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257 Bella Eosa Cir
Application No: I I - 1 a CITY OF SANFORD G & FIRE PREVENTION PERMIT APPLICATION Docu men $ 3,5 0 Job Address: 'Roe -i . Parcel ID: Descrip Plan Re Phone: Historic District: Yes No B- Property Owner Information Name /YJ it- r % %e '" F -Q_ Phone: Street: a. s % C/ (Z S rt e.. rl. Resident of property? City, State Zip: "2 9DDF Contractor Information Name b- m. s T r v ti /0 6A. 2"(-/C_- . Phone: Street: ®L ' gL 7 In o f chi o , D,,-7. Fax: City, State Zip: D ;?Z,A . - '7r7 t State License No.: g "StOD Architect/Engineer Information Name:.ba,.),",-- g- Cleckt_brN i Phone: 4D7-_,1;39- a35 A _ Street: (101 N Ct,hO6 IkUe_? of t>2, Fax: /in -539- a 3!3y City, St, Zip: E-mail: ClCaiDYlehQlY\eerp grnad, corn Bonding Company: Address: Mortgage Lender: Address: P154VMIT INFORMATION Building Permit Square Footage: No. of Dwelling Units: Electrical Construction Type: No. `of Stories: Flood Zone:, cs_o_e_ aac u d) New Service "No of AMPS: Mechanical (Duct layout required for new systems) UJ 7$_ Plumbing l New Construction zVo. of Fixtures: Fire Sprinkler/Alarm No. of heads: z EM of 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan• review fee .based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your p it fees when the permit is released. L 4'2'x- - ldwl Signatureof er/A t Date M /;- r— v Print Owner/Agent's Name Signature of Notary- S of Flon a , Date roti r'ue n Notary Public State of Florida Randy L Ellman 1 C c` My Commission DD851672 oi i of Expires 02/09/2013 Owner/Agent is ers n to Me or Produced ID Type o 0"711 of Contractor/Agent Wv_ E=-:A(nSh m,, rint Contractor/Agent's Na gnatu of Notary -State of Florida Date t%Y n Notary Public State of Florida Julia L Bowman My Commission DD72775° oFie Expires 12/19/2011 ti Contractor/Agent Produced ID APPROVALS: ZONING:.UTILITIES: _ COMMENTS: Rev 11.08 Known to Me or WASTE WATER: BUILDING: 4 6 Power ..sof Attorney Date: 0q/0-7 /2011 i 4 I hereby name and appoin ' % to be my lawful attorney in fact to act for me and apply tb the _ building department for a screen enclosure permit or ork to be perforined at a location described as: i l Address of'job: 015+1 5CA A Rosa Cir Owner of Property: ]Fey r a h i and to sign my name and do all things necessary to this appointment. James E. Ai7mstrong, RX0066490 Printed name of Contractor and License Number t The forgoing instrument was ulgdg wh this N_/0-7/ t1 by E. IhS i duced as identification and-i.o did not to e oa State of Florida County of " Commission #M 7 -7--7 —1 x;45 H. Q01 I -- My commission expires aP"Y pu Notary Public State of Florida Julia L Bowman v My Commission DD727755 ocR° Expires 12/19/2011 i 0 s City'of SanfordNIPlanningandDevelopment Services sib Engineering — Floodplain Management 77— Flood Zone Determination Request Form Name: Firm: Address: City: State: Zip Code: Phone: Fax: Email: Property Address: 2&3-7 tg2 UOL RQ S a. C, r e-- (Q Property Owner: Parcel identification Number: 29 •1q + 3 1. So 2 • c-Qc->.D • Q 2.0 O Phone Number: 140 7 - 53 S' 0s8 J Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) E9' Expansio /Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFEBFE (Ordinance 4076) i't., ' r` ' • ti+ I + + + i . + t`••A t .y-'f„S'• '!% f+ mow:. .+'.'• S' d,' .. ayy='• rw=a ';,' ,, E' s,fl.arOFFICIALffiSE-NLY !,t' - Flood Zone: f L Base Flood Elevation: 6, 1 Datum: p X68 FIRM Panel Number: 120 2q %4 0 040 Map Date: q • 2 tP2 • O 7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway i I he parcel is not in the: floodplain floodway T structure is in the: floodplain F-1floodway The structure is not in the: [L]'foodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Review Date: q , l l; , l TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 1 I-oq q http://www.scpafl.org/Web/re—web.seminole—county_title?PARCEL=29193150200000260... 4/5/2011 rr," : Jl DAViDJOHNSON.CFA.ASA i. .1 •K:. 't.Y•• PROPERTY c: r'ek+.<•t; oi+ C=:,. 