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Permit 700 Paradise Lane (vault) s yL\- rJ,, CITY OF ATLANTIC BEACH % 'r �\ CIT 800 SEMINOLE ROAD ,, p\ r 5ro ATLA BEACH, FL 32233 — INSPECTION PHONE LINE 247-5826 4.) INSPECTION EMAIL REQUEST: 06- 0003 Date 5/18/07 Application Number 700 pARADISE LN Address Property ELECTRIC ONLY R a , ,, Application type description TO CT BE UPDATED g Property Zoning 0 - - - -- ""�'�---- - - - - -- ----- Application_ valuation________ ______________ Application desc _ -- _ ___________ __ Ic NEW _SERVICE _20 _ AMPS _240 - VOLT _ _ - - - _ _ Contractor __ -__- Owner _ ----------------- -------------- DYNAMIC ELECTRIC COMPANY PO BOX 16351 FL 32245 JACKSONVILLE (904) 726 -81 _- ___ - -___ Permit - - - -- - - - -- ELECTRICAL PERMIT Additional desc • • 105.00 Plan Check Fee .00 0 Permit Fee • • ' . 12/06/06 Valuation . • • • • Issue Date • Expiration Date . 11/11/07 Fee summary Charged Paid Credited Due .00 .00 105.00 105.00 00 .00 Permit Fee Total .00 .00 .00 Plan Check Total 105.00 .00 Grand Total 105.00 - ca m HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems May 18 2007 11:56AM Last Transaction Date Time Type Identification Duration Pages Result May 18 11:55AM Fax Sent 96657372 0:34 1 OK PERMIT WORKSHEET Certificate of Occupancy Job Address: Pfiegisa6 / , � Type Work: L/�l SA/6. FA te-6) Property Owner: fzy /1' • Phone # q ,.■.3 Ar Contractor: V V • /V /� Phone # Permit #: 3 3g� Date Issued: // % D - Tree Permit # Foundation Permit # Demolition Permit # BUILDING ELECTRIC # MECHANICAL # PLUMBING # Temp.Power # Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit # Inspections: Steel Final Elec. /Grounding Final Roofing Permit # Inspect: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: S 1 ". I.4 . i ' " CITY OF ATLANTIC BEACH . • 800 SEMINOLE ROAD rt _ r ATLANTIC BEACH, FL 32233 `3 INSPECTION PHONE LINE 247 -5826 INSPECTION EMAIL REQUEST: 01319 Building - dept @coab.us Application Number 06- 00033951 Date 5/09/07 Property Address 700 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 475000 Application desc NEW SINGLE FAM RES Owner Contractor BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee 1585.00 Plan Check Fee . . 792.50 Issue Date . . . . 11/08/06 Valuation . . . . 475000 Expiration Date . . 8/07/07 Other Fees CITY RADON SURCHARGE .48 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 12.68 AB CONSTRUCTION SURCHARGE 1.40 STATE RADON SURCHARGE 9.13 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 640.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 1585.00 1585.00 .00 .00 Plan Check Total 792.50 792.50 .00 .00 Other Fee Total 2358.69 2358.69 .00 .00 Grand Total 4736.19 4736.19 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4s 04...14,,-,,,,,,,., CITY OF ATLANTIC BEACH , is\ 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 } INSPECTION PHONE LINE 247-5826 ...\.. ,. j'Zriiii9r* INSPECTION EMAIL REQUEST: Building-dept@coab.us Application Number 07-00000424 Date 4/03/07 Property Address 700 PARADISE LN Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc IRRG Owner Contractor COOL WATER IRRIGATION & LANDSCAPE, INC. 385 WHISPER RIDGE DR. ST AUGUSTINE FL 32092 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/30/07 Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. " CITY OF ATLANTIC BEACH • q- • ..4, PLUMBING PERMIT APPLICATION • j -ftrire./ Date: 313 o 10 Property Address: 4 700R.:ti-ak.ais 7 f__ Owner: IIES+ Co Telephone 4: Contractor: 1 0: 904/W3 Contractor Address: _31?_at... _LN Fax #: 0 • - Contractor Signature: — Lt consideration of permit given for doing the work cs doo:ibec In the above Sta7V3111t, we her eb; agc o peeorm said work fn accor wit he a tt ac h e d pleas and sp %vhi'; .3 ...IT?. a pcut 1 in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Insulation of plumbing and fixtures must be in =:ortiance with tc; atu5t rccent cliticri a the Southern Standard ?Iumbing Cede. Plumbing Type: If other constrr,ction is being done on this building or site, New list die br.iildirtz permit number. 0 Re-Pipe 5 1 Number of Fixtures: Bath Tubs Sowers Closets Shower Pans Dishwashers Sinks ----- Disposals Urinals Floor Drains WaSifing Machine Lavatory Water Sewer Water heaters Sprinkler Syst, Other *See attached sheet see F‹.pr Backflow and 1,trrigation Procedures * _ Fees Permit Issuing Fee: $35.00 Total Fixtures: X S7.00 + $35.00 = 800 Seminole !Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5000 • Fax: (904) 247-5845 • http:fiwww,ci.atIantic-beach.fLus Revised 9,06 LO t.•o CITY OF ATLANTIC. BEACH • ° ...,. ° 800 SEMINOLE ROAD .- - , 1 ATLANTIC BEACH, FL 32233 i INSPECTION PHONE:LINE 247 -5826 Application Number 06- 00034628 Date 1/23/07 Property Address 700 PARADISE LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALLATION OF 250 G - LPG Owner Contractor SAWYER GAS COMPANY 98 PENMAN ROAD JAX BEACH FL 32250 (904) 246 -6471 Permit MECHANICAL PERMIT Additional desc . Permit Fee . 55.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 7/22/07 Fee summary Charged Paid Credited Due Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • lcvti,r CITY OF ATLANTIC BEACH . �' „, . ) MECHANICAL PERMIT APPLICATION \ , . , - Date: Property Address: 00 p ofracl , se Lt . A- +)0 Sec C 4, PL 3 22 ; 3 Owner: Be-54c0/1 HO ?V%e S Telephone #: cl 04-2 if 6 — 37 y 7 Contractor: S u tA..113 r G c.s Telephone #: 104 o' 4 6 6 4 Contractor Address: q S' S. pet, n, o.) Q a • Fax #:1 d 4 -2 4 G - 0/(5 Contractor Signature:% . C In consideration of permit given for doing the work as de3cribed in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric 0 Gas: 1P _Natural _Central Utility 0 Oil O (0 3 3 g 5 1 0 Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat Space _ Recessed _ Central _ Floor residential ❑ Air Conditioning: Room _ Central ❑ Duct System: Material Thickness 0 Commercial Maximum capacity cfm O Refrigeration New Building , O Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads O Elevator: _ — Manlift Escalator (Number) 0 Replacement of Existing System O Gasoline Pumps (Number) O Tanks (Number) I ' New Installation qY LPG Containers 11 (Number) (No system previously installed) O Unfired Pressure Vessel 0 Extension or Add -on to Existing System O Boilers B — Gas Piping 0 Other - Specify O Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 4 TANKS Nominal Capacity Type Liquid Serial Approving IIow Many & Dimensions Contained Manufacturer No. Agency i 2 So 5 , U oo L p G /9)1 eia -64.,," 4 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 ( .11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034623 Date 1/23/07 Property Address 700 PARADISE LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 2 condensers/2 a/h Owner Contractor CHAPPELL HEATING & AIR 6451 BEACH BLVD JACKSONVILLE FL 32216 (904) 724-1344 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 103.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 7/22/07 Fee summary Charged Paid Credited Due Permit Fee Total 103.00 103.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 103.00 103.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION - !•J;S1J Date: / — 2 3 , 0 7 Property Address: 7 0 0 P4 i S- 4 iJ Owner: i e es-{ f C 0 /J Telephone #: Contractor: 0 /J / fPe / / 4/c Telephone #: 7 Z $ /3 « K Contractor Address: co J / ' C`? ,' tlP Fax #: Contractor Signature: e 0,4., / In consideration of permit given for doing the work as described i t ��ove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof : d )"accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: 2 Electric ❑ Gas: LP Natural Central Utility ` '— Z ' � t , /� o ❑ Oil U 3 J (� ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK A Heat Space _ Recessed 14entral Floor • Residential 0 Air Conditioning: Room ✓_ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration V New Building ❑ Cooling Tower: Capacity gp ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) 0 New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add -on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency a ti P z % )43 0 , - - 1, r ii / l`rP Z 23 a W ci HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 14JE63 / VI /i 12frV iff,Djo 014 TANKS Nominal Capacity Type Liquid • Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 1 f'- r j CITY OF ATLANTIC BEACH ss 1 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 ', INSPECTION PHONE LINE 247 -5826 CJ S r Application Number 06- 00034376 Date 12/06/06 PARADISE LN Property Address Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . • 0 Application desc NEW SERVICE 200 AMPS 240 VOLT Owner Contractor DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726 -8144 Permit ELECTRICAL PERMIT Additional desc . .00 Permit Fee . . . 105.00 Plan Check Fee . . Issue Date . . . • Valuation . . . . 0 Expiration Date . . 6/04/07 Fee summary Charged Paid Credited Due Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' "' ^` CITY OF ATLANTIC BEACH ( _" ELECTRICAL PERMIT APPLICATION i Date; /� ��/D ' Property Address: 7f»' p dzigix. o _ i Own er: 7, ?7 /T - -- Telephone #: 410 • 3) 4 . me-• �.C,- _c_ • Telephone #: ?S4 —(964'7 �� Contractor: �s�..ri.l�dd�.� ,. Fl. Contractor Address: of erh /ta -L;, ,X0- ,03 Fax #: 7S^I - Dc c{ 1 In ,:onsidCratior of permit given for doing the work as desoibed in the above statement, we hereby agree to Perlrtn saitl work Tn1 i acvordrnce with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach j L standards of good listed therein. 1 Bui ng: Bui ag Type: O Trailer 1 Seet it wner :�;�st art,cro* , is 'vcw betne don• on .1 „ -: budding Sty*” Residence O Temp Or.w.t, ila/ the bu +,ltnii I ;� O■i 0 Com mercial 0 Signs 0 Increase J Permit number I u Re -wire 1 r0 Addition Sq. Ft, ___ O Repair 1 __ _,.__ _ o dl uctos Siici{GAMPS" �e7 COPPER ALUMINUM _._ _ _. _ C - .�... _ _ - -* - i RACE F . Switch or s, . reciter ' AMPS c V6O PH i W VOi.l' WAY t Ex ;sting Serw. ice 1 i ( RACE f ' Sae I MAPS I PH W VOLT WAY 1 Feeders: _ t NO. SIZE NO SIZE NO S1ZE ( ! Ligt!ting Outlets _ CONCEALED ---* i OPEN _ - -� -- i r Rectacles CONCEALED) OPEN _1_,__.- ___,__..__...._..: r_� iroa MPS i n 141 ai�� 1 t t _,_.. � I I_SwitcheS _rte .____,_ ..._ ---- Incandescent __ },__.__.._ _._ ._ _ __ ____..�. -- ______ --.; Fluorescent & I 1 i M. V. i____- -- Fixed •.boo . Ps H 1 BELL Appliances __.i. _—;„ 7: R ANSFE it. Air i H_P.RATING H.P. RATING i I CEILING Kw' -HE T Condition_ , COMP. MOTOR OTHER MOTORS AMPS t HEST _.._ 1 i , I f — 1 4otOrs f 0 -I H.P. I VOLTAGE PN ._._._ NO. ...OVER I H.P. . PHS , i 1 . Transformers_ NO. KVA - j NO. ___- __- ---KVA .___ i io.Vaon_Trutst: ; { Es. Sign 1 _ i _ —__� ! �fiscelisoeoos l L :± 1 iiiliI.. 300 Seminole Road • Atlantic Preach, Florida 32233-5445 Phone: (5104) 247 -5800 • Fss: (904) 247 -5845 • http : ; /www.ci.atlantic- bestrh.t ?.us rJ .,� 1S \ CITY OF ATLANTIC BEACH 800 SEMINBEACHOLE FL ROAD �� ATLANTIC ` ` "'' " r , � INSPECTION PHONE LINE 247 -5826 Application Number 06- 00034367 Date 12/04/06 Property Address 700 PARADISE LN Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALL 19 FIXTURES Owner Contractor DON HARRIS PLUMBING P.O. BOX 14668 JACKSONVILLE FL 32210 (904) 772 -0900 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 168.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/02/07 Fee summary Charged Paid Credited Due Permit Fee Total 168.00 168.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 168.00 168.00 .00 .00 0 k P � %.' k 01 0,CCORDANCE WITS ALL Cast OF ATLANTIC BEACH ORDINANCES AND THE FLC , J4 t t ftt CITY OF ATLANTIC BEACH til; PLUMBING PERMIT APPLICATION Date: ( 6L l Property Address: I. 1 `, 41 C 7UQ Owner: , ./ & Tele hone #: 1 4 / ‘Q - 7 - 7 Contractor: h 4.- /2 #: 7 9 )- � �J • Contractor Address: ,911 �`;! , �� /" _ 1 F ax #: 9 /29` 1 /Ball erAia d In consideration of permi '" for do' I g the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, New list the building permit number. ❑ Re -Pipe Number of Fixtures: Bath Tubs / Showers ......J Closets Shower Pans / Dishwashers ! Sinks / Disposals Urinals Floor Drains / Washing Machine Lavatory / Water Sewer / Water Heaters • Other �%crr -, LA ki C Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMB , G CO., INC. Permit Issuing Fee: $35.00 o NELSON D. HARRIS Total Fixtures: / f / )>� X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5455 y � 'S` !r= L��i'j�� TELEPHONE: (904) 247 -5800 � , � t FAX: (904) 247 -5877 . = S SUNCOM:852 -5800 i i i S) www.coab.us J Application Number 06- 00033951 Date 11/08/06 Property Address 700 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 475000 Application desc NEW SINGLE FAM RES Owner Contractor BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 1585.00 Plan Check Fee . . 792.50 Issue Date . . . Valuation . . . . 475000 Expiration Date . 5/07/07 Fee summary Charged Paid Credited Due Permit Fee Total 1585.00 1585.00 .00 .00 Plan Check Total 792.50 792.50 .00 .00 Grand Total 2377.50 2377.50 .00 .00 1 ArcIMS Viewer Page 1 of 1 1 11 r I 4; 721 k 731 711 { 741 �+ \ 751 7 � 76 .ti k______ 691 .: • 4 ti 4 i 690 { 172376 0225 710 - 720 - 730 - 740 - 700 1500 Copyright icl coati City of .beaoi+ir.. rt 0 1 '97ft -10 7 6'440t 36 http: / /maps.coj. net /WEBSITE/DuvalMaps/MapFrame.htm 6/15/2010 Property Appraiser - Property Details Page 1 of 2 PASCHALL MICHAEL L Primary Site Address Official Record Book /Page Tile # 700 PARADISE LN 700 PARADISE LN 14077 - 02181 9418 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 700 PARADISE LN Property Detail Value Summa RE # 1 7 2 3 7 6 - 0 2 2 5 2 0 0 9 Certified 2 1 1 ' n .r.. .- Tax DiArkt USD3 Value Method CAMA CAMA Properly Use 0100 SINGLE FAMILY Building Value $238,735.00 $162,143.00 # of Buildings 1 Extra Feature Value $0.00 $0.00 57 -31 18- 2S- 29E .17 Land Value (Market) $50,000.00 $40,000.00 Legal Desc. -- - - ._ - _ — PARADISE PRESERVE Land Value (Agrlc.1 $0.00 $0.00 Subdiviskm 06197 PARADISE PRESERVE Just (Market) Value $288,735.00 $202,143.00 The sale of this property may result in higher property taxes. For more information go Assessed Value (A10) $81,827.00 $84,036.00 to Save Our Homes and our Property Tax Estimator . Property values, exemptions and Exertions $50,000.00 See below other information listed as 'In Progress' are subject to change. These numbers are Taxable Value $31,827.00 See below part of the 2010 working tax roll and will not be certified until October. Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions — In Progress If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD /FIND Taxable Value School Taxable Value Assessed Value $84,036.00 Assessed Value $84,036.00 Assessed Value $84,036.00 Homestead Exemption (HX) - $25,000.00 Homestead Exemption (HX) - $25,000.00 Homestead Exemption (HX) - $25,000.00 Amend 1 Homestead (HB) - $25,000.00 Amend 1 Homestead (HB) - $25,000.00 Taxable Value $59,036.00 Taxable Value $34,036.00 Taxable Value $34,036.00 Sales History Book /Page Sale Date Sale Price Deed Instrument Ty Cod Qualified /Unqualified Vacant /Improved 14077 -02181 6/15/2007 $472,700.00 WD - Warranty Deed Qualified Improved 13448 -01681 7/25/2006 $82,500.00 WD - Warranty Deed Unqualified Vacant 00057 -00031 8/6/2004 $100.00 PB - Plat Book , Unknown Vacant Extra Features No data found for this section Land & Legal Land Legal LN Oxie Use Description Zoning Front Depth Category Land Units, Land Value LN Legal Description 1 0180 RES NATURAL LD 3 -7 UNITS PER AC PUD 0.00 0.00 Common 1.00 $40,000.00 1 57 -31 18- 2S -29E .17 2 PARADISE PRESERVE 3 LOT 36 Buildings Building 1 Building 1 Site Address Element . Code ' Detail --- -=- Exterior Wall 8 8 Horizontal Lap 700 PARADISE LN —�E-ESR j Atlantic Beach FL 32233 7 Roof ng Cove 3 3 Asph /Comp Shingle ens 1 1 LuAi J Building Type 0103 SFR SPLIT-LEVEL SOH — Year Built 2007 Interior Wall 5 5 Drywall I r I FOP ,. Int Flooring 14 14 Carpet r `—I In t Flooring 11 11Ceramic Clay Tile N:4 _ Gross Area Heated Area _ Base Area 1444 1444 Heating Fuel , 4 4 Electric � GR l Fin Screened Porch 236 0 Heating Type 4 4 Forced - Ducted Finished upper story 1 518 _ 518 Air Conditioning 3 3 Central Finished Open Porch 200 0 Finished Garage 394 0 Element -- Code Total 2792 1962 Baths 3.000 Bedrooms ' 3.000 Stories 2.000 Rooms / Units 1.000 http: / /apps.coj.net/PAO PropertySearch /Basic/Detail.aspx ?RE= 1723760225 6/15/2010 Property Appraiser - Property Details Page 2 of 2 2009 Notice of Proposed Pro , erty Taxes (Truth in Millage Notice) Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled -back Gen Govt Beaches $81,827.00 $50,000.00 _ $31,827.00 $2,019.05 $173.39 $173.39 Public Schools: By State Law $81,827.00 $25,000.00 $56,827.00 $1,987.41 $288.91 $312.77 By Local Board $81,827.00 $25,000.00 $56,827.00 $952.11 $141.95 $149.84 FL Inland Navigation Dist $81,827.00 $50,000.00 $31,827.00 $13.41 $1.10 $1.19 Atlantic Bch $81,827.00 $50,000.00 $31,827.00 $1,165.31 $100.42 $100.42 Water Mgmt Dist. S.IRWMD $81,827.00 $50,000.00 $31,827.00 $161.65 $13.23 $14.95 School Board Voted $81,827.00 $25,000.00 $56,827.00 $0.00 $0.00 $0.00 Urban Service Dist3 $81,827.00 $50,000.00 $31,827.00 $0.00 $0.00 $0.00 _ General Gov Voted $81,827.00 $50,000.00 _ $31,827.00 $0.00 $0.00 $0.00 Totals $6,298.94 $719.00 $752.56 lust Value Assessed Value Exemptions Taxable Value Last Year $388,773.00 $388,773.00 _ $0.00 _ $388,773.00 _ Current Year $288,735.00 $81,827.00 $50,000.00 $31,827.00 Property Record Card (PRC) The Property Appraiser Office provides available historical record cards (PRC). The Property Appraiser's Office no longer uses PRCs; therefore, there will be no PRCs available from 2006 forward. You must set your browser's Page Set Up for printing to Landscape to print these cards. 2005 More Information Parcel Tax Record 1 GIS Mao 1 Map this Property on Google Maps 1 City Fees Record http: // apps .coj.net /PAO PropertySearchBasic /Detail.aspx ?RE = 1723760225 6/15/2010 . 1L , i 64 ' \F City of Atlantic Beach r Buildin g Department artment - Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: June 11, 2007 Contractor: Bestcon Address: 700 Paradise Ln., Atlantic Beach, F132233 Construction Type: 5 -B Occupancy Class: Group R -3 Permit Number: 06 33951 DAVID HUFSTE ER BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: . c 7 Contractor Name: Baie,0/1 Permit #: Q (p • g395/ Property Address: 7t ?eac :5f L7 Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single - Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Jpt` Public Works G. 5, 0 7 3 immt .,C. Q 7 Public Utilities �� _ ,� � �- - 7 Building Planning Final Survey with FFE Yes ✓ No / •� All Re- Inspect Fees Paid ✓ Yes No • I ti No Termite Treatment Yes Graham Shirley To: Carper, Rick Subject: RE: Final CO inspection 700 Paradise Ln From: Carper, Rick Sent: Tuesday, June 05, 2007 8:33 AM To: Nodine, Phil; Deming, James Cc: Graham Shirley Subject: RE: Final CO inspection 700 Paradise Ln I have the signed As -Built now — I walked this property with Paul Nichols two weeks ago, so if you do not see any problems, this is OK by me. Rick From: Graham Shirley Sent: Tuesday, June 05, 2007 8:10 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James; Hufstetler, David Cc: Matthews, Carlene; Lanier, Joyce Subject: Final CO inspection 700 Paradise Ln Paul Nichols is requesting a final CO inspection 6.5.07 for 700 Paradise Lane Permit # 06 33951 Paul can be reached at 545 4751 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham @coab.us building-dept@coab.us Graham Shirley From: Clemons, Malcolm Sent: Wednesday, June 06, 2007 8:42 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: Final CO inspection 700 Paradise Ln Backflow is installed.OK Malcolm From: Kaluzniak, Donna Sent: Tuesday, June 05, 2007 8:10 AM To: Clemons, Malcolm Subject: FW: Final CO inspection 700 Paradise Ln From: Graham Shirley Sent: Tuesday, June 05, 2007 8:10 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James; Hufstetler, David Cc: Matthews, Carlene; Lanier, Joyce Subject: Final CO inspection 700 Paradise Ln Paul Nichols is requesting a final CO inspection 6.5.07 for 700 Paradise Lane Permit # 06 33951 Paul can be reached at 545 4751 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham @coab.us building-dept@coab.us 1 Graham Shirley From: Graham Shirley Sent: Tuesday, June 05, 2007 8:10 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James; Hufstetler, David Cc: Matthews, Carlene; Lanier, Joyce Subject: Final CO inspection 700 Paradise Ln Paul Nichols is requesting a final CO inspection 6.5.07 for 700 Paradise Lane Permit # 06 33951 Paul can be reached at 545 4751 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham @coab.us building-dept@coab.us 1 Graham Shirley From: Walker, Chris Sent: Wednesday, June 06, 2007 8:04 AM To: Graham Shirley Subject: RE: Final CO inspection 700 Paradise Ln I called Paul and told him that the sewer clean out that is now under the driveway he poured needs to be located and set to grade with an RT -1 sewer clean out box installed From: Graham Shirley 1 \1-/ Sent: Tuesday, June 05, 2007 8:10 AM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Walker, Chris; Deming, James; Hufstetler, David Cc: Matthews, Carlene; Lanier, Joyce Subject: Final CO inspection 700 Paradise Ln Paul Nichols is requesting a final CO inspection 6.5.07 for 700 Paradise Lane Permit # 06 33951 Paul can be reached at 545 4751 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL O P sgraham @coab.us building- dept @coab.us '0 Is Yt li fi KO w 3, c2?4(1 '. , I 4 ' PP � � . - 1 Jun. 7. 2007 10:44AM BESTCON No.2536 P =Turner Pest Control What's Bugging You? CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION INFORMATION REQUIRED AS PER FLORIDA BLDG CODES 104.2.6. & 1816.1 CONTRACTOR: Bestcon Homes PERMIT#: 06 -33951 SITE LOCATION: 700 Paradise Ln Lot 36 Atlantic Beach, FL 32233 -6954 DATE OF TREATMENT: 05/25/2007 TIME OF TREATMENT: 12 :27 :00 PM AREA TREATED: SQUARE FOOTAGE: 2767 LINEAR FOOT: 560 IDENTITY OF APPLICATOR: DOWNER, WILLIE PRODUCT NAME: BORA -CARE CHEMICAL NAME: DISODIUM OCTABORATE TETRAHYDRATE (DIFFERENT FROM PRODUCT) (FOR BAIT SYSTEMS -LIST CHEMICAL NAME THAT WILL BE USED IF TERMITES ARE DETECTED) PERCENT CONCENTRATION: 23.00% (FOR BAIT SYSTEMS-IF YOU DONT HAVE THE % =TELL HOW MANY STATIONS PER FOOT) NUMBER OF GALLONS: 3.00GA (FOR BAIT SYSTMS -ENTER F OF STATIONS USED) FINAL STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVICES. I GREE THAT THE ABOVE INFORMATION IS CORRECT AND REFERS TO THE ADDRESS LISTED ABOVE: { ARD L=' / B / 1` ■ CE'TI' D PE CO` '. •• OR TUR` - • C•'NTROL, LLC. MAIN OFFICE 480 EDGEWOOD AVENUE SOUTH JACKSONVILLE, FL 32205 PHONE: 904 -355 -5300 FAX: 904 -353 -1488 rn At 0 - ' 3 C 1 S ( EnergyGauge® 4.5 FORM 600A -2004R ENERGY EFFICIENCY CODE FLORIDA FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 9 Project Name: s o wo • d modified mirrored lot 36 PP Builder: Bestcon Address: Permitting Office: Atlantic Beach , Address: Lot: 36 Sub: Paradise Preser, Plat: City, State: Atlan + Beach, Fl Permit Number: Owner: = - con Jurisdiction Number: 261100 Climate Zone: North (� -:a.rac L l La n e 1. New construction or existing New - 12. Cooling systems Cap: 36.0 kBtu/hr 2. Single family or multi - family Single family - . 1 SEER: 13.00 a. Central Unit _ 3. Number of units, if multi - family - Cap: 18.0 13.00 - 4. Number of Bedrooms 3 - Yes b. Central Unit 5. Is this a worst case? - SEER: 13.00 - 6. Conditioned floor area (ft2) 1989 ft _ c. N/A - 7. Glass type' and area: (Label reqd. by 13- 104.4.5 if not default) - a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 393.0 ft 2 - a. Electric Heat Pump Cap: 36.0 kBtu/hr - b. SHGC: Ca HSPF: 7.70 - (or Clear or Tint DEFAULT) 7b. (Clear) 393.0 ft _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types HSPF: 7.70 a. Slab -On -Grade Edge Insulation R =0.0, 180.0(p) ft _ c. N/A - b. N/A - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - R =13.0, 1795.0 ft2 EF: 0.91 a. Frame, Wood, Exterior - b. Frame, Wood, Adjacent R =13.0, 214.9 ft - b. N/A - c. N/A - 1 d. N/A - c. Conservation credits - e. N/A - (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =23.0, 1598.8 ft 15. HVAC credits MZ -C, PT, MZ -H - b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A - HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Garage Sup. R=6.0, 220.0 ft MZ- C- Multizone cooling, 1 b. Sup: Con. Ret: Con. AH: Garage Sup. R=6.0, 90.0 ft _ MZ- H- Multizone heating) I Total as -built points: 26683 Glass /Floor Area: 0.20 Total base points: 26749 PASS I hereby certify that the plans and speci 'cations covered by Review of the plans and . Zi� sT ••• this calculation are in C. ; plianc: ith h = i id Energy specifications covered by this : ..-.''v ,o.: • ..... E S - 9T�o . Code. calculation indicates compliance :,, , 4s t n s . - -,. , with the Florida Energy Code. . aa, "-.ti ' , O • : PREPARED BY � : = Before construction is completed a ti - , =g ' g `• DATE: i - 16 --c9 7 this building will be inspected for 1.:..,:,:\ a compliance with Section 553.908 I hereby certify that this building, as esigned, is in compliance ''...•f,1;. V../ �. . c;... • Energy Kt r m . Florida Statutes. N.C. aD �?:: with the Florida Ener e. � • OWNER/AGENT: BUILDING OFFICIAL: DATE: 2-4-01 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.5) FORM 600A -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #:aO, 33061 I BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1989.0 18.59 6656.0 1.Double, Clear E 1.0 17.0 36.0 42.06 1.00 1509.0 2.Double, Clear E 1.0 8.0 16.0 42.06 0.99 667.0 3.Double, Clear E 1.0 8.0 18.0 42.06 0.99 748.0 4.Double, Clear E 1.0 17.0 18.0 42.06 1.00 754.0 5.Double, Clear S 1.0 13.0 48.6 35.87 0.99 1730.0 6.Double, Clear W 20.0 8.7 18.1 38.52 0.40 275.0 7.Double, Clear N 1.0 6.0 19.2 19.20 0.97 359.0 8.Double, Clear W 8.0 8.0 16.2 38.52 0.53 330.0 9.Double, Clear S 8.0 8.7 80.4 35.87 0.53 1534.0 10.Double, Clear S 12.0 8.0 32.4 35.87 0.47 549.0 11.Double, Clear N 12.0 6.0 10.0 19.20 0.62 119.0 12.Double, Clear N 12.0 7.7 20.1 19.20 0.65 250.0 13.Double, Clear E 1.0 5.0 15.0 42.06 0.95 598.0 14.Double, Clear N 1.0 7.0 15.0 19.20 0.99 283.0 15.Double, Clear E 1.0 5.0 15.0 42.06 0.95 598.0 16.Double, Clear S 1.0 7.0 15.0 35.87 0.97 521.0 As -Built Total: 393.0 10824.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 214.9 0.70 150.4 1. Frame, Wood, Exterior 13.0 1795.0 1.50 2692.5 Exterior 1795.0 1.70 3051.5 2. Frame, Wood, Adjacent 13.0 214.9 0.60 128.9 I Base Total: 2009.9 3201.9 I As -Built Total: 2009.9 2821.4 I DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1 2.40 48.2 1.Adjacent Wood 20.1 2.40 48.2 Exterior 0.0 0.00 0.0 I Base Total: 20.1 48.2 As -Built Total: 20.1 48.2 I CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1598.8 1.73 2765.9 1. Under Attic 23.0 1598.8 2.05 X 1.00 3285.5 Base Total: 1598.8 2765.9 As -Built Total: 1598.8 3285.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 180.0(p) -37.0 - 6660.0 1. Slab -On -Grade Edge Insulation 0.0 180.0(p -41.20 - 7416.0 Raised 0.0 0.00 0.0 Base Total: - 6660.0 As -Built Total: 180.0 - 7416.0 / EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #:N or 339 BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1989.0 10.21 20307.7 1989.0 10.21 20307.7 Summer Base Points: 26319.8 Summer As -Built Points: 29870.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 36000btuh ,SEER /EFF(13.0) Ducts: Con(S),Con(R),Gar(AH),R6.0(INS) 29871 0.67 (1.00 x 1.147 x 1.00) 0.260 0.902 5359.7 (sys 2: Central Unit 18000btuh ,SEER /EFF(13.0) Ducts: Con(S),Con(R),Gar(AH),R6.0(INS) 29871 0.33 (1.00 x 1.147 x 1.00) 0.260 0.902 2679.9 26319.8 0.3250 8553.9 29870.9 1.00 1.147 0.260 0.902 8039.6 EnergyGauge DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #: (1 12 .3 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point- .18 1989.0 20.17 7221.0 1.Double, Clear E 1.0 17.0 36.0 18.79 1.00 679.0 2.Double, Clear E 1.0 8.0 16.0 18.79 1.01 303.0 3.Double, Clear E 1.0 8.0 18.0 18.79 1.01 341.0 4.Double, Clear E 1.0 17.0 18.0 18.79 1.00 339.0 5.Double, Clear S 1.0 13.0 48.6 13.30 1.00 643.0 6.Double, Clear W 20.0 8.7 18.1 20.73 1.23 460.0 7.Double, Clear N 1.0 6.0 19.2 24.58 1.00 472.0 8.Double, Clear W 8.0 8.0 16.2 20.73 1.17 391.0 9.Double, Clear S 8.0 8.7 80.4 13.30 2.60 2780.0 10.Double, Clear S 12.0 8.0 32.4 13.30 3.28 1411.0 11.Double, Clear N 12.0 6.0 10.0 24.58 1.03 251.0 12.Double, Clear N 12.0 7.7 20.1 24.58 1.02 505.0 13.Double, Clear E 1.0 5.0 15.0 18.79 1.02 288.0 14.Double, Clear N 1.0 7.0 15.0 24.58 1.00 368.0 15.Double, Clear E 1.0 5.0 15.0 18.79 1.02 288.0 16.Double, Clear S 1.0 7.0 15.0 13.30 1.01 200.0 As -Built Total: 393.0 9719.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 214.9 3.60 773.6 1. Frame, Wood, Exterior 13.0 1795.0 3.40 6103.0 Exterior 1795.0 3.70 6641.5 2. Frame, Wood, Adjacent 13.0 214.9 3.30 709.2 I Base Total: 2009.9 7415.1 As -Built Total: 2009.9 6812.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 11.50 231.2 1.Adjacent Wood 20.1 11.50 231.2 Exterior 0.0 0.00 0.0 I Base Total: 20.1 231.2 As -Built Total: 20.1 231.2 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1598.8 2.05 3277.5 1. Under Attic 23.0 1598.8 2.39 X 1.00 3825.1 Base Total: 1598.8 3277.5 As -Built Total: 1598.8 3825.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 180.0(p) 8.9 1602.0 1. Slab -On -Grade Edge Insulation 0.0 180.0(p 18.80 3384.0 Raised 0.0 0.00 0.0 Base Total: 1602.0 As -Built Total: 180.0 3384.0 / EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #: • 339S I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1989.0 -0.59 - 1173.5 1989.0 -0.59 - 1173.5 Winter Base Points: 18573.3 Winter As -Built Points: 22797.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 36000 btuh ,EFF(7.7) Ducts :Con(S),Con(R),Gar(AH),R6.0 22797.9 0.667 (1.000 x 1.169 x 1.00) 0.443 0.902 7101.2 (sys 2: Electric Heat Pump 18000 btuh ,EFF(7.7) Ducts :Con(S),Con(R),Gar(AH),R6.0 22797.9 0.333 (1.000 x 1.169 x 1.00)0.443 0.902 3550.6 18573.3 0.5540 10289.6 22797.9 1.00 1.169 0.443 0.902 10651.8 EnergyGaugeTM DCA Form 600A -2004R EnergyGauge ® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #: (' n,3 1 BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.91 3 1.00 2663.96 1.00 7991.9 As -Built Total: 7991.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 8554 10290 7905 26749 8040 10652 7992 26683 PASS . . . . :. .. . . .... .. . ,. .... it ci∎ ST9TF ...., .;... ti n : : COD tiVE ... ' .. EnergyGauge DCA Form 600A -2004R EnergyGauge® /FIaRES2004 FLRCSB v4.5 FORM 600A -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, PERMIT #: (�( �33C151 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST `"'``�� COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE9(` Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. �/ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top late. