.2 18.9 17.8 22.8 21.2 19.9 18.9 18.1 17.4 16.8 15.4 10LB -DBL 37.7 33.9 30.9 28.6 26.8 25.2 28.8 26.7 25.1 23.9 22.8 21.9 21.2 19.9 PROTECTED W/ HEAVY BOOTED BITUMINOUS OR THE WOOD SHALL BE PAINTED W/ TWO S SEALED W/ A GOOD QUALITY CAULKING. ING 'tATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR .a02 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS ITE- SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON W/ LOCAL BUILDING CODES. S *AL. 6063 -T6 .AL. 6063 -75 *AL 3003 -H18 .AL 2024 -T4 3" FROM EDGE -/ DELETE 1X3 FOR OPEN PORT (TYP.) ,�- 2" MI MI . FASTENER COLUMN ANCHORING DETAIL NOTE ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. 3/8' DIA. BOLTS MAY BE "ASHLEY QUICKSET", aka TAPCON ANCHORS. GENERAt DETAIL SHEET: EXPOSURE C NETS. WASHERS 146 MPH TO BE ALUM., NON- MAGNETIC OR CADMIUM PLATED SIttL *UNLESS OTHERWISE NOTED STRIP FOOTING SCHEDULE STRUCTURE FOOTING (MIN.) WIDTH X DEPTH REBAR SCREEN ROOF W/ UP TO 713 BEAM 12' X 10° 2 -#5 SCREEN ROOF W/ 813 12" X 12° 2 -#5 SCREEN ROOF W/ 913 12" X 16° 2 - #5 SCREEN ROOF W/ 1013 12" X 16° 2 -#5 ALL SOUD ALUMINUM ROOFS 12" X 12' 2 - #5 MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. F.B.C. 2007 EDITION & ASCE 7 -05 LEGACY COLUMN SCHEDULE (FOR SOLID ALUMINUM ROOFS WITH SCREEN WALLS) TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN SPACING WIND LOAD = 30 PSF ROOF, 20.5 PSF WALL EXPOSURE C MAXIMUM COLUMN HEIGHT BEAM 4.0' 4.5 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 4LB 9.6 8.9 8.4 7.9 7.5 7.1 6.7 6.4 6.1 512 12.0 11.3 10.6 10.0 9.4 9.0 8.5 8.1 7.8 61.8 13.8 12.8 121 11.4 10.8 10.2 9.8 9.3 8.9 7U3 15.5 14.4 13.6 12.8 12.1 11.5 11.0 10.5 10.1 8LB 21.9 20.7 19.6 18.6 17.7 17.0 16.3 15.6 15.1 9LB 23.8 22.5 21.2 20.1 19.2 18.4 - 17.6 16.9 16.3 9LBH 26.6 25.1 23.8 22.7 21.7 20.8 20.0 19.3 18.6 10LB 31.3 29.5 27.9 26.6 25.5 24.5 23.6' 22.7 21.9 8o JF 0 0 0 a O U 8 R.6 DATE : 03/01/09 SCALE : N.T.S. SHEET : C -3 be) 69 C.T. TARNOWSKI, P.E. STRUCTURAL ENGINEER - FIA. 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 ENGINEERINC INC. AND MALL NOT 68 REPRODUCED IN WHOLE OR IN PART WIIHOUTWRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC #2 0 12" C.C. /PANEL T&B C 2x3 INS. ROOF • • ••• • • •• •• • • • • • • • • • • • • • ••• 7 TO EA EXIST TRUSS MM CHANNEL AND 0 12" 2" MIN. FASCIA O.C. MAX. TO FASCIA • • • • • NOTE FASCIA MAYBE BUILT UP BY LAGGING NEW 1° MEM. CO D /• • 2 -1/4" x 3-1/2° LAGS/TRUSS OR RAFTER. • • • 2" SUB — FASCIA BEHIND 1" FASCIA IS ALSO ACCEPTABLE. .4,4/ • • • FASCIA CONN, • • •• • • • • • • • ••• • • • • • • • • • • • • ••• EXIST. DRIP CAP ;,4L. FLASHING }(OPTIONAL) #8 8" C.C. 2- 1/4"X2 -1/4" LON TAPCON ANCHOR TIiRU CWP INTO EXTG. • OI4C. •WALL. • • �• • • l!R Li.AML s h;.G EnER • 3j. APCO BIT TO EXIST. MOBILE HOME " THRU BOLTS ERS & NUTS 2"X2"X1/8" CUP ANGLE EA. DDEE, w/2 TO BM R R (4) — U E 30R #4 HOUSE CONN. "C" CHANNEL DOES SUPPORT ROOF LOAD ACTS ONLY AS WATE SEAL AL TK. ALLOY 3003 — H16 (MO CO , T -2 OR T —;., WINDOW FRAME BY`., WI CAULK WATER- PROOFING — STICUM. ROOFING APE OR EQUAL DET. ANEL MAY 4" PLYWOOD ANCHOR WINDOW OR 302 W/ # 16" O.C. SIDES TO FROM N t }UTTER W/2 0 12° C.C. • OP & BO 3/PANEL PANEL 2 8" O.C. EA. SIDE CTION D -D #808" C.C. FOR COL. SPACING LESS THAN 6' USE 3X2 — GREATER THAN 8' USE 3X2 W/ 1X2 W/ #2X 1/2° LONG 0 11° C.'