5 APPRAISER 28 SEMINOLE FL n,a`" '•fi'f ,r, COUNTY 1101'E.FIHSTST SANFoRo. FL32771-1468 2a 23 VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 29-19-31-502-0000-0260 Number of Buildings 1 1 Owner: FERRANTE MARY C Depreciated Bldg Value $95,039 $104,135 Mailing Address: 257 BELLA EOSA CIR Depreciated EXFT Value $0 $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $24,000 $24,000 Property Address: 257 BELLA ROSA CIR SANFORD 32771 Land Value Ag $0 $0 Subdivision Name: CELERY ESTATES NORTH Just/Market Value $119,039 $128,135 Tax District: S1-SANFORD Portablity Adj $0 $0 Exemptions: 00 -HOMESTEAD (2010) Save Our Homes Adj $0 $0 Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 $0 Assessed Value (SOH) $119,0391 $128,135 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $119,039 $50,000 $69,039 Amendment 1 adjustment is not applicable to school assessment) Schools $119,039 $25,000 $94,039 City Sanford $119,039 $50,000 $69,039 SJWM(Saint Johns Water Management) $119,039 $50,000 $69,039 County Bondsl $119,0391 $50,000 $69,039 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified 2010 Tax Bill Amount: $1,765 SPECIAL WARRANTY DEED 09/2009 07246 1394 $158,000 Improved Yes 2010 Certified Taxable Value and Taxes WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS:rPick. E' LOT 0 0 1.000 24,000.00 $24,000 LOT 26 CELERY ESTATES NORTH PB 71 PGS 38 - 45 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Buildmp 1 SINGLE FAMILY 2009 9 654 2,058 1,588 CB/STUCCO FINISH $95,039 $95,999 Sketch Appendage / Sgft UPPER STORY FINISHED / 934 Appendage / Sgft GARAGE FINISHED / 410 Appendage / Sgft OPEN PORCH FINISHED/ 20 Appendage / Sgft OPEN PORCH FINISHED/ 40 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/Web/re—web.seminole—county_title?PARCEL=29193150200000260... 4/5/2011 1) -0e-) THIS INSTRUMENT PREPARED BY:00 Name: _ Address:. a P, 7121 r r,^ lbrl. 7 GIii- (J © _ (__ _ 3-? 5-11,'1 State of Florid - r- 1111111111111111111111111II11I11111111111111111111 It 11111111011111111111111111111111 MARYANNE NURSE, CLERK OF CIRCUIT COURT SEMINULE CUUNTY PK 07554 Rg 0-138; Upg) CLERK'S # 201 1037437 RECURUEU 04/08/8011 002:56:54 RM RECURUINU FEES 10.00 RECUNDED BY T Van Nuys NOTICE ®F ,COMMENCEMENT Permit Number /— /.r20 Parcel ID NurvkLer (PID) 2-0000—C).2 The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT G ' CaJ S (4, OWNER INFORMATION Name and address: rn h TRACTOR Me Gatos ;; r e and address: Art rarS aL°'' Inc. cz27 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: _ In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienor's Notice as Provided in Of Expiration Date of Notice of Commencement: Theme pi rati on date is 1 year froom recording unless a different date is specified. .. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVIVIENTS TO YOUR PROPERTY. AFLORIDACOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHE, FIRSTNOTICE S To OBTAIN FINANCING, IDER OR AN ATTORNEYINSPECTION. IF YOU INTEND OR RECORDING YOUR NOTICE OF COMMENCEMENT BEFORE COMMENCING WORK COUNTY OF SEMINOLE STATE OF FLORIDA 4,A_- - 11 9.__ y' WNERS SIGN RE OWNERS PRI TED NAME NOTE: Per' rlda Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this Y day of 4 G k_- 120 ( ( M /1-/ C_ t1 _p P - Who is personally known to me by Name of person mamng statement type of identification produced OR who has produced identification l VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. C0100 CAP) UNDER PENALTIES OF PERJURY, I DECLARE THAT I AVE ARE TRUE TO THE BEST'OF MY K O LEDGE) LIEF. f `_IGNr'\TUR _,0F N UR PERSON LPu E' tac State of Floridaanan 851672ysionDDxP912013 READ THE FOREGOING AND THATTHE FAC'HN {MORSE CLERK OF CIRCUIT COURT 7MU; NSIGNING ABOVE 04/12/2011 13:44 4076781334 ARMSTRONG ALUMINUM PAGE 02 ARMSTRONG ALUMINUM k POOL & PATIO ENCLOSURES, RESCREENING 2227 Mercator. Dr. Orlando, FL Vocal 407-678-0197 Kissimmee 407-932-441.8 7k Fax 407-67$-•1.33 4 C O / Lia # R7gaju 90 JOB# J..www.armstrongaluminum.com / C Owners r Q V- 'h ft-ytJ C Date I !! f S S ,f C v- . Work Phone # Y ^ ,* Address J 7 I -363-53.5 Home Phone # City, St S ' *' Cell # Fax # ' Subdivision /Lot # Retractables alio E) Rescreen 0 Dome El Gable Mansard Hip El Combo Cl Inserts WHITE I THREE (3) YEARS LIIV rm WA ON SCREEN CTRCLE oBRONZE C Starting Height Door Type Door Swings — ,* Screen Mesh Roof C Screen Mesh Walls f Gutter — I 1 Pet Doors Kick Plate C solid Roof/ Pan Beams C I Tear Out Windows / . - '>~C LG Q L ERIVIIT APPLICATION LOTPLAN r' civ Y- fi ! o x . o Descriptio S C- r tel 1* FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND CT PEPFORMED UNDER 7t IS PAYMEN`i MAY BRY E AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVEFUFOR INFORMATION ABOUTTHE RECOVEHRY LOSE MONEY ON A PROJE CONTRACT, WHERETHE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW.BY A LICENSED CONTRACTORFUNDANDFILINGACLAIM. CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: DiVlelon of Protesslons - Conetructlon Industry l,ic9nsIng Board ' 1940 North Monroe Stt'Est,Tallahassee, Fl- 32399-1039, Phone:.sS0.487.1395 k 140TEs 20%v De sig: ti S 30% At Meas.0 50% After Substantial Completion ZA 14.);') x ---I SALES REPV O11 DATE ACCEPT - Armstrong Aluminum Inc. OWNER DATE SEE REVERSE SIDE FOR ADDITIONAL TERMS *' DESCRIPTION' AS PiIBMSHED: Lot 26, CELFR'Y ESTATES Nt3iMf, vs recorcral th Plat avok 71, Pave -9 30 thr 5vgh, 4,3, of the PvNic Rocordis of S'ominais Count/ Florida. f ``% DOOM ARI' F'QRICE.RTIFIED TC: Lennur- ! jmct;. Inc. ri 0 YO F'RDFD= It fWMEP 'Vor PM dry PV -NS V"-- FRopa= DpAnwr }sow LOT GfW) 6 ", F A pp m M FDL. o UM J. : %.0.Y ; t n eP lA . .n )'Ts 7 wrest P Cdi N,' Ny = iubflx7 Fsot. , nx WWI., pad ex roR7 ORtRIy LX WRa'wa 7NS WeGtpw too tnvc rvion p'•AC spa IrR ""w" XONU 10= i/Jam )p 04"24 dt*O F. (vg -W-07), Yr NtCD CITY OF SAILIPT`° . `-?arra""``°' r' At! REVIEW PLANNINGil:1. "3I k;=e,y1•f'5;: tillr,FS APPROVED DATE Oft or as IR yr- 6,J.,V4, M-10. 