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a / sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from ;/ conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. !Y�/ Shower heads 612.1 _ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ✓/ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. •/ EnergyGauge DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.8 The higher the score, the more efficient the home. Bestcon, Lot: 36, Sub: Paradise Preser, Plat: , Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 18.0 kBtu/hr 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area (ft 1989 ft _ c. N/A _ 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 393.0 ft _ a. Electric Heat Pump Cap: 36.0 kBtu/hr b. SHGC: HSPF: 7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 393.0 ft _ b. Electric Heat Pump Cap: 18.0 kBtu/hr 8. Floor types HSPF: 7.70 _ a. Slab -On -Grade Edge Insulation R =0.0, 180.0(p) ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame. Wood, Exterior R =13.0, 1795.0 ft _ EF: 0.91 b. Frame, Wood, Adjacent R =13.0, 214.9 ft _ b. N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =23.0, 1598.8 ft _ 15. HVAC credits MZ -C, PT, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation. c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Garage Sup. R =6.0, 220.0 ft _ MZ- C- Multizone cooling, b. Sup: Con. Ret: Con. AH: Garage Sup. R =6.0, 90.0 ft _ MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through - a. , ve energy saving features which will be installed (or exceeded) in this home before r al ins a n. Otherwise, a PL Display Card will be completed s based on installed •.de c. t features. �" Builder Signature: G./ Date: £ 1 / U . r 2 I Address of New Home: loo Poi-raise ( Ile. City/FL Zip: RD 1 FL. 3223 3 o *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2 &4. )nergyGauge® (Version: FLRCSB v4.5) BUILDING INPUT SUMMARY REPORT Title: dogwood modified mirrored lo Family Type: Single Address Type: Lot Information F- Owner: Bestcon New /Existing: New Lot #: 36 W # of Units: 1 Bedrooms: 3 Subdivision: Paradise Preser O Builder Name: Bestcon Conditioned Area: 1989 Platbook: (blank) CC Climate: North Total Stories: 2 Street: N/A Q. Permit Office: Atlantic Beach Worst Case: Yes County: Duval Jurisdiction #: (blank) Rotate Angle: 180 City, St, Zip: Atlantic Beach, FI, LU U) # Floor Type R -Val Area /Perimeter Units # Door Type Orientation Area Units Q 1 Slab -On -Grade Edge Insulation 0.0 180.0(p) ft 1 fX 1 Wood Adjacent 20.1 ft' 1 O 0 J 0 LL 0 # Ceiling Type R -Val Area Base Area Units Q # System Type Efficiency Capacity Q 1 Under Attic 23.0 1598.8 ft' 1598.8 ft' 1 Z 1 Central Unit SEER: 13.00 36.0 kBtu /hr Z J 2 Central Unit SEER: 13.00 18.0 kBtu /hr J 0 W 0 0 Credit Multipliers: None Credit Multipliers: MZ -C, PT # Wall Type Location R -Val Area Units # System Type Efficiency Capacity N 1 Frame - Wood Exterior 13.0 1795.0 ft' 1 Z 1 Electric Heat Pump HSPF: 7.70 36.0 kBtu /hr J 2 Frame - Wood Adjacent 13.0 214.9 ft' 1 1 - 2 Electric Heat Pump HSPF: 7.70 18.0 kBtu /hr -' a W Credit Multipliers: MZ -H, PT # Supply Return Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Units Location Location Location R -Val Length 1 Double Clear W 36.0 ft' 1.0 ft 17.0 ft 1 ' 1 Cond. Cond. Garage 6.0 220.0 ft 2 Double Clear W 16.0 ft' 1.0 ft 8.0 ft 1 ~ 2 Cond. Cond. Garage 6.0 90.0 ft 3 Double Clear W 18.0 ft' 1.0 ft 8.0 ft 1 m 4 Double Clear W 18.0 ft' 1.0 ft 17.0 ft 1 0 5 Double Clear N 48.6 ft' 1.0 ft 13.0 ft 1 6 Double Clear E 18.1 ft' 20.0 ft 8.7 ft 1 Credit Multipliers: None 7 Double Clear S 19.2 ft' 1.0 ft 6.0 ft 1 # System Type EF Cap. Conservation Type Con. EF 8 Double Clear E 16.2 ft' 8.0 ft 8.0 ft 1 l 9 Double Clear N 80.4 ft' 8.0 ft 8.7 ft 1 W 1 Electric Resistance 0.91 50.0 None 0.00 10 Double Clear N 32.4 ft' 12.0 ft 8.0 ft 1 Q , 11 Double Clear S 10.0 ft' 12.0 ft 6.0 ft 1 12 Double Clear S 20.1 ft' 12.0 ft 7.7 ft 1 I 13 Double Clear W 15.0 ft' 1.0 ft 5.0 ft 1 fn 14 Double Clear S 15.0 ft' 1.0 ft 7.0 ft 1 # Use Default? Annual Operating Cost Electric Rate 15 Double Clear W 15.0 ft' 1.0 ft 5.0 ft 1 Ci 1 Yes N/A N/A Q 16 Double Clear N 15.0 ft 1.0 ft 7.0 ft 1 LL 0 LLI Z_ C EnergyGauge® (Version: FLRCSB v4.5) Dogwood Modified Pp36 Icy HVAC Load Calculations for Bestcon 800 Paradise Lane Atlantic Beach, FI. 32233 rei R H vAc RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Friday, February 16, 2007 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dogwood Modified Pp36 Icy 1 Jacksonville, FL 32218 Page 2 Project Report General Project Information Project Title: Dogwood Modified Pp36 Icy Designed By: Jim Williams Project Date: Friday, February 16, 2007 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code 604 -A form Client Name: Bestcon Client Address: 800 Paradise Lane Client City: Atlantic Beach, FI. 32233 Client Phone: 246 -3747 Client Fax: 246 -7126 Client E -Mail Address: Dale @bestconhomes.com Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757 -3569 Company Fax: 904 757 -7104 Company E -Mail Address: jimwilliams @homebuildingstore.com Company Website: homebuildingstore.com Company Comment: I Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 50 72 37 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 1,619 CFM Per Square ft.: 0.814 Square ft. of Room Area: 1,990 Square ft. Per Ton: 490 Volume (ft of Cond. Space: 21,116 Air Turnover Rate (per hour): 4.6 Building Loads Total Heating Required With Outside Air: 39,023 Btuh 39.023 MBH Total Sensible Gain: 35,584 Btuh 88 % Total Latent Gain: 4,898 Btuh 12 % Total Cooling Required With Outside Air: 40,482 Btuh 3.37 Tons (Based On Sensible + Latent) 4.06 Tons (Based On 73% Sensible Capacity) [Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. . . _ Rhvac & Light Commercial fJ4C Loads ----- ------ Elite Software Development, Inc. Home 0� Dogwood MvumedPpaOmy ! � ' ��son�Ue.FL 32218 --_� m�, Page 3 �i I M/3Ce/la/76){lUs Report � System 1 Main Floor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb ReiHum Dry Bulb Difference | | Winter: 32 0 50 72 37.29 Summer: 94 77 50 75 48.06 System 2 Second -- ----- �� -- � -- � — Outdoor -- Outdnor Indoor Indoor Grain Input Data Dry Bulb Wet Bulb RaUHum Dry Bulb Difference/, Winter: 32 0 50 72 37.29 Summer: 94 77 50 75 48.06 c�� Uou ng Inputs Main Trunk Runouts Calculate: Yes Yes , Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1800 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 fUnin 450 ft./min Maximum Velocity: 600 ft./min 750 ft./nnin , Minimum Height: 0 in. 0 in. , Maximum Height: 0 in. 0 in. Du�k�Air �� ----- ------ — --�� | Winter --- ---- Summer -- --' ----�� Infiltration: 0.274 AC/hr 0.274 AC/hr Above Grade Volume: X 21,116 Cu.ft. X 21.116 Cu.ft. 5,783 Cu.ft./hr 5,783 Cu.ft./hr . �� . � | X 0.0167 X 0.8167 Total Building Infiltration: 96 CFM 96 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) , Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) � Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) --System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.1OXD.SS8X19.UO Summer Temp. Difference) Inffltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) ( � • • Elite Software Development, Inc. I 1 Rhvac - Residential & Light Commercial HVAC Loads Dogwood Modified Pp36 Icy Home e S rvices Page 4 JacksonvEnillergy , Fe L 32218 Load Preview Report Sens Lat Net Loss CFM CFM CFM Size I Scope Area Gain Gain Gain Building: 3.37 Net Tons, 4.06 Recommended Tons, 490 ft. 39.02 MBH Heating Building 1,990 35,584 4,898 40,482 39,023 789 1,619 1,619 I System 1: 2.62 Net Tons, 3.14 Recommended Tons, 469 ft. 32.63 MBH Heating System 1 1,473 27,534 3,887 31,421 32,634 660 1,253 1,253 20 Zone 1 1,473 27,534 3,887 31,421 32,634 660 1,253 1,253 2-6 1 - Br2 162 3,913 165 4,078 48$ 1,005 20 1 17 1 20 1 -4 2 - 2 Wic 39 368 117 3 - Master Bath 108 1,874 257 2,131 2,060 42 85 85 1 -5 4 Master Bath Toliet 20 0 0 0 0 0 0 0 0 - 0' 5 - Master Suite 288 7,621 573 8,194 8,660 175 347 347 3 - 6 6 - Master Bedroom WIC 54 0 0 0 0 0 0 0 0 - 0' 7 - Bath 2 60 0 50 50 0 0 0 0 0 -0' 8 - Laundry 48 627 683 1,310 1,707 35 29 35 1-4 9 - Kitchen 132 3,096 634 3,730 2,548 52 141 141 1 -7 10 - Great Room 386 6,218 898 7,116 5,991 121 283 283 3 -6 11 - Dining Room 120 2,101 303 2,404 3,670 74 96 96 1 -6 12 - Foyer 56 1,718 207 1,925 3,100 63 78 78 1-5 1 System 2: 0.76 Net Tons, 0.92 Recommended Tons, 563 ft. 6.39 MBH 3eeaating 129 366 366 12 System 2 517 8,050 1,0 Zone 1 517 8,050 1,011 9,061 6,389 129 366 366 13 -Br 3 173 3,222 391 3,613 2,706 55 147 147 1 -7 14 -Bath 1 60 164 50 214 106 2 7 7 1 - 4 15- Office 284 4,664 570 5,234 3,577 72 212 212 2 - 6 I 1 1 • Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dogwood Modified Pp36 Icy Jacksonville, FL 32218 Page 5 Total Building Summary Loads II [Description t Quan Loss Gain Gain Gain j 1D-cm-o: Glazing - Double pane, operable window, clear, 248.4 8,644 0 12,672 12,672 metal frame no break, u -value 0.87 7A -1: Glazing -Glass or plastic block, smooth or wide ribs 16 384 0 1,180 1,180 or flutes, no screen, no coating, u -value 0.6 10B -m: Glazing- French door, double pane clear glass, 38.2 2,215 0 1,425 1,425 metal frame no break, u -value 1.45 1D-cm-d: Glazing - Double pane, sliding glass door, clear, 80.4 2,798 0 2,448 2,448 metal frame no break, u -value 0.87 1 1 E -cm: Glazing - Double pane window, fixed sash, clear, 10 276 0 274 274 metal frame no break, u -value 0.69 11D: Door -Wood - Solid Core 20.1 298 0 149 149 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 1644.2 6,379 0 4,483 4,483 cavity, no board insulation, siding finish, wood studs 12B -Osw: Part- Frame, R -11 insulation in 2 x 4 stud cavity, 214.9 792 0 396 396 no board insulation, siding finish, wood studs 12E -Osw: Wall- Frame, R -19 insulation in 2 x 6 stud 150.8 410 0 220 220 cavity, no board insulation, siding finish, wood studs 16B -21: Roof /Ceiling -Under attic or knee wall, Vented 1598.8 2,813 0 3,800 3,800 j Attic, No Radiant Barrier, Dark Asphalt Shingles or 1 Dark Metal, Tar and Gravel or Membrane, R -21 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 180 9,777 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 34,786 0 27,047 27,047 People: 4 800 920 1,720 Equipment: 950 2,950 3,900 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 96, Summer CFM: 96 4,237 3,148 2,013 5,161 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,654 2,654 Total Building Load Totals: 39,023 4,898 35,584 40,482 ! [ Figures Total Building Supply CFM: 1,619 CFM Per Square ft.: 0.814 Square ft. of Room Area: 1,990 Square ft. Per Ton: 490 Volume (ft') of Cond. Space: 21,116 Air Turnover Rate (per hour): 4.6 Building Loads - -- Total Heating Required With Outside Air: 39,023 Btuh 39.023 MBH Total Sensible Gain: 35,584 Btuh 88 Total Latent Gain: 4,898 Btuh 12 % Total Cooling Required With Outside Air: 40,482 Btuh 3.37 Tons (Based On Sensible + Latent) 4.06 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dogwood Modified Pp36 Icy Jacksonville, FL 32218 Pa•e 6 Building Pie Chart Infiltration 11 Floor 25% Door 1% , Building Loss � 39,023 Btuh Roof 7% 4, {, �� Glass 37% � I Wall 19% Roof 9% AED Excursion 7% Infiltration 13% Wall 13% Building Equipment 10% Gain 40,482 Btuh People 4% Door 0% Glass 44% ` . - �_�� ~^~~ - Residential �o��me�ia|mw�[�� —'— ------ Elite oDevelopment, Inc. iEna -- �N Dogwood Mod�odP Icy 1 Jacksonville, FL noz1u "� puQe/| ! System 1 Room Load Summary � Htg Htg Run Run C|g C|g C\g 8|r| Room Area Sens Nom Duct Duct Sens Lat Nom Sys No Name GF Btuh CFM Size Vel Btuh Btuh CFM CFM — 'Zona1-- -'--� ------� ------�� 1 8r2 162 3.893 79 2-6 453 3,913 165 178 178 2 8r2VVio 39 1.005 20 1-4 233 388 117 17 20 3 Master Bath 108 2.060 42 1'5 625 1,874 257 85 85 4 Master Bath Toliet 20 0 0 0-0 0 0 0 0 0 5 Master Suite 288 8,660 175 3-6 589 7,621 573 347 347 aoer u e . - . 6 Master Bedroom 54 0 0 0-0 0 0 0 0 0 WIC 7 Bath 2 60 0 0 0-0 0 0 50 0 0 8 Laundry 48 1,707 35 1-4 396 627 683 29 36 ' 9 Kitchen 132 2,548 52 1-7 527 3,096 634 141 141 ' 10 Great Room 386 6.991 121 3-6 480 6.218 898 283 283 11 Dining Room 120 3.670 74 1'6 487 2.101 303 86 96 12 Foyer 56 3.100 63 1-5 573 1,718 207 78 78 System 1total 1,473 32,634 660 27,534 3,887 1,253 1,253 1 System 1 Main Trunk Size: 20 in. Velocity: 574 ft./min Loss per 100 ft.: 0.042 in.wg � Cooling �---- --� Sensible/Latent � ---- -- Sensible Latent Total Tono Split E�uh Btuh Btuh -� nt Y� Required: �---- 2.62 88712Y6 � — � 27.534 3.887 31,421 Recommended: 3.14 7396/2796 27,534 10.184 37,718 Actual: 2.72 7196/2896 23,200 9,400 32.600 Equipment ��a --' �� ------- --- | ---- --- Heating System -----�� Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 2TVVR3036A1+TVVE036P13 2TVVR3036A1+TVVEO36P13 Brand: XR13 Weathertron XR13 Weathertron Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: O bo|e 0 bels Capanity: 30800 Btuh 32600 Btuh Sensible Capacity: n/o 23,200 Btuh Latent Capacity n/a 9,400 Btuh 4 FRhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Dogwood Modified Pp36 Icy Jacksonville, FL 32218 r Page 8 System 2 Room Load Summary Htg Htg Run Run Clg Clg Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Sys ! No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1 - -- 1 13 Br 3 173 2,706 55 1 -7 549 3,222 391 147 147 14 Bath 1 60 106 2 1-4 85 164 50 7 7 15 Office 284 3,577 72 2 -6 540 4,664 570 212 212 System 2 total 517 6,389 129 8,050 1,011 366 366 System 2 Main Trunk Size: 12 in. Velocity: 466 ft. /min Loss per 100 ft.: 0.054 in.wg [Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Net Required: 0.76 89% / 11% 8 050 1,011 9,061 Recommended: 0.92 73% / 27% 8,050 2,977 11,028 Actual: 1.46 74% / 26% 13,000 4,500 17,500 [Equipment Data 1, — Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 2TW B3018A1 +TW E031 E13 2TW B3018A1 +TW E031 E 13 Brand: XB13 Weathertron XB13 Weathertron Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.9 HSPF 13.25 SEER Sound: 0 bels 0 bels Capacity: 15200 Btuh 17500 Btuh Sensible Capacity: n/a 13,000 Btuh Latent Capacity: n/a 4,500 Btuh I I II 1 gi Ilr 4 t■;u1 .. _:~ ‘ CITY OF ATLANTIC BEACH �' PERMIT CALCULATION SHEET Date 9 ( y Permit Number £ '33 9/o Address f /f 44A-e fr Contact Name Phone Pe Fluted Square Footage 9023 @ $ per sq ft = $ G eT,4/ 2I0? @ $ per sgft =$ Carport /Porch @ $ per sgft =$ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ Total Valuation 13' $ $ Remaining Value - $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: +' /z Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE (3242 $ CAPITAL IMPROVEMENT $ 3 .' CITY. RADON SURCHARGE /9 3. $ SECTI H IMPACT FEE $ SEWER IMPACT FEES $ / ,`''Q , SEWER TAP FEES $ olJ /A ST CONSTRUCTION SURCHARGE.213 $ STATE RADON SURCHARGE . / 923 $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP & METER $ N/ WATER CROSS CONNECTION $ 3,5 WATER IMPACT FEE $ ( /) p . OTHER $ GRAND TOTAL DUE: 5 1/13/03 • CITY OF ATLANTIC BEACH ‘? PERMIT CALCULATION SHEET • Ei1tly%' Date Q- Permit Number - jf�J Address 7 /d/Lat, a e— Z-�e Contact Name Phone Heated Square Footage //2 3 @ $ per sq ft = $ Gaff e /WE/ c f /U @ $ per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sgft =$ TOTAL VALUATION: $ • Total Valuation 13' $ $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + �Y2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: = AB CONSTRUCTION SURCHARGE 7J11( $ CAPITAL IMPROVEMENT $ 3 S CITY. RADON SURCHARGE /923 $ , SECTION H IMPACT FEE $ SEWER IMPACT FEES $ / , 5 rl SEWER TAP FEES $ N /7a ST CONSTRUCTION SURCHARGE Oa $ STATE RADON SURCHARGE if2 3 $ WATER CONNECT/METER ONLY $ ; WATER CONNECT/TAP & METER $ 1d' WATER CROSS CONNECTION $ WATER IMPACT FEE $ /j; 0 OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: to 3 3 9�� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic dbthes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with �r without overhead shower or whirlpool attachments) • 2 Bidet • 2 Combination sink and tray 2 Dental lavatory • 1 Dishwashing machine, domestic 2 Drinking fountaiMcemaker Floor drains 2 • Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 it / Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less ' � 1 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 3 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 3 . 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E . -0 o < < o • o - . >, _ .e z a = e _- / 6 / e / _ / = E / ® _ m ) z z e y u = o e e z Z = = o ) 0 % 3 / - CO 2 - > < _C o 0 • - # * « f ° e c c ® _ lz \ ®� e c0 E » - a S a_ » 0 2 e - = § g g \ / f • \ < - 0 _ . 6 e 0 0 " J } CITY OF ATLANTIC BEACH �� A PLAN REVIEW SHEET S.Makowski \ry Building Department Public Works & Public Utilities Departments H. • ins ci tIFY 800 Seminole Road 1200 Sandpiper Lane p 111•-i _ Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 ! :�', 0 (904) 247 -5800 (904) 247 -5834 P. Kaluzpia. - (904) 247 -5845 Fax (904) 247 -5843 Fax Safety PLAN REVIEW COMMENTS --- Pv_____, Permit Application # ,'6 - cS39.57 Property Address: / G o /1",ew iSQ /, 7 f Applicant: - & "� / eem Project: i 1 / i G J S » 9 /6 /' %& S' e.c_" This permit application has been: Approved as noted by the (jf � -, ,' Department. Final application approval must comi from the Building Department. 0 Reviewed and the following items need attention: • �� . /, i A /1)i i e l - e _ . 1/ 6)4€ / / 4e• /Z 5 l ( 4 e - 4, ,4.? . ee ril.e_2- . . .g4r- ,(A-e- ,- a � - .ac q A - a , / - 4, ..... , 6 - jX2 i-i1 4e C'c - . G...: . X T Please re- submit your application when these items have been completed. Reviewed By: Date: a0 -- t! D 1272 4 i wt / Date Contractor Notified: _ , ,� rr CITY OF ATLANTIC BEACH r � _ PLAN REVIEW SHEET S' Makaw _, Building Department Public Works & Public Utilities Departments L. Hi ins `\ JR1> 800 Seminole Road 1200 Sandpiper Lane S Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 ----; _ .• - (904) 247 -5800 (904) 247 -5834 , 7'�- (904) 247 -5845 Fax (904) 247 -5843 Fax L u ,. Public Safety PLAN REVIEW COMMENTS Permit Application # 6 J3957 Property Address: 7 G a ?/7'-.eis Z/77) Applicant: j S-r eem Project: //itc,) g7» 9 /6 1 WI. C. , This permit application has been: / / I V� Approved as noted by the Y Department. , Final application approval must come from the Building Department. `p Reviewed and the following items need attention: /1 : 'e- _' - : .- .- ._'•e _ _'•_e -- L,a , /ea ....- -rosi. . . - -- - - - -- . . ails. COMMENT 9/25/06: DRAINAGE PLAN DOES NOT SHOW INTERCEPTOR/ /kV REQUIRED AT REAR OF LOT (AS PERMITTED BY SJRWMD). Please re- submit your application when these items have been completed. Reviewed By: Date: W,d‹ Date Contractor Noted: ,..,2- L/ - 7 l JC CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET '. . Building Department Public Works & Public Utilities Departments • • ins 800 Seminole Road 1200 Sandpiper Lane , Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 '• (904) 247 -5800 (904) 247 -5834 _ • . Kal • is . (904) 247 -5845 Fax (904) 247 -5843 Fax Pu • is afety PLAN REVIEW COMMENTS / Permit Application # e6- c'395 Property Address: ?g,eA27S in - T7 � Applicant: t" Project: /Vitt) .57 /1 /ten This permit application has been: ( Approved as noted by the Department. Final application approval must co from the Building Department. ED Reviewed and the following items need attention: �rnya -6 Jy aia 9.22 •o/, Please re- submit your application when these items have been completed. Reviewed By: AIA. e� Date: � q i / ai/ Date Contractor Notified: /► i C 4''` % ' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ` - �� (New / Residential &Commercial) ;il > Date: 01 i V1(TQ Job Address: 100 ga rack S'e LOA c1 Owner's Name: (Q,s-E; c ,, • , t ,, (\C I / _ Address: q `-1 � ,, �� {' U(Nr V(/U 11 CJ EA ✓ ( Fit UP Phone: 2,1(o' 37 L Contractor: NuL W. NI Gh O ( 5 ✓ State License Number: C,G C (510 ( Address: $400 NtQY$ln // vicLC1 w (0 Phone: 24 (1,31 4-7 City: , Pt's `t P U ti 4 [)C(ACt l State: ft Zip: 320E2 Fax: 7i4(0 712i(o Describe proposed use and work to be done: -Q (A.) S F tz Total Square Footage 2'� (� ., (0 Z- J Total Heated Square Footage ( . Present use of land or building(s): Valuation of proposed construction: 5 U7S a.) Is approval of Homeowner's Association or other private entity required? If yes, please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? ❑ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) 249- 5834, Rick Carper, Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERNIITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION, PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904- 247 -5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, ELECTRIC." 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5826 • Fax: (904) 247 -5845 • http:llwww.coab.us Page 2 Revised 6/06 , PUBLIC WORKS AND PUBLIC UTILITIES. FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). ,, +- Name: Q 9Q,n (Y ` , a Q (Sole Mailing Address: 4 C)D v *' L. not iog &I ✓4( i ev 6 FL-2 Telephone: 2- 4(0-31141 Fax: 2.4 (p- 7 ('L <s E -Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upoyeg abov: information being true and correct and that the plans and supporting data have been or shall be provided as required. 1 �4 Signature of Owner:: Date: AS TO OWNER: )� jj�, Sworn to and subscribed before me this li.J day of * i 2 0,e • State of Florida, County of Duval ) Notary's Signature: - – labift... . /an% RtlV RUS.5 personally known Wit ` M Y COMMISSION # on C Signature of Contractor 41 ❑ Produced identification ? o~� ti x�utss .i i • Type of identification produ ed t 1 999-0163 Gonda Nan °�' : 4 ..../ . �� Date: AS TO CONTRACTOR: Sworn to and subscribed before me this , % , (h day of /�! (.� , 20 State of Florida, County of Duval - � Notary's Signature ) gi —Pe rsonally known Produced identification A f RENEE GAIL RUS.S Type of identification pr• d s MY CoMIWSSION 5D4$88O' ' 'tor Fe EXPIRES: juty,l0, 2� (407) 3980163 Rod89- 14otnty 9eriies.c15ra. 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5826 • Fax: (904) 247 -5845 • http: //www.coab.us Page 4 Revised 6/06 Special Information for Owner/Builders DISCLOSURE STATEMENT for Section 489.103(7), Florida Statutes: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner of your property, to act as your own contractor even through you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25,000 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one (1) year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an un- licensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that the people employed by you have licenses required by state law and by county or municipal licensing ordinances. In addition, the owner must supervise construction and becomes liable and responsible for the employees he /she hires. This responsibility includes, but may not be limited to: 1. Workers Compensation, for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for injuries to workers they hire, the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un- licensed contractors cannot be employed under any circumstances. Owners are subject to a $5,000 penalty under Florida Statute #455.288(1) instigated via Building Division citations. An Occupational License is not adequate. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor. Telephone the building Division (247 - 5826 )if in doubt. I h: eby ac owledge that have re and understand all the above on this Day of, ta- CA • • er : 'icier Signature Address Print Name Telephone Number STATE OF FLORIDA: COUNTY OF DUVAL Before me personally appeared to me well known to be the individual and owner builder described in and who executed this instrument and severally acknowledged the execution thereofto be his own free act and deed as such owner builder hereunto authorized. WITNESS my hand and official seal this _ day of, .tAt is Beach. County and ate aforesaid. t C '1'L�. OF FL 14 TARY P _ LI , A Print ., . 14. C Vl-e -f' 3 . MY COMMISSIO - ,. rsonally knows -J2,-471°1/44, My C OMMISSION # 1 D Identification; ,� bnriREG• J Y �O F 4ti . ��, floods Notary 'c (gp7) 398-0 Dock 2006287609, OR BK 13463 Page 626, Number Pages: 1 Filed 8 Recorded 08f17l26 t 08'53 AM, O O Q JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY CJ o RECORDING 310.00 Permit No. Tex Folio No. 1 0.00 NOTICE OF COMMENCEMENT STATE I4 FLORIDA COUNTY OF DUVAL • The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713 Flalda Statutes, the following information is provided in this notice of commencement \ • 1. Description of property (legal description and address, t available): z4f 36 ~4d r ,Se. e i /r �� UxcLar ti M -tom' •by*r 57 , r P5 3 31, 3 r 4 18 - a. 3 c L7vJw CFALI o r 2. General description of improvements: 81/\11 R r....a.. �/ t e • 1 r� 3. Owner Information: 4 i400 (Y) Lan d-/Al. a Lid i(/ _ (a) Name and Addeees:_ 1 St`e�n L.nG r v ! "v"h" I L , ft. 3 z &Sa (b) Owner's interest in the sue of the improvements (11 other then fee simple t8Ue holder): (c) Name and Address of fee simple title holder (if other than owner): • 4. Contrector: f33 +6e,1 1(C-, (a) Name and AddraSS:_ H ^40 rs1,1 �. / 4 / :,•� B/ UCt 4 � . (b) Phone No. - ' C/A _ V r,� CCn (3e t c l-+ y FL. 3 6 �Z :• (c) Fax No. • (Optional, 0 service by fax is acceptable) 5. Surety on any payment bond: • (a) Name and Addresa:_ • (b) Phone No. (C) Fax No. (Optional, if aeroice by fax is acceptable) (d) Amount of bona S 8. lender making loan for the construction of the improvements: • (a) Name and Address! Wachovia Rank, N.A.. Attention Construction Loan Administration. 214 N. Hogan Street, Jacksonville, FL 32202 (b) Phone Na B00 -057 -0182 7. Persona within the State of Fronds designated by owner upon whom notices may be served as provided by Seaton 113.13(1)(a)7, Florida Statutes: (a) Name and Address:_ • (D) Phone NO. • Fax No (Optional. if service by fax is acceptable) 8. In addition to Nmeelf „Owner designates the following person to receive a copy of the Itenors notice as provided In Section 713.13(1Xb), Ronda Statute: • (a) Name and Address._ (b) Phone No. (c) Fax No. (Opdonat, If service by fax Is acceptable) • ' 9. Expiration dale of notice of commencement (the expiration dale is one (1) year from the date of recording unless a different data is specified)._ Y• OWNER: BESTCON, INC. By. �t,• H. W a o ) • ' William H. Walton, Jr., Vice Preeid STATE OF FLO COUNTY OF �1J • The foregQing Instrument was acknowledged before me this day of ;Pity 2 " ( , 2005, by Wiliam H. Walton, Jr., the ;Vice President of BESTCON, INC, a corporation. lie Is personk to me or produced as ktendfcadon. % Il 1 Ifs. (S. a • w . q y. ,'a,.$) 4 (Print Name) W 0.. qE UO . 1 � J , , r Notary Public, State and CouCounty aforesaid * r Commission No.: . . • of . t una 1. O My commissi ex pires: � O • soil( u 31' 4,4..caA • 1• + s i9 rPtieri 5 - Pill et . . «y; • S= Y,dr mu.* 1 'd 5959'°N NOOlS38 Wd10 :17 9002 'ld'aaS t z � CITY OF ATLANTIC BEACH _ PLAN REVIEW SHEET 73. V S.Makows Building Department Public Works & Public Utilities Departments l.. i ins �J;31 >f 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5834 STS. Kal is (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety --- PLAN REVIEW COMMENTS 1L— Permit Application # lQ - .33 % 57 Property Address: 7 G 0 ? //I 7 Applicant: -eQr C - Project: /14A) 7 /6 F �� e....,(-___ This permit application has been: 5g Approved as noted by the (,f /' Department. Final application approval must comi from the Building Department. ❑ Reviewed and the following items need attention: . ., . ill% .4.41t _.. /_i/ .sue d i._. . / .. / i .0 AtaiLd _ _ 1. , ' fiLe a4 22, � G&- /1 pct cif? _ ,¢t A . i r:uQ., -4, ‘/617-k / dad/19-,YCIA.. ,4 f 7 K-e / i 1. e 2 t - - . A2,1---(4.r.c,- � zzs _ a- a- cam ► `� e ,� /°A. _ / /- - 7X4_' 4-e e,62st G,..6-. 127`/ c .ec %_- ..L "zi , , 9-� . Please re- submit your application when these items have been completed. 1 Reviewed By: Date: -g? " -i �o D12 Date Contractor Notified: , - /, ,02'1Cv 7/Q4 '2 m'..9_ Rc t ;p0 c cc, " ___ y J J � � , ` - � ' CTTY OF ATLANTIC BEACH ram m ` `k r PLAN REVIEW SHEET ,� .. . . Routed to: S.Makowski ; Building Department Public Works & Public Utilities Departments L. Higgins olil s'" 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 R. Carper (904) 247 -5800 (904) 247 -5834 D. Kaluzniak (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # t 6- 3 3 9 5/ Property Address: 700 P612- a 7 r 5 1.- Li4 rJ S- Applicant: /� S S r oL vJ Project: St Ai U (J cWki ( S 1 "0.!JC C- y This permit application has been: ) Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: _ .4. , ..Wiliiffarldi l lt---, TI t o :, . .3 s 6�✓�. -z-eyiv Ill 2 ,,, - .._ I tC\ 45.- IIME — D /OW — — Mr - L i � ) -- s 17 kick, 4 L VC:7 L it ( 11 J f_LL) n Ai. 0 iniallrawaramilignaltrAMOMMIMIIII r. 1.-- 0 ‘ II • Please re- submit your app • ation when these items have been completed. Reviewed By: 4, cL, , i rate: r 0 - tt — b Ira Date Contractor Notified: '1a�Ir 3 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET r S.Makowski p Building Department Public Works & Public Utilities Departments L Hi. .ins �O'il 9r 800 Seminole Road 1200 Sandpiper Lane _a • -_ Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 - . - (904) 247 -5800 (904) 247 -5834 Kaluzpia (904) 247 -5845 Fax (904) 247 - 5843 Fax Public afety PLAN REVIEW COMMENTS Permit Application # d l,7 - S39.57 Property Address: 7 G C P/9-,eAk.:Q /.77 � Applicant: e e0 Project: 4) . /1 9 /J /m' Was cic., L, L___... This permit application has been: < El Approved as noted by the Department. Final application approval must come from the Building Department. )1. Reviewed and the following items need attention: 1 1/ . 5`tec,� Grl�itl��/ 6u,CfS @ (tf� �� p,�?i r , S r�e /D'• 3.S ' 1 / 1 A .J/ 6 e /GI- r'h • • • • / 0,4. / ' .� ' _■..' // u• 4 ♦ • l L am . l - ' Q d! • , a' !/ al � 0 . a-' L: ' w► ' 41 � 4 4, 1 L! Mr, r I Q aAJ2 5fhih /io-edi . i2eee ��,/z cga le 311. x.. a. A .5-'.jl'b o� /Pm,P koes mstel mcrhtl ,�ee leSo a. • l l. 7 Ph 9 I C / Aio? ,4t& 2e2 r�ge EcRI. l 5 5'E e Ahice rno0 A A B pr,ii E hik0 f 0 1. 1 .olp Please re- submit your application when these items have been completed. Reviewed By: 4X-212/...&______ Date: yii.,,A, Date Contractor Notified: Plan Review Check List � J 1 of Atlantic beach is in. 120 mph. Exposure C Wind load calculations to match. FBC 106.3.5 Two sets of Product Approval's for all exterior doors, windows, skylights, cladding, garage doors, shutters, roofing, etc showing pressures that they were tested too, including installation instruction's . Wind pressures, pos and neg on all the openings. FBC 106.3.5 %Site specific structural drawings no cookbook engineering.FBC 106.3.5 ✓A full wall section from foundation to roof. FBC 106.3.5 / Show all shear walls. FBC 106.3.5 V Connector schedule for all connections truss, rafters, columns to beams, beams to walls etc. FBC 106.3.5 ✓Egress windows in all bedrooms. FBC R 310 falls 36 " FBC R311.3 r/Front door 36" FBC R 311.4.2 / Garage door to house 20 min fire rating. FBC R 309.1 /Duct penetration in to the garage minimum No. 26 gage sheet metal. FBC R 309.1.1 x518 Type X Drywall ceiling of garage if living space above, 1 /2 all remaining. FBC R 309.2 JC Smoke detectors in all bedrooms and outside each sleeping area etc. FBC R 313.1 Smoke detectors in existing areas to be wired together — remodel FBC R 313.1.1 see Exceptions. k Arc fault branch circuits all bedrooms. (receptacles, lighting, etc) NEC 2000 210.12 (B) Under stair protection. FBC R 311.2.2 r Stair drawing to show thy comply with all of R311.5 width, headroom, riser height, tread depth, profile, Landings, handrails — height — continuity — grip size, Illumination. FBC 106.3.5 ✓ Ri es (diagram e ec nc .1.1 Lead-ealettlatiens for c 1. ./AC4 FBC 106.1.L /Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Daft stopping for floor truss FBC R 502.12 - 'Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. r 7/o /Attic ventilation FBC R 806.1 4 0 ,/Accessibility FBC R 322.1.1 one bath on grade level with 29" clear opening. HP Officejet 7410 Log for Personal Printer /Fax/Copier /Scanner Information Systems 904 - 247 -5845 Sep 22 2006 4:07PM Last Transaction Date Time Type Identification Duration Paqes Result Sep 22 4:06PM Fax Sent 92467126 0:51 3 OK t r 4 CITY OF ATLANTIC BEACH r i BUILDING PERMIT APPLICATION v �Y (New / Residential & Commercial) Date: g ILCf L Job Address: 100 got (a S-c LO A Owner's Name: 3QS+; Q l nG Address: L`•1) sooti'W 1aY1Q(1 n 9 vg( 0 tt to Phone: 7,i(0-3 Contractor: f UL v3. Ni c./1-. 0 ■ 5 < State License Number: C, C (S I O°' if() Address: LHOO Mfr' G UO'dCv' IV VCS d 111 Phone: 24 (03 41 City: , Pnyn+ e J((v& f eorh State: _t Zip: 32-081. Fax: 7,C1(0 1 I VD Describe proposed use and work to be Co CS be done: �Q W S f � Total Square Footage (� , C t S Total Heated Square Footage 1 2. p Present use of land or building(s): Valuation of proposed construction: 5 U 75 OW. C) .) Is approval of Homeowner's Association or other private entity required? If yes, please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? ❑ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) 249- 5834, Rick Carper, Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION, PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904 -247 -5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, ELECTRIC." 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5826 • Fax: (904) 247 -5845 • littp://www.coab.us Page 2 Revised 6/06 ' PUBLIC WORKS AND PUBLIC UTILITIES. FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: QCkAitcy 1st OA l 0c f iCor Mailing Address: 1 CYD tv arcil" L. not k PA v'( (5 1 1 v 6 132082 Telephone: 24 (0' 31 41 Fax: 2 -N (L7 (2 J.e E -Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upo 1 e abov: information being true and correct and that the plans and supporting data have been or shall be provided as required. 1 1 /nl Signature of Owner: 1 > {' Date: AS TO OWNER: Sworn to and subscribed before me this W ilr/ day of '\ Ma 20 State of Florida, County of Duval Notary's Signature: Illib■- �,�,r o, RENEE GAIL RUSS Rersonally known El Produced COMMISSION # DD4•( Produced identification y s EXPIRES: July 1 .2009 Type of identification produ edd ��' 98-0153 Flo rida. Notar �" " � `°"' Signature of Contractor � '> c W k. Date: J AS TO CONTRACTOR: i Sworn to and subscribed before me this j , / day of AL. I I . 4 , 20 State of Florida, County of Duval g ------- - - dill i Notary' s Signature: g f"?ersonally known Produced identification " % RENEE GAIL RUSS Type of identification pr. d MY C OMMISSION * bausaso ll'of wo e EXPIRES: July 10, 2009 (407) 398 -0153 Florida No7ary Serviee.corn 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5826 • Fax: (904) 247 -5845 • http: / /www.coab.us Page 4 Revised 6/06 Doc # 2006287609, OR BK 13463 Page 626, 4 • Number Pages: 1 (Q /� O 6 O 9 S Q Filed & Recorded 08/17/2006 at 08:53 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY (J RECORDING $10.00 • Permit No. • Tax Folio No. / I 1 U O NOTICE OF COMMENCEMENT STATE OF FLORIDA U COUNTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713 Florida Statutes, the following information is provided in this notice of commencement. L 1. Description of property (legal description and address, if available): L ti+ ut re 6 se• Pr's er CU ,'` ` M }- � 57 1D .' 31, 31 A '�� 8 31 c cow 2. General description of improvements: 5 ( ~i,M 1 re. 1 ex F /or, 3. Owner Information: c1400 (nom Sh L ck.A. `y od l (a) Name and Address: S t 4 Q n c. �GJIk c V � .)