. * CLIP ANGLE W/3 —#2 EA. FACE AL. KICK PL OPT. USE 202 TOP ATT. KP W/1 —#2 8" Q.C. ., ROOM ADDITION NER FOR C 6A8 SPACING USE 3X2 ONLY MIN. 2° FASCIA FOR 7° BEAMS OR GREATER USE (3) — #4 & (3) — #7 BM. CONN. AT FASCIA AL. FL'G. OPTIONAL EA SIDE O.C. CONN. DET. #1 (INTERLOCKING PANELS) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS PANEL L/80 12' AN OR LESS L/180 OVER 12' COF COL R - 2 �it�l • � SCREEN � "s • IfL '� f fiery Fri` 4a °fiA as :,1 e�te.'1 .; , >;� ,, F•.. F `wCOL v 20 �, . illEMMII �LA,,nmaYa�, ?: 9' -10" R - 4 13' -4" AL. KICK PL OPT. USE 202 TOP ATT. KP W/1 —#2 8" Q.C. ., ROOM ADDITION NER FOR C 6A8 SPACING USE 3X2 ONLY MIN. 2° FASCIA FOR 7° BEAMS OR GREATER USE (3) — #4 & (3) — #7 BM. CONN. AT FASCIA AL. FL'G. OPTIONAL EA SIDE O.C. CONN. DET. #1 (INTERLOCKING PANELS) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS PANEL L/80 12' AN OR LESS L/180 OVER 12' L/240 ROOM ADDMON R - 2 11' -0" 7' -6" R - 3 11' -6" 9' -10" R - 4 13' -4" 12' -0" R - 6 17-4" 15' -8" R - 8 20' -9" 18' -8" #8 THRU PANEL, BM. 4" C.C. #3 0 18° O.C. SECTION B -B (SCREEN ROOM) * SEE SITE SPECIFIC DRAWINGS FQUIR SECTION C -C 2 (1 -1/2" LONG) 11° C.C. (TYP.) CONN. TO BE CONT. TOP TO BOTTOM OF PANEL OF ALL JOINTS SNAP MAY BE USED FASTENING SCHEDULE 11 - #14 TEK SCREW /HEX HEAD #6 - 2 - #10 S.M.S./ HEX HD. 7 - 3 - 1/4" X 2 1/4" TAPCON ANCHOR 8- 4 - 1/4" BOLTS /WASHER /NUT 9 - 5 - CLIP ANGLE,.125" MIN. THICKNESS 12 #12X1" LG. S.M.S. /HEX HD. 1/4" X 3" LAG 1/4" LAG *, WITH 1" WASHER #CLIP ANGLE, 3/32 S MIN THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS 2 202 SIZES. 2—#2 (TYP.) INTERMEDIATE COL, FOR SCREEN ROOM are 2 SCREWS (5 SCREWS MIN. EACH SIDE) 202 #8 0 8" 0.C. PANEL MP.) 2°X2"X1/8° THK. (LENGTH DETERMINED HHB�YI BM. ., �I�Iri CARRY BM. TO ALUM. COL. CONN. DETAIL #5 CUP ANGEL /3 - #2 EA. FACE FOR COL GREATER THAN WAND A CLEAR PANEL SPAN OF 12' OR LESS. (SEE BM TABLE FOR CLEAR PANEL SPANS GREATER THAN 12') #8 THRU PANEL, BM. 4" C.C. 5 CUP ANGEL W/3 — #2 EA. FACE FOR COL SPAN 6' OR LESS AND A CLEAR PANEL SPAN OF 12' OR LESS. (SEE BM TABLE FOR CLEAR PANEL SPANS GREATER THAN 12') DETAIL B -B DATE : 03/01/09 INSULATED ALUM. PANEL DETAIL SHEET: EXPOSURE C 146 MPH F.B.C. 2007 EDITION & ASCE 7 -05 DADE CO. 3/7 OT2 C.T. TARNOWSKI, P.E. STRUCTURAL ENGINEER — FIA. 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 I8 THE PROPERTY OFTARNOWSKI ENGINEERING, INO. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOW814 ENGINEERING, INC.