418° 1 dANPs •'•• NV V (PRG) p S4°c•s{a 1 $, p tQ7p$77.'i C LEL t p dS1.6'S Ted dd •Sif rATJ Il`l4T+s e.{lal sa ± •Gi4iJ.J 4++ Sod j=wb loo : d iSla S FW kpv TOTAL &pY SoW.MotAM 417tWd SOUAR X My'r FWMT w Ra dtiRR 2a• JOE© 7-7' Jmcq = 15' y' Assoc -,F 1 Y • L . AT h.l%,! V !/, `.' u b l. i Yrr.a+ . dO oaoetRns, tut. tvva n, . ,zs47 (rG FAX (ct+7l-cs"-?c,3ri j' iR'1% Si1RhY Zk6 LN R r. m6 uxotaaz 473•-0:7 OLGii+ W l D a d i1T-6 fl 10tt5+ a ZZ • n4Sr 12 MF earn MD kT 11YD J (%'iVu+.FWL Fah` M SiP:[r. 0a * &-OPROM R6ti'!lG,FliAAQfa intim 10 M 37iX.TAPF. W= -- RAY W MP 9.EbT1MIrIM a CVP WRI r jE .lam my lwwtieff- p b0. ErmranaGa SMC eP59f lOChi bid 4r?I PY. mmm -0 _ R 7rW t0W jy 18 +ate IV* 71C = WOW Chr U= tr 01 Ef lAa na ohm r. ) 940ftf IPM mm. d, D td'..{ita tiVi 'F!€! tGG4B41 4 OX f,tlRt ahv USP 7E S et5 09[ Z DfP U (tura) r i avaM M i I, tAr-.Wt t7a Id$Al I "N S$ OiiCF G £ 1t8fi3A t'. TiE1KNrliC v lA(llmgAi I IM. on 1zu - e j• ., "" A MAW an i"LQr MM' R-1 1-40 v; MwA,.r+ 7 AMA 0.1-0940 bv-U£AFnfFL76. N3 ` 4i7E ' Atgs Mt aI''4RT. itLEf 401 k49,, 07J wr m r:.,•--"„' ;Q -,tom•• ;._r 92t1fmM ant AQO-0 TP -P 257 Bella Eosa Cir Sanford, FL 32771 This structure only has been designed in accordance with the requirements of the 2007 Florida Building Code - Residential, Chapter 3, Section R301.2.1.1, with 2009 Supplements. The following wind load requirements, in accordance with 2007 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-05 were employed in the design of the structure: Basic Wind Speed: 120 MPH (3 -Second Gust Wind Speed) Building Category: H Importance Factor: 1.0 Wind Exposure: B Applicable Internal Pressure Coefficient: +/-0.00 Design Pressure for Exterior Components & Cladding: Roof = 13 PSF Walls = 15 PSF Davis & Cleaton Engineering, Inc. 601 North Orlando Avenue Suite # 112 Maitland, FL 32751 FL P.E. License # 35816 Front Left Isometric SCALE: 1/8" =1'-0" 3"x0.024" Elite Composite Roof System FL# 7561-R1 O 0 91 r x F 3'-3'---1 r -T-3 - - 9'-10............... N; Left Elevation SCALE: 3/16" =1'-0" 3"x0.024" Elde Composite Roof System FL# 7561-R1 A 0 1' 2" A . ..........................................25' -8".........................................., Plan View 2x2 H SCALE: 3/16" =1'-0'• Header Girt CfYWmO 2x2 H Header Girt Typical) x I x x N O Q OO CD O I I: I I A 2 A cn n 2x2 H m c+ Girt Cr'P) 5'_2" ....... 5'_2 ...... .. 5'_2........ 5'_2"...... A 0 1' 2" A . ..........................................25' -8".........................................., Plan View 2x2 H SCALE: 3/16" =1'-0'• Header Girt CfYWmO 2x2 H Header Girt Typical) x x x x N O Q OO CD O CD N A 2 A cn n 2x2 H m ch Girt Cr'P) 5'_2" ....... 5'_2 ...... .. 5'_2........ 5'_2"...... 25'-8 ........................................... 110 Front Elevation SCALE: 3/16" =1'-0" L t OFFICE 11-099 Front Right Isometric SCALE: 1/8" =1'-0" 3"x0.024" Elite Composite System FL# 7561-111 3'_3"... 3'_3"... t .............. 9'-10 ............... 1; Right Elevation SCALE: 3/16" =1'-0" 4t aaaa0ec. 11-099 Page 1 of 7 f.- General Notes & Desien Statement 1) This structure has been designed in accordance with the requirements of the 2007 FBC — Residential, Chapter 3, Section R301.2.1.1, with the 2009 supplements. Wind loading requirements were met in accordance with 2007 FBC-Building, Chapter 20 (Light Metal Alloys) - Table 2002.4 DESIGN PRESSURES FOR ALUMINUM SCREEN ENCLOSURES). a. I=0.77 for 110 MPH or higher \ I=0.87 for 100 MPH b. Building Category = I (in accordance with 2007 FBC-Building Chapter 16 table 1604.5). c. Applicable Internal Pressure Coefficient: f 0.00 d. Design Pressure for Exterior Components & Cladding: +14 PSF e. Wind Speed is based on a 3 second gust wind speed. Wind speed and category are defined in the title block. 2) This structure is designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure and foundation to which the aluminum structure attaches to is in good condition and meets all requirements of sufficient strength as set forth by the engineer of record. If there is a question of structural capacity then the owner, at his own expense, shall hire an architect or engineer to verify the structural capacity of the host structure. 