�,.0h , rt. 3 Z 0 � z e (b) Owner's interest in the site of the improvements (if other than fee simple title holder): (c) Name and Address of fee simple title holder (if other than owner): 4. Contractor: fie f Lic-. (a) Name and Address:_ (-4 (� L 0 C.) I {r S � ) _ /� _ •� n uC' 3 7 (b) Phone No. V CCU ` (J C g C t' l Fe. J Zc.i • (c) Fax No. (Optional, if service by fax is acceptable) 5. Surety on any payment bond: • (a) Name and Address: — • (b) Phone No. (c) Fax No. (Optional, if service by fax is acceptable) (d) Amount of bond $ 6. Lender making loan for the construction of the improvements: (a) Name and Address: Wachovia Bank, N.A., Attention: Construction Loan Administration, 214 N. Hogan Street, Jacksonville, FL 32202 • (b) Phone No. 800 -657 -0182 • 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1)(a)7, Florida • Statutes: • (a) Name and Address:_ (b) Phone No. Fax No. (Optional, if service by fax is acceptable) • 8. In addition to himself, Owner designates the following person to receive a copy of the lienor's notice as provided in Section 713,13(1)(b), Florida Statute: • (a) Name and Address:_ • (b) Phone No. (c) Fax No. (Optional, if service by fax is acceptable) 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is • specified):_ OWNER: BESTCON, INC. BY L) • William H. Wa ton, Jr., Vice Preside STATE OF FLOR rl / COUNTY OF`/ k/ Vd The foregoing instrument was acknowledged before me this day of lJ 1 y Gam"" 2005, by William H. Walton, Jr., the Vice President of BESTCON, INC, a corporation. He is personally kno to me or produced as identification. !" � � (Si a e) %Al 1 Ipl Lou Pontigo & Associates, Inc. Ph: (904)242-0908 CONSULTING STRUCTURAL ENGINEERS Fax: (904)241 -9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 October 5, 2006 Bestcon Homes 4400 Mash Landing Blvd. Ponce Vedra Beach, FL 32082 Re: Plan Review Comments Paradise Preserve , Lot 36 Jacksonville Beach, FL Dear Sir, The purpose of this letter is to address the comments requiring responses. Item #1: is regarding wind pressures per the 2004 Florida Building Code. See sheet S2.0 under Design Specifications. Additionally, see sheet S0.0 "Lateral Loads Components and Cladding" for actual wind pressures. Item #2 is regarding the steel column shown on architectural sheet A2.1. The steel column is not required for structural support. Item #3 is regarding HVAC duct. This item should be handled by Architect. Item #4 is regarding location of electrical panel box. This item should be handled by Architect. Please contact us for any further questions. Sincerely, = A 4 ii 4 Robert Sprehe, E.I. III'; f (3f ! (ii, P 1 B RE ISED r!- IIIIMIN L I L`OtJ 61ti 1 P.E. Please contact us at the following email addresses: comments @Ip -a.com or drawings @Ip -a.com lorida Building Code Online http: / /floridabuilding.org/pr /pr_ app _dtl.aspx ?param = wGEVXQwtDq... .011" a l w IC°IrIS Mfe..x rem "=�•. y��^ /- l e .• . DEPARTMENT muniYV Affairs 1i��,I) �.1 ,..' - _. , ,' rOCA NOSE A60UT DCA r 'T =3 3 no.paa••nwrna BCIS Home Log In Hot Topics} Submit Surcharge. Stats & Facts Publications FBC Staff, BCIS Site Map! Links Search''. i Product Approval USER: Public User Community 1 Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4334 -R1 Application Type Revision •BUILOINO CODES Code Version 2004 • FLORIDA COMMUNITIES Application Status Approved TRUST Comments •FRONT PORCH �, t,, Archived EEMETtGENCY MANAGEMENT *OFFICEOFTHE Product Manufacturer Masonite International •NEWS ; Address /Phone /Email One North Dale Mabry •FREQUErmiib . Suite 950 QUESTIONS Tampa, FL 33609 • ABOUT OUR SECRETARY (615) 441 -4258 • E- MAK. THE SECRETARY sschreiber @masonite.com •INSPECTOR GENERAL •WEB ASSISTANCE Authorized Signature Steve Schreiber • CONTACT LIS sschreiber@masonite.com • OUR LOGO •OCA EMPLOYEE Technical Representative SERVICES Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/08/2005 1 of 4 7/18/2006 11:31 AM lorida Building Code Online http: / /floridabuilding.org /pr /pr_ app _dtl.aspx ?param= wGEVXQwtDq... e nominal size Max DP = +50.0 / -50.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FL0123 -05 for additional information. 4334.8 Fiberglass Side - hinged Door 6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size Max DP = +60.0 / -60.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FL0122 -05 for additional information. Back 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: R ,. 8? 4 of 4 7/18/2006 11:31 AM v o.WN- c OD 01 E5 t›)..0-1 Z Z Z A a Z cn A W N OJ 117 1 3- 00 00) • • O ,00,,, r a a n n 0°A� Z = oAM vZ2r4 f rm � - O ® ® ® 4. 0 ( Z / -1 T °O ?N CN l ( -j ➢ O Z ,-,-0 G > A U 11 ®® O %,r.,m z O () O .T ` ) 1101 A Z CO 1T7 A000? (CQ m v� Oy N f� Or m z 1"" ©L�: -�y� r . 9PLlO r C O N i Z m z r, m r STS °m Z° -- T,260 O° Z , 171 k.... N OO N O m ~ Nm Z N Z Z y y O, f r. l ti my F °I pp 1 ttn R. O m x -, - 2 m O Cl o OC) A O ° O m oln`C p a 5 R. 1k. m A O I InI z N y a om v m o-n n N H o, 11 DD 7> Z ? 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A (m U b + + + ++ CO - •- - ._ - m x. 00000 -• Z Do Z l TIIIIIZm 2 O Ai+AA V o° C(.:; O r D 000 0 O my C T 3 00000 c0iA 1 i' T + + + + + Z O m ii fn o 0 o0 In O A$ (n D ` O U 000 O ♦ ♦ ° I I I I I �� . _. __ ID en i s U CnJ :m in C r r'1 0 + 0 00° (/) j (n (n In (P O 1 ® 0 ._.. 0 A ® ® ® 0 V ®�D 00 mN o U U U U® Q °n m = x r m O MAX. PANEL HEIGHT 79.250" M' 1 ' ' r PRODUCT: tXT ERIOR ASONITE INTERNATIONAL CORP. M I � � EXT PRODUCT" I E " - N 000BLE 6'8" OPAQUE - 1 o Z C 4/25/05 ANCHORS & PLASTICS SWS FIBERGLASS 000R 7300 REAMES RD. o p cn -1 - B 3/1/05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 -7':' cn 0 A 2/22/05 ADDED GLASS DETAIL SWS TYPICAL ELEVATIONS IN N NO. DATE BY & GENERAL NOTES N REVISIONS • W O Z m m y ;.Z AO r1 O D a N A m O AN a V C A D '� v v v z< t;•& � 1 e0 *�- v & i 1{1 e v , ,.. 0 1.1• ' ) .,,, a �� //� // I '. . . I . . : ># ., ; , \ A cN , ... © A p ® © e e e 0.) e f -' e © Or; ee , � � a N C 00 © m v . • A p ' v _ !: 1_,� o p ® 1 � vi. II IL,vj, © e e PI r Ae • p nztz mA Ric W., e a.b o L I, il A D6 it " a ®® ® II. , v VII _ a ®® e n 1 a .....,.....„ .,_..,.._...._......_,::,...,,.........,., - i;,�^' R..° � 1,_)111 1 _ 11 4 11— •- - J I t f7 ._........,„...„ %: vo J iL1 © 1 �� v I :.f ° D O e $ NR 0 9 ee e e ©ee r _, A e ® e x I ® n m 1 mVrO Z Z ~ Z N r 0 0 � � O ^ �•J'LjL�%J e m a / A m z A .. • a N C 2 pt. e' O e ®111111Er ■ .— . �r (:ill 1 . .. •. z i k 1 J L L kO4 .,„.._,,,, ( L ° A e l 8 riii LJ,� e e09 II ' z g PROO T DOOR PRODUCT' MASONITE INTERNATIONAL CORP. I ° N 8' 6' - FIBERGLASS OPAQUE E z o Z' C 4/25/05 ANCHORS & PLASTICS SWS DOUBLE DOOR 7300 REAMES RD. 4 ° cn -i BB 3/1/05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 I" o o A 2 22/05 ADDED GLASS DETAIL SWS NO. DATE BY CROSS SECTIONS 1 ,5" 1 , REVISIONS il El E3 n F-- 31" 31" .—.. 7.375" — — ci U ' 'm 0 m r � —�� -I I 1 _ 1 I I --- °': al ' . l _ w I • —__t --Tr i I I . • w O T— W m pi m m 01 m I . • I __ . di p gi .., I I l el . • F ''. � .�. L —7 o m I ( m = m rn n � o O 0 . L w o " II — I L • _ I ... I 1 I (./) n I w - - I I : - H= p ' a r`1 co a ni I -I ® 1 1 Iv® I— o y N - 4 MORE EQUALLY. SPACED I Z A Z A \ ! - 6" O 6" )" rn n J m op r- }a 4 MORE EQUALLY SPACED -i a o m O ' m 0 x . 0 6" — r ,...‘... ........,.._.......... ,„, 1 1„... im....,....timiram_____,I rn �. y \ 41.250" r L �' �_I 1 I �� 1 1�® n o VI --I AJ D X / m u) -I 4O r D Q 1 2 co 0 m co m �mcnpr ' I 1 .0W I I�� I • I _. X r D 2 �pmz 01 om p :m `L 6 2 1 CO F CJ 00 C 7.375" — 2 G) 31" Iii 31" 1 • 2 2 2 m p I- r (1! vc PRODUCT: IV i N ' EXTERIOR DOOR PRODUCT" MASONITE INTERNATIONAL CORP. Iw. 4, 3 Z ' C 4/25/05 ANCHORS & PLASTICS SWS B DOUBL 0 OR MIT 7300 REAMES RD. 0 0 CA -y -• B 3/1/05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 2821 6 I N in 0 A 2/22/05 ADDED CLASS DETAIL SWS N o U N0. DATE BY ANCHORING LOCATIONS i 1 `" REVISIONS & DETAILS W N p t O�� OD—I r v) CO - n- --, (n> D A = z i i; nm Z ?C000 D D 31" 31" m r K •-'> N� OZ ° 7.375" -- cn O U) W K z n cn co -n 0 cn r- -i ci m z NCO oz0M m0'7�Z cA C9 F= �"' < .Ho rnK * r D mrn ° �r(n D O-1 - Ow 0 Z I m*C w r m Inm OrnM V)r °w) V) 3 :C W 1 _ C N � m W Om Z \ ZC 22 r0 m �c 1+K =5 =- r-mmmM Z k1� \ pi ' cj r� — mC7 m ' m m cnm0 rn co rn o p -1 2 rn D ° oWm -I z .0 , 2rn� ° �� Z �C7 °m • D n mrZ m V Z i � 2 1 � r 7 � -i = v® T. • m A nor f*7 p� °(n U) wr• , w o o n >rn map .4114110. L • 73 z m == zzZ A ,, - 4-m CD c z Da- - D (n v - -1 - 71 ' • O 00 ZOZ w I i W P WO K a r G I • O fTl 2 K 0 ae Pl m Z '_ - 4 MORE EQUALLY SPACED om . el 6" 0 XD 6 r wF `; 5.5" - 41.250" c'; L ' -1 1 T 1® 1 in 1 -' R, . rn m t - wit . I` - -II= . • • 8 i i = T :_ T ______ 0,. � w I . m w ` — 1 ®! O 1 1 h® 1 —, 4 MORE EQUALLY SPACED (.' O w - F d 1 2 l' 2 PRODUCT: "EXTERIOR DOOR PRODUCT MASONITE INTERNATIONAL CORP. I i F N 6' -8' FIBERGLASS OPAQUE 7300 REAMES RD. 1' , o C 4/25/05 ANCHORS & PLASTICS SWS DOUBLE DOOR UNIT o 8 IU 3 1/05 FLORIDA CHANGES SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 N o A 2/22/05 ADDED GLASS DETAIL SWS ANCHORING LOCATIONS in o NO. DATE BY & DETAILS u REVISIONS lorida .wilding Code Online http : / /floridabuilding.org /pr /pr_ app _dtl.aspx ?param= wGEVXQwtDgt... 'Hee koob Fi wC1 rilp nit Affai o N6 r MOO DCA r ACA pRoGRAM8 r Ct1M1AC7 DCA MADRE MP BCIS Home !, Log In " Hot Topics Submit Surcharge Stats & Facts', Publications FBC Staff', BCIS Site Map Links Search Product Approval # i USER: Public User Community', Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail DOA P ANwIND FL # FL1008 -R1 o ONG 006RAUNITY ': Application Type Revision rtt Code Version 2004 Application Status Approved Comments FE IeMENev Archived aa c Product Manufacturer Georgia- Pacific Corporation s�t�WY Address /Phone /Email 1000 North Park Drive Roxboro, NC 27705 (336) 599-1000 jhkaiser @gapac.com Authorized Signature Joe Kaiserlik jhkaiser @gapac.com _:.:_ _:.w__ __T . Technical Representative Joseph H. Kaiserlik Address /Phone /Email 1000 North Park Drive Roxboro, NC 27573 jhkaiser @gapac.com Quality Assurance Representative Randy Graham Address /Phone /Email 310 Cypress Road Ocala, FL 34472 rrgraham @gapac.com Category Structural Components Subcategory Engineered Lumber Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity APA - The Engineered Wood Association Validated By APA - The Engineered Wood Association Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM D 5055 2000 Equivalence of Product Standards Certified By Sections from the Code 2301.4.11 Product Approval Method Method 1 Option C 1 of 2 6/27/2006 3:32 PM 'Iorida Bu ilding Code Online http:// floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgt... Date Submitted 06/15/2005 Date Validated 02/10/2006 Date Pending FBC Approval 01/19/2006 Date Approved 02/10/2006 Summary of Products FL # Model, Number or Name Description 1008.1 WI Series I -joist prefabricated wood I -joist Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 1008 R1 T Certification of Independence WI Design Pressure: +/- 2005.pdf Other: Not for use in HVHZ. Adherence to PTID 1008 R1 T NER -707 letter to client NER -707, Section 7.0 and to the manufacturer's concerning Florida Building Code.pdf installation instructions. PTID 1008 R1 T NER707.pdf Back 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: AB?Rd.'E 2 of 2 6/27/2006 3:32 PM lor'ida Bulling Code Online http : / /floridabuilding.org /pr /pr_ app _dtl.aspx ?param = wGEVXQwtDq... ,, ' ' F It'''' '''.'1: x a l y N a :' ,,..1,1'' f C ► n t Affairs a.lL o it-, ?I. .t .. . _ '.., ... „ „i, ..:' . .. "- ` ocA HOOP r ,BOUT DCA r DCA PROGRAMS r CONTACT GCA , oCA WI MAP ' ` "' € BCIS Home Log In ! Hot Topics1 Submit Surcharge! Stats & Facts', Publications', FBC Staffl BCIS Site Map Links! Search i l k 1 ; Product Approval �� , ((�] aii� ^ ` USER: Public User ; Community , Affairs , a Product Approval Menu > Product or Application Search > Application List > Application Detail " ' 1 COMMUNITY I Il.1Wi+�t FL # FL2023 -R1 FROWNED SCOf MtM Y Application Type Revision ORVeu°Pe ENT Code Version 2004 Application Status Approved Comments ∎Y Archived MFrr 10 OFFICE OF THE Product Manufacturer Georgia- Pacific Corporation SECRETARY YV II� Address /Phone /Email 1000 North Park Drive Roxboro, NC 27705 (336) 599 -1000 jhkaiser @gapac.com Authorized Signature Joe Kaiserlik . jhkaiser @gapac.com allaillil _ Technical Representative Joseph H. Kaiserlik ' ' Address /Phone /Email 1000 North Park Drive Roxboro, NC 27573 jhkaiser @gapac.com Quality Assurance Representative Gary Bittner Address /Phone /Email 1000 North Park Drive Roxboro, NC 27573 (336) 599-1000 jgbittne @gapac.com Category Structural Components Subcategory Engineered Lumber Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity APA - The Engineered Wood Association - Validated By APA - The Engineered Wood Association Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM D 5456 2003 Equivalence of Product Standards + Certified By Sections from the Code 2301 Product Approval Method Method 1 Option C 1 of 2 6/27/2006 3:32 PM lorida Building Code Online http: / /floridabuilding .org/pr /pr_app_dtl.aspx ?param = wGEVXQwtDq... Date Submitted 06/15/2005 Date Validated 08/10/2005 Date Pending FBC Approval 08/11/2005 Date Approved 08/24/2005 Summary of Products FL # Model, Number or Name Description 2023.1 G -P Lam LVL laminated veneer lumber Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 2023 R1 T Certification of Independence Design Pressure: +/- GP -Lam 2005.pdf Other: Not for use in HVHZ. Adherence to PTID 2023 R1 T Ner559.pdf NER -559, Section 7.0 and the manufacturer's installation instructions. Back, 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: :41 se iBob 2 of 2 6/27/2006 3:32 PM )orida Building Code Online http:/ /floridabuilding.org /pr /pr_app_dtl.aspx ?param = wGEVXQwtDq... , ,� .ax s r�. x , nt r r t k L 'f* ' �( r..... r. corer AIYou, r oCAPROOAAIdar CCNTACTOCA i BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff' BCIS Site Map Links Search vt t Product Approval .11 USER: Public User Community I" II Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail IODN ft TYPtANMNG. FL # FL2147 - PHous 400 *M»flY; Application Type Revision au r►r� Code Version 2004 Application Status Approved Comments E mERGENc y Archived MoomemENT ►oFFICEO rnt Product Manufacturer Georgia- Pacific Corporation sEGRETARy Address /Phone /Email 1000 North Park Drive Roxboro, NC 27705 (336) 599-1000 jhkaiser @gapac.com Authorized Signature Joe Kaiserlik jhkaiser @gapac.com Technical Representative Joseph H. Kaiserlik Address /Phone /Email 1000 North Park Drive Roxboro, NC 27573 jhkaiser @gapac.com Quality Assurance Representative Denise J. Fluharty Address /Phone /Email 234 Forest Road Skippers, VA 23879 djfluar @gapac.com Category Structural Components Subcategory Engineered Lumber Compliance Method Test Report Testing Lab APA - The Engineered Wood Association Quality Assurance Entity APA - The Engineered Wood Association Validated By APA - The Engineered Wood Association Certificate of Independence Referenced Standard and Year (of Standard Year Standard) Chapter 23 2004 Equivalence of Product Standards Certified By Sections from the Code Section 2301 Product Approval Method Method 1 Option B 1 of 2 6/27/2006 3:32 PM lorida Building Code Online http: / /floridabuilding.org /pr /pr_ app _dtl.aspx ?param= wGEVXQwtDq... Date Submitted 06/15/2005 Date Validated 08/10/2005 Date Pending FBC Approval 08/12/2005 Date Approved 08/24/2005 Summary of Products FL # Model, Number or Name Description 2147.1 Rim Board Plus FiberStrong Rim Board Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: PTID 2147 R1 I 127520f11.pdf Approved for use outside HVHZ: Verified By: Impact Resistant: Test Reports Design Pressure: +/- PTID 2147 R1 T GP- Skippers edgewise bendinq.pdf Other: Not for use in HVHZ. Application PTID 2147 R1 T T2002P 61 %20GP %20Grenada %20RB +.pdf is in accordance with the manufacturer's PTID 2147 R1 T T99P -8 GP Skippers rim board.pdf installation instructions. Back 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: all El Y Beovt 2 of 2 6/27/2006 3:32 PM IES LEGACY REPORT NER -559 Re- Issued July 1, 2003 Business/Regional Office • 5360 Waivnan Mill Road, Whittier, California 90601 • (562) 699-0543 ICC Evaluation Service, Inc. Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 W W W. i cc -es. o rq Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 Legacy Report on the 2000 International Building Code with 2002 Accumulative Supplement to the International CodesTM the 2000 International Residential Code with 2002 Accumulative Supplement to the International Codes M , the BOCA National Building Code /1999, the 1999 Standard Building Code ® , and the 1997 Uniform Building Code TM VI RROMAQIEHICORPOWION mm) to 5 -1/4 inches (133.4 mm), widths of 1 -1/2 inches (38.1 00 NORTH PARK DRIVE mm) to 48 inches (1.2 m) and lengths up to 80 feet (24.4 m). ROXBORO, NORTH CAROLINA 27573 3.2 Design and Allowable Stresses Division 06 — ' LtP "�" 4 1 t ., „ -r ° " ° e i + Section 06170 —n 8 ?; Design provisions for solid -sawn lumber contained in the �t . � applicable Code and the American Forest and Paper 1.0 SUBJECT Association's (AF &PA) National Design Specification for Wood Construction (NDS) are applicable for G -P Lam LVL G -P Lam® Laminated Veneer Lumber unless otherwise noted in this report. Allowable design stresses are tabulated in Table 1 of this report. These 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT allowable stresses are applicable for covered dry conditions of use (applications where moisture contents do not exceed Structural 16 %) in members where loads are of "normal” duration. For loads of other durations, the adjustment factors specified by 3.0 DESCRIPTION the applicable code for solid -sawn lumber are applicable. 3.1 General An increase of 4% in the tabulated allowable bending stresses is permitted for bending members qualifying as G -P Lam Laminated Veneer Lumber (LVL) is a structural repetitive members in accordance with the NDS. composite lumber product manufactured by Georgia - Pacific Allowable design values for bolts installed perpendicular to Corporation. The product is manufactured by laminating the glue lines of the G -P Lam LVL are as provided in the Southern Pine or Yellow Poplar veneers (or a combination of applicable code for Douglas Fir -Larch (G = 0.50) solid sawn the two called Eastern Species) which are graded by a lumber. nondestructive process with an additional visual grade override as described in the G -P Lam LVL manufacturing Allowable design values for nails loaded laterally or in standard. Veneer thickness used to produce the product withdrawal are as provided in the applicable code for Douglas includes 1/8 and 1/7 inch (3.2 and 3.6 mm) thick veneers. Fir -Larch (G = 0.50) solid sawn lumber. Nails installed The veneers are end - joined during billet assembly. Each perpendicular to the glue lines on the wide face of the G -P veneer is coated on one side with an exterior -type adhesive Lam LVL are permitted to be installed in accordance with the conforming to ASTM D 2559. Assembled veneers are hot applicable Code. Nails installed parallel to the glue lines on pressed for a prescribed time to cure the glue lines and the edge (narrow face) of Southern Pine, Yellow Poplar, or produce a uniform thickness LVL billet. For product Eastern Species G -P Lam LVL 3/4 inches (19.1 mm) thick or thicknesses greater than 1 -3/4 inches (44.5 mm), the thicker and 3 -1/2 inches (88.9 mm) wide or wider shall be manufacturer laminates either multiple layers of 1 -3/4 inch installed at a spacing of not less than 6 inches (152.4 mm) on (44.5 mm) thick material with a low temperature phenol center for 10d and 12d common nails or 14 gauge staples. resorcinol which meets the requirements of ASTM D 2559 or Yellow Poplar G -P Lam LVL 1 -3/4 inches (44.5 mm) thick or produces a 3-1/2 inch (88.9 mm) thick LVL billet in the hot thicker and 3 -1/2 (88.9 mm) wide or wider shall be nailed at press. a spacing of not less than 4 inches (101.6 mm) on center for G -P LVL products have been tested and assigned design 10d and 12d common nails or 14 gauge staples. Southern values for use in structural applications (see Section 3.2 of Pine or Eastern Species G -P Lam LVL 1 -3/4 inches (44.5 this report). The product is under continuous, daily quality mm) thick or thicker and 3-1/2 inches (88.9 mm) wide or wider inspection with periodic third -party inspection to assure a shall be nailed at a spacing of not less than 6 inches (152.4 quality product. mm) on center for 10d and 12d common nails or 14 gauge G -P Lam LVL is used as beams, headers, joists, rafters, and staples, and 5-1/2 inches (139.7 mm) wide or wider members prefabricated I -joist flange stock. It is available in 1.7E, 1.8E, shall be nailed at a spacing not less than 4 inches (101.6 2.0E, and 2.2E grades and thicknesses of 3/4 inches (19.1 mm) on center for 10d and 12d common nails or 14 gauge staples. 16d common nails installed parallel to the glue lines ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as S ' an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. y0 e Page 1 of 3 Copyright © 2003 Page 3 of 3 NER -559 TABLE 1 G -P Lam ®, 1.7E, 1.8E, 2.0E and 2.2E LVL Allowable Design Stresses' (pounds per square inch, psi) AXIAL JOIST /BEAM PRODUCT GRADE(2) F, Fc Fb(3,5) Fv E Fci THICKNESS SPECIES (x 106) 1.8 -YP 1900 2325 2950 285 1.8 750 3/4 -inch 2.0 -YP 2125 2750 3150 285 2.0 750 to 1.7 -SP 1825 2400 2600 400 1.7 900 5-1/4 inch 2.0 -SP 1825 2750 3150 400 2.0 900 2.2 -SP 2050 3310 3250 400 2.2 900 2.0 -ES 1825 2750 3150 285 2.0 750 Notes: 1. Allowable design stress adjustments shall be in accordance with the applicable code. Adjustments to E and Fci are not allowed. 2. Yellow Poplar - YP, Southern Pine - SP, and mixed Yellow Poplar and Southern Pine - ES. 3. Fb allowable design values are for 12 inch depths. For other depths, multiply by the factor below or (12/d) For depths less than 3.5 inches, use the factor for the 3.5 inch depth. Depth (in.) 3.5 5.5 7.25 9.25 11.25 12.0 16.0 18.0 20.0 24.0 Factor 1.15 1.09 1.06 1.03 1.01 1.0 0.97 0.96 0.94 0.93 When a 2- or 3 -ply member is assembled with adhesive into a beam at the Georgia - Pacific Engineered Lumber Plant, a 5 percent increase in Fb is permitted. This increase in allowable bending does not apply to field assembled multiple -ply beams. 4. Allowable tension design values (F,) in the table reflect a volume effect correction. Therefore, when G -P Lam LVL is used as a component of engineered lumber products manufactured by Georgia - Pacific Corporation, F, is not required to be used as a limit for allowable design stress. 5. A G -P Lam LVL joist which qualifies as a repetitive member in accordance with the NDS is permitted to have Fb increased 4 percent in addition to the depth factor multiplier in Note 3. 6. SI conversion multiply: inches by 25.4 to obtain mm. psi by 0.00689 to obtain MPa. A P A The Engineered Wood Association Borjen ( "B.J. ") Yeh, Ph.D., P.E. Director Technical Services Division August 10, 2005 Mohammed Madani Department of Community Affairs 2555 Shumard Oak Blvd. Tallahassee, FL 32399 -2100 Re: Certification of Independence - FL1008 -R1 WI I- Joists f. 0 `; q , Dear Mr. Madani: This is to certify in accordance with Section 9B- 72.110(1) and (2) of the Department of Community Affairs - Florida Building Commission that APA - The Engineered Wood Association, as a FBC- certified test laboratory (TST2513), third -party quality assurance agency (QUA2521), and validation entity (VAL3120), does not have, nor does it intend to acquire or will acquire a financial interest in Georgia- Pacific Corp., Atlanta, Georgia. Furthermore, APA - The Engineered Wood Association is a non - profit trade association, which is not owned, operated, or controlled by Georgia - Pacific Corp., Atlanta, Georgia. Please contact me if there are any questions concerning this certification of independence. Sincerely, Borjen ("B.J.") Yeh, Ph.D., P.E. Director Technical Services Division E -mail: borjen.yeh a(�.abawood.orq 7011 South 19th Street, Tacoma, WA 98466 Phone: (253) 565 -6600 • Fax: (253) 565 -7265 • Internet Address: http: / /www.apawood.org Page 4 of 15 NER -707 Figure 1 - WI Series Joist Details WI40 b = 2 -1/2 " h "" t t = 3/8" d = I -1/2" l d h = 9-1/2", 11 -7/8 ", 14 ", 16" WI 60 b = 2 -1/2 " t = 3/8" d = 1 -1/2 " h = 9- 1/2 ", 11 -7/8 ", 14 ", 16" WI80 WI 80A b = 3 -1 /2 " b = 3 -1/2" t = 3/8" t = 3/8" h = 11 -7/8 ", 14 ", 16 ", 18" and 20" h = 9 -1/2 ", 11 -7/8 ", 14 ", 16 ", 18" and 20" WI 85 b = 3 -1/2 " t = 19/32" d = 1 -1/2 " h = 11-1/4", 2 and 24" Detail Notes: b = Flange width d = Flange thickness h = Joist height Note: To convert inches to mm, multiply by 25.4 t = Web thickness Page 5 of 15 NER -707 Figure 2 - Hole Chart WIe Series Joist Round Hole Chart for Residential Construction � I See values I See note h values in table i I #4 r I ' in table r " Chart 1 - Minimum Distance From Inside Face of Support to Nearest Edge of Round Hole Round Hole Diameter Series Depth 2" 3" 4" 5" 614" 7" 8" 8 - %" 10" 10' 12" 12 3 4 14" 14 3 A" 16" 9 -1/2" 0' -6" 1' -0" 2' - 3" 3'_9 5' WI 40 11 -7/8" 0' -6" 0'-6'" 0" -9" 2' -O" 3' -9" 4' -9" 6' -3" 7 14" 0 1 -6 " 0' -6 " 0' -9" 1' -0 " 2' -0" 2' -9" 4' -3 " 5' -0" 7-3" 9" -0" 16" 0' -6" 0 " -6" 0' -9" 1' -0" 1 1' - 0" 2' - 3" 3' -0" 5' -0" 6' -0" 8' -3" 10' -3" 9 -1/2" 1' -0" 2' -3 " 3'-6 " 5' -0" 7' -0" 11 -7/8" 0' -6 " 1' -3 " 2'-6" 3' -9 " 5" -6" 6 8 "_3 " 9 WI 60 14" 0 " 0' -6" 0'-9 " 1' -9" 3' -3" 4" -3" 6" -0" ° 7' -0" 9 " - 9" 11' - 3" 16" 0 " -6" 0 " -6 " 0 " -9 " 1-0" 1.-0" 2'_0 " 3-9" 4' -9 " 7" -3 " 8-6" 11' -3" 13-3" 11 -7/8" 1' -3" 2' -6" 3-9" 5-3" 7' -0" 8' -3" 9" -9" 10'-9" 14" 0' -6 "" 1" -0"" 7-0" 3 - 6 "" 5 " 0" . 6" 0 "" ,"_9 "" 9` 0" ° 11'-9" 13-0" WI 80 16 " 0" -6 " 0 ' -6 " 0 " -9 " 1' -6"" 3-3" 4 -8" 6' -3 " 7.3 9" -9" 11'-3" 13-9 " 15-3" 18" 0' -6 " 1' -0" 2' -0" 3-3" 4-g" 5' -9" 7' -0" T-9" 9' -9 " 10' -9 " 17 -9" 14-3" 16" -6" 18' -3 " 20" 0' -6" 1' -0" 2' -0" 3_3" 4' -6" 5-6" 6 -6 ", 7 -3 "" 9'-0" 10' -0." 11" -9" 13" -0"" 15'-3" 16'-6" , 19' -3 "" 9-1/2" 2' -0 "" 3' -6" 4' -9" 6' -3" ' 8-3" 11 -7/8" 1' -6 " 2' -9" 4' -0 " 5 "-6 " T -3" 8'-6" 10' -0" 1V-0" WI 80A 14" 1' -0" 2" -3 " 3'-6" 4 " -9 " 8-6 " 7' -6 " 9' -0" 10' -0 " 12' -3" 13'-3" 16" 8-6 " 1' -0" 2' -3" 3' -6" 5' -3" 6-3" 7' -g" 8-6" 10' -6 " 11' -9 " 14' -0 " 15' -6" 18" 0'-6 " 0' -6" V-6" 2' -9" 4-3" 5' -0" 6' -3 " 7-3" 9' -0" 10' -0" 12'-3" 13-9" 16' -0" 17"_9" 20" 0" -6" O'-6" 1-3" 2" -6" 3-9" 4' -9 " 5" -9 " 8-6" 8-3" 9' -3" 10' -9" 12' -0" 14' -6 " 16' -0" 18' -9 " General Notes for Hole Charts 1 and 2: 1. Hole locations in Chart 1 are based on worst case of simple and multiple span conditions with uniform floor loads of 40 psf live and 10 psf dead (12 psf dead for WI 80 and WI 80A), at spans not greater than those shown in the span tables. 2. Hole locations in Chart 2 are based on simple span condition only with uniform floor loads of 40 psf live and 10 psf dead (12 psf dead for WI 80 and WI 80A), at spans not greater than those shown in the span tables. ° 3. Distances shown are from the inside face of any support to the nearest edge of the hole. 4. For holes greater than 1.5" diameter, minimum clear distance between a) two round holes is 2 times the diameter of the larger hole b) a round hole and a duct chase is the larger of 2 times the hole diameter or twice the duct chase width 5. Holes not greater than 1.5" in diameter can be placed anywhere in the web, but the hole must be spaced a minimum horizontal clear distance of 2 times its diameter (but not less than 1 ") from any adjacent hole. 6. No more than 1 duct chase is permitted per span. 7. Small round holes may be substituted for a single large hole if they fit within the circumscribed area of the large hole. 8. A square hole may be substituted for a round hole if the edge of the square hole does not exceed three - fourths the round hole diameter. 9. For multiple span Hoists, use the longest span to determine hole location in either span. 10. All holes shown on these charts may be located vertically anywhere within the web; a clear distance of at least 1/8" must be maintained from the hole edge to the inner surface of the closest flange. Page 6 of 15 NER -707 Figure 2 - Hole Chart (continued) Wle Series Joist Duct Chase Chart for Residential Construction Leave 1 /3" web between ` Duct Chase duct chase and Range Width ' See values See values in table / 1 in table Chart 2 - Minimum Distance from Inside Face of Any Support to Nearest Edge of Duct Chase Hole Duct Chase Width Series Depth 8" 10" 12" 14" 16" 18 20" 22" 24" 9-1/2" 3' -0" 3' -6" 3' -6" 4' -0" 4' -6" 4' -6" WI 40 11 -7/8" 4' -6" 4' -6" 5' -0" 5'-6" 5' -6" 6' -0" 14" 5'-6" 5 -6" 6' -0 6" -6 " 7' -0" 71-0 " 16" 6' -6" 6-6" 7' -0" 7' -6" 8' -O" 8'-6" 9-1/2" 2' -6" 3' -0" 3' -6" 4' -0" 4' -0" 4'-6" 11 -718" 4' -6" 5' -0 " 5'-0" 5' -6" 6' -0" 6' -6" WI 60 14" 6' -0" 6' -6" 6" -6" 7' -0" 7' -6" 8' -0" 16" 7' -6" 7' -6" 8' -O" 8" -6" 9' -O" 9'_6'" 11 -7/8" 5' -0" 5' -0" 5' -6" 6-0" 6-6" 7' -0" 7' -6" 8'-0" 6-6" WI 80 14" 6' -6" 7' -0" 7' -0" 7' -6" 8' -0" 8' -6" 9' -0" 9' -6" 10' -0" 16" 8' -0" 8' -0" 8' -6" 9' -0" 9' -6" 10' -0" 10' -6" 11' -0 " 12' -0 " 18" 8' -6" 9' -0" 9' -6" 10' -0" 10 " -6" 11' -0" 11' -6" 12' -0" 12' -6" 20" 10' -0" 10' -6" 11' -0" 11' -6 " 12' -0 " 12' -6" 13' -0" 13' -6" 14' -0 " 9-1/2" 2' -0" 2' -6" 3' -O" 3' -6" 4' -0" 4' -0" 4' -6" 5' -0" 5' -6" 11 -7/8" 4 ' -0 " 4 ' -6 " 5 ' -0 " 5 " -6 " 5 "_6" 6' -0" 6 ' -6 " 7" -0" 7'-6" WI 80A 14" 5' -6" 6 " -0 " 6 " -6" 7' -0" 7' -6" 8' -0" 8' -6 " 9' -0" 9' -6" 16" 7' -0 " 7' -6 " 8' -0" 8' -6" 9' -0 " 9' -6" 10' -0" 10' -6 " 11' -0" 18" 9' -6" 9' -6" 10' -0" 10` -6" 11' -0 " 11' -6" 12' -0" 13' -0" 13' -6 " 20" 10' -6" 11' -0" 11' -6" 12' -0" 12' -6" 13' -0" 13' -6" 14' -6" 15'-0" Page 7 of 15 NER -707 Figure 2 — Hole Chart (continued) Hole Spacing Minimum distance between duct chase and round holes. / D / Duct Chase Duct Chase innimum spacing lklidth equals the greater of 2x duct chase width or 2x3 Hole Spacing (con't) Minimum distance edge to edge between round holes. 2u fniri if = � � f � j / � r - A r ' r . , I rr i,9 �`r s oaf Page 8 of 15 NER -707 Figure 3 - Bearing and Web Stiffeners Bearing stiffeners shall be installed flush with the bottom flange while web stiffeners shall be installed flush with the top flange. x . Gap {1/4" +! -) rr `,, ,M 1 ; lid - 2 +/- a F 1 _ 7 _, 1 Clinch naffs When poss i " i Use 10d nails for WI 40 and 60; i 12d for WI 80, WI 80A and WI 85, 11 -1/4" (12d common or I - `-.— 1 16d sinkers for WI 85, 22" and 24" deep I joist) 2 + l- T �`i C ` ` , ` W"'S�' i '4 xi' µ , C �� 4 y � b t a wry i, l L �K , .Da. ,,,,,,,: , =4 s „ tat n% -For 9 -1/2" to 16" deep 1 -joist use 3 nails staggered as shown above -For 18" to 24" deep I Joist use 3 nails staggered from each side to minimize splitting either stiffener. Page 10 of 15 NER -707 Figure 5 - ONE HOUR Fire Rated Floor /Ceiling Assembly 7/7/7,,74- „„.2zozL I /AJIIJJJIJJTA'> I!JJlJIIIIJ'r/I" >! > A /UIfIlI ' t � "7/717 It J1J Ll'I I I IJ = I IJ_L._131II,I I (l ( ►_ 1 11 11 1 0 G 1. Topping (Optional) - Lightweight concrete, maximum density 110 pcf (1760 kg /m minimum compressive strength 3000 psi (20.7 MPa) or proprietary gypsum /cement/sand topping, maximum density 100 pcf (1600 kg /m minimum compressive strength 1000 psi (6.9 MPa). Minimum topping thickness for lightweight concrete is 1 inches (38.1 mm) and for proprietary topping /4 inch (19.1 mm) with joists spaced at 20 inches (508 mm) o.c. or less and 1 inch (25.4 mm) with joist spacing greater than 20 inches (508) up to 24 inches (610 mm) o.c. 2. Flooring - The flooring shall be one of the following systems: System No. 1 23/32 inch (18.3 mm) thick Georgia- Pacific Rated Sturd -I -Floor 5 -ply plywood, Exposure 1, tongue and groove, installed perpendicular to the WI Series joists with end joints centered over the top flanges of the joists and staggered. The plywood is nailed and glued with construction adhesive. The construction adhesive is applied to the top flanges of the WI Series joists using a single zig- zag, / inch (6.4 mm) diameter, bead. Double beads are applied at joints and a bead of adhesive is applied to the tongue and groove joint. The plywood is nailed, using 8d ring- or screw -shank nails at 8 inches (203 mm) o.c. maximum at supported panel edges and 12 inches (304 mm) o.c. maximum at intermediate supports. System No. 2 5 / 8 inch (15.9 mm) thick Georgia- Pacific rated Sturd -I -Floor 5 -ply, plywood tongue and groove, Exposure 1, installed perpendicular to the WI Series joists with end joints centered over the top flanges of the joists and staggered. The plywood is nailed and glued with construction adhesive. The construction adhesive is applied to the top flanges of the WI Series joists using a single zig- zag, / inch (6.4 mm) diameter, bead. Double beads are applied at joints and a bead of adhesive is applied to the tongue and groove joint. The plywood is nailed, using 8d ring- or screw -shank nails at 8 inches (203 mm) o.c. maximum at supported panel edges and 12 inches (304 mm) o.c. maximum at intermediate supports. Joist spacing shall not exceed 19.2 inches (487 mm) o.c. when this floor system is used. 3. Structural Wood Members - Georgia- Pacific WI 80, W 180A, or WI 85 Series joists, minimum 9.5 inches (241 mm) deep, spaced at a maximum of 24 inches (610 mm) o.c. (maximum 19.2 inches [487 mm] o.c. when Flooring System No. 2 is used). Holes may be cut in web as permitted by this report. Minimum bearing on bearing plates is 2 inches (50.8 mm). Two 10d common nails are used to fasten the rimboard to the ends of each WI Series joist. 4. Mineral Wool - 1 inch (38.1 mm) thick, 2.5 pcf (40 kg /m Thermafiber, is cut 20 inches (521 mm) wide and placed between the WI Series joists, over furring channels. 5. Furring Channels - Resilient channels formed of minimum 0.026 inch (0.66 mm) thick galvanized steel. Channels are hat - shaped, 2 inches (70 mm) wide (face is 1 inches [31.8 mm] wide and each flange is V, inches [12.7 mm] wide) x' / inches (22.2 mm) high and are installed perpendicular to the WI Series joists. Channels are installed at a maximum spacing of 16 inches (406.4 mm) o.c., with a double row installed at gypsum wallboard end joints. Channels are secured to the WI Series joists with two 1 inch (41.3 mm) long #6 drywall screws at each joist (one in each channel flange). 6. Gypsum Wallboard - Georgia- Pacific 5 /8 inch (15.9 mm) thick Firestop Type C or National Gypsum Company 5 / 8 inch (15.9 mm) thick Gold Bond Fire - Shield G Type X gypsum board installed with long dimension perpendicular to the furring channels and fastened to each channel with 1 inch (28.6 mm) long Type S screws at 12 inches (304 mm) o.c. End joints are staggered 48 inches (1.22 m) on center (or 2 framing spaces when WI Series joists are spaced at 19.2 inches [487 mm] o.c.) 7. Finishing System - (Not shown) - All joints are taped with a bedding coat and one finish coat of setting -type joint compound. The screw heads receive one coat of joint compound. Page 11 of 15 NER -707 Figure 6 - ONE HOUR Fire Rated Floor /Ceiling Assembly 0 24" a.c. max ! f!/!yl Y/!// N/W/4 / /!!f / / /!! /!! /!! /1 /h'! /4Y1 ,N //!h/!!! / / /V!!J/O Alf N / /!!!i 1IiIIII 0 OIL i MIN EMI 1. Finish Flooring - 5 /8 inch (15.9 mm) thick or thicker sheets of plywood or oriented strand board (OSB), manufactured with exterior glue having tongue -and- groove edges along the 8 ft (2.44 m) side of 4 ft x 8 ft (1.22 m x 2.44 m) sheets, installed perpendicular to the WI Series joists with end joints centered over the top flanges of the joists, and placed so that the end joints are staggered. The application of the plywood or OSB shall comply with the specifications and recommendations of the APA. Joist spacing shall not exceed 19.2 inches (487 mm) o.c. when using 5 /8 inch (15.9 mm) thick plywood. 2. Structural Wood Members - Georgia- Pacific WI 40, WI 60, WI 80, WI 80A, or WI 85 Series joists, minimum 9.25 inches (235 mm) deep, spaced at a maximum of 24 inches (610 mm) o.c. Holes may be cut in web as permitted by this report. Minimum bearing on bearing plates is 2 inches (50.8 mm). 3. Gypsum Wallboard Ceiling - Two layers of proprietary Type C gypsum wallboard shall be applied to the assembly. Each sheet shall be a minimum of 4 ft (1.22 m) in width. The gypsum wallboard attached directly to the I- joists shall be installed perpendicular to the joists. The ceiling shall be constructed as follows: Wallboard Layer 1 - The first V, inch (12.7 mm) thick layer of Type C gypsum wallboard shall be attached directly to the bottom flanges of the WI Series joists using 1 inch (31.8 mm) long Type S bugle -head wallboard screws spaced at 6 inches (152.4 mm) o.c. along wallboard edges and 12 inches (304.8 mm) o.c. in the field. Wallboard end - joints shall be centered on the bottom flanges of the joists and staggered. The minimum end distance (distance in from the 4 ft [1.22 m] end of wallboard, i.e., butt end) allowed for the base layer is V, inch (12.7 mm). The minimum edge distance (distance from the 8 ft [2.44 m], 10 ft [3.05 m], etc., side of the wallboard) is 1 inch (25.4 mm). • Wallboard Layer 2 - The second 1 /2 inch (12.7 mm) thick layer of Type C gypsum wallboard is attached directly through the first layer of gypsum wallboard into the Hoists with 1' / inch (47.6 mm) long Type S screws at a maximum of 6 inches (152.4 mm) o.c. The end joints of each gypsum wallboard shall be offset a minimum of 24 inches from those in the first layer. The minimum end distance allowed is 1 / 2 inch (12.7 mm). The minimum edge distance is 1 inch (25.4 mm). All screws shall be set so that they are flush with the face of the wallboard and do not damage the core of the wallboard. The following gypsum wallboards are permitted in this assembly: - Canadian Gypsum Co, Ltd.: Type C - Celotex Corp.: Type B, C, FRP or SF3 - Domtar Gypsum: Type C, S - Georgia- Pacific Corp., Gypsum Division: Type GPFS1, GPFS3, GPFS -C - Gold Bond Building Products: Types FSW -G or FSK -G - James Nardi Gypsum: Type III - Pabco Gypsum Co.: Type C, PG -3 or PG -C - Republic Gypsum Co.: Type RG -1 or RG -3 - Temple- Inland Forest Products Corp.: Types T, VPB -Type T - United States Gypsum: Type C, D, or IP -XZ - Weyerhaeuser Co., Gypsum Division: Type DPG2 or DDDG3. 4. Wallboard Screws - shall be type S bugle head screws that are self - drilling and self- tapping. Screws shall meet ASTM C 1002 or ASTM C 954 requirements. 5. Finishing System - (Not shown) - The face layer joints shall be covered with tape and coated with joint compound. The screw heads shall also be covered with joint compound. Page 12 of 15 NER -707 Figure 7 - ONE HOUR Fire Rated Floor /Ceiling Assembly ryrirav�:, rrrrrri rrr��zarr. urr /a. 7reo m. ir�mrrrirrnrrir477. rnNr rrrrrr r,� rnrir , • 4 0 mord 1. Finish Flooring - nominal 23/32 inch (18.3 mm) thick or thicker sheets of plywood or oriented strand board (OSB), manufactured with exterior glue having tongue -and- groove edges along the 8 ft (2.44 m) side of 4 ft x 8 ft (1.22 m x 2.44 m) sheets, installed perpendicular to the WI Series joists with end joints centered over the top flanges of the joists, and placed so that the end joints are staggered. The application of the plywood or OSB shall comply with the specifications and recommendations of the APA. A lightweight concrete topping may be applied over the plywood or OSB. This topping shall be 3 / 4 inches (19.1 mm) or thicker, following the architectural specification and topping manufacturer's instructions. 2. Structural Wood Members - Georgia- Pacific WI 40, WI 60, WI 80, WI 80A, or WI 85 Series joists, minimum 9.25 inches (235 mm) deep, spaced at a maximum of 24 inches (610 mm) o.c. Holes may be cut in web as permitted by this report. Minimum bearing on bearing plates is 2 inches (50.8 mm). 3. Furring Channels - Resilient or inverted hat -type furring channels are placed below the WI Series joists. Channels are formed of minimum 25 gauge (0.0247 inches) (0.63 mm) galvanized steel and installed perpendicular to the WI Series joists. They are typically 2 inches (63.5 mm) wide at the base, 1 inches (38.1 mm) wide at the face and 1 / 2 inch (12.7 mm) deep. Channels are installed at a maximum spacing of 16 inches (406.4 mm) o.c., and attached to each WI Series joist with one 1' / inch (47.6 mm) long Type S drywall screw. 4. Gypsum Wallboard Ceiling - Two layers of proprietary Type C gypsum wallboard shall be applied to the assembly. Each sheet shall be a minimum of 4 ft (1.22 m) in width. The gypsum wallboard layer attached to the furring channels shall be installed perpendicular to the furring channels. The ceiling shall be constructed as follows: Wallboard Layer 1 - The first V, inch (12.7 mm) thick layer of Type C gypsum wallboard shall be attached to the furring or resilient channels with 1 or 1 inch (25.4 mm or 31.8 mm) long Type S screws spaced at a maximum of 8 inches (203.2 mm) o.c. The end joints of each gypsum wallboard shall be centered on the furring or resilient channels. The minimum end distance allowed is 1 / 2 inch (12.7 mm). The minimum edge distance is 1 inch (25.4 mm). Wallboard Layer 2 - The finish layer of inch (25.4 mm) thick Type C wallboard shall be attached directly into each furring or resilient channel with a 1 -5/8 or 1 inch (41.3 or 47.6 mm) long Type S screw that passes through the wallboard layer 1. The screws shall be spaced at a maximum of 8 inches (203.2 mm) o.c.. The minimum end distance is 1 / 2 inch (12.7 mm). The minimum edge distance is 1 inch (25.4 mm). The end and edge joints of the finish layer of gypsum wallboard shall be staggered a minimum of 24 inches (609.6 mm) from the joints in wallboard layer 1. The end joints in the face layer shall be centered over the furring or resilient channels. If this is not the case, end joints shall be attached to wallboard layer 1 with 1 inch (38.1 mm) long Type G screws spaced at a maximum of 8 inches (203.2 mm) on center with an end and edge distance of 1 inches (38.1 mm). All screws shall be set so that they are flush with the face of the wallboard and do not damage the core of the wallboard. The following gypsum wallboards are permitted in this assembly: - Canadian Gypsum Co, Ltd.: Type C - Celotex Corp.: Type B, C, FRP or SF3 - Domtar Gypsum: Type C, S - Georgia- Pacific Corp., Gypsum Division: Type GPFS1, GPFS3, GPFS -C - Gold Bond Building Products: Types FSW -G or FSK -G - James Nardi Gypsum: Type III - Pabco Gypsum Co.: Type C, PG -3 or PG -C - Republic Gypsum Co.: Type RG -1 or RG -3 - Temple- Inland Forest Products Corp.: Types T, VPB -Type T - United States Gypsum: Type C, D, or IP -XZ - Weyerhaeuser Co., Gypsum Division: Type DPG2 or DDDG3. 5. Wallboard Screws - shall be type S bugle head screws that are self - drilling and self- tapping. Where needed, Type G wallboard screws shall also be used. Screws shall meet ASTM C 1002 or ASTM C 954 requirements. 6. Finishing System - (Not shown) - The face layer joints shall be covered with tape and coated with joint compound. The screw heads shall also be covered with joint compound. Page 13 of 15 NER -707 Table 1 -Wood I -Beam WI Series Joist Design Properties 1' 3 Allowable Reactions El Moment 2 Shear End 5 Intermediate C WI Series Joist- 13/4" Brg. 1.011. 4" flrg. l.gth. 3 -112" 11rg. I..tih. 5 -114" flrg, Lgth. (10" fl - Ihs Depth 1650f-1.5E 1650f- 1.5E l3rg. Stiffeners l3rg. Stiffeners Brg. Sti ffeners Brg. Stiffeners /inch) No Yes No Yes No Yes No Yes (s 10" in. -lbs) 01-lbs) (Ibs.) (lbs.) Ohs,) (Ihs,) (lbs.) (lbs.) (lhs.) Ohs.) (lbs.) W1 40 -9.5" 193 2,765 1.200 1.110 - (.200 2,350 2,500 2.575 3.150 0,412 WI 40-11.875" 330 3,585 1,460 1,225 - 1.460 2375 1645 2.720 3,175 0.515 WI 40-14" 482 4.315 1.715 1.250 - 1.715 2,610 2.790 2.830 3.200 0.607 WI 40 -16" 657 5,005 1,990 1.235 1.500 1,675 1,990 2.65(1 2,935 2.950 3.225 0.693 - 1650f -1.5E flanges use a proprietary set of design values Table 2 -Wood I -Beam WI Series Joist Design Properties 1 3 Allowable Reactions El Moment 2 Shear End Intermediate C WI Series Joist- 1-3/4" Brg. Lgth. 4" Ilrg. I.gth. 3 -1/2" Brg. I.gth. 5 -1 /4" Brg. hgth. (10''fl-lbs 2100f- DSS 210(11= 11r Stiffeners H' Stiffeners far Stiffeners Brg. Stiffeners /inch) Depth DSS g..' • g... g. S g. ti . 1.8E: I.SE No Yes No Yes No Yes No Yes (x 10 in. (fl-lbs) (lhs.) (lbs.) (lbs.) (lhs.) (lbs.) (Ibs.) (ths.) (lbs.) (lbs.) WI 60-9.5" - 231 - 3,805 1,210 1.110 - 1.210 - 2,375 2.645 2.600 3,175 0.412 WI 60 - 396 - 4,930 1.495 1,230 - 1,495 - 2390 2,745 2.740 3.200 0.515 WI 60 -14" - 584 - 5.935 1,740 1.335 - 1.740 - 2.625 2.845 2.860 3.225 0.607 WI 60 -16" 799 - 6.885 2,000 1.345 1375 1.675 2.000 2.675 2.945 2.980 3,250 0.693 WI 80-11.875" - 547 - 6.975 1,555 1,290 - 1.555 - 2,880 4.025 3.475 4.085 0.515 WI 80 -14" - 802 - 8.400 1.800 1.335 - 1.800 - 3.040 4.225 3.575 4.475 0.607 WI 80-16" - 1.092 - 9.740 2,060 1.345 1,770 1,710 2.060 3.200 4,420 3.675 4,725 0.693 WI 80A - 1.430 - 10,930 2.200 - 2.000 - 2,200 - 4.610 - 5.000 0.780 WI 80A-20" - 1,820 - 12,095 2.280 - 2.225 - 2,280 - 4,800 - 5.400 0.867 WI 80A-9.5" 337 - 5.635 - 1.270 1.185 - 1.270 - 3.175 3.750 3.650 3.900 0.412 WI 80A-11.875" 573 - 7.305 - 1.555 1,305 - 1.555 - 3,225 4.200 3.650 4,225 0.515 W I 80A-14" 842 - 8,800 - 1.800 1.410 - 1,800 - 3.400 4,400 3.650 4,475 0.607 WI 80A - 16" 1.148 - 10,205 - 2,060 1.505 1.770 1.710 2.060 3.600 4,650 3.750 4.725 0.693 WI 80 1.507 - 11,610 - 2.200 - 2.000 - 2.200 - 4.875 - 5.000 0.780 WI 80-20" t 920 - 13.015 2.280 - 2.225 - 2.280 - 5,075 - 5.400 0.867 WI85- 11.25 " 4 504 - 6.780 - 1,675 1.480 1.520 1.600 1,675 3.290 4.100 3.340 4.125 0.649 WI 85 -22" 2.419 - 14.230 - 2.640 - 2.300 - 2.640 - 5.395 - 5.495 1.236 W1 85-24" 2.962 - 15.615 - 2.825 - 2.375 - 2.825 - 5.640 - 5,750 1.346 ' -DSS (Dense Select Structural) is Southern Yellow Pine w Unilbrm load (lbs/foot) Approximate deflection (inches) from uniform load = 22.5 N' L + vs L' L = Effective span (feet) EI C EI= Modulus of elasticity times moment of inertia Approximate deflection (inches) at center span from concentrated load = 36 PL' + 2P1, L =Shear deflection coefficient F.1 C P= Concentrated load (Ibs) Constants have been adjusted to maintain unit consistency. Notes to Tables 1 and 2: 1. Design properties are for dry conditions of use where in- service moisture content does not exceed 16 percent. 2. Allowable moment capacity cannot be increased in repetitive member applications. 3. Allowable moment and shear are for normal duration loading. Adjustments For other durations shall be in accordance with Al&PA N17S -2001 or w ith the code. 4. For WI 85. 11 -I /4 ". use 1465 pounds for allowable end reaction design at 1 -1/2" bearing length. 5. Interpolation of the end reaction between 1 -3/4" and 4" bearing is permitted, 6. Reactions may be further limited by the allowable bearing stress on the supporting member. Page 15 of 15 NER -707 Table 4 - Allowable Floor Spans for WI 80, WI 80A and WI 85 Joists b L U M B E R Georgia- Pacific WOODIBBA 1i - WI` 80, 80A and 85 Series Joists - Residential. Floor Spans 40 psf Live Load + 12 psf Dead Load, L/480 Simple Span Multiple Span Series Depth 12" oc 16" oc 19.2" oc 24" oc 12" oc 16" oc 19.2" oc 24" oc WI 80 11 -7/8 " 24' -11" 22-08" 21' -05" 19' -11" 27" -03" 24' -10" 23' -05" 21' -10 " WI 80 14" 28' -03" 25' -09" 24' -03" 27-07" 31' -00" 28` -03 " 26' -08" 23' -02" WI 80 16" 31' -04 " 28' -06" 26-11" 25' -00" 34' -04" 31' -04" 29' -06" 24' -05 " WI 80 18" 34' -10 " 31' -08" 29' -11" 27' -10" 38' -02" 34' -09" 37-10" 29" -08" WI 80 20" 37' -09" 34' -04" 32" -05" 30" -02" 41' -05 " 37' -09" 35' -02" 31' -05" 40 psf Live Load + 12 psf Dead Load, L /480 Simple Span Multiple Span Series Depth 12" oc 16" oc 19.2" oc 24" oc 12" oc 16" oc 19.2" oc 24" oc WI 80A 9 -1/2" 21' -02" 19' -04" 18' -02" 16' -11" 23' -02" 21' -02" 19" -11" 18' -07" WI 80A 11 -7/8" 25' -03" 23' -00" 21' -08" 20' -02" 27" -08 " 25' -03 " 23' -09" 22-02" WI 80A 14" 28' -08" 26' -02" 24" -07 22-11" 31' -05 " 28' -08" 27' -00" 25' -02" WI 80A 16" 31' -10" 29' -00 " 27' -04" 25' -05" 34' -10" 31' -09" 29' -11" 27' -06" WI 80A 18" 34' -03" 31' -03" 29' -05" 27' -05" 37' -07" 34' -03" 32' -02 " 28' -09" WI 80A 20" 37' -02" 33' -10" 31' -11" 29' -08" 40" -09" 37' -01" 33' -11" 30' -03" 40 psf Live Load + 12 psf Dead Load, L /480 Simple Span Multiple Span Series Depth 12" oc 16" oc 19.2" oc 24" oc 12" oc 16" oc 19.2" oc 24" oc WI 85 11-1/4" 24" -04 " 22' -03" 21 19' -07" 26" -08" 24' -04" 23' -00" 21' -05" WI 85 22" 41' -00" 37' -04" 35" -03" 32' -10" 44' -11" 40' -04" 36' -09" 32' -10" WI 85 24" 43' -10" 40' -00" 37' -08" 34' -06" 48' -00" 42' -03" 38" -06" 34 Span Table Notes: 1. These span tables are based on uniform loads as shown. Live load deflection is limited to U480. 2. GP suggests floor spans for GPI series joist be limited based on U480 live Toad deflection (one -third stiffer than required by code). 3. U480 deflection criteria is based on composite action with glued - nailed APA Rated Sheathing or Sturd -1 -Floor of minimum thickness 19/32" (40/20 or 20" oc) for joist spaced 19.2" or less or 23/32" (48/24 or 24" oc) for a joist spacing of 24 ". 4. Adhesive must meet APA AFG -01 or ASTM D3498. If sheathing is nailed only (not recommended) reduce spans by 12 ". 5. Maximum spans shown above are clear distances between supports. 6. Minimum end bearing Length is 1 - 3/4 ". Minimum intermediate bearing length is 3 - 1/2 ". 7. End spans of multiple -span joists must be at least 40% of adjacent spans. 8. For loading other than that shown above determine allowable span based on calculations using design values in Tables 1 and 2. GP Georgia - Pacific Engineered Lumber tt Residential Floor & Roof Systems Sistemas residenciales de piso y techo NEINNIENNI WOODIBEAM® n sta Installation u i e W 1 D E M A T T E R S " ' G uEa de insta G-PLAM with FiberGuard'" FiberStrong° Rim Board rkf ' y y k Y !Y 5 Engineered Lumber Installation Guide °+ • Build on the Safety Warnings VI and Installation Notes 2 C s trength of C g • engineered Wood I Beam Joists eered Floor Span Charts g p 3 l urriber. Typical Framing 4 Floor Details 5 -8 Cantilever Details 9 Proper installation of Georgia - Pacific Engineered Lumber products is critical to Plumbing Details 10 total system performance, and this guide Roof Details 11 -12 provides the necessary guidelines to follow. Hole Location Charts 13 -14 Framers, plumbers, mechanical and electrical Installation installers should refer to the details and Do's and Don'ts 15 charts in this guide for proper installation and modification recommendations. G -P Lam® LVL Bearing Details 16 Fastening Recommendations 17 -18 Allowable Holes . and Connectors 19 i , 1e�a Rt 4R a x.- „.� The Georgia- Pacific family of engineered lumber products includes: • GP Wood / Beam” joists • FiberStrong• rim board • G -P Lam. LVL 1 Georgia - Pacific Corporation, September 2003 Engineered Lumber Installation Guide Storage and Handling Installation Notes • Wood I Beam joists, G -P Lam LVL and Fiberstrong rim A. Engineered lumber must not be installed in direct contact board shall not be stored in direct contact with the ground with concrete or masonry construction and shall be used and should be protected from weather. Provide air in covered dry use conditions only. circulation under covering and around stacks of materials. B. Except for cutting to length, top and bottom flanges of • Bundles should be stored level. Wood I Beam joists shall not be cut, drilled or notched. • Do not open bundles until time of installation. Use care C. Concentrated loads shall only be applied to the upper when handling bundles and individual components to surface of the top flange, not suspended from the bottom prevent injury to handlers or damage by forklifts or cranes. flange. Contact GP for exceptions. . • Stack and handle Wood I Beam joists in the upright D. When nailing sheathing to top flange, follow sheathing position. Stack and handle G -P Lam LVL and FiberStrong manufacturer's nailing recommendations, but maintain rim board flatwise. spacing in the ranges shown below: . • Twisting of joists, or applying loads to the joist when flat Sheathing Nail Spacing Requirements can damage the joist. GPI 20 GPI 40, WI 40, WI 60, Nail Size GPI 65 WI 80 • Damaged products should not be used. Min. Max. Min. Max. Min. Max. 8d Box, 8d Common 3" 16" 2" 24" 4" 24" S afety Warning 10d Box, 12d Box 3" 16" 2" 24" 4" 24" 10d Common, 12d Common 4 ,4" 16" 3" 24" 4" 24" Wood I Beam joists will not support workers or other loads NOTES: until properly installed and braced. To minimize risk of injury, 1. If more than one row of nails is required, rows must be offset by at each Wood I Beam joist shall be properly fastened as it is least 'A" (W for WI joists) and staggered. erected. Continuous closure and/or blocking panels must be 2.14 gauge staples may be substituted for 8d nails if staples penetrate installed and attached prior to installing floor or roof sheathing. the joist at least 1:' 3. Do not use nails larger than those shown above when attaching Lateral restraint, such as an existing deck or braced end wall, sheathing to flanges of Wood I Beam joists. must be established at the ends of the bay. Alternately, a Example: When using 8d common nails and GPI 20 series joists, space temporary or permanent deck (sheathing) may be nailed to the no closer (min.) than 3" o.c. and no farther (max.) than 16" o.c. first 4 feet of joists at the end of the bay. Rows of temporary bracing at right angles to joists must be fastened with a E. Nails installed in the narrow face of G -P Lam LVL shall minimum of two 8d nails (10d box nails if net thickness of not be spaced closer than 4" (10d common nails) or 3" bracing exceeds 1 ") to the upper surface of each parallel joist (8d common nails). and the established lateral restraint. Bracing should be 1 x 4 F. End bearing length of Wood I Beam joists must be at least minimum and at least 8' long with o.c. spacing not to exceed 1-3/4". Intermediate bearings of multiple span joists shall 10'. Ends of adjoining bracing should lap over at least two be at least 3 -112 ". joists. Stack building materials over main beams or walls only. G. Minimum bearing length for G -P Lam LVL beams and Improper storage or installation, failure to follow applicable headers: end bearing 1 -1/2 ", intermediate bearing 3 ". building codes, failure to follow proper load tables, failure to H. Wood I Beam joists must be restrained against rotation use acceptable hole sizes and locations, or failure to use bearing at the ends of joists by use of rim joists, blocking panels, stiffeners when required can result in serious accidents. Installation notes must be followed carefully. or cross bridging. The top flange of a Wood I Beam joist must be laterally supported and kept straight within ,_, 1/2" of true alignment. Plywood or OSB subfloor nailed A to the top flange is adequate to provide lateral support. Y N, I. Additionally, rim joists, blocking panels or squash blocks k \,- i /♦ / must be provided under all exterior walls and interior bearing walls to transfer loads from above to the wall ♦ ♦ or foundation below. I�j�Il J. Ends of G -P Lam LVL beams and headers must be restrained against rotation and the top (or compression Do not allow workers or loads Stack building materials over edge) must be laterally supported by perpendicular on Wood I Beam joists until main beams or walls only. properly installed and braced framing or bracing at 24" on- center or closer. as outlined above. K. 1 -3/4" x 16" and deeper G -P Lam LVL beams must only . be used in multiple -piece members. Georgia- Pacific Corporation, September 2003 2 Engineered Lumber Installation Guide System Performance The ultimate goal in the design of a floor or roof system is the and user's safety and satisfaction. deflection between adjacent joists and increase Toad sharing. For increased floor stiffness, ' Although joists used at spans indicated in this guide meet or exceed minimum code criteria we recommend gluing the subfloor to the joists before nailing or screwing rather than and will safely support the Toads imposed on them, judgement must be used to adequately meet nailing alone. For additional stiffness, glue tongue and groove joints. Surfaces must be clean user expectation levels. These expectations may vary from one user to another. and dry before gluing. • The specifier should consider the meaning of a given deflection limit in terms of allowable • As with any construction, it is essential to follow proper installation procedures. Joists must deflection and the effects this could have on the system. For example, 1/360 (span /360) for a be plumb and anchored securely to supports before system sheathing is attached. Supports 30' span is 1" of deflection. L/240 would be 1-1/2;' and 1/180 would be 2" of deflection. for multiple span joists must be level. To minimize settlement when using hangers, joists Consideration might also be given to cases in which a joist with a long span parallels a short should be firmly seated in the hanger bottoms. Leave a V16" gap between joist end and span or a foundation end wall. For example, a 30' span with up to 1" of allowable live load header. deflection could be adjacent to an end wall with no deflection, causing a noticeable • Vibrations may occur in floor systems with very Tittle dead load, as in large empty rooms. A difference in floor levels under full design load. ceiling attached to the bottom of the joists will generally dampen vibration as will interior • A stiffer floor will result from using a live load deflection limit of L/480 versus the code partition walls running perpendicular to the joists. If a ceiling will not be attached to the minimum 1/360. A roof system with less total load deflection than the code required 1/180 bottom of the joists, vibration can be minimized by nailing a continuous 2 x 4 perpendicular to may be achieved by using a criterion of 1/240. the bottom of the joists at midspan running from end wall to end wall. Where future finishing • In addition to more stringent deflection limits, several other factors may improve overall floor of the ceiling is likely, x- bridging or Wood I Beam blocking panels may be used in place of performance. Reducing joist spacing and/or increasing the subfloor thickness will lessen the 2 x 4. GPI and WI Series Joists — Residential Floor Span Charts Span Simple Spans 1 Multiple Spans Illustrations (see note 4) 4 5 t ) ( 5 40 PSF Live Load + 10 PSF Dead Load Improved Performance' (11480) , Joist Joist Spacing (Simple Span) Spacing (Multiple Span) Depth 12" o.c. 16" o.c. 192" o.c. 24" o.c. 12" o.c. 16" o.c. 192" o.c. 24" o.c. GPI 20 91/2" 17' -01" 15' -07" 14' -09" 13' -10" 18' -07" 17' -01" 16' -02" 14' -05" 11 20' -05" 18' -09' 17' -08" 16' -06" 22-03" 20' -05" 18' -09" 16' -09" 91" 18' -00" 16' -06" 15' -07" 14' -06" 19' -08" 18' -00" 16' -06" 14' -09" GPI40 111/2" 21' -06" 19' -08" 18' -07" 17' -01" 23' -06" 20' -10" 19' -00" 17' -00" 14" 24' -04" 22' -03" 21' -00" 18' -11" 26' -08" 23' -01" 21' -01" 18' -10" 11/41" 23'-03" 21' -03" 20'-00" 18' -08" 25' -06" 23' -03" 21'-11" 20' -06" GPI65 14" 26' -05" 24' -02' 22' -09" 21' -03" 29' -00" 26' -05" 25'-00" 20'-08" 16" 29' -04" 26' -09' 25' -03" 23' -07" 32' -02" 29' -04" 25' -11" 20' -08" 91/2" 18' -00" 16' -06" 15' -07" 14' -01" 19' -07" 17' -02" 15' -08" 14' -00" WI 40 111" 21' -06" 19' -07" 18' -02" 16' -03" 23' -00" 19' -11" 18' -02" 16' -02' 14" 24' -04" 22' -01" 20' -02" 18' -00" 25' -06" 22' -01" 20' -01" 18' -00" 11 22' -08" 20' -08" 19' -06" 18' -03" 24' -08" 22' -06" 21' -02" 19' -01" WI 60 14" 25' -09" 23' -06" 22' -02" 20' -09" 28' -01" 25' -07" 23' -08" 19' -09" 16" 28' -07" 26' -01" 24' -07" 23' -00" 31' -02" 28' -01" 24' -09" 19' -09" 11 24' -11" 22' -08" 21' -04" 19' -11" 27' -01" 24' -08" 23' -03" 21' -08" WI 80 14" 28' -03" 25' -09' 24' -03" 22' -06' 30' -10" 28' -00" 26' -05" 23' -11" 16" 31' -04" 28' -06" 26' -11" 25' -01" 34' -02" 31' -01" 29' -03" 23' -11" 40 PSF Live Load + 20 PSF Dead Load Improved Performance' (11480) Joist Joist Spacing (Simple Span) Spacing (Multiple Span) Depth 12" o.c. 16" o.c. 192" o.c. 24" o.c. 12" o.c. 16" o.c. 192" o.c. 24" o.c. GPI 20 91/2" 17' -01" 15' -07" 14' -09" 13' -03" 18' -07" 16' -02' 14' -09" 13' -02' 11N" 20' -05" 18' -08" 17' -02" 15' -04" 21' -08" 18' -09" 17' -01" 15' -03" 91/2" 18' -00" 16' -06" 15' -01" 13' -06" 19' -01" 16' -06" 15' -00" 13' -05" GPI 40 111" 21' -06" 19' -01" 17' -05" 15' -07" 22' -00" 19' -00" 17' -04" 15' -06" 14" 24' -04" 21' -02" 19' -03" 17' -03" 24' -04" 21' -01" 19' -03" 17' -01" 11tN" 23' -03" 21'-03" 20'-00 18' -08" 25' -06" 23' -03" 21' -06" 1T -02' GPI65 14" 26' -05" 24' -02' 22' -09" 21' -03" 29' -00" 25' -11" 21' -06" 17' -02' 16" 29' -04" 26' -09" 25' -03" 22' -03" 32' -02" 25' -11" 21' -06" 17' -02" 91/2" 18' -00" 15' -09" 14' -04" 12' -10" 18' -01" 15' -08" 14' -03" 12' -09" WI40 111" 21' -00" 18' -02" 16' -07" 14' -10" 21' -00" 18' -02" 16' -06" 14' -09' „ 14" 23' -04" 20' -02' 18' -05" 16' -05" 23' -03" 20' -01" 18' -04" 16' -04" 111" 22' -08" 20' -08' 19' -06" 17' -05" 24' -08" 21' -04" 19' -05" 16' -05" ' WI 60 14" 25' -09' 23' -06" 21' -08" 19' -04" 27' -04" 23' -08" 20' -07" 16' -05" 16" 28' -07" 25' -09" 23' -06" 19' -10" 29' -08" 24' -09" 20' -07" 16' -05" 11 24' -11" 22' -08" 21' -04" 19' -11" 27' -01" 24' -08" 22' -09" 18' -02" WI80 14" 28' -03" 25' -09' 24' -03" 21' -02" 30' -10" 28' -00" 24' -11" 19' -11" 16" 31' -04" 28' -06" 26' -06" 21' -02" 34' -02" 30' -00" 24' -11" 19' -11" NOTES: 1. These span charts are based on uniform loads, as noted above; live load deflection is limited joist spacing of 19.2" or less, or 23/32'148/24 or 24 oc) for a joist spacing of 24 ". Adhesive to 1/480 for bettor performance. Floor performance is greatly influenced by the stiffness of the must meet APA AFG -01 or ASTM D3498. Apply a continuous line of glue (about 1/4" diameter) floor joists. Experience has shown that joists designed to the code minimum live Toad to top flange of joists. All surfaces must be clean and dry. If sheathing is nailed only (not deflection (U360) will result in a floor which may not meet the expectations of some end recommended), reduce spans by 12" users. GP strongly recommends floor spans for Wood I Beam joists be limited to those given 3. Minimum end bearing length is 1 -3/4 :' Minimum intermediate bearing length is 3.1/2 ". above, which are based on 1/480 live load deflection. (One -third stiffer than required by code.) 4. End spans of multiple -span joists must be at least 40% of the adjacent span. 2. Spans are clear distances between supports, and are based on composite action with glued- 5. For loading other than that shown above, contact your GP Engineered Lumber Products nailed APA Rated Sheathing or Sturd -I -Floor of minimum thickness 19/32" (40/20 or 20 ac) for supplier. 3 Georgia-Pacific Corporation, September 2003 Engineered Lumber Installation Guide Typ Fram m ,, -■ 1111 P .P -AdlillIV A 11 11 � ��¢ 11. � II 1 1 1 P11 .. '1 'III ‘#°/./' � q % i ' „„.„------ir V .e * III it � 1 _ `, I N4 1� ti � or° 0 It .I P, 1 a IC II 1 , I 0 Optional overhangs 'I ,„ aptlone mm j ,� ® Masonry hanger - x dd Im � �� Face mount hanger Temporary bracing— / k. ° 5 .� **No. Incomplete as shown . Retort° 4. iii " ' b �I. Flush SAFETY WARNING an page 2 0 4,111V il ledger for complete bracing I nformation, typ. Ii�� G . �, " Ii � ` ,. / �% " ,I� Ter: ,. • 1.4 4i,. , 40:170 ' P' 44 10 11 76.0 4° 1 N 1 0 01:60,0400 i; ,„ 0) 41 ` .°4 t0 11i 4 v . •• .' i ce; 4� ® it 4 tsitoo:0000,000 I ... ice # ° 1 1 , 01 0 1 ,, I II / 0 „ e l l: � ■ m I I r . . : it 11 ® N !r l�r i \ , � a II X00 ► ` ■ F5 FS I� I y II .. FlberStrong ”- rim boaN / \\ Non - stacking loads require I additional consideration. C5 4 Georgia- Pacific Corporation, September 2003 Engineered Lumber Installation Guide Floor Details Fl ATTACHMENT AT END BEARING Cl) BL x. One 10d box or sinker nail each side at hearing, m typical for all wood bearings. II Wood I Beam" \ \s.s.......t........ / blocking panel ' al 1 „ , , , I IIII f o 1.3/4" minimum end bearing length " 11 at all floor and roof details ) To avoid splitting flange, start nails at least 1-1/2" from end. � I 8d nails at 6" o.c. (or per design Drive nails at an angle to prevent splitting of bearing plate. professional's specs., but complying with Installation Note 0, page 2.) F3 WOOD i BEAM" RIM JOIST ()SQUASH BLOCKS & SINGLE RIM Ve transfer =2 IS x Vertical load transfer= 2000plfmax. — along load hearing wall based on bearing , � y 3 r °- 3 " stress of 390 psi. ko,,.. t Az + } 23/32" 48/24 APP Wood 1 Beam rated sheathing rim joist ` zY, 0 } v Squash Blocks (2x4 minimum) A, Allib J use hac 11111 . 4i black per F13. 'Ili 1 M /41 inimum 1 -3/4" I � � joist bearing at wall 1 I 0 Oil nails et (or per ,� design professional's nal's specs., � \ 1/16" � d 8d nails ( but complying with Installation �I Note D, page 2.) I I Toe -nail rim joist to top flange = See detail F7 for blocking requirements. of joist with 10d nail Check local building code for appropriate detail in areas of high lateral load. : F6 FIBERSTRONG® RIM CLOSURE AND DECK ATTACHMENT Verti load tr ansfer of rim board = 4850 p11 2x_ PT ledger attached 1' ,, with 1/2" diameter Siding Ali a through -bolts with Weather B::: i washers and nuts or 1/2" Optional blocking for lag screws with a Sheathing R diaphragm nailing. nominal length of 4" or i I RI 440 Boit I leg screw sppa cing rim 2 -4 board alvanized I�1 to be determin by ' design vert ical end ■ Starter ^ r r /J!!!' lo ow er el �r j10 >° o er maL eh ernat y I in ll plate. gh quality caulk to r ss ste a ' s and between for sps. s and flashing. ing with rrier x fl eshin GPFiber Stran ® I '� �aa �� E " Metal Under weather ledger A °w 9• ledger and I,� rim board I barrier at top, over weather over siding. ..; GP FiberStrong® barrier at bottom jt' % F; ' rim board ialz 3 - 8d nails 8d nails at 6" on center at corners toe -nail to late, typical CAd hole Thu lag screw with a wrench, h, inserted in a \,... P lead hole by turning with a wrench, not by driving with hammer. Over - torquing can significantly reduce the lateral resistance of the screw and therefore should be avoided. 5 Georgia- Pacific Corporation, September 2003 Engineered Lumber Installation Guide Floor Details 8 F 7 BLOCKING PANELS USED FOR BRACING F8 BEVEL CUT JOIST �.....