3) The structures designed with this master set of engineering shall have average spans that do not exceed the primary spans set forth in the beam span tables and shall not exceed 16' in average height. For structures where the average spans are greater than those set forth in the tables and average heights greater than 16', site-specific engineering is required. 4) Where super gutter is specified, the two available sizes of 5 in. and 7 in. can be used interchangeably, unless otherwise noted. 5) Screen wall and screen roofs are based on a 60% screen mesh density with a maximum density weave of 20x20 threads per square inch. 6) Actual wall thickness of members shall not be less than 0.040 in. Alloy of members is given in the "Member Definition List." 7) Concrete shall be a minimum 28 day compressive strength of 2500 PSI, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a minimum yield strength of 40,000 PSI (grade 40) and be provided with cover in accordance with ACI 318. If existing concrete slab/footing are deemed adequate, it may be incorporated into a new slab/footing by observing the following procedure: a. Clean and scabble all connecting edges b. Drill and epoxy embed #3 (MIN) reinforcing bar placed @ 24" O.C. mid depth. The rebar should be embedded a minimum of 4" (using Rawl R-KEA Epoxy Acrylate Resin System or approved equal), leaving 8" exposed to be incorporated into the new slab/footing. 8) Doors and their locations are incidental to the structural integrity of the design. 9) Knee Brace lengths are given by their horizontal and vertical displacements and not the actual cut length. 10) A chair rail contained within a screen frame wall can act as a guardrail provided it is positioned at less than or equal to 42" high (from the deck level) and is fastened internally to three or more screw bosses. It is designed as follows: a. 20 lbs/LF in any direction at the top of the rail and will transfer loads to the supports of the structure. b. 200 lbs concentrated load at any point in any direction along the top c. A 1.33 stress increase is allowed per 1607.7.1.3 for working stress (allowable stress) design. 11) Screen mesh continuity along frame members is incidental to the structural integrity of the design therefore each panel is not required to be fastened in place independent of other panels around it. 12) When using Self -Drilling TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill head so that the required embedment length of threaded parts of the screw are in positive contact with the host or connected material. TEK screws and S.M.S. are used interchangeably. Aluminum Surfaces in contact with lime -mortar, concrete, or other masonry materials, shall be protected with alkali -resistant coatings such as heavy -bodied bituminous paint or water -white methacrylate lacquer. 13) Unless otherwise noted, concrete anchors shall be placed no less than 2-1/2" from the edge of slab/footing. 14) Minimum edge distance and center -to -center distances for fasteners are as follows: C-1022 Low Carbon Steel S.M.S. & Self -drilling (TEK) screws Fastener Nominal Diameter Minimum Edge Distance Minimum Center to Center Distance 10 0.188 5/16" 1/2" 12 0.219 3/8" 5/8" 14 0.25 1/2" 7/8" U2 0. B. 1 xW.044 Open Back) 6005-T5 U30.13. 1 x3x0.044 Open Back 6005-T5 2x2 H 2x3 H 2x2x0.044 Hollow) MU0.045 Hollow) 6005-T5 6005-T5 Fastener stitching along top and bottom at 24" O.C. Size of SMS determined by depth of beam. 2x4 SMB - 20 SMB uses #10-0 x 0.75 S.M.S 2x8 SMB - 2x10 SMB uses #1+0 x 0.75 S.M.S. SMB Naming Convention Label Name Proper Name 2x4 SMB 2x4x0.046x0.100 Self -Mating Beam 2x5 SMB 26 0.050x0.116 Self -Mating Beam 2x6 SMB 2x&0.0504.120 Self -Mating Beam 2x7 SMB Wx0.0550.120 Self -Mating Beam 2x8 SMB 2x&0.0724.224 Self -Mating Beam 2x9 SMB 2x9x0.072x0.224 Self -Mating Beam 2x10 SMB 2x10x0.0924.389 Self -Mating Beam 2x4 H 2x4x0.050 Hollow) 6005-T5 2.0000 In Self -Mating Beam Half -Shell 6005-T5 alloy Self -Mating Beam Fastened Together 6005-T5 Alloy) 2x2 Angle U -Channel / Receiver Channel 2x2x0.125 Angle) U20.055 U -Channel H -Channel 1 x2 Angle 6005-T5 6005-T5 2x3x0.062H-Channel (1xW.062Angle) 6005-T5 6005-T5 Door Jamb ra(((Lf(fp#` R 2x2x0.046 Door Jamb) 6005-T5 DAVIS L CLEATON ENGINEERING, INC.: Civil Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 ham Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, with F EATON, JR 5816 P.E. I - FL LIC. 351Exposure: B the 2009 supplements, as well as the ASCE 7-05. 