-. Do not bevel cut joist beyond inside face of support. r< ` Single layer 23/32" rated sheathing (plywood or OSB) \ rim provides 1000 plf vertical l transfer layerim provides /32" plywood ar OSB rim allowed onlywrth joist 23 depths up tc 11318" unless used whh2x4min.squashoad hlocks(two es I shown m detail F4. I' �� i ) . I ' 1 1p 41 1/ / 1 Blocking panels installed fora minimum , *6,, I of 4' at each budding corner and at least 4' every 25' of wall length. Attach , Note: Wood IBeam" / to plate with 8d nails at 6" o.c. 711 blocking or x- bridging required at bearing for 11•. lateral support. Check local building code for appropriate detail in areas of high lateral Toad. Check local building code for appropriate detail in areas of high lateral load. F9 BLO PA, INTERIOR ®f SQUASH BLOCKS AT INTERIOR BEARING Vertical KI l transfer NEL = 2000 plf max, along load bearing wall. Vertical Toad transfer = 2000 plf max along load bearing wall. Load bearing wall must stack over Load bearing wall must stack over �� squash blacks and wall or beam below.' I„, blocking and wall or beam below." When two joists meet aver well, � 1/16" provide 1 -3/4" mimmum bearing for riic___________, each joist and install blocking panel ��Attach joist with one i ® to support both joists. lOd box or sinker nail 41 4 401, -- Blocking panels not required when miniiiim. on each side of bearing. joists are continuous over wall and \ `..,,,........0 ' T -7.11 % no load bearing wall exists above. 4 l 1 4 ' � .41 � . IP "Non- stacking Squash block � �-- 8d nails ` walls require (2x4 minimum) ` but complying with Installation gd nails at 6" al's (or per additional Required only if load ) design professional's spats consideration. bearing wall exists above. r � Nate D, see page 2.1 `� / Bearing wall, G -P Lem® LVL or glulam beam �� `Non- stacking walls require additional consideration. Check local building code for appropriate detail in areas of high lateral Toad. go DOUBLE JOIST CONSTRUCTION I Joist Joist Regular Filler Blacking Full -depth Filler Blocking Depth Use in details F12, C4 & R7 Use in details F13 & F14 GPI 20 9 1/2` 2x6 2 x 6 Filler blocking x ` < 11/4' 11 Ye" 2x6 2x8 GPI 40 9I/2" 2x6 + "OSB /plywood 2 x 6 + %" OSB/plywood 2is" 11 %" 2 x 6 + %" OSB/plywood 2 x 8 + %" OSB/plywood ile "gapj . 14" 2x8 + /plywood 2 x 10 + %" OSB/plywood . 1 GPI 65 9W 2x6 + / "0SB /plywood 2x6 +s "OSB /plywood x � � % " „ WI 40 11 Ye" 2x6 + " " /e'OSB /plywood 2x8 +r /e'OSB /plywood (k WI 60 14" 2 x 8 + %" OSB/plywood 2x10 + OSB /plywood 2h" 16" 2 x 8 + r /e'OSB /plywood 2x12 +%'OSB /plywood � . 11/" (2)2x8 (2)2x8 �; 1 WI80 14" (2)2x8 (2)2x10 31/2 16" (2) 2 x 8 (2) 2 x 12 1. Support back of web during nailing to prevent damage to web- flange connection. 2. Leave 1 /a" gap between top of filler blocking and bottom of top flange. 3. Block solid between joists. Filler need not be one continuous length, but must extend the entire length of span. 4. Place joists together and nail from each side with 2 rows of 10d nails at 12" o.c., clinched when possible. Stagger rows from opposite sides by 6" Georgia - Pacific Corporation, September 2003 6 Engineered Lumber Installation Guide Floor Details ® FLOOR OPENING, TOP MOUNT HANGERS / I Backer Blocks` / �1 r ,• , a "r , Assemble double Joist Joist Depth Material Depth / �.` °x' oist per detail F1 1. GPI 20 9A ",116" % ' 5A" / / / (regular filler) GPI 40 9K ",116" /." 6" 14" r�„ 7A" GPI 65, 9h ",116" 9 " +9" 6" I � WI 40, W 160 14 ",16" 6" + 9" 7A" 0 WI 80 116 ", 14 ",16" 2x8 79" �� 'Block must be long enough to permit required nailing without splitting. I� e# - L / Otil* B Backer Block (use if hanger load exceeds 250 lbs.) Before installing a backer to a double joist, drive an l ad ditional (3) 10d nails into the web where the backer will fit. Clinch when possible. Install backer tight to top flange. Use (10) 10d nails, clinched when possible. Assemble double joist per ® FLOOR OPENING, FACE MOUNT HANGERS detail F11. (full -depth filler) / Backer block Before installing a backer to a double joist, / / Bearing stiffeners may drive an additional (3) 10d nails into the web / be required at hangers. where the backer will fit. Clinch when (See detail FIB) Install backer tight to top flange. Use (10) 10d nails, clinched when possible. / / `44 Backer Blocks` / Joist Joist De Backer blocks Depth Material Depth P I /( bath sides of web. GPI 20 9A ",116" %" 69' GPI 40 99',116', 14 6" 66', 86 ",109" GPI 65, 1 WI 40, WI 60 99 ",116', 14 ", 16" % "+ 9 6% 89 ",109',12'/" WI80 116',14 ",16 1A" net 89 ",10 %,1Y /" / / , 'Block must be long enough to permit required nailing without splitting. I /� / / � u B Backer depth to equal joist depth minus 39 ". A ° c 4 w.. 41 1 STRINGER TO JOIST CONNECTION Double Wood 1 Beam" construction per detail F11 (full '::' m depth filler). Backer blocking size and installation per detail F13. I � IP . Hangers Stringer Nailing Requirement (m 14' (max) Stringer United Steel Products MSH 218 Minimum (12) 10d nails into double joists or ` OR single or double LVL header. Minimum I Simpson Strong -Tie® THA 218 (4) 10d x 19" nails into stringer. For stringers longer than 14' or stringer reaction greater than 700 lbs., call GP. 7 Georgia - Pacific Corporation, September 2003 Engineered Lumber Installation Guide Floor Details ® JOIST TO BEAM CONNECTION F3 JOIST TO BEAM CONNECTION, STEP DOWN a G -P Lam® LVL or J t r Glulam Beam Bearing stiffeners ` Vf may be required Pi` Bearing plate. Plate at hangers. (See must be flush with Face mount hanger detail F18) inside face of steel Note: Bearing stiffeners beam. maybe required (see detail F18). c Top mount NI hangers" 1 / , - cr-&-- i Tap mount 1 I hangers* 1 `/ ( l floor i / Ledger for sheathing ' attachment Steel Beam "Appropriate face / G -P Lame LVL or mount hangers may Note: Solid wood blocking of the steel Glulam Beam be substituted. beam required for face mount hangers on steel beam. • JOIST TO BEAM CONNECTION, STEP DOWN O BEARING STIFFENERS / —Gap (1/4" *) Bearing stiffeners may ` 23/32" 48/24 be uired at hangers. 2» t / Clinch nails when possible ANN' rated • (See detail F18) sheathing or / GP approved rim. \1 a Joist Stiffener Size Nails i Plywood, OSB, or 2x4 stiffeners each 8d nails GPI 20 %" X 2 %e" (3) lOd \ /__ side at ang GPI 4 0 Yi' +A"x2 °B /e" (3)10d N angers with side GPI 65 W +Yd' X 2 %e" (3) 10d / \ \ nailing I - Hangers with sides �� ,� ri { WI 40 Ye' +Y:'" x 2e /,e" (3) 10d iv not containing tap '''y F fi I ' G -P Lam* LVL WI 60 Y : " +%" X 2 %e' (3) 10d fl ange of joists. or Glulam WI 80 1 Ye " x 2 %e" (3)12d Birdsmouth cuts ► , � Bsem Minimum stiffener width is 2e /,e" or St rated sheathing , I % \� or Sturd- I- Flcorm See detail F7 for blocking ' — Tight fit requirements. Hanger I a t SQUASH BLOCKS AT CONCENTRATED LOADS 1/16 gap ® WEB STIFFENERS Concentrated load from shove ', III , I 1�� _ - _ Use when concentrated loads exceed the values in the chart below. Install stiffeners against per top 1' ,::' '''''''' II `P N o detail F18 huttight flange and gap at bottom. II � \� "' Verity adequacy of joist \ lad. 1/4" A carry concentrated toed. ' 1 / iy Joist Depth Web stiffeners required if I� ' `� 1 �, all series concentrated load exceeds < 3» * 94S" 1120 @s, 1 1'6" 1 l bs. Solid block all posts to bearing below , 14" " 1500 lbs. with equa number of squash blocks I� 6 Georgia- Pacific Corporation, September 2003 8 Engineered Lumber Installation Guide Cantilever Details O C 1 CANTILEVER, UNREINFORCED X- bridging or Wood l Beam" C2 CANTILEVER, REINFORCED blocking panels (see detail Single Sheathing (Option I) 000 F2) required at cantilevers For allowable wall/roof loads on and continuing for 4' an each X- bridging or Wood I Beam blocking panels (see cantilever, use chart to left, use • side of cantilevered area. FASTBesm software or contact detail F2) required at cantilevers and continuing • for 4' on each side of cantilevered area. Georgia - Pacific. �. � e i l�� ■ /! 1 �� 00 �` fYff I % , I . , , Y '. ' "''l I tl; P 5 ' . '- 4 4 OP7 ' : rY ...'''''' � "Cantilever length may not , ,,'YY ■ ► ✓ exceed 1/4 the adjacent span IL). 23/32" APA° 23132" APA° rated sheathing rated sheathing Jp �)0 In addition: or FiberStrong 2' -0" max or FiberStrong° A) If end of cantilever supports wall/roof loads, rim board. \,,,, / rim board. max. cantilever length is 2' -0 Note: Wood I Beam joists B) If no loads are placed on and of cantilever, shall be protected max. cantilever length is 4' -0 ". Note:FiberStrong rim board or 48/24 APA° rated sheathing (face grain horizontal) required one side of joist. Depth must match the full depth of the joist. Nail to joist flange with 8d nails at 6" o.c. from the weather. For other conditions contact Georgia - Pacific. C3 CANTILEVER, REINFORCED DOUBLE REINFORCEMENT NAILING PATTERN Double Sheathing (Option II) X- bridging or Wood I Beam blocking panels (see detail F2) required at cantilevers and continuing Nail with 8d nails at 8" o.c. Offset nailing an �� for 4' on each side of cantilevered area. opposite side of flange to avoid splitting.• // / ,,, f 4I' ,.1-''''. Y ,,,./..' I ` rte.. Y.I ,��! ` .. .' / � �: ffY 2 Q -,,.... 23/32" APA ° ti � '',$i" ,;. u s' rated sheathing or FiberStrong 2' -0" max rim hoard. \ / 5 Note:FiberStrong rim board or 48/24 APA° f rated sheathing (face grain horizontal) required both sides of joist. Depth must match the full depth of the joist. Nail to joist flanges with 8d nails at 6" o.c. Offset nailing on opposite sides of flange to avoid splitting. pt c DROPPED CANTILEVER, , Backer block depth full - dl CI CANTILEVER, REINFORCED Backer match k de t (detail Double Joist (Option III) filler blocking (detail F11)• Install backer tight to bottom X- bridging or Wood I Beam blocking panels X-bridging or Wood I Beam blocking panels (see g flange. Nail with 2 rows of 10d detail F2) required at cantilevers and continuing • i (see detail F2) required at cantilevers and c nails at 6" o.c. &clinch. for 4' on each side of cantilevered area. t continuing for 4' on each side � '" of cantilevered area. / � ' t , ? .. ( Laad bearing wall ` f It " i n allowe I�; ! I 3 �� ,I► „...,..„ , , . , .._ , • . . . 23/32” APA° rated � x� sheathing or FiberStrong° 12° rim board. 2' -0" max o I' , Note: Block together full length with full -depth filler blocking. See detail F11 for filler size. Use 2 rows 2x8 min. (designed by others) 0 ' of 10d nails at 12" o.c. from each side; offset opposite side nailing by 8:' For flange widths nailed to backer block & web greater than 22/4' use 3 rows of 10d nails at 12" O.C. from each side; offset opposite side nailing by with 2 rows of 10d nails at 6" o.c. 6" o.c. Clinch nails when possible. & clinched when possible. Georgia- Pacific Corporation, September 2003 9 Engineered Lumber Installation Guide Plumbing Details 8 JOIST SPACING BELOW PLUMBING WALL Parallel to wall Joist Spacing Joist 2x4 Wall 2x6 Wall GPI 20 5W 714" 40,60 and 65 Series 6" 6" Non -load WI bearing only WI 60 7" 9" / 11 © O ,� ,. ./ , , ill ----- ,...., ..." 1/ till \ Chan dimension /�,, +,'rte /"7 Every third Joist maybe ," shifted up to 3" to avoid ‘ 000 plumbing interference. Pz c JOIST SPACING BELOW PLUMBING 7 7 TI. 4 0 4 1111111 1N ■ � F 7:777 - 3 * - — . ' " . in I I I I 1 I I I I I I I I ..'-'..-.-"- , 0•00„0 4 .".1.111 14111111111111111111111111111111111- MI NM O , _ - ?.1= 1=7 ® _r 'Y Y H H Every third joist may be shifted up to 3" to avoid plumbing interference. 10 Georgia- Pacific Corporation, September 2003 Engineered Lumber Installation Guide Roof Details l ROOF OPENING, FACE MOUNT HANGERS CD BEVELED CUT BEARING STIFFENER Bevel cut bearing stiffener to match roof slope. See detail F18 for attachment information. Face mount hanger Bearing stiffeners may be required. (see detail F181 �, tit' I -joist or G -P Lam® LVL ::: I 0 led ! Beve r,' �' �0 t . backer '{ t detail (see 131 Follow detail F1 for nailing Adjustable G -P Lamm LVL to bearing plate. Additional slope or double joist uplift connections maybe Follow detail F1 for nailing hanger (see detail F11) required. to bearing plate. Additional uplift connections may be required. C OPTIONAL OVERHANG EXTENSIONS CI OVERHANG PARALLEL TO JOIST May be used with detail R4, R5, and R6 (Low end only.) 2x4 nailed to side of top flange L with lOd box nails at8" a.c. Place 2x4 cripple stud at plate, under 2x4 overhang. Bevel cut to When L exceeds joist spacing, Follow detail F1 match roof slope. double joist maybe required. L (2' -0" max.) for nailing to bearing plate. Bearing s i e . each side. Additional uplift . connections may (see detail F18 • be required. \ \ , �. ._.. A r , ... ail °.„ r l" 7x4 criPP ' 2x4 outrigger notched ` I 0.6/1 , around tap flange of ■ Wood I Beam joist. 4 A Stop Wood I Beam' joist • V.' of �� l' 8d toe -nail to plate 1 with wall ith 2x4. S and extend xte extension with flange and top flange. w4. Support extwith 2x4 nailed to web of joistwith 2 X•hridging or Wood I Beam Follow detail Ft for nailing Gable end wall Fast of a nails at s o.c. clinched. ?' to bearing plate. Additional uplift Fasten flange dxnensi 2x4 m 01 x-bridging ing with hoc Validate use connections may be required. support with 8d nails at 8" o.c. of x- bridging with local code. Up-the-Slope Spans Sc Cutting Lengths for Sloped Roofs Joist Depth v Slope 9'/ :" 11' /a" 14" 16" Slope Factor Amount to Increase Length for Plumb Cut (Lp in feet) 2 4 P0oR in 12 1.02 0.17 0.21 0.24 0.28 I. 3 in 12 1.03 0.20 0.25 0.29 0.33 �� 1- S\o? �ogt o gp`r ' 34 in 12 1.04 0.23 0.29 0.34 0.39 4 in 12 1.05 0.26 0.33 0.39 0.44 f 4X in 12 1.07 0.30 0.37 0.44 0.50 5 in 12 1.08 0.33 0.41 0.49 0.56 6 in 12 1.12 0.40 0.50 0.58 0.67 i Lh 7 in 12 1.16 0.46 0.58 0.68 0.78 L.--Lh x SLOPE FACTOR + Lp (in Ft.) . 8 in 12 1.20 0.53 0.66 0.78 0.89 9 in 12 1.25 0.59 0.74 0.88 1.00 EXAMPLE: 10 in 12 1.30 0.66 0.83 0.97 1.11 7/12 slope and 20' -0" horizontal span, 2' -0" overhang (horizontal) one end 22' x 1.16 = 25.52' up- the -slope 11 in 12 1.36 0.73 0.91 1.07 1.22 If a 14" joist will be used, add 0.68 feet. 25.52 + .68 = 26.20' 12 in 12 1.41 1 0.79 0.99 1.17 7 1 .2 x 12" = 2.4" or approximately 21/2': L = 26' -21/2" 12 Georgia- Pacific Corporation, September 2003 Engineered Lumber Installation Guide Hole Location for GPI Joists Simple or Multiple Span Do not drill or cut flanges. � � 1 � 4 c� NW x W ixa y 3 M e I t ,i i r i' W a *n Ca 9 v 44 ,".vr aY�"�i'k�. x r} x5 rt, ti '� �" `e,) "''`'I`LL r at � . . chart chart -F- -- dimension - , j- -- note M4- -+-; ;E-- d — Chart dimension is minimum distance from inside face of support to nearest edge of hole. Joist Joist Round Hole Diameter Depth Clear Span 2" 3" 4" 5" 6" 6 7" r 8 9" 10" 11" 12" 13" 10' 0' -6" 0' -6" 1' -0" 2' -0" 3' -0" 3' -6" 12' 0' -6" 1' -0" 2' -0" 5-6" 4 -6 5-0" 9W' 14' 1' -0" 2' -0" 3' -0" 4' -6" 5-6" 6' -6" 16' 1' -0" 2' -0" 3' -6" 5-0" 6' -6" 7' -0" 18' 1' -6" 3' -0" 4' -6" 6' -0" 7' -6" 8' -6" 20' 0' -6" 0' -6" 1' -0" 3' -0" 5-6" 7' -0" a 12' 0' -6" 0' -6" 1' -0" 1' -0' 2 -0 T -6 3 -0 4 0 5-0" ` 1 14' 0' -6" 0' -6" 1' -0" 2' -0" 3' -0" 3' -6" 4' -0" 5-6" 6' -6" 16' 0' -6" 1' -0" 2' -0" 3' -0" 4' -0" 5-0" 5' -6" 6' -6" 7' -6" Q e �� 11W 18' 0'-6" 0' -6" 1' -6" 3' -0" 4 -0 5-0" 5-6" 7 6 5-6" a01/4 20' 0' -6" 1' -6" 3' -0" 4' -0" 5' -6" 6' -6" 7' -0" 9' -0" `_ 22' 0' -6" 0' -6" 1' -6" 3' -0" 5-0" 5-6" 6' -6" 8' -6" 10' -0" Example below 24' 0' -6" 0' -6" 1' -0" 1' -0" 3' -0" 4' -0" 5-0" 7' -6" 9' -6" p 10' 0' -6" 0' -6" 1' -0" 1' -0 1 -0 1 -0 1'-0" l'-O" 1 0 1 0 T-0" 3 6 12' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 2' -6" 2' -6" 3' -6" 5'-0" 14' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -6" 2' -0" 3' -0" 3' -6" 4' -0" 5-0" 6' -6" 16' 0' -6" 0' -6" 1' -0" 1' -0" 2' -0" 2' -6" 3' -0" 4' -0" 5' -0" 5' -0" 6' -6" 18' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -0" 4' -6" 5' -6" 5' -6" 7' -0" 8' -6" 14" 20' 0' -6" 0' -6" 1' -0" 1' -6" 3' -0" 3' -6" 4' -0" 5-6" 6' -6" 7-0 "i-- 8'-6" 22' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2 -6" 3' -0" 5' -0" 6' -0" 6' -6" 8' -6" 10' -6" 24' 0' -6" 0' -6" 1' -0" 1' -0" 3' -0" 3' -6" 4' -6" 6' -0" 7' -6" 8' -0" 10' -0" 26' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -6" 5' -6" 7' -0" 7' -6" 9' -6" 12' -0" 28' 0' -6" 0' -6" 1'-0" 1' -0" 1' -0" 2' -0" 3 -0" 5' -6" 7' -0" 7'-6" 15-0" 1y' -6" 14' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 1' -6" 2' -6" 3' -6" 5' -0" 6' -0" 16' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -0" 2' -6" 2' -6" 4' -0" 5' -0" 6' -6" 7' -6" 18' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 2' -6" 2' -6" 4' -0" 5' -6" 7' -0" 8' -6" 20' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -0" 3' -6" 4' -0" 5' -6" 7' -0" 8' -6" 16" 22' 0' -6" 0' -6" 1' -0" 1'-0" 1' -0" 1'-0" 1' -0" 1' -6" 2' -6" 3' -0" 4' -6" 6' -6" 8' -6" 15-6" 24' 0' -6" 0' -6" 1 -0" 1' -0" 1' -0" 1 -0" 1' -0" 2' -6" 4 4' -0" 6' -0" 8' -0" 15-0" 26' 0' -6" 0' -6" 1' -0" 1'-0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -0" 3' -0" 5' -0" 7-6" 9'-6" 12' -0" 28' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2 -6" 4' -0" 4' -6" 6' -6" 9' -0" 11' -0" 30' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -6" 4' -0" 4' -0" 6' -6" 9' -0" 11' -6" 14' -0" 32' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -6" 5-0" 5-6" 8' -0" 10' -0" 12' -6" 15-6" NOTES: 5. A group of round holes at approximately the same location shall be permitted if they 1. Hole locations are based on worst case of simple and multiple span meet the requirements for a single round hole circumscribed around them. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF dead load, 6. For joists sr pi more than one span, use the longest span to determine hole location spans from page 3. in 2. Holes not greater than 1.5" in diameter can be placed anywhere in the web, bathe 7. All holes shown on this chart may be located vertically anywhere within the web; a hole must be spaced a minimum horizontal clear distance of 2times its diameter (but clear distance of at least 1 /8" must be maintained from the hole edge to the inner not less than 1 ") from any adjacent hole. surface of the closest flange. 3. For holes greater than 1.5" diameter, minimum clear distance between EXAMPLE: a) two round holes is 2times the diameter of the larger hole Determine the allowable location of a 9" round hole in a 14" deep GPI joist ' b) a round hole and a rectangular hole is the larger of 2times the hole which spans 20'. diameter or twice the rectangular hole width Enter the chart in the left column and find 14" joist depth, move to the right and 4. For multiple holes: The clear distance between the holes must equal or exceed twice find 20' in the joist span column and move across the chart to intersect the 9" the diameter of the largest hole, or twice the longest side of a rectangular hole. round hole column. The nearest allowable location to either bearing is 7' -0. Georgia- Pacific Corporation, September 2003 13 Engineered Lumber Installation Guide Hole Location for WI Joists Simple or Multiple Span Do not drill or cut flanges. � � 3 s : y , � - . '� � fz5 � �.t,�T. � a � Fk ,�� - ,. sp �` , �. 44 chart I I See chart _. ----- dimension ;-<— note flit --- jam =— -- dimension — Chart dimension is minimum distance from inside face of support to nearest edge of hole. Joist Joist Hound Hole Diameter Depth Clear Span 2" 3" 4" 5" 6 7" 8" 83/4' 9" 10" 107" 11" 12" 1274' 10' 0 -6" 1' -0" 1' -6" 2' -6" 3=6" 12' 0=6" 1, -6" 2=6" 3 =6" 5=0" • 14' 2 -0" 3'-0" 4=0" 5 , -0 " 6 , -0 " 9W 16' 2-0" 3=0" 4 , -0 " 5, -0" 6=6" 18' 2 -0" 3 -0" 4 -0" 5 -6" 7' -0" ` , tg, 20' 1' 0" 2' -6" 4.0 5 =6" 7=6" e`� 12' 0-6" 1 -0" 1-0" 1 -6" 2=6" 3=0" 4=0" 4' -6" 14' 0' -6" 1' -0" 1 -6" 2 -6" 3' - -6" 4' -6" 5 =6" 6'-0" tVOl‘ 16' 0 -6" 1:6" 2 -6" 3 -6" 5'-0" 5 -6" 6 -6" 7' -0" 18' 2 -0" 3 -0" 4 -0" 5' -0" 6' -0" 7 -0" 8' -0" 8 11 %" 20' 2 -0" 3'-0" 4 -0" 5-0" 6 -6" 7 -0" 8 -0" 9:0" 22' 2'0" 3' -6" 4 -6" 5' - -6" 7' -6" 8 -0" 9' -6" 10 -6" 24' 2 -6" 4 -0" 5 -0" 6 -0" 8' -0" 8' -6" 10 -0" 11' -0" 26' 1' -6" 3' - -0" 4 -0" 5' -6" 7 -6" 8 -6" 10 -0" 11' -0" le below 28' 0 -6" 1' -0" 2' -0" 4'-0" 6' -6" 7=6" 9'-6" 11'-0" Example 12' 0' - -6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 1' -6" 2' - -6" 2' - -6" 3' -6" 4=6" 14' 0=6" 1=0" 1' 0" 1=6" 1=6" 2 -0" 3 -0" 3' -6" 4'-0" 5'-0" 6 -0" 16' 0 -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -0" 4 -0" 5 -0" 5 =0" 6'-0" 7' -0" 18' 0 -6" 1' -0" 1' -6" 2 -6" 3' -6" 4-6" 5'-6" 6 -0" 6 7 -6" 8 -6" 20' 0-6" 1' -0" 1' -6" 2 -6" 3 -6" 4 -6" 5 -6" 6 -0" 6 -6 " 7 -6" 8 -6" 14" 22' 0 -6" 1' -0" 1' -6" 2' -6" 4' -0" 5 -0" 6' -6" 7' -6" 7 -6" 9 -0" 10' -0" 24' 0-6" 1' -6" 2 -6" 4 -0" 5 -6" 6' -6" 7' -6" 8 -6" 9 -0" 10 -0" 11 -6" 26' 0 -6" 2' -0" 3 -0" 4 -6" 6' -0" 7' -0" 8 -6" 9 -0" 9 -6" 11' -0" 12 -0" 28' 0' -6" 1-0" 2 -6" 4 -0" 6' -0" 7 -0" 8 -6" 9 -6" 10 11 -6" 13' -0" 30' 0 -6" 1' -0" 1' -0" 1' -6" 3 -6" 4' -6" 6' -6" 8 -0" 9' -0" 11' -0" 12-6" 32' 0' -6" 1' -0" 1' -0" 1'-6" 4 -0" 5 -0" 7 -6" 8' -6" 9' -6" 11-6" 13' -0" 14' 0' - -6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 1' -6" 1' -6" 2 -0" 3 -0" 3-6" 4 -0" 5 -0" 6 -0" 16' 0=6" 1'-0" 1' 0" 1'-6" 1=6" 1' -6" 2 -0" 3' -0" 3=0" 4' -0" 5 -0" 5' -0" 6' -0" 7' -0" 18' 0=6" 1=0" 1=0" 1' 6" 1'-6" 2' -6" 3' -6" 4' -0" 4 -6" 5' -6" 6 -0" 6' -6" 7' -6" 8' -6" 20' 0=6" 1'-0" 1=0" 1' 6" 1'-6" 2' -6" 3' -6" 4' -0" 4' -6" 5' -6" 6 -0" 6' -6" 7' -6" 8 -6" 16 " 22' 0 -6" 1 , -0 " 1 , -0 " 1 , -6 " 1 , -6 " 2.6" 4 4 -6" 5-0" 6 -6" 7 -6" 7 -6" 9:0" 10 -0" 24' 0'6" 1' 0" 1=0" 1'-6" 3' -0" 3' -6" 5' -0" 6' -0" 6-6" 7 -6" 8' -6" 9 -0" 10' - -0" 11'-6" 26' 0 -6" 1'-0" 1' -0" 1' -6" 3 -6" 4 -6" 5' -6" 6' -6" 7 -0" 8 -0" 9-0" 9 -6" 10-6" 12 -0" 28' 0 -6" 1' -0" 1' -0" 1' -6" 3 -0" 4' - -0" 5' -6" 6 -6" 7' -0" 8' -6" 9 -6" 10 -0" 11 -6" 13-0" 30' 0:6" P -0" 1' -0" 2' -0" 4 -0" 5' -0" 6' -6" 8 -0" 8' -0" 10 -0" 11'-0" 11 -6" 13' -0" 14' -6" 32' 0' - -6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 4 -0" 5' -0" 6' -0" 8 -0" 9 -6" 10' -0" 12 -0" 13' -6" 34' 0 -6" 1' -0" 1' -0" 1' -6" 1' -6" 3 -0" 5 -0" 6 -6" 7' -0" 9 -0" 11' -0" 11' -0" 13 -0" 15' -0" NOTES: 5. A group of round holes at approximately the same location shall be permitted if they 1. Hole locations are based on worst case of simple and multiple span meet the requirements for a single round hole circumscribed around them. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF dead load, 6. For 1 joists with more than one span, use the longest span to determine hole location in spans from page 3. 2. hole must greater e spaced a minimum horizontal clea distance of 2 r times its diameter (but 7 cleardist distance of at least Vs" must be located main from the hole edge from thee inner a - not less than 1") from any adjacent hole. surface of the closestflange. EXAMPLE: 3. For holes greater than 1.5" diameter, minimum clear distance between altwo round holes is 2 times the diameter of the larger hole Determine the allowable location of a 9" round hole in a 14" deep WI joist which has b) a r mete hole and a rectan rect r hole is multiple spans of 16' and 20'. e the larger of 2times the hole Enter the chart in the left column and find 14" joist depth, move to the right and find 20' in dmme hr twice to clear dna bl width the joist span column and move across the chart to intersect the 9" round hole column. the multiple of the Tae he largest h ole 4. a osa de, or twice e the t tente between the hoes the side o f f at m equal a recctt anngugu a lar r h hole . twice The nearest allowable location to either bearing is 6' -6" the t hh lole 14 Georgia - Pacific Corporation, September 2003 Engineered Lumber Installation Guide } Installation Do's and Don'ts ' DO NOT DO Do not cut or notch flanges (except birdsmouth cuts in roof details R4 & R6.) `` ,I DO NOT DO - ip-:.--,, , ',,,,t)Q,5).-4.,,, ,, , , ,,, 0 ,,- ,,,.,,',.' .0 , Do not violate hole chart rules. 41-- (See Hole Charts on --■ pages 13 & 14) DO NOT DO Do not birdsmouth cut bottom flang ,'' at high end of rafter. ;' t y ,.0 , ` , Continuous wedge or . ) approved fastener '' , , s Support b eam Support beam Wood I BeamTM Wood 1 Beam (Refer to detail R2.) DO NOT DO or DO In =::::::.= ' ,,- ., , .,,,,.,:'''`" „ /....7=1... a........a =.::,:= _ : D o not hang Wood I Beam R im = p _ Hanger E. _j oist by top flange or web. B oard T=9:.:..%.: DO NOT D ;:; Rafter oor //ehe�, e fa lli� ► Do not bevel cut )Dist beyond yyood I Beam inside face of wall. blocking or ' Fiber� rim board Stron required at � � bearing for ►1 Hanger lateral support Georgia- Pacific Corporation, September 2003 15 Engineered Lumber Installation Guide G -P Lam LVL Bearing Details Bearing on Bearing on Steel Column Beam -to -Beam Wood Column Connection • 0 . , • II • 4145111444444 1 0 ", , 4 Make sure hanger capacity is Verify the required bearing area and the ability of the supporting column appropriate for each application. member to provide adequate strength. Side plates may be required. Consult Hangers must be properly installed designer of record. See chart on page 19 for column cap suggestions. to achieve full capacity. Bearing on Bearing for Door Beam Pocket in Exterior Wall or Window Header Masonry Wall `I'''' -' u ry e s 1 :s t O 4 6 ii Prevent direct contact of G -P Lam LVL Prevent direct contact of G -P Lam® LVL with concrete. Consult local building with concrete. Consult local building code for requirements. code for requirements. High End Hip Bearing End Hip Bearing 9 p g Seat Cut / Notching ,_ , - 4 t14**441%44 4 \444 1 0 , t I*11 �y *. p04 40 .......,„ .... „i -......, ,,, 4. 1 '- - 444. ,,..., ... Hip beam must bear completely on Hip beam must bear on post or in Seat cut must not extend past inside plate or post. Seat cut must not extend properly designed hanger or other face of bearing. Do not notch beams past inside face of bearing. connection. at bearing. For fastening recommendations for multiple -piece G -P Lam LVL members, see pages 17 & 18. 16 Georgia- Pacific Corporation, September 2003 Engineered Lumber Installation Guide Allowable Holes in G -P Lam® LVL A 8" (min.) spacing between holes, typical. Maximum of G -P Lam® LVL or three holes per span. glulam beam 1" maximum round hole(s) 1 1 t t° i " * " I 't (g. , le''' , , € fie a c , t . " . t �., ai/2 j ( .:d � d , a �ti9 Y +e '� +,� +'� t +ti," t t ,, �, �' - s°' f . a s � r � � ��s � W � 1 a� y t z� �� } _ * 9 y b �� x _ ' $,+ 4 i7a � � " ' e. . a 1 i' lei 't'" ", ^Sp `�" f u+ N �` t ,04.3,4 e a q � � p r�s ,y„ fF E 4 nn i � i 3 a • O a 1 , b f 4 t 'Or:, iii x r T }, 1i a �¢'k'E2"';yE' O O ,r', ; y "b � `,. ,n ;" 4. . r O o 0 • 1/3 span middle 1/3 span 1.41 1/3 span a t • t g a3 NOTES: 1. Hole(s) must be located at mid -depth and within the middle 1/3 span. t , , 2. 1" maximum round hole diameter. No rectangular holes are allowed. < . ' 3. Use a minimum 8" spacing between holes and no more than three holes per span. " n. 4. Valid for single and multiple span uniformly loaded beams only. Not valid for cantilever sections. 5. Minimum beam depth 9 ". Do not notch, drill or cut G -P Lam LVL except as shown in this publication. G -P Lam® LVL Beam -To- Column Connectors L---► Column Capacity* Total Cap Lbs.-100% Width Column ** W L H KCC44 15315 3 4 x _Wood 3 %" 7" 4 " 1 KCC46 24065 3%" 6 x Wood 5%' 11" 6%" , KCC48 24065 3%" 8 x Wood 7)4" 11" 6 KCC64 37815 5 4 x _Wood 3g/a" 11" 6%" KCC 1 �\ KCC66 37815 5%" 6 x Wood 5)4' 11" 6'/:" KCC68 37815 5'/," 8 x Wood 7%:" 11" 6%" [:2-------------1. KCC84 60940 7" 4 x _Wood 3 " " /B' 13" 8" KCC86 60940 7" 6 x Wood 5A" 13" 8" t • KCC88 60940 7" 8 x _Wood 7%' 13" 8" H H KLCC35 -4 21000 3%" 4" dia. steel — 11Y2" 4 KLCC KLCC525 -4 21000 5Y;" 4" dia. steel — 11%" 4" KLCC7 -4 21000 7" 4" dia. steel — 11' /' 4" 'Capacity is maximum capacity of the USP column cap. ""Adequacy of column to be verified by others. NOTE: GP engineered lumber products may support mold growth if exposed to certain conditions, including moisture, dampness, condensation, humidity, water or wet conditions. Mold, mildew, fungi, algae, moss, bacterial growth, decay, rot or similar conditions are not manufacturing or product defects and Georgia- Pacific assumes no responsibility or liability for such conditions, regardless of cause. The user is responsible for proper installation of GP engineered lumber products. The products must be installed in strict conformity with Georgia- Pacific's instructions and all applicable building code requirements and other regulations. In addition, if not specifically covered by Georgia- Pacific's installation instructions or construction detail illustrations, the products must be installed in accordance with generally accepted design and construction practices. When installing engineered lumber products, the user also should consider the effects of local climate and geography. Georgia- Pacific does not warrant and is not responsible for any finished structure or system that GP engineered lumber products may be incorporated into or other building components that may be used with these products. 19 Georgia - Pacific Corporation, September 2003 Gula de instalacion de madera aserrada construida m c a at Edifique sobre Advertencias de seguridad y notas de instalacibn 2 r d iv la fortaleza de la Vigas Wood I Beam - � mademader aserrada Tablas de tramos para piso 3 Enmarcado tfpico 4 e Detalles de piso 5 -8 . construida. Detalles de vigas voladas 9 La instalacion apropiada de productos de Detalles de plomerfa 10 madera aserrada construida Georgia- Pacific Detalles de techos 11 -12 es crftica para el desempefio total del sistema, Tablas de Iocalizacibn y este folleto suministra los lineamientos de orificios 13 -14 necesarios para realizarla. Enmarcadores, Lo giae se debe y no se debe plomeros, instaladores mecanicos y electricos hacer en la instalacibn 15 deben acudir a las fi guras y tablas de esta gufa para conocer las recomendaciones apropiadas de instalacion y modificacion. Lamina G -P Lam® LVL Detalles de soporte 16 Recomendaciones gym de sujecibn 17 -18 . x , Orificios y conectores permitidos 19 .T" ' . I t1 ! , t y t elYj d " i 3: 'tit. a . i� �. to t 7 ' ,�� ' 1'� �tl, ; La familia Georgia- Pacific de productos de ,,, S. madera aserrada construida incluye: • Vigas GP Wood 1 BeamTM • Tablero de borde FiberStrong® • G -P Lam® LVL 1 Georgia- Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Almacenamiento y manejo Notas de instalacion • Las vigas Wood I Beam, la lamina G -P Lam LVL y el tablero de A. La madera construida no debe instalarse en contacto directo con borde FiberStrong no deben almacenarse en contacto directo con el construccion de concreto o masoneria y debe utilizarse solamente suelo y deben protegerse contra la intemperie. Proporcione en condiciones de uso seco cubierto. circulacion de aire bajo las cubiertas y alrededor de las pilas de B. Excepto para el corte longitudinal, los rebordes superior e inferior materiales. de las vigas Wood I Beam no deben cortarse, perforarse o tajarse. • Los paquetes deben almacenarse nivelados. C. Las cargas concentradas solo deben aplicarse a la superficie • No abra los paquetes hasta el momento de su instalacion. Tenga superior del reborde de arriba, no suspenderse del reborde cuidado cuando maneje paquetes y componentes individuates para inferior. Contacte a GP para las excepciones. evitar lesiones a quienes los manejan o dafio por parte de D. Cuando clave revestimiento al reborde superior, siga las montacargas o gruas. recomendaciones de clavado del fabricante del revestimiento, Pero mantenga el espaciado dentro de los margenes presentados • Almacene y maneje las vigas Wood I Beam en position vertical. abajo: Almacene y maneje la lamina G -P Lam LVL y el tablero de borde FiberStrong de forma plana. Requisites de especiedo pare clavo de revestimiento GPI20 GPI 40, WI 40, W160, • Retorcer las vigas, o aplicar cargas a la viga cuando esta plana Tamaao GPI 65 WI 80 g P g g P del Clavo Min. Mix. Min. Mix. Min. Mix. puede dafiarla. Caja de 8d, clavo comun 8d 3" 16" 2" 24" 4" 24" • No se deben usar productos estropeados. Caja de ted, caja de 12d 3" 16" 2" 24" 4" 24" Clavo comun 10d, clavo comun 12d 41/2" 16" 3" 24" 4" 24" NOTAS: Advertencia de seguridad 1. Si se requiere mas de una fila de clavos, las filar deben compensarse por lo menos 1/2" (3/4" para vigas WI) y escalonarse. Las vigas Wood I BeamTM no sostendran a trabajadores u otras cargas hasta que esten instaladas y aseguradas apropiadamente. Para 2. Las grapas de calibre 14 pueden sustituirse por clavos 8d si las minimizar el riesgo de lesion, cada viga Wood I Beam debe asegurarse grapas penetran la viga por to menos 1 ". apropiadamente al erguirla. Se deben instalar y adherir ajustadores 3. No use clavos mas largos que aquellos presentados arriba cuando continuos y/o paneles de bloqueo antes de instalar piso o revestimiento adhiera revestimiento a los rebordes de las vigas Wood I BeamiM. de piso. Se debe establecer restriccion lateral, como una tarima Ejemplo: Cuando use clavos comunes 8d y vigas de la serie GPI 20, existente o una pared de extremo asegurada en los extremos del no los separe menos de 3" (min.) e.c. y no mas de de 16" (max.) e.c. intercolumnio. Alternativamente, se puede clavar una tarima temporal E. Los clavos instalados en la cars angosta de una lamina G -P Lam o permanente (revestimiento) a los 4 primeros pies de vigas al final del LVL no deben espaciarse menos de 4" (clavos comunes 10d) o 3" intercolumnio. Las filas de apoyos temporales en angulos rectos a las (clavos comunes 8d). vigas deben estar aseguradas con un minima de dos clavos 8d (clavos de caja 10d si el grosor neto de apoyo excede 1 ") a la superficie F. El extremo que soporta el largo de las vigas Wood I Beam debe superior de cada viga paralela y la restriccion lateral establecida. El ser de por lo menos 1 -3/4 ". Los soportes intermedios de vigas apoyo debe ser minima de 1x4 y por lo menos de 8 pies de largo con de tramos multiples deben ser de por lo menos 3 -1/4 ". espaciado en el centro sin exceder 10 pies. Los extremos del apoyo G. La longitud minima de soporte para las vigas y tizones G -P adyacente deben traslapar por to menos dos vigas. Apile materiales de Lam LVL: soporte de extremo 1 -1/2 ", soporte intermedio 3 ". construccion solo sobre vigas principales o paredes. H. Las vigas Wood I Beam deben restringirse contra la rotacion en El almacenamiento o instalacibn inapropiada, el dejar de seguir codigos aplicables de construccion, el dejar de seguir las tablas sus extremos mediante el uso de border de viga, paneles de apropiadas de carga, el dejar de usar tamafios y ubicaciones aceptables bloqueo, o puenteo cruzado. El reborde superior de una viga Wood I Beam debe ser soportado lateralmente y mantenido de agujeros, o el dejar de usar refuerzos de soporte cuando se requiere derecho dentro de un alineamiento verdadero de 1/2 ". La base puede resultar en accidentes serios. Las notas de instalacion deben de piso de madera contrachapada o lamina de fibra orientada seguirse cuidadosamente. (OSB) clavada al reborde superior es adecuada para proveer soporte lateral. I. Ademas, deben suministrarse vigas de borde, paneles de f '` .