11-099 1-099 Y Paap 7 of Slope of grade to be:5 10° with the continuity remaining for at least 24" from edge of slab See note #2. PSI Minimum Strength with 0 W.W.M. 4" Nominal Slab Thickness) mil Vapor Barrier Compacted or undisturbed soil/sand treated for termites Typical Mono -Slab Foundation Slope of glade to be 5 10° Continuous Rebar with 3" minimum concrete cover See table fabled "Continuous remaininwiththecontinuityin' for at least 24" from edge of slab. Perimeter Footing Usage Requirements" table for See note number 2. quantity and size xl x2 3 #5 Max Beam Span Max Upright Height Max Beam Span Max Upright Height 01 D' X2 8• 0 D 12' 10 XI..... 2500 PSI Minimum Strength with 6x6x10 W.W.M. 1)#5Continaus In t Poured solid Cell Note: This detail may also be used in the case of a retaining wall where the material being retained may be on I • '' either side shown here. FI rn #5 Rebar Dowell @ 36" O.C. z • in Poured Solid Cell EE mS r One C.M.U. Is below . 8"x8"C. C.M.U. Grade (Typical) • I SII' TtltTtdowRi Footing Notes \ \ \ \ \ \ 2) W and "3Q" oSmtisand ersiar>s trrtayf be wftdied to aaoarr,odate for field mnddi0ns j\/\/\/ I I " • \/\/\/ 2) Slope d grade to be s ff with ttte oondriuity ra eirling for at Inst 24"/ / from edge of slab. Under these conditions the slab may be 4 above grade if the grade is greater 30° than a ninimm 12" x 12" foots with (2) #5 rebs s \\ 1 i is to be used with a mirimm of 12" below Bade \/ P •. • • / 3) Row n rriber 1 in the "mono -Slab with TwKkm n rooting Require n rW table / D • D. / q1D • represertts a nordititic slab with no ttrridown footing • . w • ' 4) if the span o3pabil•Ities and the upright heigtt capabilities are in sordi(t the rD • • q .D • • /\ largafaoter is to be used / / • • T S)Reirdorcanei basLobegrade60steel 6) Foot ei sine is deben. nod by using the average beams spars or upright height of 4 / / . --- - - - - - - • V-0 ....... .;....... V-0 .\ . —4" the alaryngroof orvlell respectively (3)#5 Rebar continuous 2'-8 1-; 7) To deheirrine "span" of side walls (nonbearing walls), use the width of the t" rgpudinfor the 'Max Beam spar(Wnid,would ist,ymlnoomt1mIr Knee Wall / Retaining Wall Section SCALE:1 " = V-0" i'•... 4" Nominal Slab Thickness) Compacted or undisturbed soil/sand treated for termites Turndown Footing Detail used only when required) r nnn 11-099 t,tltttict(fftvr a DAVIS & CLEATON ENGINEERING, INC" Civil t t Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, with F EATON, JR, P.E. Exposure: B the 2009 supplements, as well as the ASCE 7-05. E I - FL UC. 35816 b.....,. Mono -Slab with Turndown Footing Requirements Tumdown Ske RebarSke &Qty 100-130 MPH Exposure B 100-130 MPH Exposure C xl x2 3 #5 Max Beam Span Max Upright Height Max Beam Span Max Upright Height 01 4' 0 0 50.4' 16' 453' 14' 8" 8• 2 1 5721 21.3' 528' 18.4' 12" 12' 3 2 639' 26.4' 581' 228' 12' 16' 3 2 70.4' 30.1' 64S' 271' 12' 18' 1 3 1 2 1 753' 33.4' 709' 30.4' 11-099 t,tltttict(fftvr a DAVIS & CLEATON ENGINEERING, INC" Civil t t Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, with F EATON, JR, P.E. Exposure: B the 2009 supplements, as well as the ASCE 7-05. E I - FL UC. 35816 b.....,. D3 Wind Zone: 130 MPH 10 x 2" S.M.S. EACH SECONDARY MEMBER, FASTENED INTO SCREW BOSSES PRIMARY MEMBER ELEVATION 11-099 SECONDARY " MEMBER 10 x 1/2" S. M.S. FASTENED @ 24" O.C. Internal Fastening Connection Notes: 1) Beam member size is chosen by the span between the knee braces. 2) If there are no knee braces then the span is chosen by the distance of the beam length minus half the depth of each upright. (i.e. - Beam Length - (half depth of Upright 1 + half depth of upright 2)). 3) Knee Brace Length shall not exceed what is given in the Knee Brace schedule (i.e. 8' in horizontal or vertical distance) unless the site-specific layout has been approved and sealed by a licensed professional engineer. 4) Upright member size is chosen by the span from the ground to the bottom of the knee brace. 5) Chair rails that are attached to uprights through the web of the upright into every available screw boss of the chair rail, may be used as Guard Rails in screen enclosures provided that they are set at a height of between 18" & 48" and that they span no greater than what the Chair Rail Schedule' Identifies for each respective member. 6) The span tables shown are calculated for exposure B type terrain. If exposure C is needed, then use the multipliers as follows: With a height range of [0'-15': multiply span by 0.83 or fasten Self -Mating Beams together @ 12" O.C.], [15'-20': multiply span by 0.78 or fasten Self -Mating Beams together @ 12" O.C.], [20'-25': multiply span by 0.74 or fasten Self -Mating Beams together @ 8" O.C.], [25'-30': multiply span by 0.71 or fasten Self -Mating Beams together @ 6" O.C.]