-1 bloqueo o bloques de presion bajo todas las paredes exteriores Y y paredes interiores de soporte para transferir la carga de arriba !lit, , ' hacia la pared o el cimiento de abajo. J. Los extremos de las vigas y tizones G -P Lam LVL deben I At, f �/ � restringirse contra la rotacion y la parte superior (u orilla de ,I�Q�_ ��,� compreston) d ebe estar lateralmente a o a por enmarcado o LW! � Wit P Y ds No permits trabajadores o cargas Apile materiales de construccion solo refuerzo perpendicular a 24" en el centro o mas cerca. sabre las vigas Wood I BeamTM sobre vigas principales o paredes K. Las vigas G -P Lam LVL de 1 -3/4" x 16" y mas profundas solo hasta que estan apropiadamente deben usarse en elementos de piezas multiples. instaladas y apoyadas segiln se details arriba 2 Georgia - Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de piso F7 PANELES DE BLOQUEO USADOS PARA REFUERZO F$ VIGA DE CORTE SESGADO No carte con sesgo la viga mss ally de la care interior del El horde de revestimiento tasado de cape sencilla de , apoyo. 23/32" (madera contrachapada o lamina de fibra orientada) suministra una transferencia de carga 00 lio. vertical det0001p1 (dos capes = 20001p1).Elbordede g al de rah 000Ip o e fibre de orientada per mitid° solo Idmin ca n pm madera fundidades cant de vige de haste 11 -7/8" a menos qua se use con bloques 1 I 4� ■ de presion de 2 x 4 min -, ;; segun se muestra en la Figure F4. 411 / ., Paneles de bloqueo instalados a un I minim° de 4' en cada esquina de la 1 construccion y par lo menos a 4' cede Nota: Se regulars bloqueo de 25' 8 de longhud de pared. Use Clavos 8d 'I and I Beam" o 'Pik a " e.c. uentea -x en el ` soporte pare apoyo lateral - Verifique el cbdigo local de conatruccion pare los detalles apropiados en Areas de eke carne lateral. Verifique el duller) local de construccian pare los detalles apropiados en Areas de eke cargo lateral. F9 9 PANEL DE BLOQUEO, INTERIOR ®j BLOQUES DE PRESION EN EL SOPORTE INTERIOR Transferencia de carga vertical = Maxima de 20001p1 a lo largo de Transferencia de cargo vertical = Maxima de 2000 !pi a lo largo de la pared de soporte la pared de soporte de carga. de carga. La pared de soporte de carga debe apilarse sabre el La pared de soporte de carga debe apilarse sabre I ' bloqueo y la pared o la viga de abajo." 1 I el bloqueo y la pared o la viga de ahajo.• — Cuanda dos vigas se encuentren en la pared, suministre un soporte minima de 1/18„ 1 -3/4" pare cede viga a instate Panel de bloqueo pa soportar ambas vigas. I� re :. Adhiera la viga con un ® o se requieren paneles de bloqueo �' �+ clay° 10d o de Al I cuando las vigas son cominuas sabre le perforation a cads lado pared y erribe no exists pared de soporte del soporte. de carga. 5} •a' 1 q 4 .Las parades I �a 11' t, qua no se apilan Bloque de presion (2x4 Clavos 8d Chivas es a c. segun requieren minima). Requerido Selo sr las especi cific ecio nesdel conaldereclon arriba existe pared d de profesronal de disefio, per° adicionel. soporte de carga. / / q ue cumplan can la Nata de Inatelacion D, pagrna 2.1 iP 0 Pared de soporte, lamina G -P Lamm LVL o viga gluh / 'lea parades qua no se apilan requieren consideracian adicionel. Verffique el cadigo local de contraction pare los defines apropiados en Areas de eke carpe lateral. 41 1 CONSTRUCCION DE VIGA DOBLE Viga Profundidad Bloqueo regular de relleno Bloqueo de rolleno de protundidad complete de la viga ese en las Figures F12, C4 y R7 llsese en las Figures F13 y P14 ` lls Bloqueo de o Ix GPI20 913" 2x6 2x6 rattan ? 1 W 111/4" 2x6 2 x 8 A ,; ' GPI 40 9 2x6 +S " LFO/madera contrachapada 2x6 +SS "LEO/madam contrachapada Breche ' 2o" 11 W 2x6 + Si" LFO/madera contrachapada 2x8+ IV LFO/madera contrachapada de 1/8" 14' 2x8 +34 LFO /madera contrachapada 2x10 +44" LFO /madera contrachapada � 1 ' f I65 9Y" 2x6 +54" LFO /madera contrachapada 2x6 +44" LFO /madera contrachapada I � . ' W . - WI 40 11 W' 2x6 +35" LFO /madera contrachapada 2 x 8+ %" LFO/madera contrachapada \ \\ WI 60 14' 2x8 +44" LFO /madera contrachapada 2x10 +54" LFO/madera contrachapada 1 ) 214" 16' 2x8 +S" LFO/madera contrachapada 2 x 12 + 54" LFO /madera contrachapada 1 (�r 11'4" (212x8 1212x8 f WI80 14' (212x8 (2)2x10 3 K 18' (212 x 8 1212 x 12 1. Soporte le parte posterior de Is membrane durente al clavado pare evitar dato a la conexidn de Is membrane y el reborde. 2. Deja una brecha de 1/8" entre la parte superior del bloqueo do relleno y le parte inferior del reborda superior. 3. Bloqueo solido entre vigas pare le longitud complete deltramo. 4. Coloque las vigas juntas y clove desde cada lado con 2 files de clavos 10d a 12° e.c., remachedos cuando sea posible. Escalone lea files a 8" desde los ladoa opuestos 6 Georgia - Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de piso ® APERTURA DE PISO, COLGADORES DE MONTAJE SUPERIOR / / I Bloques de respaldo / t' , 4 �lt f'; / Ensemble la viga doble Viga Profmrdidadde la alga Material Prolundidad ""--. � ` ° segun le Figure Fii. GPI 20 914", 11'6" 2x6 5h" / / ( relleno regular) GPI 40 96 ",11W W 6" 14" 7T% �� I - / GPI 65, 97 ' /," " %" + WI 40, W 160 116 ", 14 ", 16" h" + h' 7A" WI 80 11W,14",16" 2x8 7A" � "EI bloque dabs ser lo suficientemente largo pare permhir el clavado ` � i �1` requerido do sin rajarse. I (/ n ` Bloque de respaldo (usese si la cargo dal colgador excede 250 lbs.) Antes de instalarle un respaldo a una vi9a doble, martille (3) clavos 10d adicionales en la membrane donde se a)ustara el respaldo. Remache ` cuando sea posible. Instals el respaldo bien ajustado a la parte superior del reborde. Use (10) clavos 10d, remachados cuando sea posible. Ensemble la viga doble 1 i lp APERTURA DEL PISO, COLGADORES DE MONTAJE DE CARA Begun la Figura F11. ( relleno / I de profundidad complete) Bloqueo de respaldo Antes de instaler un respaldo a una viga doble, / I Padden requeriree martille (3) clavos 10d adicionales a le / refuerzos de soporte en membrane donde se ajustara el respaldo. los colggedores. Wee la Remache cuando sea posible. instals el Figura F10) respaldo bien ajustado a la parte superior del /� reborde. Use (10) clavos 10d, remachados / �� r g r cuando sea posible. k i. Bloques de respaldo• r / Bloque de respaldo a ambos Viga Profundideddelaviga Material Profundided I r a h ladosdela GPI 20 96 ",116" 7" 6%" I A i i k f 4 membrane. I` GPI 40 96 ",116 ,14" A" 6 %, 8'6',10'6" I r m k GPI 65, 9;4 ", 11W, 14', 16" 7 " +'A" 67", 8%",10%,127" I / " >� fr l WI 40, WI 60 WI 80 11W,14 ",16" 1W net 8 %,10 %, 127" / / f B "El hloque debe ser lo suficientemente largo pare permitir el clavado requerido sin reJerse.Le profundided del respaldo debe igualar le A / / i i .. profundided de la viga menos 3- 1/4 ".i F14 CONEXION DE LARGUERO A VIGA Construccian de Wood I Beam" doble segun la Figura F11 (relleno de profundidad complete). Tamano de bloqueo del ' vlitt ' 0 respaldo e instalacian segun la Figure F13. II � I Nol\4 .. 1 0 , Culaadore■ sera Requlsitoa de clavado larguero de 14' (maxima) United Steel Products MSH 218 Minima (12) clavos 10d en vigas dobles o 0 titan LVL sencillo o doble. Minima I Simpson Strong -Tie THA 218 (4) clavos 10d x 1.12" en el !arguer°. Para largueros meyores a 14' o reaccian de larguero mayor a 700 Ibs., Ilame a G -P. Georgia- Pacific Corporation, septiembre 2003 7 Guia Residencial para Madera Aserrada Construida Detalles de piso Ca CONEXION DE VIGUETA A VIGA F\ 6 CONEXION DE VIGUETA A VIGA, PASO BAJO G -P Lam' LVLo viga /b Glul Padden requerirse ` G Lamina de soporte. Calgador de monteje de refuerzos de soporte i ,,, La IEimina debe ester care en los colgedores. Pareja con la care Note: Se padrlen requerir Wee In Figure F18) interior de la viga de refuerzos de soporte (yea acero. la Figure F18)• 41111 . Colgadores � �� de montage ' `` (ter superior' 110 . , / Ji i Colgadores j f ,' l de monteje F Travesefia pare superior" a /1, el adj de 1 11 reap nmiento de piso Vigil de Acero R ° *Los Colgadd J, G -P Lam LVLo montaje de de es ✓ Note: Se requiere bloquea de madera s6lide viga Glulam monta de la viga de acero pare colgadores de pueden su care stbuuse' montaje de care sabre viga de acorn. gli CONEXION VIGUETA A VIGA, PASO BAJO 110 REFUERZOS DE SOPORTE I 1- Brecha (1/4" a) i Podrien requerirse RevestimieMo redeems de sonata en 2 „ * cuando sea posible APA® 23/32 Remeche los clevos tasado par " ° '. fog Colgadores (Veil le A'" "�, ` Figure 18) 48/24 o horde o r 4 y ► 1 1 0 -P aprobedo.� a v Madera * } 4,r Vigo del refuerso Cleves comrechepeda, / \ orient d , fibre Clev Bd � 4 � t / miemede, o relearns 3 * GPI 20 ° +' x 2Y+ '3) 10d 2x4eg ode ledo en: t '` GPI 40 Ad' Ai x 2 " " /,0' 3) 10d I - Col adores con Ws" clavedo lateral 3:-';‘,1,,,,, � m ' �1 �� ". GPI 65 /i' +Ai'X2 /e" (3) lOd �/ 1; 5) vy' + _ \ - Colgadores con ,fat G -P Lem° LVL WI 40 Ai A" x 2r/r" (3) 10d lades qua no 1 ' ' ,, o viga glulam WI 60 A"+ A" x 2 " " /r" (3) 10d l a es q en reborde WI (JO 1A:''x2 ° %d' Imin.) (3)12d contenanmilord �,/ ∎ Cartes de piso de ( de 2.5I15 del refuerzo es 1 p5jero Revestl S tasado t � ; , . \ � APA° a Sturd- I -FIoaP , i1" 4� - 2.. p a r l Figure F7 ' �\ paralos r } Ajuste apretado bioqueo. ador de Col blaqueo. 9 el BLOQUES DE PRESION EN CARGAS CONCENTRADAS -1Breche de ®j REFUERZOS DE MEMBRANA cargo 1/16" concentrada 11 11 I ` desde arribe f , IL ! Gsese cuando les cargos cancentradas excedenlos , valares de la table de tadoabajo. av I Instals refuerzos Begun la I' Figure F18 pero epres contra el reborde superior y la '► Figure inferior. Ver e ., sobrellevaaialcarge pare , 4 10,..0 I concentrada. _. ` I Brecha 1 de 1/4" Prolundidad de viga Se requieren retuerma de membrane 2 � r, se Ise series d le serge concerdrede exasde II` � { de aides 1120 lbs. �, " 1420 lbs. • `/ i V 14° 1500lbs. I `/ B de menera sdlidatadas los pastes al soporte I� 18" 1500 lbs. Inferior con igual numero de bloques de presian 8 Georgia - Pacific Corporation, septiembre 2003 Guia Residencial pars Madera Aserrada Construida Detalles de v volada Se requieren pansies de C 1 VIGA VOLADA, SIN REFUERZO bloqueo de puentea -x o Wood 1 C2 VIGA VOLADA, REFORZADA Beam" (yea la Figura F2) en Revestimiento sencillo (Opcibn I) Para las cergas permisibles de las viges voladas y continuer pared / techo sabre viga volada, por 4' a cede lado del Area de Se requieren pansies de bloqueo de puenteo-x o Wood use la table a is izquierda, use at vige volada. I Beaten Nee la Figura F2) en las vigas voledas y software FASTBeam a contacts continuer por 4' a cads lado del Area de vige volada a Georgia- Pacific. 4/1 XXX .. \ X X Xr ', ‘41111:111.11 414‘411.1.* ..*%‘' %. l'%'*'--ai'"1*-----------1'.''''41*'' - " El largo de y y lavice der adano 1/4 del ;,,,--T;''''' ceder j puede ex tremo adyacente (L). !' ■ ► f Revestimiento de Revestimienta de ! : Jp; AdemAs: 23132" tasado 23132" tasado por m a° AI Si el extrema of vige volada Saporta por APA' o ma de 2' -0" APA• o tablero de \ tine` carps de pared / techo, el large mAx mo de tablero de borde borde FiberStrong ® . FiberStrong'. la viga volada es 2'•0 ". Note: Las vigas Woad I B) Si no hay cargos colocadas en el extrema de le vige Nate:Se requiem tablero de borde FiberStrong' o revesdmiento tasado par APA4h de 48/24 (fibre de care Beatere" deben volada, el largo maxima de la viga volada es 4'-0 ". horizontal) a un lado de la viga. La profundidad dabs igualar la profundidad complete de le viga. protegerse de Is Cleve al reborde de la viga con clavos Bd a 6" 0.c. imemperie. Para otras conditioner contacts a Georgia - Pacific. C3 VIGA VOLADA, REFORZADA PATR6N DE CLAVADO DE REFUERZO DOBLE Revestimiento doble (Option 11) Se requieren paneles de bloqueo de puenteo -x o Woad I Beam (Yea la Figura F2) en las vigas voladas y / , Cleve con clavos 8d a 6" e.c. Compense el ,,� continuer por 4' a cede lade del Area de vige volad clavada en el lado opuasto del reborde pare '*4 a evitarrajaduras. # + f , ,�✓�" f „ r � x.+ �,/ ,'yI ��,, ro 1 X . - '>, ' <., ": 1 ,1 t4 :11 '''''''''' e Revestimiento de X' ' 6(K 23/32" tasado por `xe Y ^,/ APA® o tablero de MAxima de 2' -0" 6' borde FiberStrang'. \,,„.„ , §" Nota:Se regulars tablero de horde FiberStrong'o revestimiento tasado APA'48/24 (fibre de care horizontal) en embus lados de la vige. La profundidad debe igualar Is profundidad complete de la viga. Clove a los rebordes de la vige con clavos 8d a 6" e.c. Compense el clavado a los lados opuestos del reborde pare evitar rajaduras. La profundidad del bloque de C5 VIGA VOLADA, CAIDA respaldo laden F13) dada C4 VIGA VOLADA, REFORZADA igualar a 1a del bloqueo de Viga doble (Option III) relleno de profundidad complete Se requieren paneles de bloqueo de puenteo -x a Wood I Se requieren pantiles de bloqueo de (Figura F11). Instele el respaldo Beam (yea la Figura F2) en las vigas voladas y continuer ''4 uenteo -x a Wood I Beam (vea la Figura F2) bien ajus a or p P del reborde. tado Cleve la con parts 2 inferi files de por 4' a cede lado del Area de viga volada. las vigas voladas y continuer por 4' a cede clavos 10d 8 6" 9.c. y remeche. lado de area de vige volada. f Oi p * La pared de soporte de + t ; " carpe no estt permhide. ., 110 t . ' 1 -• > eV, ,, '-----..„, .. Revestimiento de '' ` ♦ a s ,1� +�� ip 23/32" tasado por I ► ps° xa Axima APA'otahlerode 12 ` � borde FiberStrong'. M de 2'•0" � c I00 Note: Bloquee juntos al largo completo con la profundidad complete del bloqueo de relleno. Vea le Minima de 2x8 (diseriada por I Se requieren paneles de bloqueo Figura F11 pare el tamafio del relleno. Use 2 files de clavos 10d a 12" e.c. desde cede lado; otros) clavados al bloque de \ tit{ n� en las viges voladas y continuer compense el lado opuesta clavando a 6" e.c. Para anchor de reborde mayores a 212 files de clavos 10d a 12" e.c. desde cede ledo; compense el lado opuesta del clavado a 8" e.c. files de clavos 10d a 6" e.c. y volada. Remache los clavos cuando sea posibie. remachados cuando sea posible. 9 Georgia- Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de techo R1 CONEXION DE CRESTA A VIGA R2 EXTREMO SUPERIOR, SOPORTE SOBRE PARED Inclinacibn maxima de 12/12 Panel de bloqueo Wood IBeam' ",puenteo -x, revestimiento de 23/32" 48/24 tasado par APA °, o Apretedera• KANT -SAG* profundidad apropiada detablero de borde LSTI22 o SIMPSON LSTA21 FiberStrong° coma cierre continuo. Vea las c,_\on(16) Figures F2, F5 y F7. ,, Colgador de inclfnacidn ajustable Ives la pagine 16) I 1 I k Refuerzo sesgado de soporte a cads lado (vea la " Figure F18) Viga de crests 'O�/ (G -P Lam° LVL o Glulam) 1 Siga Is Figura F1 para el Sipe le Figura F1 para el clavado clavado sabre la lamina de sabre Is lamina de soporte. 'Apretedera requerida pare vige de 16" de soporte. Podrfan requerirse Podrfan requerirse conexiones profundidad o elementos con inclinacibn de Lamina de madera sesgada o conexiones adicionales de adicionales de leventamiento. 7/12 o mayor. conector de inclinacidn variable leventamiento. R3 VIGAS SOBRE LA VIGA DE SOPORTE DE CRESTA R4 CORTE DE PICO DE PAJARO SSIo en el extremo inferior de la viga. Cuadrado de madera cantrachapada de 3/4" x 2' -0" (colocar Is fibre horizontal) a cada ledo can (12) clavos 8d remachados o apretadera can (16) clavos 10d x 1 -1/2" • aplfcados al reborde superior seg(n Is Figura R1. 4 Panel de bloqueo Woad I Refuerza de ' Beam (vea la Figura F2). soporte a cede fr ii _RN amindoble Alera apcianal de de madera sesgada. 2'•0" (max.) Panel de bloqueo Siga la Figure F1 pare el 0 Wood I Beam a I • G -P Lem LVL o Siga le Figura F1 pare el clavado clavado sabre la lamina de a puenteo -x (vea sabre la lamina de soporte. soporte. Podrfan requerirse vige de soporte Ta'e la Wood I Beam pare suministrar P q le Figure F2) Podrfan requerirse conexiones 1 conexiones adicionales de glulam. adicionales de leventamiento. soporte campleto al reborde de abajo. leventamiento. R5 VIGAS EN LAMINA SESGADA R6 CORTE DE PICO DE PAJARO Solo en el extrema inferior de le viga Refuerzo de 4. soporte a cede , / \� -- lade (vea la Panel de bloqueo Wood I Beam Figura R8) a puenteo -x (vea la Figura F2). , 1 p \ I j �� Bloque de 2x4 pare (• adherirfachada Puenteo-x o pantiles de La longitud de viga valade no puede y +• Lamina sesgada bloqueo Wood I Beam. F Siga la Figura F1 pare el Verifique el use de puenteo -x exceder 1/4 del tramo adyecerrte IL). Ja continua o con el cbdi o local. are el clavado sabre la Siga la Figura Fl conector de clavado sabre la lamina de 9 P soporte. Podrfan requerirse 2'-0 "max. , I lamina de soporte. Podrfan requerirse allure variable. conexiones adicionales de conexiones adicionales de leventamiento. 'Clue no excede 4'•0" leventamiento. Georgia- Pacific Corporation, septiembre 2003 11 Guia Residencial para Madera Aserrada Construida Detalles de techo • F APERTURA DE TECHO, COLGADORES DE MONTAJE DE CARA R8 REFUERZO DE SOPORTE DE CORTE SESGADO Corte en sesgo el refuerzo de soporte pare emparejar la inclinacion del techo. Vea la Figura F18 para informacidn sabre adhesion. Colgador de montaje dedwn requerirse l refuerzos de care de soporte. (yea le Figura F18) Vige -I 0 G -P Larne LVL I11 L sesgadode �< ` / 010 respaldo I (vea la G -P Lame LVL Siga la Figura F1 pare el Sipa la Figure F1 pare el Figura F13) a viga doble clavado sabre la lamina de clavado sabre le lamina de Colgador de (vea la Figure soporte. Podrlan requerirse soporte. Podrfen requerirse (nclinacion F11) conexi ejustable ones adicianales de conexiones adicianales de levantamiento. levantamiento. ® 1 EXTENSIONES OPCIONALES DE ALERO un 2x4 clavado al ledo del 40 ALERO PARALELO A LA VIGA Puede usarse can las Figures 84,85 y R6 (Extrema reborde superior con clavos de inferior solamente.) caja 10d a 8" e.c. Coloque un L taco cortado de 2x4 sabre le I lamina, dehejo dal alero de \1 Siga la Figure F1 Cuando L excede el espaciado pare el clavado 2x4. Corte en sesgo pare de la viga, podrfe requerirse L (2' -0" max.) sabre la lamina Refuerzo de emparejar la doble viga. A de soporte. soporte a cede nclinacion del techo. ' Podr(an ledo. (vea la requerirse Figura F18) �� conexiones - 4 adicioneles de levantamiento. 11 � I A Detenga s 041 -�� // la viga Wood I '0-. `/ Perilla exterior de 2x4 `�% Beam" en la lines de la ? I tajada alrededar del , , pared y exdenda el , Cort de r1 reborde superior de la reborde superior con un 2x4. ♦ I 2x4 + . viga Wood I Beam. Cleve Sastenge la °Mansion can un �� 5', F con clavos 8d la parte it 2x4 clavado a la membrane de la 1 e inferior de la lamina y el viga can dos files de clavos Bd reborde superior. remachados a 8" e.c. Asegure le Puenteo -x o panel de °Mansion del reborde a un soporte de 7. bloqueo Wood I Beam. Siga la Figura F1 pare el clavado 2x4 con clavos 6d a 8" e.c. 0' Verifique el use de sabre le lamina de soporte. Pared can extremo de eguilon m at puenteo -x con el codigo Podrlan requerirse conexiones I local. adicionales de levantamiento. Tramos de subida inclinada y cortes de longitudes para techos i nclinados Profundidad de viga G�\ - Factor de Sys' 11 14" 16" V � �N ` ' a Inclinaci6n inclination Cantidad longitudinal a incrementar pare cone de plomada (Lp en pies) t�xFP G� OP J � a`ae d a ° `l 2'4 en 12 1.02 0.17 0.21 0.24 028 v. v 3 en 12 1.03 0.20 0.25 0.29 0.33 2 3h en 12 1.04 0.23 0.29 0.34 0.39 8 4 in 12 1.05 0.26 0.33 0.39 0.44 1 ' 4'( en 12 1.07 0.30 0.37 0.44 0.50 5 en 12 1.08 0.33 0.41 0.49 0.56 Lh 6 en 12 1.12 0.40 0.50 0.58 0.67 Lh x FACTOR DE INCLINACION+ Lp (en pies) 7 en 12 1.16 0.46 0.58 0.68 0.78 8 en 12 1.20 0.53 0.66 0.78 0.89 EJEMPLO: 9 en 12 1.25 0.59 0.74 0.88 1.00 Inclinaci6n de 7/12 y tramo horizontal de 20' -0 ", alero (horizontal) de un 10 en 12 1.30 0.66 0.83 0.97 1.11 extremo de 2' -0" 22' x 1.16 = 25.52' subiendo la inclinaci6n 11 en 12 1.36 0.73 0.91 1.07 1.22 Si se va a usar una viga de 14 ", agregue 0.68 pies. 25.52 +.68 = 26.20' 12 en 12 1.41 0.79 0.99 1.17 1.33 .2 x 12" = 2.4" o aproximadamente 2 L = 26' -21/2" 12 Georgia - Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Ubicacion de agujeros para vigas GPI de tramo simple o multiple No perfore ni corte los rebordes. S 0 S 44 dimension Vea la dimension klthe A , �-- de trazo i<-- nota04 —. ;-4— de tram — La dimension de trazo es Ia distancia minima desde Ia care interne de soporte haste la orilla mas cercana del agujero. Profundided Tram despeiado Diametro de agujero redondo de la viga de visa 2" 3" 4" 5" 6 6K" T" 8" 8'h" a" 10" 11" 12" 13" 10' 0' -6" 0' -6" 1' -0" 2' -0" 3' -0" 3' -6" 12' 0' -6" 1' -0" 2' -0" 3' -6" 4' -6" 5' -0" 9/," 14' 1' -0" 2' -0" 3' -0" 4' -6" 5' -6" 6 16' 1' -0" 2' -0" 3' -6" 5' -0" 6' -6" 7' -0" 18' 1' -6" 3' -0" 4' -6" 6' -0" 7' -6" 8' -6" 20' 0' -6" 0' -6" 1' -0" 3' -0" 5' -6" 7' -0" �g 12' 0' -6" 0' -6" 1' -0" 1' -0" 2' -0" 2' -6" 3' -0" 4' -0" F-0" �� 14' 0' -6" 0' -6" 1' -0" 2' -0" 3' -0" 3' -6" 4' -0" 5' -6" 6' -6" Q Qj 16' 0' -6" 1' -0" 2' -0" 3' -0" 4' -0" 5' -0" 5' -6" 6' -6" 7' -6" Se 11'" 18' 0' -6" 0' -6" 1' -6" 3' -0" 4' -0" 5' -0" 5' -6" 7' -6" 8' -6" 20' 0' -6" 1' -6" 3' -0" 4' -0" 5' -6" 6' -6" 7' -0" 9' -0" 22' 0' -6" 0' -6" 1' -6" 3' -0" 5' -0" 5' -6" 6' -6" 8' -6" 10' -0" 24' 0' -6" 0' -6" 1' -0" 1' -0" 3' -0" 4' -0" 5' -0" l' -6" 9' -6" Ejemploabajo 10' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -0" 3' -6" 12' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 2' -6" 2' -6" 3' -6" 5' -0" 14' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -6" 2' -0" 3' -0" 3' -6" 4' -0" 5' -0" 6' -6" 16' 0' -6" 0' -6" 1' -0" 1' -0" 2' -0" 2' -6" 3' -0" 4' -0" 5' -0" 5' -0" 6' -6" 18' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -0" 4' -6" 5' -6" 5' -6" 7' -0" 8' -6" 14" 20' 0' -6" 0' -6" 1' -0" 1' -6" 3' -0" 3' -6" 4' -0" 5' -6" 6' -6" 7' -0 " f — 8' -6" 22' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -0" 5' -0" 6' -0" 6' -6" 8' -6" 10' -6" 24' 0' -6" 0' -6" 1' - 0" 1' - 0" 3' -0" 3' -6" 4' -6" 6' -0" 7' -6" 8' -0" 10' -0" 26' 0' -6" 0' -6" 1' -0" 1' -0" 1' -6" 2' -6" 3' -6" 5' -6" 7' -0" 7' -6" 9' -6" 12' -0" 28' 0'-6" 0' -6" 1' -0" 1' -0" 1' -0" 2' -0" 3' -0" 5'-6" 7'-0" 7'-6" 10' -0" 12'-6" 14' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 1' -6" 2' -6" 3' -6" 5' -0" 6' -0" 16' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -0" 2' -6" 2' -6" 4' -0" 5' -0" 6' -6" 7' -6" 18' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 2' -6" 2' -6" 4' -0" 5' -6" 7' -0" 8' -6" 20' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -0" 3' -6" 4' -0" 5' -6" 7' -0" 8' -6" 16" 22' 0 -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 2' -6" 3' -0" 4' -6" 6' -6" 8' -6" 10'-6" 24' 0' -6" 0' -6" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' -0" 2' -6" 4' -0" 4' -0" 6' -0" 8' -0" 10' -0" 26' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -0" 3' -0" 5' -0" 7' -6" 9' -6" 12' -0" 28' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -6" 4' -0" 4' -6" 6' -6" 9' -0" 11' -0" 30' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -0" 2' -6" 4' -0" 4' -0" 6' -6" 9' -0" 11' -6" 14' -0" 32' 0' -6" 0' -6" 1' -0" 1' -0" 1' -0" 1' -0" 1' -6" 3' -6" 5' -0" 5' -6" 8' -0" 10' -0" 12' -6" 15' -6" NOTAS: 5. Se debe permitir un grupo de agujeros redondos aproximadamente en la misma 1. Las ubicaciones pare agujeros estan basadas en los peores casos de condiciones de localizacibn si cumplen con los requisitos de un agujero redondo individual tramo simples y multiples con cargas uniformes de piso de 40 LPC de carga viva y 10 circumscrito a su alrededor. o 20 LPC de carga muerte,tramos de la pagina 3. 6. Para vigas con mas de un tramo, use el tramo mas largo pare determinar la 2. Los agujeros no mayores a 1.5" en diametro pueden colocarse en cualquier lugar de ubicacibn del agujero en cualquier tramo. la membrana, pero el agujero debe ester espaciado a una distancia horizontal 7. Todos los agujeros presentados en esta table pueden ester colocados verticalmente despejada minima de 2 veces su diametro (pero no menos de 1 ") de cualquier an cualquier lugar de la membrana; se debe mantener una distancia despejada de agujero adyacente. por to menos V8" desde la orilla del agujero hasty la superficie interior del reborde mas cercano. 3. Para agujeros mayores de 1.5" de diametro, distancia despejada minima entre EJEMPLO: a) dos agujeros redondos es 2veces el diametro del agujero mayor Determine la localizacibn permisible de un agujero redondo de 9" en una viga GPI de b) un agujero redondo y un agujero rectangular es la mayor de 2veces el diametro 14" de profundidad que se expande 20'. del agujero o dos veces el ancho del agujero rectangular En la tabla de la columna izquierda, encuentre 14' de profundidad de la viga, 4. Para agujeros multiples: La distancia despejada entre los agujeros debe igualar o muavase hacia la derecha y encuentre 20' en la columna de tramo de viga y exceder dos veces el diametro del agujero mas grande, o dos veces el lado mas muavase a travas de la table para cruzarse con la columna de agujero redondo de largo de un agujero rectangular. 9 °. La localizacibn mas cercana permisible para cualquier soporte es 7' -0'. Georgia- Pacific Corporation, septiembre 2003 13 Guia Residencial para Madera Aserrada Construida Localizacion de agujeros para las vigas WI de tramo simple o multiple No perfore ni cone los rebordes. 5 0 0 S CIP,v4a re) dimension Vea la dimension kAbille g < de trazo >•j j- 4—nota — j de trazo —> — — La dimensi6n de trazo es Ia distancia minima desde Ia care interne de soporte hasta Ia orilla mss cercana del agujero. Profundldad Tramo despeiedo Dismetro de agujero redondo de la vige de viga 2" 3" 4" 5" 83" 1" 8" 81" 9" 10' 101" 11" 12" 123" 10' 0 -6" 1' -0" 1' -6" 2 -6" 3=6" 12' 0=6" 1' -6" 2 -6" 3=6" 5' -0" 14' 2 -0" 3' -0" 4' -0" 5=0" 6 -0" 9%" 16' 2' -0" 3' -0" 4' -0" 5' -0" 6' -6" 18' 24" 3' -0" 4' -0" 5 -6" 7' -0 "��e 20' 1' -0" 2' -6" 4 0" 5 6" 7=6" �e t 12' 0 -6" 1' -0" 1' -0" 1 -6" 2 -6" 3 -0" 4' -0" 4 -6" Se 14' 0 -6" 1' -0" 1 -6" 2' -6" 3 =6" 4=6" 5 =6" 6=0" � 16' 0 -6" 1 -6" 2 -6" 3 -6" 5 -0" 5-6" 6 =6" 7 18' 2 -0" 3=0" 4 -0" 5 -0" 6=0" 7 -0" 8 -0" 8=6" 11W 20' 2 -0" 3=0" 4 -0" 5.0" 6-6" 7 =0" 8=0" 9=0" 22' 2 -0" 3 -6" 4 -6" 5=6" 7 =6" 8=0" 9=6" 10=6" 24' 2 -6" 4 -0" 5 -0" 6-0" 8 -0" 8 -6" 10 -0" 11'-0" 26' 1' -6" 3' -0" 4' -0" 5' -6" 7' -6" 8' -6" 10:0" 11'-0" 28' 0=6" 1' -0" 2 -0" 4' -0" 6 -6" 7 -6" 9 -6" 11' -0" Ejemplo abaft) 12' 0' -6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 1' -6" 2' -6" 2' -6" 3' -6" 4' -6" 14' 0' -6" 1' -0" 1' -0" 1' -6" 1' -6" 2' -0" 3' -0" 3' -6" 4 -0" 5' -0" 6 -0" 16' 0 -6" 1' -0" 1' -0" 1' -6" 2 -6" 3 -0" 4 -0" 5 -0" 5 -0" 6 -0" 7 -0" 18 0 1' -0" 1 -6" 2 -6" 3 -6" 4 -6" 5 -6" 6 -0" 6 -6" 7 -6" 8 -6" 20' 0 -6" 1' -0" 1' -6" 2 -6" 3 -6" 4 -6" 5 -6" 6 -0" 6 -6 " 4-- 7 -6" 8 -6" 14" 22' 0 -6" 1' -0" 1' -6" 2 -6" 4 -0" 5 -0" 6 -6" 7 -6" 7' - -6" 9 -0" 10 -0" 24' 0' -6" 1' -6" 2 -6" 4' -0" 5-6" 6 -6" 7 -6" 8 -6" 9' -0" 10 -0" 11 -6" 26' 0 -6" 2 -0" 3 -0" 4 -6" 6 -0" 7' -0" 8 -6" 9 -0" 9 -6" 11' -0" 12' -0" 28' 0 -6" 1' -0" 2 -6" 4 -0" 6' -0" 7 -0" 8' - -6" 9' -6" 10' - -0" 11 -6" 13 -0" 30' 0 -6" 1' -0" 1' -0" 1' -6" 3 -6" 4' -6" 6 -6" 8 -0" 9 -0" 11' -0" 12-6" 32' 0' -6" 1' -0" 1' -0" 1' -6" 4' -0" 5' -0" 7' -6" 8 -6" 9' -6" 11 -6" 13' -0" 14' 0' - -6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 1' -6" 1' -6" 2 -0" 3 -0" 3' - -6" 4 -0" 5' - -0" 6 -0" 16' 0' - -6" 1' -0" 1' -0" 1' -6" 1 -6" 1' -6" 2' -0" 3' -0" 3' -0" 4' -0" 5' -0" 5 -0" 6' -0" 7' -0" 18' 0' - -6" 1' -0" 1'-0" 1' -6" 1' -6" 2 -6" 3 -6" 4' -0" 4 -6" 5 -6" 6' -0" 6' -6" 7' -6" 8 -6" 20' 0 -6" 1' -0" 1' -0" 1' -6" 1' -6" 2 -6" 3' -6" 4=0" 4=6" 5 -6" 6 -0" 6 -6" 7' -6" 8=6" 16" 22' 0-6" 1' -0" 1' -0" 1' -6" 1'-6" 2 -6" 4 -0" 4 -6" 5' -0" 6 -6" 7 -6" 7 -6" 9 -0" 10 -0" 24' 0 -6" 1' -0" 1' -0" 1' -6" 3 -0" 3 -6" 5' -0" 6' -0" 6 -6" 7' -6" 8 -6" 9' -0" 10 11' -6" 26' 0' -6" 1' -0" 1' -0" 1' -6" 3 -6" 4 -6" 5' -6" 6 -6" 7' -0" 8 -0" 9 -0" 9-6" 10 -6" 12 -0" 28' 0-6" 1' -0" 1' -0" 1' -6" 3 -0" 4 -0" 5-6" 6 -6" 7 -0" 8' -6" 9' -6" 10 -0" 11 -6" 13 -0" 30' 0 -6" 1' -0" 1' -0" 2' - -0" 4-0" 5' -0" 6' -6" 8 -0" 8 -0" 10 -0" 11' -0" 11 -6" 13 -0" 14 -6" 32' 0=6" 1' -0" 1' -0" 1' -6" 1' -6" 1' -6" 4 -0" 5 -0" 6 -0" 8=0" 9 -6" 10 -0" 12=0" 13 -6" 34' 0 -6" 1' -0" 1' -0" 1' -6" 1' -6" 3 -0" 5 -0" 6 -6" 7 -0" 9 -0" 11' -0" 11' -0" 13 -0" 15 -0" NOTAS: localizacibn si cumplen con los requisitos de un agujero redondo individual circumscrito 1. Las ubicaciones para agujeros estsn basadas en los peores casos de condiciones de a su alrededor. tramo simples y multiples con cargas uniformes de piso de 40 LPC de carga viva y 10 020 6. Para vigas con mas de un tramo, use el tramo mas largo para determiner la ubicacion LPC de carga muerte, tramos de la pagina 3. del agujero en cualquier tramo. 2. Los agujeros no mayores a 1.5" en diametro pueden colocarse en cualquier lugar de la 7. Todos los agujeros presentados en esta table pueden estar colocados verticalmente an membrane, pero el agujero debe ester espaciado a una distancia horizontal despejada cualquier lugar de la membrane; se debe mantener una distancia despejada de par lo minima de 2 veces su diametro (pero no menos de 1 ") de cualquier agujero adyacente. menos V8" desde la orilla del agujero haste la superficie interior del reborde mas 3. Para agujeros mayores de 1.5" de diametro, distancia despejada minima entre cercano. a) dos agujeros redondos es 2veces el diametro del agujero mayor EJEMPLO: b) un agujero redondo y un agujero rectangular es la mayor de 2veces el diametro del Determine la localizacibn permisible de un agujero redondo de 9" en una viga WI agujero o dos veces el ancho del agujero rectangular de 14" de profundidad qua tiene expansiones mtihiples de 16' y 20'. 4. Para agujeros multiples: La distancia despejada entre los agujeros debe igualar o En la table de la columna izquierda, encuentre 14" de profundidad de la viga, exceder dos veces el diametro del agujero mas grande, o dos veces el lado mas largo de mu6vase hacia la derecha y encuentre 20' en la columna de tramo de viga y un agujero rectangular. mu6vase a travels de la table para cruzarse con la columna de agujero redondo de 5. Se debe permitir un grupo de agujeros redondos aproximadamente en la misma 9 ". La localizacibn mss cercana permisible para cualquier soporte es 6' -6 ". 14 Georgia- Pacific Corporation, septiembre 2003 Guile Residencial para Madera Aserrada Construida Que hacer y no hacer en la instalacion NO RAGA ESTO HAGA ESTO No corte o tale rebordes (except() cortes de pico de pdjaro en los detelles del techo R4 y R6.) NO HAGA ESTO HAGA ESTO r , 0„ • r: .. fi -, i ;a a No infrinja las regles de la table de agujeros. -411— Well las tablas de oriacios en las —► pdginaa 13 y 14) NO HAGA ESTO HAGA ESTO ti No hags cortes de pico de pfijaro en la parts inferior del reborde de extremo superior del par. r; ' Cur'fa continua o h; sujetador aprobado 1 ,fa �Viga de apoyo - � Viga de apoyo r. _ ' Wood I BeamTM' Wood I Beam (Refierase a la Figura R2.) NO HAGA ESTO HAGA -STO o HAGA ESTO fi i 5� :4?' ? , 1 ,,..4...!,,,41..r4=, .' v'>a` 'z No cuelgue vigas Wood I Tablero i` B = Colgador I Beam del reborde superior o de borde e Ia membrane. ; :r.0 NO HAGA ESTO HAGA ESTO 0 HAGA ESTO Par Extienda el recubrimiento de pis° P„ hacia la care exterior de la pared '', Mia'V ► � a�z, Via ►Z� No hags cone soaped° de -.....— viga mss ally de la care Se requiere bloqueo interior de la pared Wood I Beam o tablero de borde FiberStrong® i en el soporte pare w® a poyo lateral ► ► Colgador Georgia - Pacific Corporation, septiembre 2003 15 Guia Residencial para Madera Aserrada Construida t Recomendaciones de sujecion para elementos de carga lateral y piezas multiples Refiorase a las notas generales en la pagina 17. Las vigas de piso deben adherirse con colgadores metalicos aprobados. Las cargas laterales concentradas de conexiones de viga a viga podrfan requerir consideracion adicional; contacte al suministrador de productos de madera aserrada construida GP. Patronos de sujecion Clavos Perna Tornillos' A' B' C D' Eu F'a . 2 filas 3 filas 2 filas 2 filas 2 filas 2 filas de clavo comun 16d de clavo comer) 16d de pernos de 72" de pernos de 72" de tornillos de' /:' x 3 de tornillos de 1 /4" x 3'/2' a 12" e.c. a 12" e.c. escalonados a 24" e.c. a 12" e.c. escalonados a 24" e.c. a 12" e.c. 1. Los tornillos son United Steel Products de la serie WS o Simpson Strong -Tie de la serie SDS instalados segin recomendaciones del fabricante. 2. Escalone cada fila de sujetadores a 12 ". 3. Cuando se usan tornillos en la adhesion de elementos para formar una viga de 7. de grueso: . a) la adhesion especffica es de cada lado (escalone los tornillos desde los lados opuestos a la mitad del espaciado del sujetador para evitar rajaduras), y b) los tornillos deben ser de 6" de largo, a menos que el elemento central sea de 3 -1/2" de grueso. Clavos Pernos Tornillos Pill 1111 i ii — I 11? 1111 EMI i _ _ _...„ — — A (Clavos) o f (Tornillos) = B (Clavos( = C ( Pernos) o f (Tornillos) = Dos filas a 12" E.C. Tres filas a 12" E.C. Dos filas a 24" E.C. •4- 1 2►. - 1 --12 -. ® 4 --- 24 "--0.0 . \ oe 98 9itt,o, y , 0..rp. il Nik III . ► . ; , II e.� III 0 , : Las cargas laterales concentradas Lamina G -P Lam LVL de piezas multiples de Podrian resultar condiciones de carga podrfan requerir pernos adicionales. carga lateral. lateral de las Figuras de viga -I similares a Para mas informacion, contacte al F15A, F16, F17 or R1. suministrador local de madera aserrada construida GP. 18 Georgia - Pacific Corporation, septiembre 2003 Guia Residencial para Madera Aserrada Construida Agujeros permisibles en lamina G -P Lam® LVL Espaciado de 8" (min.) entre agujeros, tlpica. Maximo de tres G -P Lam' LVL a agujeros por tramo. viga glulam 1 I I� ►I Agujero(s) redondals) de maxima de 1" I I x r fun ; j r i "a I + t o �i vt �� ' P �c �, i . H AF, § F „ "` + r h vAa w ,' k x fe t ' i % A &-,� i Xa xf . x & ,# t , �, s j � g 1 D � 1 v 2 " � °,� t, 1 r � ,a�e t 4xa� 4u �ptfa��eT TO i �x . t '' i 'f a ia�� n y � ,, ' 44, 4 � '''..r' 'yn ' ' A ' �.. k k a "I ': � ' +' `' '.` a ? ab a 'w» : f , t t `� A +A 4 s " d - , j0,4,1,,;:,,,,,!,4 1 . _kM }'. ..-; . y y � k * ,„, � 1 . v . 4 -4-i ov, ^. ' �} t 4�y ON £ ' -' 0 J1 ' • u,.. :'''Ski--, # 2. g � Asa, i . `d..�.,1t .. 'V t, .. e ,;, . ✓.„x ... ... fs .. 12 .. °., Ai , i.t, .. o 0 O 'e ►141 ►I.4 • ► O tramo de 1/3 tramo media de 1/3 tramo de 1/3 NOTAS: 1. EI(Los) agujero(s) debe(n) estar Iocalizado(s) a media profundidad y dentro del tramo media de 1/3. 2. Diametro maximo de 1" para agujero redondo. No se permiten agujeros rectangulares. 3. Use un espaciado minima de 8" entre agujeros y no mss de tres agujeros por tramo. ' i ' ., 4. V6lidos solamente para vigas de carga uniforme de tramo sencillo y multiple. No son validos para secciones de , x vigas voladas. lir 5. La profundidad minima de la viga es 9' /4". No taje, perfore o torte G -P Lam LVL Conectores de viga a column G -P Lam® LVL except° coma se muestra en esta publication. Cima de Capacidad* Ancho columna Lbs.- 100% total Column"" Ancho Largo Altura ', I A/ KCC44 15315 3%" 4 x _Madera de 3`/" 7" 4" KCC46 24065 3%i' 6 x _Madera de 5%" 11" 6W ...- ---- 4 1 KCC48 24065 3V" 8 x _Madera de 7W' 11" 6.4 KCC64 37815 5'A" 4x_Madera de 3 %" 11" 6,4 . KCC66 37815 5 ,4" 6 x _Madera de 5Vn" 11" 6W Il KCC68 37815 5,4 8x _Madera de 7'/:" 11" 6W KCC84 60940 7" 4x_Madera de 3%" 13" 8" KCC ' W — KCC86 60940 7" 6 x _Madera de 5'/:" 13" 8" is, KCC88 60940 7" 8 x _Madera de T /:" 13" 8" KLCC35 -4 21000 3%" acero de 4" de diametro — 11'/:" 4" KLCC525 -4 21000 5 acero de 4" de diametro — 11 4" H KLCC7.4 27000 7" acero de 4" de dibmetro 11'/: :" 4" `. "La cepacidad se refiere a la maxima capecidad de la time de columna USP. KLCC " "La suficiencie de la columna a ser verificada por otros. NOTA: Los productos de madera aserrada construida GP podrfan permitir el crecimiento de moho si se exponen a ciertas condiciones, incluyendo humedad, enmohecimiento, condensation, agua o condiciones mojadas. El moho, alhefia, hongo, alga, musgo, crecimiento bacteriano, decaimiento, pudrimiento o condiciones similares no son defectos de manufactura o del producto y Georgia - Pacific no asume responsabilidad u obligation por tales condiciones, sin importar la causa. El usuario es responsable por la instalaci6n apropiada de los productos de madera aserrada construida GP. Los productos deben ser instalados en estricta conformidad con las instrucciones de Georgia- Pacific y con todos los requisitos aplicables de los c6digos de construction y otras regulaciones. Ademds, si no est6 cubierto especificamente por las instrucciones de instalacidn o las ilustraciones detalladas de construction de Georgia - Pacific, los productos deben ser instalados de acuerdo con las pr6cticas generalmente aceptadas de disefio y construction. Cuando instale productos de madera aserrada construida, el usuario tambian debe considerar los efectos del clima y la geograffa local. Georgia- Pacific no garantiza ni es responsable por estructura terminada o sistema alguno en el qua los productos de madera aserrada construida GP puedan ser incorporados u otros componentes de construction qua puedan ser usados con estos productos. Georgia- Pacific Corporation, septiembre 2003 19 • ot r MIA M t•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipane, Cempanel, Hardisoffit and Cemsoflitt APPROVAL DOCUMENT: Drawing No. HPNL -8X, HPLK -4X8& HSOFFIT -8X, titled " Hardipane & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details ", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated04 /02!04, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0318.08 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candi' ont PE. v-4/, 04 4v C04, NOA No 02- 0729.02 Expiration Date: May 1, 2007 w ° Approval Date: April 8, 2004 Page 1 Ds' James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardipaank & Cemplank; Hardisoffit & Cemsoffit Installation Details ", drawing No HPNL -8X, HPLK -4X8 & HSOFFIT -8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST Laboratory Report Test Date Signature 1. ATI- 16423 -1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423 -2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423 -3 PA 202 & 203 03/18/96 A. N. Reeves PE. C • QUALITY ASSURANCE 1. Building Code Compliance Office. • D MATERIAL CERTIFICATION 1 Standard Compliance (ASTM C -1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. • 2 Evaluation Report NER -405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. E STATEMENT 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02 .�/ e) 4 08- 042 Cand do F. Font P.E. Sr. Product Control Examiner NOA No 02- 0729.02 Expiration Date: May 1, 2007 Approval Date: April 8, 2004 E--1 ` / w w . Y LJ M o x U • \ � Y ? ` .� �� -'• :. znw a3 `V . W o o . N w Z N U ! ! Z ZN¢ . b+oS Z , 0 _w ..gym F7 u 5 ❑P6 5y a*. .9 �qq 6 by • .„Acleo.1 ca € Uri' 3 • • ZNQ 3 - ;ay J UI W Li u$ 6-/-,.(/) CO p 1 O ' v 1t X H C1 Old ¢ .¢ l a '1 � �l • C S. 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U -cam 6_ PI IY aN NaN a• p 3' SI ¢.c 04. e'w a ° • � N. - - - ,O4- N L 0-.-.. ' u 3uildnlg Code Online http : / /floridabuilding.org /pr /pr_ app _dtl.aspx ?parain= wGEVXQwtD... , 41114 P no +a.uM�iwnroP BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links. Search aa; Product Approval r erz` USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL889 -R2 Application Type Revision Code Version 2004 ")!At at .l+ 0s Application Status Approved ,P p al: p Comments ALO [tu5 ` Archived 1 Product Manufacturer James Hardie Bldg Products +7 I + a r, :; Address /Phone /Email 10901 Elm Avenue 1; K C Fontana, CA 92337 .��'�� `�"��,t� (909) 356 -6366 Ix '.o-,l +; jlm @jameshardie.com i i Authorized Signature john mulder jlm @jameshardie.com All Technical Representative john mulder Itx" yeti, ; ;P4 Address /Phone /Email 10901 elm avenue fontana, CA 92337 (909) 356-6366 jlm @jameshardie.com Quality Assurance Representative Address /Phone /Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Intertek Testing Services -ETL /Warnock Hersey Validated By RI Ogawa & Associates, Inc. Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM C1186 1999 ASTM C1186 1999 Equivalence of Product Standards Certified By Sections from the Code 1405.15 R703.10 Product Approval Method Method 2 Option A rs 6/27/2006 3:07 to '3ui1ding Code Online http:// floridabuilding. org/ pr/ pr_ app_dtl.aspx ?param= wGEVXQwtD... Date Submitted 11/10/2005 Date Validated 11/10/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/07/2005 Summary of Products FL # Model, Number or Name Description 889.1 Cempanel siding fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 889 R2 T ASCE 7 -02 wind load Design Pressure: +/- calculation,pdf Other: For use in HVHZ install in accordance with PTID 889 R2 T ner -405 (April 2004).pdf NOA 02- 0729 -02 PTID 889 R2 T NOA No 02- 0729- .02.pdf 889.2 Cemplank lap siding fiber- cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 S89.3 Cemsoffit panel fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 889.4 Hardipanel siding fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 889,5 Hardiplank lap siding fiber- cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 889.6 Hardishingle cladding shingle fiber- cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Not for use in HVHZ 6/27/2006 3:07 3nilding Code Online http:// floridabuilcling. org/ pr/ pr_ app_dtl.aspx ?param= wGEVXQwtD... 889.7 Hardishingle notched panel fiber - cement cladding • Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Not for use in HVHZ 889.8 Hardisoffit panel fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 889.9 Harditex baseboard fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 889.10 Sentry lap sidig fiber - cement cladding Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: For use in HVHZ install in accordance with NOA 02- 0729 -02 'Back 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: l ^r�7 IgaI ehecl Bobby AFYM1O'I -l] 6/27/2006 3:07 lorida Building Code Online http: / /floridabuild ng.org /pr /pr_appi tl.aspx ?param= WGEVXQWtDq... j /4D OW s t, ire N =` • { A t nwanaaurwxrav BCIS Home Log In Hot Topics', Submit Surcharge. Stats & Factsi Publications FBC Staff BCIS Site Map Links Search Product Approval f k q 1 " USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail i6;�yi y Application Type Revision Code Version 2004 A roved €�pRl�iACgta+tmss ; Application Status Approved SLTRU @T " 'ti `l4;p1toNT(66#0 Comments �Pt01aA < Archived r ttt YS,�yr ,�+ Product Manufacturer JORDAN WINDOWS and DOORS Address /Phone /Email 4661 BURBANK ROAD : MEMPHIS, TN 38118 y�$ 0+44�Iu xz6 (901) 866 -2638 MIKE.DODDS @JORDANCOMPANY.COM Authorized Signature MIKE DODDS 1'nt �ry MIKE,DODDS @JORDANCOMPANY.COM Technical Representative MICHAEL DODDS Address /Phone /Email 4661 BURBANK ROAD MEMPHIS, TN 38118 (901) 363-2121 MIKE.DODDS @JORDANCOMPANY.COM Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) AAMA /NWWDA 101 /I.S. 2 -97 1997 Equivalence of Product Standards Certified By Sections from the Code 1707.4.2.1 Product Approval Method Method 1 Option A Date Submitted 09/16/2005 Date Validated 09/16/2005 Date Pending FBC Approval 09/23/2005 Date Approved 10/11/2005 1 of 6/27/2006 2:541 lorida Building Code Online h ttp: / /floridabuilding.org /pr /pr_ app _dtl.aspa ?param= wGEVXQwtDq... Summary of Products FL # Model, Number or Name Description 1378.1 2112 FIN FRAME H- LC35 =48 "X96" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 1378 R1 I FL1378 Single Hung Windows,pdf Impact Resistant: Verified By: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.2 2312 FIN FRAME H- LC50 =48 "X84" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.3 8500 FIN FRAME H- R40 =44 "X81" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.4 8600 FIN FRAME H- R50 =44 "X72" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Per attached manufacturers installation insructions. Not for use HVHZ 1378.5 8600 FIN FRAME H- R55 =36 "X84 "(optional test size) Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- ® Other: Per attached manufacturers installation insructions. Not for use HVHZ Back 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: xt?, eC hec, 7 of 3 6/27/2006 2:54 1 A • --„,....,„9,.„...2_ .r :6 '81'A 1 anvil penieaaa m aw J ' o f • Y v J 4 da MM MNNN NN Q O g ` � L'7', . 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L . . f ■1:.....7c...:.* :Jr .1, 11 14" a Is % ° ° Z g a ' ' 'a L = ° ii � X34 i vi Cd • po n.. 4iI4> n � o , . ! yNJ - . > m '-'2 4P V; Q' V' SS ..5- 1.,t ; 5m h } • 9T/7e IEVd 1~1SVUO SBSSTZ71206 02 ZZ 9082 /LT /'SO ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07310 Asphalt Shingles Materials Dimensional Deck Tyne: Wood 1. SCOPE This revises CertainTeed Landmark 30 and AR (and WideTrack QB), CertainTeed Landmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions, Test Product Description Specifications Certainteed Landmark 30 and 13 x 38 3 /4 " PA 110 A heavy weight, 2471b /sq, dimensional AR (and WideTrack QB) asphalt shingle. Certainteed Landmark 40 and 13 x 38 3 /4" PA 110 A heavy weight, 2641b /sq, dimensional AR (and WideTrack QB) asphalt shingle. Certainteed Landmark 50 and 13 x 38 3 /4" PA 110 A heavy weight, 2961b /sq, dimensional AR (and WideTrack QB) asphalt shingle. Accessory Shingles various proprietary Accessory shingles for hip, ridge and starter strip applications. 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R684 UL 790 04/02/01 PRI Asphalt Technologies, Inc. PCTC- 01 -02 -01 PA 100 01/12/01 CTC- 006 -02 -01 11/12/02 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance PA 107 11/30/00 02NK42448 11/08/02 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail 'A', attached. 5.5 Nailing shall be in compliance with Detail 'B', attached. c T ba`1 Expiration No.: 024219.03 iration Date: 02/28!07 Approval Date: 03/27/03 ' t _ Page 2 of 4 4 LIM 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Logo or the wording "Miami -Dade County Product Control Approved ". 7. BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. DETAIL A Rake Edge -5 5/81 CERTAINTEED LANDMARK 30, 40, 50 All dimensions shown are in inches 5 5/81 161/4 --5 5/8 -- IL 11 1 /4 -- 5 5/81 5 5/8 -I r 111/4 271/2 MOM= :mom 5/8 - 33 1/8 amomi AM= Mitagir Starter 5 5/8 Full Shingle Ens ism men Eaves NOA No.: 02- 1219.03 f o C � � Expiration Date: 02/28/07 rpi c � i~ Approval Date: 03/27/03 � Page 3 of 4 GEP CF' • 1 DETAIL B 'r -- 38 3/4" 1.- 12" ■---A 14 3/4" p- -y 12" 1" 1 -■- 13 1/4" -+, � . ' ' Mit 6 1/8 5 5/8" i__ Exposure 1 LANDMARK 30, 40, 50 (AND AR) -7777/////////// 38 3/4" / / / /7/7 / Release Ta / / / / /// / / / / /// / /// Nailing area for "low and standard" slopes (from 3.5:12 to 21:12) Nail between upper & lower nail lines. 1 12" - _ 14 3/4" — - 12" . �, 3 1/4 I 1 WIDE j r � ' _ 1 V 1 . I :, tt NAILING _ Y` J AREA AM } .v .•....• ...• .w .,e• .a..m- - - -' - f 7 1/2" 5 5/8" 6" Exposure 1 i 1 LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB (Low and Standard Slope) , " -� J / 38 3/4" �� /// / / / / / / / / / / / /// /� Release Tape' /111 _. N l ailing area for "steep" slopes (greater than 21:12) Nail between bottom 2 nail lines. 13 1 /4" - 12" 14 3/4" 12" - ��•�� ii•�•'i i�•.�i•,i i•�i•�! ii•OiM�i� 7�i��'i WOW !ia* w•9•.w•..wZ ••.••4..•.•AAA.•w,••j 5 5/8" 6 1/8" Exposure LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB (Steep Slope) END OF THIS ACCEPTANCE C1, NOA No.: 02- 1219.03 o� Iti Expiration Date: 02/28/07 g r°, Approval Date: 03/27/03 l• ! Page4of4 FORM 600A -2004 Alik Energy Gauge® 4.0 ' FLORIDA ENERGY EFFICIENCY ppig FOR BUILDING CONSTRUCTION L C�p Florida Department of Community Affairs Residential Whole Building Performance Method A bLa PP Project Name: Bestcon omes,.Dogwood Modified 1766 Builder: Bestcon Homes Address: - 76o V rtd r ct lane Permitting Office: Jacksonville City, State: A4 a(Iti'c gmch 1 Ft-34a33 Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 13.00 - 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ - 6. Conditioned floor area (ft 1766 ft _ c. N/A 7. Glass typel and area: (Label regd. by 13- 104.4.5 if not default) a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 324.0 ft - a. Electric Heat Pump Cap: 48.0 kBtu/hr _ b. SHGC: HSPF: 8.40 _ (or Clear or Tint DEFAULT) 7b. (Clear) 324.0 ft - b. N/A 8. Floor types - a. Slab -On -Grade Edge Insulation R =0.0, 182.0(p) ft - c. N/A b. N/A _ - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Exterior R =11.0, 1569.0 ft2 EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 220.0 ft' _ b. N/A c. N/A _ - d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 1501.0 ft 15. HVAC credits - b. Under Attic R =19.0, 356.0 ft2 _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 150.0 ft MZ- C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 50.0 ft - MZ- H- Multizone heating) - - - -- - - - - -- J Glass /Floor Area: 0.18 Total as -built points: 26640 PASS Total base points: 27170 I hereby certify that the plans and specifications covered by Review of the plans and Z$E sT ''• specifications covered by this 04...•- ATE' this calculation are in compliance with the Florida Energy Code. L!.. I'\IQ4r r, I A ,1. calculation indicates compliance „' % _ �;: ,�: PREPARED BY. „ ' with the Florida Energy Co �' " '• ' ; DATE: fa r. ° : T 4 Before construction is completed a l - , e -- this building will be inspected for .* ^ n ,N. I hereby certify that this building, as des'gned, is in compliance compliance with Section 553.908 ' '�. % . 1. . := with the Florida Energy Co Ap /Y c4 Ira' ., ..,ll .: y� Florida Statutes. C OD ., I > : OWNER /AGENT: A, BUILDING OFFICIAL: DATE: 5( c) (c?, DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004" EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: -700 01 . 0C4( ' Lail?) AA FL 3ac-3 3 PERMIT*: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1766.0 20.04 6370.3 Double, Clear N 9.3 6.0 14.0 19.20 0.65 174.7 Double, Clear N 15.8 9.0 8.0 19.20 0.63 97.2 Double, Clear S 9.0 8.0 32.0 35.87 0.50 577.0 Double, Clear W 13.8 8.0 16.0 38.52 0.42 260.4 Double, Clear S 9.3 8.5 80.0 35.87 0.51 1455.1 Double, Clear W 26.0 9.0 8.0 38.52 0.37 115.4 Double, Clear S 1.3 14.0 48.0 35.87 0.99 1706.9 Double, Clear E 1.3 8.0 36.0 42.06 0.97 1471.7 Double, Clear E 1.3 10.0 16.0 42.06 0.99 665.3 Double, Clear E 1.3 18.0 36.0 42.06 1.00 1508.5 Double, Clear N 1.3 8.0 15.0 19.20 0.98 281.4 Double, Clear E 1.3 6.0 15.0 42.06 0.94 591.0 I As -Built Total: 324.0 8904.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 220.0 0.70 154.0 Frame, Wood, Exterior 11.0 1569.0 1.70 2667.3 Exterior 1569.0 1.70 2667.3 Frame, Wood, Adjacent 11.0 220.0 0.70 154.0 Base Total: 1789.0 2821.3 As -Built Total: 1789.0 2821.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points ie Adjacent 18.1 2.40 43.4 Exterior Wood 34.1 6.10 207.9 Exterior 34.1 6.10 207.9 Adjacent Wood 18.1 2.40 43.4 Base Total: 52.2 251.4 As -Built Total: 52.2 251.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1473.0 1.73 2548.3 Under Attic 30.0 1501.0 1.73 X 1.00 2596.7 Under Attic 19.0 356.0 2.34 X 1.00 833.0 Base Total: 1473.0 2548.3 As -Built Total: 1857.0 3429.8 1■, 1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 182.0(p) -37.0 - 6734.0 Slab -On -Grade Edge Insulation 0.0 182.0(p -41.20 - 7498.4 Raised 0.0 0.00 0.0 Base Total: - 6734.0 _ As -Built Total: 182.0 - 7498.4 EnergyGauge® DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: — ?00 ,t rad i ' (.o n e � dd 3 PERMIT* BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1766.0 10.21 18030.9 1766.0 10.21 18030.9 Summer Base Points: 23288.1 Summer As -Built Points: 25939.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 48000 btuh ,SEER /EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 25939 1.00 (1.09 x 1.147 x 0.95) 0.263 1.000 8028.9 23288.1 0.4266 9934.7 25939.5 1.00 1.179 0.263 1.000 8028.9 EnergyGaugeTM DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 t WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 7 00 en va d,, Lem e e es 6 FL 3d . )_33 PERMIT #: 1 BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point; .18 1766.0 12.74 4049.8 Double, Clear N 9.3 6.0 14.0 24.58 1.02 352.0 Double, Clear N 15.8 9.0 8.0 24.58 1.02 201.4 Double, Clear S 9.0 8.0 32.0 13.30 2.94 1249.0 Double, Clear W 13.8 8.0 16.0 20.73 1.22 403.4 Double, Clear S 9.3 8.5 80.0 13.30 2.89 3068.9 Double, Clear W 26.0 9.0 8.0 20.73 1.24 205.3 Double, Clear S 1.3 14.0 48.0 13.30 0.99 635.0 Double, Clear E 1.3 8.0 36.0 18.79 1.01 686.6 Double, Clear E 1.3 10.0 16.0 18.79 1.01 303.5 Double, Clear E 1.3 18.0 36.0 18.79 1.00 679.6 Double, Clear N 1.3 8.0 15.0 24.58 1.00 368.8 Double, Clear E 1.3 6.0 15.0 18.79 1.03 289.5 As -Built Total: 324.0 8443.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 220.0 3.60 792.0 Frame, Wood, Exterior 11.0 1569.0 3.70 5805.3 Exterior 1569.0 3.70 5805.3 Frame, Wood, Adjacent 11.0 220.0 3.60 792.0 4 Base Total: 1789.0 6597.3 As -Built Total: 1789.0 6597.3 I s DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 34.1 12.30 419.3 Exterior 34.1 12.30 419.3 Adjacent Wood 18.1 11.50 208.0 Base Total: 52.2 627.3 As -Built Total: 52.2 627.3 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1473.0 2.05 3019.6 Under Attic 30.0 1501.0 2.05 X 1.00 3077.1 Under Attic 19.0 356.0 2.70 X 1.00 961.2 Base Total: 1473.0 3019.6 As -Built Total: 1857.0 4038.3 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 182.0(p) 8.9 1619.8 Slab -On -Grade Edge Insulation 0.0 182.0(p 18.80 3421.6 Raised 0.0 0.00 0.0 Base Total: 1619.8 As -Built Total: 182.0 3421.6 EnergyGauge® DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 omik Amo . FORM 600A -2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: `? R ra(JFj Q FE 3aa,.53 PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1766.0 -0.59 - 1041.9 1766.0 -0.59 - 1041.9 • Winter Base Points: 14871.9 Winter As -Built Points: 22085.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 48000 btuh ,EFF(8.4) Ducts :Unc(S),Unc(R),Gar(AH),R6.0 22085.6 1.000 (1.069 x 1.169 x 0.95) 0.406 1.000 10618.8 14871.9 0.6274 9330.7 22085.6 1.00 1.184 0.406 1.000 10618.8 EnergyGauge TM DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 o FORM 600A -2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details L ADDRESS: - 7 (6 x5 j t ton( w33 PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.91 3 1.00 2663.96 1.00 7991.9 As -Built Total: 7991.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9935 9331 7905 27170 8029 10619 7992 26640 _ I PASS � YIE , cs � _. _ ;g EnergyGauge DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: ,j farad± Lane l fn f 1/4 3 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, L..-- soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. L_ . Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dlearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in he 'at trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimuMthermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically ►--- attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2004 EnergyGauge ® /FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.2 The higher the score, the more efficient the home. , , Jacksonville, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft 1766 ft _ c. N/A - 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 324.0 ft _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ b. SHGC: HSPF: 8.40 _ (or Clear or Tint DEFAULT) 7b. (Clear) 324.0 ft _ b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 182.0(p) ft _ c. N/A _ b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1569.0 ft _ EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 220.0 ft _ h. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 1501.0 ft _ 15. HVAC credits _ b. Under Attic R =19.0, 356.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 150.0 11 _ MZ- C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Garage Sup. R =6.0, 50.0 ft _ MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction throug e a - ergy saving features which will be installed (or exceeded) .„„,y,....;,-. oKfi.STq?�O in this home before mal in•pe,sn. Otherwise, a new EPL Display Card will be completed :`��,i� „�'''''' "�.c'' �EII F� nu s based on installed ■ ode c s nt feature �,' � 5.; _ , 0 ' • Builder Signature: ' Date: .. �I - d *' l I Rlr act IS Ci /FL Zi "7Gu e � Address of New Home: r� city/FL p' lanhc , FGC'h ,3a?33''GOD °y *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualln for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www, (sec. ucf edu for - information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2 &4. $nergyGauge® (Version: FLRCSB v4.0) ow RIGHT -J LOAD AND EQUIPMENT SUMMARY . Y • ; , h Entire House Energy Design Systems A 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904 - 287 -5339 Fax: 904- 287 -1258 Email: energydesign @comcast.net Pro Information For: Bestcon Homes, Dogwood 1766 - 7 CO f'lt rGGI i sc (a n G North Florida, p4 c &Cach( R. 3x)-33 Notes: Des • n Information Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 37902 Btuh Structure 31335 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air Toss 0 Btuh Design temperature swing 3.0 °F Design heat load 37902 Btuh Use mfg. data n Rate /swing multiplier 0.98 Infiltration Total sens. equip. load 30708 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4120 Btuh Area (ft 1766 1766 Total latent equip. load 5500 Btuh Volume (ft') 16107 16107 Air changes /hour 0.80 0.40 Total equipment Toad 36209 Btuh Equiv. AVF (cfm) 215 108 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1676 cfm Actual cooling fan 1676 cfm Heating air flow factor 0.044 cfm /Btuh Cooling air flow factor 0.053 cfm /Btuh Space thermostat Load sensible heat ratio 85 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +"; W I itSO Right -Suite ResidentialTu 5.0.66 RSR29784 2005 - Oct -17 14:01:22 ACCP, C: \Documents and Settings \customer \My Documents \Wrightsoft \Bestcon Homes Dogwood Modified 1766.rsr Page 1 Equipment Summary Sheet Address: 1 „ iC Builder: A t5 { r. 4.1.0 rv...D- j Equipment Brand *: Tr x. v _- Air Handler Model Nulnber ' . r . C. 3 F � AI Condenser Model Number: a. - 1 - LA.) R. 3 t Pi t a o a A fl Total Cooling Capacity in BTUs: f 1,, 0 o D Sensible Load in BTUs: 5 n. a D Latent Load in BTUs: 1 . Total Heating Capacity in BTUs: gSo0 Seer 1 '3 Equipment Brand *: Air Handler Model Number. Condenser Model Number: Total Cooling Capacity in BTUs: Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: Seer *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G -15 -03 dated May 23, 2003. Equipment Summary Sheet.Doc earttle err Florida wilding Code Online http: / /floridabuilding.org/pr/pr_ app _dtl.aspx ?param.vGEVXQwtDgt... • Communety Affairs r i , r.F wr1 lo; . un raarc::rs c os„a;r c._< KIS Horne Log in l Hot Tooled Submit Surcharge: Etats & FaCtSi Publications! PBC 5taffi BC!S Site Mao, Links! Search, flr r *" . ■ Product Approval USIR; Public User Att t - c product Aonroval Menu > product or Anoiicatiion Search 9 Aoolication List > Application Detail corn+.wNiiYv„+r.ta+tc FL # FL887 H 3 Sir+G S 52.4'a.,■.11 Application Type New 031./ Code Version 2001 Application Status Approved a " J Comments _ r�:, ,1cc s;ti Archived `v �_ ) F';" r';F_ Product Manufacturer Wayne - Dalton Corp. Address /Phone /Ernail 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 wfrederick@wayne-dalton.com Authorized Signature Wendi Frederick wfrederick @ wayne - dalton.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Emal I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Jeffrey P. Arneson developed the Evaluation Report Florida License PE 58544 Quality Assurance Entity lntertek Testing Services NA Inc Validated By Dole J. Kelley Certificate of Independence Referenced Standard and Year (of Standard Year Standard) Alternate Materials and Methods 2001 ASTM E- 330 -90 1990 Cold- Formed Steel Construction 2001 Exterior WindoW and Door Assemblies 2001 Foam Plastics 2001 Steel 2001 Structural Tests and Inspectlons 2001 Wind Loads 2001 1 of 'd 6985' oN NOOlS39 Wdt l I 9002 'L l ' j n(' 1.07 PM Florida Building Code Online http : / /floridabuilding.org/pr /pr_ app _dtl.aspx ?param= w0EVXQvvtngt... Equivalence of Product Standards Certif By Sections from the Code 103.7 1606 1707.4 1707.4,3 2204 Chapter 17 Chapter 22 Chapter 26 Product Approval Method Method 1 Option D Date Submitted 11/03/2003 Date Validated 02/10/2005 Date Pending FBC Approval 11/04/2003 Date Approved 02/10/2005 Summary of Products I FL * Model, Number or Name Description 887.1 8000 /8100 #0105 10' thru 16' wide. Design Pressure +36.67 / -36.67 • Limits of Use (See Other) : Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports • Impact Resistants! P110 887 T_0105P5.pdf Design Pressure: +/- • PTID 887 T 0134.odf Other: As Indicated in evaluation report and vs • __7 T I r o tgi.'1 installation drawings. r PTID :: T 0219 P6. . • ^ —dam • 887 T • • • .pdf PTID 887 T 0221 PS.pdf PTID 887 T 0773 PP,pdf PTID 887 T 0226 P3.pdf PhD 887 T 0300 P2.odf PTID 887 T 0301 P2.12df PTID 887 T 0303 P4.pdf PTID 887 T 0304 P4.edf PTID 887 1' 0305 P3.odf PTID 887 T 8000 8100 FxtenoS!Og • • Instruction.pdf PTID 887 T 8000 8100 Post Instructions.odf MD 887 T 9100 9600 9900 Post Instr..pdf PT1D 87 T Fvaluatiort Reported( 887.2 8000/8100 #0134 17' thru 18' wide. Design Pressure +18.50 / -20,50 Limits of Use (See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ; Evaluation Reports Impact Resistant; Design Pressure: +/- • Other: As Indicated in evaluation report and installation drawings. • 887.3 ° 8000/8100 #0218 10' thru 16' wide. Design Pressure +16.00 / -17.00 Limits of Use (See Other) , Installation Instructions Approved for use in HVHZ: Verified By: • Approved for use outside HVHZ: Evaluation Reports Impact Resistant; Design Pressure: +/- Other: As Indicated In evaluation report and • i Installation drawings. • - • 2of4 £ 'd 698£' °N 11001S38 Wd9I:I 9002 T(I^ icroivPm Florida wilding Code Online http: / /floridabuilding.org/pr /pr_ app_ dtl .aspx ?param= wGEVXQwtDgt... 400, � = = 8000/8100 Past #0219 10' thru 16' wide. Design Pressure +40.00 / - 44.500 - its of Use (See Other) Installation instructions 8 Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- i Other: As Indicated in evaluation report and installation drawings. 887.5 8000/8100 Post #0223 10' thru 16' wide. Design Pressure +22.00 / -24.60 • Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: : Evaluation Reports Impact Resistant: Design Pressure: +/- . Other: As indicated in evaluation report and installation drawings. 887.6 8000/8100 Post #0303 17' thru 18' wide. Design Pressure +34.40 / -38.30 Limits of Use (See Other) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside MVM2: Evaluation Reports Impact Resistant: . Design Pressure: +/- • Other: As indicated In evaluation report and 'i • nstallation drawings. ; 887.7 8000/8100 Post #0304 Thru 9' wide. Design Pressure +31.00 / -36.00 LImIt6 Of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and Installation drawings. : 887.8 8000/8100 Post #0305 Thru 9' wide. Design Pressure +46.00 / -52.00 Limits of Use (See Other) : Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. • 887.9 9100/9600/9900 Post #0220 Thru 9' wide. Design Pressure +26.70 / -30.20 Limits Of Use (See Other) : Installation Instructions Approved for use in HVHZ: , Verified By: Approved for use outside HVHZ: Evaluation Reports 1 Impact Resistant: Design Pressure: +/- Other: As indicated In evaluation report and installation drawings. 887.10 9100/9600/9900 Post #0221 10' thru 18' wide. Design Pressure +22.00 / -24.60 Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verlfled By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design PrOSSure: +/• • • • Other As indicated in evaluation report and Installation drawings. 3 of 4 1:07 pM d 6685' °N NO01S38 Wd91:1 9002 'CI'Inf Florida Building Code Online http: / /floridabuil ding. org /pr /pr_ app_ dtl ,aspx ?paranl= woE'V'xQwtDgt.,. 887,11 9100/9600/9900 Post #0226 Thru 9' wide. Design Pressure +46,00 / -52.00 Limits of use (See Other) Installation InstrUCtIons Approved for use hi HVHZ: : Verified By; Approved for use outside HVHZ: . Evaluation Reports Impact Resistant: Design Pressure: +/- Other As indicated in evaluation report and Installation drawings. 887.12 9100/9600/9900 Post #0300 10' thru 18' wide. Design Pressure +31.00 / -33.10 Limits of Use (See Other) Inatellation Instructions I Approved for use In HVHZ: Verlfled By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As Indicated In evaluation report and installation drawings. 