. k kkk{ 6641tt( fl.Q(l/, DAVIS & CLEATON ENGINEERING, INC. Civil Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 Design conforms to the FBC zoo? Building and the FOC 2007 ResldentWl, with F K EATON, JR, P.E. G EER - FL. LIC. 35816 the 2009 supplements, as well as the ASCE 7-05. 11-099 Page 4 of 7 Field Tapcons" 2x2x0.125" Base Plate Angle Base Plate Typically 1x2 O.B.) Concrete Anchor on top of Base Plate 4 A ;" 2x2x0.125" Deck Angle MIN) #10 x a" S.M.S. f w ( TYPICAL) Concrete Anchor fastening Deck A le to foundation Notes: 1) "Field Anchors" are to be t/4" 0 tapcon with a 1 %" minimum embedment Into concrete foundation. Max Spacing Is 48" O.C. 2) Unless specified on a sealed site-specific drawing, minimum edge distance from the center of the tapcon to the edge of the concrete deck is 2 %" or 5 tines the embedment depth; which ever is greater. Minknum embedment depth Is 1 %" into concrete foundation. 3) Quantity of fasteners for both sheet metal screws and tapcons A Is to match what is shown In the detail views below. Pattern of sheet metal screws may be different than what Is shown as longExampleDetailView) as Sheet metal screws maintain a miniumum spacing of %" and a SCALE: 1 " =1'-0" maximum spacing of 1344" with a minimum %" edge distance. c,ti' -- -- -- Tapcon patterns may not differ from what is shown. 4) Sheet metal screws are to be a minimum of #10 0 x a". The larger S.M.S. may be used, but the quantity Is to remain the same. Column to Deck (Example) 1 5) Columns may sit on top of brick pavers but the tapcons must SCALE: 314" _1_-0" _ I e I penetrate through the bricks and Into the concrete foundation J beneath with the minimum embedment of 13/4". A A 1x2 O.B. Top 10 0 x 2" S.M.S. (or #12) fastened through the 1x2 O.B. and into the 2x2 H @ 24" O.C. (MAI with a fastener located no greater than 4" from a corner Edge Beam Edge 11-099 1x20. 811 "— MalnWall 2x2 H wy`••• v -. 1x2 O.B. Top Plate e 2x2 Column (1/4" Anchors) OF TMO.070 1x2 O.B. Top Plate SCALE: 1 1/2" =1'-0" Maks wail 2x2 H 12x4 Column (1/4' Anchors) 2x4 Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" SCALE: 1 1/2" =1'-0" 6 2x5 Column (1/4" Anchors) SCALE: 1 1/2" =1'-0" 2x5 Column (3/8" Anchor) SCALE: 1 1/2" =1'-0" 2x6 Column (1/4" Anchors) 2x6 Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" SCALE: 1 1/2" =1'-0" 2x7 Column (1/4" Anchor) 2x7 Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" SCALE: 1 1/2" =1'-0" 11-U77 2x8 Column (1/4" Anchors) SCALE: 1 1/2" =1'-0" 2x8 Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" 2xg Column (1/4" Anchors) 2xg Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" SCALE: 1 1/2" =1'-0" 2x10 Column (1/4" Anchors) 2x10 Column (3/8" Anchors) SCALE: 1 1/2" =1'-0" SCALE: 1 1/2" =1'-0" Field Anchor" 0 concrete anchor with i" embedment Into foundation fastened at 48" O.C. (MAX) 2x2x0.12 Angle 10 0 x 0.75" S.M.S. QTY as shown) O.B. Base Plate Field Anchor" 0 concrete anchor with 1" embedment Into foundation fastened at 48" O.C. (MAX) Screw Boss (a.k.a. Screw Chase) for internal fastening SECTION: A -A CC`AI F• 1-A B SCALE: 1:5 5" (MM) Iconcrete xvn) Plate Main Wall To Side Wall Connection DAVIS 8t CLEATON ENGINEERING, INC. Civil + r Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 haat.Wind Zone: 130 MPH Design conforms to the FBC 2007 BuNding and the FBC 2007 Residential, with RA R - FL U, J 5 P.E. the 2009 supplements, as wellas the ASCE 7.05. EER FL LIC. 35816 D6 Exposure: B n___ r _c• 51-1 2'-0" (example dimension only) If either end of the roof panel Is unsupported then the Max side overhang Is equal to half the overall width of the roof panel. This side Is typically attached to a host support structure. Free-standing solid roof structures require site-specific engineering. A free standing 4'-0" (example dimension only) solki roof structure Is defined as being unsupported by a host structure overall width of roof panel) on both ends of the spanning roof panels for 60% (or greater) of the overall length of the support wall. NON -support wall (Typical both sides) I I Top Girt to be no less than a 2x2x0.044 I Ihollowpathmember. Solid Roof shall be fastened Into top girt using a 100 S.M.S. In conjunction with a I I1.5" Neoprene washer, with a length sufficlent to penetrate through the I Idepth (thickness) of the roof and the thickness of the flange of the top girt The spacing shall not exceed 18" O.C. I I I I v 1" m g - 0 2'-0" Max overhang unless overwritten by a site-specific Host Structure drawing seated by an engineer (see note #1) Aluminum L -Angle used as a spacer Support wall (see note #2) ...... .. • . • ...... • .....(Length of support wall).. • .... • .................. Solid Roof shall be fastened Into Header Girt using a tk 10-0x0.75" S.M.S. fastened C@ 8" O.C. 100 S.M.S. In conjunction with a 1.5" Neoprene washer with alength sufficient to penetrate through the depth Solid Aluminum Roof Plan View ! HostStructure # 10-Oxt,.75"S.M.S. fastened@8"o.C. thickness) of the roof and the thickness of the flange oftheHeaderGirtorCarryBeam. The spacing along an Elite _ ( see note #1) ( See Note #9) roof shall not exceed 8" O.C., and along a pan roof shall SCALE 3/16 _ 1 _IDr 3notexceed4" O.C. Fastener type and spacing determinedComposite roof receiver channelfromtablenamed "Composite RoofNotes' to Host Structure Fastener Table"( see note #3) 1) The plan view In this detail shows an Elite composite roof but the '• •Thickness of panelsamerulesapplytoanaluminumpanroofunlessotherwisenoted. 2) There are two types of walls: Support Walls and Non -Support Note: Fastener type and spacing determinedWalls. The Support Wall will consist of a Header Girt supporting the The Elite roof span tables were produced in posite roof receiver channel from table named "Composite Roof solid roof that can either run continuously across the entire length of accordance with the allowable loads given in the / (see note #4) to Host Structure Fastener Table" the wall with intermittent support from columns (See "Independent Post to Carry Beam" detail) or be broken up to span between the Florida Product Approval of the Elite Aluminum (see note #3) support columns via being Internally fastened into screw bosses Corporation's Composite Roof Panel. The Florida through the web of the support columns (see "Primary Member to Product Approval number for this roof panel product .2 #10-0x0.75" S.M.S. fastened @ 8" O.C. Secondary Member" detail). Non -Support Walls (A.K.A side walls) are is FL47561-113. not used to support the roof and therefore are not required to maintain a Header Girt Receiver Attachment at a Steep Pitch Composite Roof to Face of Host Structure Notes: 1) The term host structure is used synonymously with any structural component that the composite roof on attach to. This is including but not limited to, the face of a Composite Roof to Host Structure Fastener Requirements any beam, house fascia house wall, and the face of super gutter. Maximum Spacing of 5 Fasteners Inches) of fastener that is attaching to the host structure is to be determined by P 9 Pec "Composite Woof to Host Structure Fastener Requinaments". Fasteners to Beam Fasteners to C.M.U. Host Fasteners to Wood Host 3 Sheet Metal Screws and Wood Structure Structure ) lag SQeays (only) that attach into the host structure through the receiver channel must contain a 15" Hasher: If a washer is riot used then Roof Thickness #10 SMS. #14 SITS. 1/4-0 Topcorss 3/8-0 Topc #20 wood screw #14 Wood screw the type of fasteners mentioned in this note are to be doubled -up. They should be installed in a vertical pattern, evenly spaced between the top and bottom flange of the 3" 8 12 18 24 8 12 recerver mac. 4" 6 8 12 18 6 8 4) The fasteners that attach the composite roof to the long flange of the receiver channel are only required where there is sufficient room for installatiort For exam04 5" 4 6 8 12 4 6 if the composite roof is installed tinder a house overhang to the house wall; or when the roof is in a steep pitch and the bottom is inaccessible Sufficient room is defined 6" 4 6 8 12 4 6 as 24" of space between the top of the composite roof and the bottom of the object covering that area Anything less than that would cerlstiWtins.ficient roorD and WA 1 " 1 s " a . 1 " therefore not require that the top flange of the receiver wil ,be facie V_C, mhgmu n 6.16ednte t Depths (uu xsj ' "c" r. 1^ r.f DAVIS L CLEATON ENGINEERING, INC. `= t civil t Structural 601 North Orlando Ave. Maitland, FL 32751 PHONE: (407) 539-2353 FAX: (407) 407-539-2334 shmet: Wind Zone: 130 MPH Design conforms to the FBC 2807 BWkWg and the FBC 2007 Resklendal, with F EER - FL C JR, P.E. D12 Exposure: e the 2009 wppIements, as web as the ASCE 7.05. INEER - FL LIC. 35816 11-099 Page 6 of 7 11-099 FIM ELITE PANEL SPAN TABLES IShown for information purposes only 3" x 0 024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 16.17 15.76 1503 14,10 20 13.44 13.44 12.22 10,35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 - 60 7.40 6.39 1 0.98 - 70 1 6.81 1 4.51 1 - - 80 1 6.33 1 2.64 1 - - 4' x 0 024 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 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12.50 12.50 12.50 11.38 40 IM97 10.97 10.97 8.80 50 9.92 9.92 1 9.44 1 6.22 60 9.13 9.13 1 7.51 1 3.64 70 1 8.52 8.52 1 5.58 1 1.07 80 8.02 8.02 1 3.64 1 THIS OR ANY OTHER ENGINEER PANEL SPAN: 00 6' x 0024 ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN I L/120 L/180 FT) L/240 10 23.00 1 21.24 21.47 20.85 20 1a06 1 18.06 18.06 18.06 30 15.13 1 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 11.17 11.17 I1.17 8.43 70 10.44 10.44 10.30 5.95 BO 9.85 9.85 8.43 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 15.% 20 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 0 9.27 6.46 - 80 7.80 4.56 - 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/240 10 20.50 20.50 20.11 19.24 20 19.61 1924 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74 50 15.28 13.99 9.62 5.25 60 13.84 1 12.24 7.00 1.75 70 12.40 10.49 4.38 80 10.95 1 8.74 1.75 6' x 0032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX L/80 ALLOWABLE SPAN L/120 L/180 FT) 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 17.02 40 20.86 20.05 17.02 13.82 50 19.62 1 18.47 14.62 10.62 60 18.38 16.89 12.22 7.42 70 17.14 1 15.30 1 9.82 4.22 80 15.91 1 13.72 1 7.42 1.02 3" x 0 024 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 19.33 18.95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11.57 11.16 6.62 1 2.07 80 IM26 9.86 4.67 1 4' x 0 024 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 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 12.13 60 15.96 15.96 13.24 1 9.93 70 14.75 14.75 11.58 1 7.72 80 13.55 1 13.55 9.93 1 5.51 6' x 0 024 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 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33 20.20 50 21.021 21.02 20.49 19.07 60 20.29 1 20.29 19.64 17.94 70 19.57 1 19.57 18.79 16 81 80 18.84 1 18.84 17.94 15.68 GENERAL NOIES 1 Composite panels shall be constructed lysing type 3003-H154 aluminum facings, l or 2 PCF ASIM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER 501 approved. 3 This specification has been designed and shall 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 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 2007 FBC 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 Structures Part 1 and conforms to the 2007 FBC Chapter 16 and 20. 7 Testing has been conducted in accordance to ASTME72-05: Strength lest of Panels for Building Construction. 8 Reference test reports: HET 1-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, NETT -06-2067, HETI-05-1002, HEII- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI 06-2071, HEII-05-1994, HELI -05-1991, HEII-06-2072, HEII-06-2073, HETI-06-2074, HEII-05-1996, HE1I-05-1989, HEII-05-1993, HETI-05-1985, HEII-05-1995, HEII-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HE1I-05-2039, HEII-05-2030, HEII-05-2041, HE1I-05-2048, HETI- 05-2036, HETI-05-2031, HET[ -05-2038, HEII-05-2065, HEII-05-2040, HEII 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 hart of site-specific en2ineerina. 3' x 0030 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 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 13.89 10.21 11 6.52 70 13.55 12.66 8.36 4.06 80 12.46 11.43 6.52 1 1.60 4" x 0030 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 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19.39 19.39 17.37 14.70 70 18.33 18.33 15.86 12.59 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 L/120 L/180 FT) 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 22.23 21.85 20.65-- 50 21.53 21.53 21.10 19.86 60 20.82 1 20.82 1 20.36 1 18.87 70 20.11 20.11 19.61 17.87 80 19.40 19.40 18.87 16.88 SEAL JOINT WITH CONTINUOUS CAULKING U 0 C -T 0000000000 Z 0000000000-0 aA BOTTOM ACINGS INTERLOCKING CROSS SECTION SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) 0"0"0"0"0"0" 00000000000 jy W O Q: cc M Z iL EPS CORE 1LB OR 2LB000000000000 Was 0.2 U_ 22W UcY 0Dn, c ami Env E O0 ALUMINUM BOTTOM O J V 00FACINGS U_ W a) H --CLEAR SPAN (L) INSIDE TO INSIDE 0O J LL O OHO ENGINEER OF RECORD TO PROVIDE 00 FOR ROOF CONNECTIONS & ADD THICKNESS OF 00 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 THIS OR ANY OTHER ENGINEER PANEL SPAN: 00 OPTIONAL 014y GUTTER OR DRIP CAP 36' MAX IN FRONT & 257 OF PANEL WIDTH R SIDES 12' MAX AT SIDES) EPS ROOF PANED SPAN DESCRIPTION 11-099 DD KIM ASSOCIATES, LLC CONSULTING STRU CTU RAL ENGINEERS PO BOX 10038 Tampa, FL 33679 Tel (813) 374-0321 Fax (813) 374-0322 0u =i I ISSUED FOR PRODUCT 2006 APPROVAL A,120081BRB ISSUED FOR 2007 2008 PRODUCTAPPROVAL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9119M YE !OM, P -E. FLA, R . , M 4'M97 I iE OCIATEs ' i 1 All 26887 PO BOX 1 Tampa. Drawing Na. - FL -1001 SHEET 1 OF 'L f7 J W O Q: cc M a?EL YQo LM 03-A Zo 0.2 U_ 22W UcY 0Dn, c ami Env E W-0 0= In O J V Q j w V U_ W a) W p J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9119M YE !OM, P -E. FLA, R . , M 4'M97 I iE OCIATEs ' i 1 All 26887 PO BOX 1 Tampa. Drawing Na. - FL -1001 SHEET 1 OF 'L f7