887.13 9100/9600/9900 Post #0301 10' thru 18' wide. Design Pressure +40.00 / -44.50 Limits of Use (See Other) " Installation InstruCtions Approved for use in HVHZ; . Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: As indicated in evaluation report and installation drawings. sack' me OCA AdminIStratlon Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumerd Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 481-1824, Suncom 271-1824, Fax (850) 414 -8436 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: INN MI OA II 4 of " " '^ ^ ^i 1:07 PM 9 'd 6986' N001S39 Wd91:1 9002 'Ll'Inf „, ?Le sil Wawie W/NDL DAD SPECIFICATION 0219 Dalton MODEL: 8000/8100 APPROVED SIZES: STYLE: RAISED PANEL 10' -0” MIN - 16' -0" MAX WIDTH X DESIGN PRESSURE: +40.00/ -44.50 PSF 8' -0 ' MAX HEIGHT 21" MAX. SECTION WIDTH TEST PRESSURE: +60.00/ -66.80 PSF NOTES: 13 GA HORIZ ANGLE 1. GLASS DISCLAIMER "NO CONCLUSIONS OF ANY KIND REGARDING THE ADEQUACY II f FLAG ANGLE OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM THE TEST." (1993 ASTM E330). .054" HORIZ TRACK 1 2. GLAZING OPTIONS - TOP OR (4) t /4- 20x9 /ts" - �• -. -",N,,,, 1 INTERMEDIATE SECTION, .090 SSB GLASS TRACK BOLT & (4) r WITH OPTIONAL INSERTS. 1/4 -20 HEX NUT OI • i ll*-- 3. VINYL OR W000 DOOR STOP MUST) OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE .044" VERT TRACK PRESSURES. ' M I 4. TRACK TO HAVE A MINIMUM YIELD OF U , i 33 KSI A653 G -40 ;, i KEY LOCK OR SUDE LOCK 5. OPTIONAL - .080" (MIN) ALUMINUM (ONE EACH ENO) I LOUVERS WITH HIGH IMPACT STYRENE SLIDE LOCK SHOWN FOR CLARITY FRAME MAY BE LOCATED IN THE END � - PANELS OF THE BOTTOM SECTION. 6. KEY LOCK OR SLIDE LOCK REQUIRED. � i LOCK MUST ENGAGE BOTH JAMBS. `, 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE (3) UNIV. JAMB BRACKETS RESPONSIBILITY OF THE PROFESSIONAL OF FOR 8' HIGH DOORS AS RECORD FOR THE BUILDING OR STRUCTURE SHOWN. (2) UNIV. JAMB AND IN ACCORDANCE WITH CURRENT BRACKETS FOR 7' HIGH BUILDING CODES FOR THE LOADS LISTED DOORS. LOCATION OF O`,!" JAMB BRACKETS MEASURED ON THIS DRAWING. { FROM BOTTOM OF TRACK 15 AS FOLLOWS: ►. /� 8. SECTION STEEL TO HAVE A MINIMUM • THICKNESS .0175" (26 GA). BOTTOM HIGH II �, 15- 1/2 "±2" IPI 9. DOOR JAMB TO BE MINIMUM 2x6 TOP BRACKET = STRUCTURAL GRADE LUMBER. REFER TO 45- 1/2 " ±2" JAMB CONNECTION SUPPLEMENT FOR 8' HIGH DOORS ATTACHMENT TO SUPPORTING STRUCTURE. BOTTOM BRACKET = 1; 15-1/2"±2" b - INTERMEOIATE BRACKET = " R 10. CONCRETE FLOOR TO BE 3 -1 /2" THICK AND 2500 PSI MINIMUM. HOLE FOR POST 47- 1/2 "±2" . 4,14110 0 - -- o BOTTOM BRACKET TO BE 5/8" DIAMETER x TOP BRACKET = 67 "t2" `.. 3 - 1/2" DEEP. 1 Vitill II z Z 5 /16x1 -5/8" LAG ' el ° q. SCREW AT EACH a JAMB BRACKET A roved: 1 /4- 20x9/16" 1 PP TRACK BOLT & Mark R. Borrow, P.E. ;I 3395 ADDISON DRIvE PENSACOLA. FL 32514 1/4 -20 HEX FLORIDA CERTIFICATION NO. 57389 NUT AT EACH JAMB BRACKET Date: OPRON CODE: 0279 REV: P� 8000/8100 16 x 8' 1 OF 4 DESIGN PRESSURE' *40.00/-44.50 PSF 9 'd 6690 °N NOO1S39 Wd91:1 9002 'Ll'Inr ,. . TRACK END MINCE TOP BRACKET REQUIREMENTS J 27 20 GA U-BAR .. .,.....• ...• . 20 GA CENTER 5TILi (STANDARD ON 14 1/4-20 x 11/16" . ..--- -•\ AND 16' DOORS) SELF DRILLING ! -.." ..-...." ...--"' i lita, ..,... 5/16"-18 BOLT & NUT IN I JR 'A' FRAME ASS'Y ' ll■ 1.../ --Ai.' CENTER SLOT 1 (P/N 2g0986) i , ir".":„....;1 .0 (4) 1/4-20 x 11/16" • Al 40 40 ) - . ,-F- : -5:: SELF DRILLING \ ral / SCREWS, 1 ‘ /1 I ■.141014‘ i____ . 0 ..,! .. 18 GA NARROW •t _.- .., BODY HINGE (P/N 100266) \ / I ---- ,.-- . i • ao i ,,V Ils .-- : • ,...e. . 11,S: • te , frt.72...„ i , tv 11/ [...--..`'.,...,. lbh` ' , t '''' Al 0 I f■ " . ,i ! , \ 1 (4) 1/4-20 x 11/1e Ill.slO -4111411 i e 1 . _ ,0 ,!-:,-). . , 4 / SELF TAPPING .-- '. -- I . 2 .. P -.-- ! , ••,.,.,_:. . SCREWS. ..0., ! c) 1 0 • 1 ..-- ''''''''. i ..-(1 --. )11 .* . s i - ' , 0-? .„........_.—_____ ._.. ..... ..,. . ......; .---- , si. I ... iii ja \ 1 • .....,,_ • 1 /. . : • .....N,„ . / : \ i el% -': • / . '4 ! i in ni ‘--....... !,..., .:,------ ■-- .... ._ '-.. , al.• - • I. i ■ 1 . I V V , • .... „ • .- • ...- I H FND HINGE _ RH FND HINGF ....,"" • • 110 : , ......._.......--••-- s e .-r --- •'.. ,./ .„1"1„, 4 1 I .. • -- .. BOTTOM BRACKET . 1-. '‘... , I 104 a \ (P/N RH-290991 / I _ I • 1 .. • ttN. 0 i jil el . 1- 4 -4 % (L) A. in \ . •••• ? ,------' ; ' . (3) 1/4-20 3 )(11/16 \ d i I r z SELF DRILLING \ _ • • }.- SCREWS \--■• 1 10101 .. . \ .,••-_,,,' Approved: ,„ r ' ge Mark R. Borrow, P.E. 3395 ADDISON DRIVE PENSACOLA, FL 32514 . • FLORIDA CERTIFICATION NO. 57389 .,......- [—I/2" 20 GA ENO STILES Dote: 8' OPTION CODE: 0219 REV P5 8000/8100 16' x 2 OF 4 DES/GN PRESSURE: *40.00/-44.50 PSF I ' d 68S NOOIS3 E1 Wd9l:1 9 00Z 'LI Inf WINDL DAD POST REQUIREMENTS r ' r• ` TOP PLATE _ - °- ` EXTENSION r' 1 I1 / i t ` (P /N 305205):' ' ` TOP ST RUT !�=_ 1 , 1 14 1 l ! i i ATTACHMENT oiler I 1 . ` , ,�' , / / M ~ r (P /N 305206) y 1 II :L. '' i �..� 1 ! ilk -.'1) t IIr! / ` I 4 i � i TOP LOCK PLATE 'w... (6) 1/4 - 20x7 /8" 1 ! d (P /N 141092) 1, SELF DRILLING SCREWS / ,I��: (4) 5/16x1 5/8" �, �I LAG SCREWS (P /N 100292) i >D ! f ' � -.. .. POST ;� TOP POST DETAIL rte— I PO ST . , i (2) 1/4 -20 x 11/16" ./ A SELF DRILLING i� �I •'ti. !8 - WING NUT 1,1 ; / � I SCREWS.. � , o,� '' (P /N 305211) 4 N.. I a•, ... f it......e � / ,.(2) 1/4- 20x11/16' 111 / � ■ `.� ► � ' SELF DRILLING • .� 1 0 4 0 0 ISCREWS. . .",-rior,' 111 i ` .. . 0 0 !Ill STRAP n Li "'� ! ' (P /N 307397) r ! ! f ' .. , i #8 -32 x 3" BOLT ii . . (P /N 305210) • 1 SECTIONAL POST DETAIL N _ , (4) 1/4 -20 x 11/16" #8 -32 WING NUT ( � \ SELF DRILLING r._ ..„ (P /N 305211) • �. SCREWS. - ., ... �.,,.„ ±4 ( 1/4- 20x11 /16" SELF DR SEE PAGE 4 FOR ` , - 1 SCREWS.ILLING WINDL OAD POST L OCA TION HALF HINGE ' ` N1 1 ,. N (P /N 130352) �„, p I #8 -32 x 3 1 /2" BOLT 14,11 1 i (P /N 307529) 4'L1N� STRAP (4) 1/4 -20 x 11/16" POST, Approved: SELF DRILLING SCREWS. _ ' t Mark R. Barrow, P.E. BOTTOM POST BRACKET ' 3395 ADDISON DRIVE PENSACOLA, PL 32514 ASSEMBLY (P /N 305327) � FLORIDA CERTIFICKT�ON NO. 57389 Date: BOTTOM POST DETAIL OPT /ON CODE.' 0219 REV P6 Napo / /6� X 8� 3 OF 4 . DESIGN PRESSURE' f40.0 %44.50 PSF 8 'd 698C'ON NOO1S39 Wd9l:1 9002 'LI'In(' W /NDL DAD POST REQUIREMENTS 50 ' I- 46" -I' 46" I- 50" ;� 16' 0» mo I ! ,w k L / . „ - : :1 }-- 26.5'" I 46" 23" I 46" I 26.5"--1 . I I 49 --------1--------46" -------F--------49" Ilk ,e r 48.5" I 23" --I - 48,5" 1 I 1 i____ . � F /0' �0 : ICI I FOR 14' AND 16' WIDE DOORS (2) 3" 80 KSI U —BAR FOR 10' AND 12' WIDE DOORS LOCATED AS SHOWN (4) JR. U (6) JR. UNIV. 'A' FRAME (Pi A N270340) - (P /N 270340) FOR 8' NIGH DOOR FOR 8' HIGH DOOR LOCATED AS SHOWN LOCATED AS SHOWN ON CENTER STILES ON CENTER STILES FOR EACH POST LOCATION FOR EACH POST LOCATION (5) JR. UNIV. 'A' FRAME (P /N 270340) U —BAR FOR 7' HIGH DOOR LOCATED AS SHOWN (1) 3" 80 KSI U —BAR ON CENTER STILES LOCATED AS SHOWN FOR EACH POST LOCATION (4) JR. UNIV. 'A' FRAME (P /N 270340) FOR 7" HIGH DOOR LOCATED AS SHOWN ON CENTER STILES A —FRAME FOR EACH POST LOCATION INSTALL POST USING WINDL 0AD POST INSTALLATION Q INSTRUCTIONS • (P /N 307,330) a Approved: Mork R. Borrow. P.E. 3395 ADDISON DRIVE PENSACOtA, FL 32514 FLORIDA CERTIFICATION NO. 57389 • Dote: OPTION CODE: 0219 REV' P6 8000/8100 16' x 8' 4 OF 4 DESIGN PRESSURE." +40. DO/ -44.50 PSF 6 'd 668£' °N NOO1S39 WdLL:l 9002 'Ll'Inf • DOOR JAMF3 CONNECTION SCHEDULE FOR 318" DIAMETER A i ' LAGS THAT GONF•3RM TO ANSI / ASME STANDARD 816.2.1 1981 T ENS ION LOAD CAPACITY W000 I QUANTITY OF LAGS PER JAMB CONSTRUCTION SYP DOUG FIR SPF • 'TOTAL DOOR LOAD PER SPECIFIC SPECIFIC SPECIFIC 'LANs EXAMINEN LOAD (LBS.) JAMB (LBS.) GRA -0.55 GRA -0,4B GRA -0.42 REVIEWED FoR ,000 soo 3 3 3 CODE COMPLIANCE 1250 625 3 3 3 ' KEEP THIS PLAN ON JOB 1500 750 3 3 3 1750 975 • 3 3 3 • & als IIl' JUN 2 7 ZOO' 2000 1000 3 3 3 duildin: 2250 1125 3 3 3 ', r:;'IIUf► UI V•JaX,, FL. 2500 • 1250 3 3 3 AtiAr 444.4:„A014441 2750 • '1375 3 3 3 )(amine amin0 . • 3000 1500 3 3 3 '.inense )lo. A a if - 3250 1625 • 3 _ 3 a . 3500 1750 _ 3 3 3 ( k ` I 1 a X hit D 414 3° 3750 1875 3 3 3 4000 2000 3 3_ _ 3 - k h 51.3-4-5c z Ow Lei 4250 2125 3 3 3 pr 1sjw^c Oxtai • 4500 2250 3, 3 3 (IoK7 4750 2375 3 3 e ` 611.51". f�tsu�- 5000 2500 3 3 4 5250 2625 3 a 4 4.1. /, 5500 2750 3 4 4 f 5750 2875 3 • 4 4 ' • I 6000 3000 3 _ 4 4 ' 6250 3125 3 e • g • 6500 3250 3 4 5 1 . ...... 6750 • • 3375'. • 3.. ......... - ... 4 `....6..... 7000 3500 4 _5 5 7250 3625 4 3 5 7500 3750 �. 4 5 _ 5 7750 3875 4 5 6 8000 4000 4 5 6 8250 4125 4 5 6 , 6500 4250 4 5 6 8750 4375 4 6 6 • 9000 4500 4 6 6 9250 4625 5 6 7 • • 9500 4750 5 5 7 9750 4875 5 6 7 • • 10000 5000 5 6 7 1. BASED ON 3/E" LAG SCREW ASSUMING 2 1/2" MIN THREAD PENETRATION IN SEASONED WOOD. DRY USE,(PRE- DRILLED) r 2. ANCHORS TO BE EVENLY SPACED BETWEEN THE HEADER AND THE FLOOR. 3, CHART IS BASED ON 6'r MINIMUM AND 24'.0' MAX 000R 1 147, 4. DESIGN VALUES CALCULATED AS PER ANSI I AF &PA NDS -1997 AND INCLUDES A 4 TO 1 SAFETY ;ACTOR 5, DOOR JAMB TO BE 2X6 STRUCTURAL GRADE LUMBER. (MIN) e. MINIMUM EDGE DISTANCE t/1l2', . 7, PREDRILL LAG HOLES TO PREVENT SPLITTING, -i 8. CALCULATION• (0 RMI • OR T FLORIDA BUILDING CODE, ASCE 7 - AND MI. , A • -roved Magi _ W. , Wilson P.". - 6 Florica Certifiglipn No. 0048420 Georgia Certification No. 018319 • North Carolina Unification No. 023836 - Waylte Defier, Carp. • • 3395 Addison Delve Pensacola PI. J2514 • Received Time Jul.11. 12 :52PM r • 01 'd 698C'°N NOO1S39 NdLI:I 9001 'LI'In(' � Jai Apex Technology, Inc. 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32246/ 904/821 -5200 C H I l Evaluation reports are the opinion of the evaluation entity, based on the findings, and in no way constitute or imply approval by a local building authority. Apex Technolgy, in review of the data submitted, finds that, in their opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Apex Technology has reviewed the data submitted for compliance with the Florida Building Code, Apex Technology is not responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests, or summaries prepared and submitted by the design professional or preparer of record who are listed in the Substantiating Data section of this report. REPORT NO.: WD200301 EXPIRES: November 1 2005 CATEGORY: Doors and Windows SUBMITTED BY: Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 1. PRODUCT NAME Model 8000 Garage Door Model 8100 Garage Door Model 9100 Garage Door Model 9600 Garage Door Model 9900 Garage Door 2. SCOPE OF EVALUATION Structural Transverse Wind Loads 3. USES Model 8000/8100 and the Model 9100/ 9600/ 9900 garage doors are used as residential garage doors with specified allowable wind pressures. Page 1 ors II 'd 6c88' °N 0O1S39 WdLt:1 9002 'LI'Ifl 4. DESCRIPTION General: The Model 8000/ 8100 are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are two -inch thick raised panel doors with tongue and groove sections. They are the same door with one exception. The Model 8000 is non - insulated, and the Model 8100 is insulated with 9/16 - inch thick expanded polystyrene. The Model 9100/ 9600/ 9900 doors are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are insulated with a foamed in place polyurethane foam that is chemically bonded to the steel sections. They are embossed with raised panel wood grain texture and have a flexible bulb shaped bottom seal. The hinges are factory installed low profile hinges. Model 8000 Model 8000 series garage doors are constructed of 26 gage ASTM A653 -00 Forming Steel FS Type B, minimum yield of 33 ksi, with a finish equal to ASTM A525 made up of 0-30 finish, covered with two coats of polyester paint with 16 or 20 gage end stiles and 20 gage steel center stile. Model 8100 Model 8100 series garage doors are constructed of 26 gage ASTM A653 -00 Forming Steel FS Type B, minimum yield of 33 ksi, with a finish equal to ASTM A525 made up of G -30 finish , covered with two coats of polyester paint with 16 or 20 gage end stiles and 20 gage steel center stiles. The model 8100 is insulated with a 9/16 -inch thick expanded polystyrene board. Model 9100 Model 9100 garage doors are constructed of ASTM A653 -00 Forming Steel CS Type B, minimum yield of 33 ksi, and poly backer, with a finish equal to ASTM A525 made up G -30 finish, covered with two coats of polyester paint with 20 gage end caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Model 9800 Model 9600 garage doors are constructed of 060 Facer and .008 G40 Backer ASTM A653- 00 Forming Steel CS Type B, minimum yield of 33 ksi, with a finish equal to ASTM A525 made up G -30 finish, covered with two coats of polyester paint with 20 gage end caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Page 2 of 5 El 'd 6688' NOO1S39 Wd81:1 9002 'Ll'InI' Model 9900 Model 9900 garage doors are constructed of G60 Facer and .008 G40 Backer ASTM A653- 00 Forming Steel CS Type 8, minimum yield of 33 ksi, with a finish equal to ASTM A525 made up G -30 finish, covered with two coats of polyester paint with 20 gage end caps. The panels are insulated with a foamed in place polyurethane foam that is chemically bonded to each steel section to provide a composite section for added strength of the garage door panels. Wind Loads The Model 8000/ 8100 and 9100/ 9600/9900 were subjected to transverse load testing under ASTM E -330 and DASMA 0108. Allowable transverse wind loads are given in Table 1. Model 8000/ 8100 garage doors are braced on the inside of the doors with 2 inch U-bars running horizontally on each sectional panel and /or windload posts. Each series has several models with different configuration of U -bars and windload posts depending on the amount of windload resistance required. Each U -bar is made of 20 gage ASTM A653 -00 Steel, minimum yield of 80 ksi with a finish equal to ASTM A525 made up of G -30 finish. Each windload post is made up of (2) 3" Gage welded U -Bars, ASTM A653 -00 Steel, min. yield of 80 KSI, with a finish equal to ASTM A525 made up of G -30 finish. The 9100/9600/9900 garage doors are braced with windload posts. Each series has several models with different configuration of windload posts depending on the amount of windload resistance required. Each windload post is made up of two (2) three -inch Gage welded U -Bars, ASTM A653 -00 Steel, min. yield of 80 KSI, with a finish equal to ASTM A525 made up of G -30 finish. Door Track The Model 8000/ 8100 and Model 9100/ 9600/9900 garage door tracks are made from 18 and 17 gage steel, with a G -40 galvanized steel coating. 5. INSTALLATION General The Model 8000/ 8100 and Model 9100/ 9600/9900 garage doors are to be installed in accordance with the manufacturer's published installation instructions, engineering drawings, and this report. The manufacturer's published installation instructions and this report shall be strictly adhered to, and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this report. Allowable Transverse Wind Loads The Design wind loads on the garage doors shall be determined in accordance with chapter 1606 of the Florida Building Code, and shall not exceed the allowable transverse wind loads shown in Table 1. Page 3 of 5 Cl d 698£' °N MODISH Wd81:1 9002 'LI'Inf - s Table 1 Allowable Transverse Wind Loads Max Door Max Door Design Load Model Width Height Positive Negative Reinforcements (Ft -In) (Ft -In) (psf) (psf) 8000/8100 -0105 9-0 14 -0 38.7 38.7 U -bars 8000/8100 -0218 16-0 14 16 17 U-bars 8000/8100 -0134 18-0 14 -0 18.5 20.5 U -bars 8000/8100-0304 9 -0 8-0 31 36 U-bars and Wind Load Posts , _ 8000/8100 -0305 _ 9 -0 8 -0 46 52 U -bars and Wnd Load Posts 8000 /8100 - 0223 16 8 - 0 22 24.6 U and Wnd Load Posts 8000/8100 - 0219 16 - 0 8 40 44.5 U - bars and Wnd Load Posts 8000/8100 - 0303 18 - 8 - , 34.4 38.3 U -bars and Wind Load Posts — 9100/9600/9900 - 0220 9-0 8 -0 26.7 30.2 Wind Load Posts 9100/9800/9900- 0226 9-0 8 -0 46 52 Wnd Load Posts 9100/9600/9900 -0221 18 -0 8 -0 22 24.6 Wind Load Posts 9100/9600/9900 -0300 18 -0 8-0 31 33.1 Wnd Load Posts 9100/9800/9900 -0301 18-0 _ 8-0 40 T 44.5 Wind Load Posts 6. SUBSTANTIATING DATA Test reports on transverse wind load under ASTM E330 and DASMA 108 for model 8000/ 8100 - garage doors, as prepared by Wayne Dalton Corporation, are as follows: Report No. 0105 signed by W.S. Wilson, P.E. Report No. 0218 signed by W.S. Wilson, P.E. Report No. 0134 signed by W.S. Wilson, P.E. Report No. 0304 signed by W.S. Wilson, P.E. Report No. 0305 signed by W.S. Wilson, P.E. Report No. 0223 signed by W.S. Wlson, P.E. Report No. 0219 signed by W.S. Wilson, P.E. Report No. 0303 signed by W.S. Wilson, P.E. Test reports on transverse wind Toad under ASTM E330 and DASMA 108 for model 9100/ 9600/9900 garage doors, as prepared by Wayne Dalton Corporation, are as follows: Report No. 0220 signed by W.S. Wilson, P.E. Report No. 0226 signed by W.S. Wilson, P.E. Report No. 0221 signed by W.S. Wilson, P.E. Report No, 0300 signed by WS. Wilson, P,E. Report No. 0301 signed by W.S. Wilson, P.E. 7. CODE REFERENCES Florida Building Code 2001 Edition Section 103.7 Alternate Materials and Methods Section 1606 Wind Loads Chapter 17 Structural Tests and Inspections 1707,4 Exterior Window and Door Assemblies Chapter 22 Steel Section 2204 Cold Formed Steel Construction Chapter 26 Foam Plastic Page4of tl 'd 698E' °N N001S38 Wd61 :1 9004 'LI'Inf VP.44 4e . r ;' '''''il'At fr a 41ii0:1ko,i410i4 op Bestcon Homes , J # J Salesman: John Ferguson r 1 Designer: Philip Shoemaker Manning Building Supplies Ii0:40.41)0totp.,,s.., Job: Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Date: 8/21/2006 Po Phone: (904) 268-8225 * Fax: (904) 260-2981 Dogwood Modified Del. Date: RAIS D Lot 36 Paradise Preserve ! FL Cover Sheet i pm _ I. — . . ! _ L. Lou Ponticlo & Associates, nc. 1 . - t .:--,:., 4 I fil_f. tOPI 4 r7 NC) i. TA"KI- ,:i J44: ; i 0 RE.jCTED SEE RH 1 . q 0 tiktV - , if N . ,xy.y::,..:1;: ' , ,1,:s . ; ,.,‘,....--:. , d' , ,,.: ..-- I: .. , , , . , ' .' ' . 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APPROVED BY : N in A PPROVAL DATE: L N DEL. DATE : NV. FRAME ROOF VALLEYS w N BUILDER TO CO L : co R ND O.HANGS RS NEEDED. L BUILDER TO FRAME DOWN CEILINGS 0 W __NZ RS NEEDED . ( C4 £ C BUILDER TO BUILD UP WALLS TO O 1:1 O 0 O W M TRUSSES RT HIGHER PLT HT. = Z 0 L CD N. C✓ U) L ALL WALLS SHOWN ARE LORD BEARING C O ro UNLESS NOTED OTHERWISE. 0 0 C 1I1 + 3 — C * * * * * * ** ATTENTION * * * * * * ** (3}} — O O OL 0 B UILDER IS RESPONSIBLE TO INFORM RLL NOT SUBCONTRACTORS RND FRAMERS 0 •••• •�'�_ N TO CUT , .. .. .. DRILL OR NOTCH ROOF TRUSSES OR BERMS. O' Z M 0' Z as BUILDER WILL BE RESPONSIBLE FOR REPAIRS, LU Ocn W O j REPLACEMENT COSTS & /OR ENGINEERING FEES. Z H LU Z Z O I— G' 0 U) I— 0- O 1 --+ W Cn}•- 1O CS) J DCLCCLJCE 0 0 O U) 1 U) LU 0 JOB NO: J -06 -052 PAGE NO: 1 OF 1 1 46' I- 8 4'6" 12' 7' 6'8" 7'10" i 20' 3 V U U 'N 1 1 --1 U) (') ..., 01 w u u sl T CJ '►1'I �-- — ..1._. 2• — I 1 1 1 1 1 1 1 • D2 I l II I N CO N ■CJI co C J3 Le II il 03 i If —CJ3 m e 111 } � CJS t---11 — T 1 I 1 1 1 • ■I DROP BERM it 1 -..-1 - ` — { 1 ' EJ7R I , CO EJ7R 1 7 N. If 1 I Ii .111. _ ra s L a�' ° I 1 in III H i II -' CO (n W III 11: I. I . . !I • I 1 I N I � �. � `�.}r (s1�tN��1u.� I M N.�}�(�1�►�NawN.� `I 1 1 u_ u '1: 1 �i RAISED B 3 BERM 1 ii , CD N (h Ll. 38.1"8 I .1111111111111111=1111 3' ' ¢ -5.-- 1 N CO R1 --7'10 8 8'1"8 , 18' I 12' 20' - 66' H co JOB: J- 06 -0523F LOC: LOT 36 PARADISE PRESERVE PLAN: DOGWOOD MODIFIED DESIGNER: Philip Shoemaker 0 * * * * ** ATTENTION * * * * * * ** Within a run of Trusses o member(I-joist /SY42 Truss) may need to be offset From It's regular oc spacing O +/- 3 This maybe to allow For access panels, pplumbing,stoirs,ect. This will not change or moke Foil the orgginal design of a Non Girder member, because of The Diophrom bracing of the members and the maximum loud value of each member is not N N maxed out. � CL * * * * * * ** ATTENTION * * * * * * ** -0 L 0 0 0 BUILDER IS RESPONSIBLE TO INFORM RLL SUBCONTRACTORS RND FRAMERS NOT TO CUT, ��` - O C DRILL OR NOTCH SYS42 TRUSSES OR BERMS. 0 - BUILDER WILL BE RESPONSIBLE FOR REPAIRS, 0 0 0 0 C 0 0 3 0 0 L 0 REPLACEMENT COSTS & /OR ENGINEERING FEES. = Z O L O O.U) L C D O) BASE PLATE HT 10 -1 -2 0 0(D Oli U 0 C •- -4- 3 — C UI Q?+- •- L 000_L0 CC) OJCL� 00 OP (2 ZC)CZ WO(r) Z�+WZZ O F- CC L7 U) U)�O OCCCWCE 1 C)0 0 C (1) W O JOB NO: J -06 -052 PAGE NO: 1 OF 1 IF 66' L 8 14 ' 6 - I 12' _I 7 . I 6'8" -4.--7'10" I 20' - I _ __________ __. ___ _., . __ ____ _____. _____________ DROP BEAM DROP j BERM H! p 11 ii' --4 M .1 9 � � ii �I � � iii iii 1 oi r 1 i I: (n ---a x',11 NO 1I CONNECT . 2' BM 3 I Ifr - -r ° - r► rr - - - _: 11 - - N. 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Pe MANNING BUILDING SUPPLY Philip Shoemaker 21 Aug 2006 8:35 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 ,, FASTBeam® En•ineerin. Anal sis ©1996 -2005 Geor.ia- Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J- 06- 0523.FBD BESTCON - LOT 36 PARADISE PRESERVE Mark # : BM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 " Max Defl : LL = L /360 TL = L/240 Composite Action : No _ 3.5 ", 565 psi _ 3.5 ", 565 psi olb 18'0" PP LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 111 0 100% 0 0'0" 18' 0" WALL OP 2 Partial(plf) 217 158 100% 0 0' 0" 6' 0" FL T3 & T4 3 Partial(plf) 83 60 100% 0 6' 0" 18' 0" CONY. FRAME/FL T9 & T8 4 Uniform(plf) 319 228 125% 0 0'0" 18' 0" ROOF K2 Uniform(plf) 15 0 0 0 18' 0" Self Weight 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 5418 4882 Min R'n 2337 2191 DL R'n 2337 2191 Min Brg(in.) 2.74 2.47 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN om Value Span X Group Allow LDF Ratio V(Ibs) 4448 1 1' 6" 71 13300 125% 0.33 M(ft -lbs) 22573 1 9' 0" 71 43692 125% 0.52 LtRn(ibs) 5418 0 0' 0" 71 6921 100% 0.78 See Note #4 " RtRn(Ibs) 4882 0 18' 0" 71 6921 100% 0.71 See Note #4 LLDefl(in.) 0.33 1 9' 0" 71 0.60 U646 TLDefI(in.) 0.60 1 9' 0" 71 0.90 L./360 °" USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. v „ NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. if 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed ees for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 8. For beams with loads not applied equally to all p lies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Design valid for dry -use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. vi Ivo ow MANNING BUILDING SUPPLY Philip Shoemaker 11155 Philips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 21 Aug 2006 8:35 am roi FASTBeam® Engineering Analysis ©1996 -2005 Georgia- Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J- 06- 0523.FBD BESTCON - LOT 36 PARADISE PRESERVE Mark # : BM 2 Usage : Beam (Floor) Repetitive : No Max Defl : LL = L/360 TL = L/240 Composite Action : No Spacing (in.) : 0.0 poo _ 3.5 ", 565 psi _ 3.5 ", 750 psi 13' 3" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 111 0 100% 0 0'0" 13' 3" WALL " 2 Uniform(plf) 55 40 100% 0 0'0" 13' 3" FLOOR 3 Uniform(plf) 150 107 125% 0 0'0" 13' 3" ROOF Uniform(plf) 15 0 0 0 13' 3" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2190 2190 Min R'n 1215 1215 sso DL R'n 1215 1215 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN 0'" Value Span X Group Allow LDF Ratio V(Ibs) 1701 1 13' 1" 71 13300 125% 0.13 M(ft-Ibs) 7255 1 6' 8" 71 43692 125% 0.17 LtRn(Ibs) 2190 0 0' 0" 71 6921 100% 0.32 See Note #4 RtRn(Ibs) 2190 0 13' 3" 71 9188 100% 0.24 See Note #4 LLDefl(in.) 0.05 1 6' 8" 71 0.44 U3222 TLDefl(in.) 0.11 1 6' 8" 71 0.66 U1434 0140 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : i* 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression ' edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. " 4. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 9. Design valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout r. " MANNING BUILDING SUPPLY Philip Shoemaker 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268 -8225 21 Aug 2006 8:35 am tops FASTBeam® Engineering Analysis ©1996 -2005 Georgia- Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J- 06- 0523.FBD BESTCON - LOT 36 PARADISE PRESERVE Mark # : BM 3 Usage : Beam (Floor) Repetitive : No Max Defl : LL = L/360 TL = L/240 Composite Action : No Spacing (in.) : 0.0 _ 3.5 ", 750 psi U 3.5 ", 565 psi _ 3.5", 565 psi 14'6" I 7' 11" " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 111 0 100% 0 07 22' 5" WALL P"" 2 Concentrated(Ibs) 2190 975 100% 0 2' 0" BM 2 3 Partial(plf) 362 263 100% 0 2' 0" 8' 0" FL T1 & T2 4 Partial(plf) 423 302 125% 0 14' 8" 22' 5" RF G4 5 Uniform(plf) 319 228 125% 0 0'0" 22' 5" RF ABOVE OP Uniform(plf) 22 0 0 0 22' 5" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 3 is Max R'n 5755 10344 2545 Min R'n 2559 4493 -160 DL R'n 2653 4493 620 Min Brg(in.) 1.50 3.49 1.50 [Based on bearing stress below] ro Brg Str(psi) 750 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5126 1 1' 6" 72 19950 125% 0.26 fo M(ft-Ibs) 14937 1 5' 6" 72 65539 125% 0.23 LtRn(Ibs) 5755 0 0' 0" 72 13781 100% 0.42 See Note #4 RtRn(Ibs) 2545 0 22' 5" 43 10382 100% 0.25 See Note #4 IntRn(Ibs) 10344 0 14' 6" 71 10382 100% 1.00 See Note #4 LLDefI(in.) 0.09 1 7' 3" 72 0.48 L11928 tm TLDefI(in.) 0.16 1 7' 3" 72 0.73 L/1112 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User G -P LAM tm Georgia- Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Corporation. 4. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. ,., 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 7. Provide approved uplift resistance at supports with negative reactions. 8. For beams with loads applied equally to the top of all plies, nail plies together with 3 rows of 16d nails © 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). Specified attachment is from each side. 9. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side- Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 10. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various ' DOL may not match total max/min reaction. 11. Design valid for dry-use only (less than 16% moisture content). 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. For explanation of GROUP, change to expanded printout. Po ro mo Engineered Lumber Residential Guide pip Fastening Recommendations for Side- Loaded, Multiple -Piece Members Maximum Uniform Load Applied to Either or Both Outside Pieces (Pounds per lineal foot) Refer to General Notes page 48. • Numbers in the chart indicate load, in pounds per lineal foot which may be applied to either side based solely on the connection. • Floor joists must be attached with approved metal hangers. Refer to pages 16, 52 and 53 for hanger recommendations. • Concentrated side loads from beam to beam connections may require additional consideration. Fasteners 2 -Ply 3-Ply 4-Ply led Cameo Nails — Cameo 5 05 If 2 town P 380p)f Not Recommended TO led Common Nails • 760 If 3 flows — P • 570 pif Not Recommended ,fie 012" ' a.c. — • ^` W'x31r• Screws — —... 0° 2 Raw. 500 pif 37 pif 33b pif 024 • o.c. StaggeredLi 1410 _ • 1/4 Screws 995 pif '— 2 Raw, 745 pif 665 pif ® 1Yo.co. , f" Trssdsk " Smsres ^... • • 2 Roan 525 pif 375 Of 335 pif 024' o.c. Staggered al .....• r 4=.• ° 0 5 05 pif � lir eela .' 0 380 ff 0 2 Raw. p 0 �^' ° 340 ptf 024' o.c. Staggered a ■—a 0 0==11 0 r=y 0 ■ 1z era 11==. 0 1 0 15 pif 0 ' , 0 760 ff ° 0 0 0 "" 2 Rows P 675 pif 0 12" o.c! r_ 0 0 0 e ii s 0 �—lt 0 0 0 0 0 P" 1. Values for connections may be factored for spacings other than 12" o.c., double for 6" o.c., triple for 4" o,c., divide by 1.33 for 18" o.c., divide by 2 for 24" o.c. (Maximum spacing not to exceed 24" o.c. for screws and baits or 16" o.c. for nails.) 2. Stagger each row of fasteners by 12 ". 3. Screws are United Steel Products WS Series or Simpson Strong -Tie• SOS Sena: installed per manufacturer's recommendations. 4. For 4 -ply members, screws must be 6" long and applied from both sides. rill 5. Use FastenMasterr Trusalok° screws -3 W long for 2-ply, 5" long for 3 -ply, or 6V," long for 4 -ply. Connection values may be doubled for 12" on -center spacing. Install per manufacturer's recommendations. 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W �4 i O F' / / / z _ E- F 5 / C.' a. r O // Z z Q C M O rn (, 0. O < O _ / / (X F Z Q z E- a ' F CSI '/ O z x z Q z V 0'„ — a r �W C F j I/� / a O O E- x 0 EO^ O z a W . � d ' o F cD r. C a .7 '� Pil. E r/1 l $ W 2 Q -xas W C - W,, Z x W / / Z v, W -0oz 2.-F-',.'-2E, C ° O Z o o c7 Q E- v? /� '/ a v C\2 Q P.4 I x x w o D "''— u � VD 0 . N q �7 U % . 4 <u� IP w ja , � .- CO a: WF O C: E^ F Q ri) OP F. , / ��`° `z ° °'5";1'. 6 .• EE O Q Q Z d O / �/ ua a.=yi '^ • F < O O W < W F up Z " / � PP u O O O >- 0.0. < ' : :; r!] E- C] C z O C W ^0 W Z O O < 70Cg U U a N F X¢ � /. °` c Q - a. - C�o E E- ..mwno /. l/.S./�E`X r a O H O 0 CUC CC XQ COU1�Z i // , , 1 1 W O i r., 1 1 a_Qrn r� ' ❑,E-Cw�wa o (, 2 ,_1 Q . L___ L LJ. S' -�____ • F a H I , W ®® 0 Price /Code PRODUCTS HARDWARE SCHEDULE 6/9/04 Data Sheet 2004 ro REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES Price "J0 A 1 _ 2565 3205 1550 (14 (6)16d _t3 111 1m -U 1 ' - s '!- 25 67 :11 1000 765 (6)16d (6)10dx1.5 Skewed 45' 0 7; 0 3 [ " 210 67 1330 1660 1250 (10)16d : ''.4 U210 64 Skewed 45' 13 • 1 1390 . (10)10d / • Sloped - varies 3 P ' i =10 64 • • ' 1205 785 (9)10d (7)10dx1.5 Skewed - varies 3 ',-;,21 H ' :Hi/A.3 .:1 3265 • 20 16d _..� • , . ( ) (6)HJ (4)EJ 10dx1.5 Hip Jack &End Jack %5 8318 I THA422 Min .. 1635 1635 - (2)16d Top (6)16d SYS 42 $6.60 op 8318 I THA422 Max .. 3630 4145 1550 (22)16d (6)16d SYS 42 $6.60 8325 J THAC422 Min .. 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange $6.60 8325 J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange $6.60 mo 8319 K THA422 UR Min 66 1090 1090 - (6)10d (3)10dx1.5 SYS 42 Skewed 45' $58.50 t 8319 K THA422 UR Max 66 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' $58.50 8319 K THA422 UR Max 66 1210 1210 - (2)10d To• (4)10d SYS 42 Skewed45' 9 - 12 "FL $58.50 8317 L SUUR 410 67 1860 2330 1275 (14)16d (6 16d SYS 42 Skewed 45' $12.75 8308 M LSSU410 . • 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped - varies $12.75 8308 M LSSU410 64 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed - varies $12.75 8136 N IUT312 73 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 2.5" $4.35 us 8137 0 HU312 -2 74 2145 2680 1085 (16)16d (6)10d 1 -JOIST 2 Ply Face Mount $19.50 8140 P IUT412 74 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 3.5" $4.50 '00 Q MIT316 86 2400 - (6)16d (2)10dx1.5 I -JOIST • • $8.00 8150 R SUUR 310 67 1860 2330 765 (14)16d (6)10dx1.5 I -JOIST Skewed 45' $12.75 8151 S SOUR 314 67 2395 2500 1150 (18)16d (8)10dx1.5 I -JOIST Skewed 45' $22.50 8147 T LSSUH310 64 2295 2295 1150 (18)16d (12)10dx1.5 I -JOIST Sloped - varies $9.75 8147 T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I -JOIST Skewed - varies $9.75 3144 U HU7' Min 75 2950 3685 865 (22)16d (6)10dx1.5 1 I Y L V L L Min. Load Si !.30 3144 U HU1' Max 75 4020 • 1440 (30)16d (1010dx1.5 1 °L" LVL Max. Load 311. ' 48 V '- -L7,448 75 6805 7925 3220 (36)16d (12)16d "_,, ! `vL ,,..? 30 ps cs-'a9 W 1 r -i S412 75 9155 9155 4055 30 "52 X i3 UJ 412 L 75+161 5035 5035 2028 (56)16d (20)16d ;'.. i i_. ' _VL Skewed 45' Lf 2 JO X153 X Hi5U5412 P. 75+161 5035 5035 2028 (56)16d (20)16d _ - _ _`J'_ Skewed 45' Rt )0 34 Y H ` !;4 12 Min .: • 1085 (16)16d (6)10d � ! -VL Inverted Flange ' 1 4 Y ' ' Max • 3685 1810 (22)16d (10)10d !_ _ Inverted Flange -5 ', 45 Z H L 35 50/12 76 9155 9155 4055 (56)16d (20)16d _'v L 0 146 ZZ HGUS7 25/12 76 9835 9835 4055 (56)16d (20)16d 1 -L' LVL E . )0 ., 8326 UL1 H16S 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Short $2.25 8328 UL2 H16 1 (10)10d x 1.5 (2)10dx1.5 Tie Down Long $3.15 8327 UL3 H16 -2 1 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss $3.50 0'" 8331 UL4 MTS12 111 (7)10dx1.5 (7)10dx1.5 Tie Down Twist Strap 12" $1.50 8343 UL5 HTS20 • (12)10dx1.5 (12)10dx1.5 Tie Down Twist Strap 20" $3.50 8340 UL6 MSTA36 • • (13)10d (13)10d Tie Down Flat Strap 36" $3.00 fro 8344 UL7 MGT Threaded Rod or (22)10d Tie Down or Add UL8 $23.95 z' 8345 UL8 PHD5 14 SDS1 /4x3 Add UL7 Tie is Down Add UL7 $28.50 8345 UL8 PHD5 Threaded Rod Tie D. $28.50 > 120 (4)10dx1.5 Truss Spacer i 0 i-ews 10 Pack - is Truss Screws .0 ;F - 50 Pack . is Truss Screws _ ;0 f" ; ;.saws -_ 50 Pack is Truss Screws :0 = ws 25 Pack ,-s Truss Screws . i0 - - =r ? rtes each Truss Seat Plates .10 ow Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID: ISZY151- Z0321102954 Truss Fabricator: Manning Building Supply Job Identification: J 06-0523F - -- Lot 36 Paradise Preserve , FL (1286 County Rd. 309 Live Oak,) Truss Count: 10 Model Code: Florida Building Code 2004 Truss Criteria: ANSI /TPI -2002 (STD) /FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record: The identity of the structural FOR did not exist as of PP Address: the seal date per section 61G15- 31.003(5a) of the FAC Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: Seal ate: 08/21/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of -Truss Design Engineer - record, as defined in ANSI /TPI 1 Arthur R. Fisher 2. The drawing date shown on this index sheet must match the date shown Florida License Number: 59687 on the individual truss component drawing.. 1950 Marley Drive Haines City, FL 33844 M 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: GBLSY42A-GBLSY42B- Poo l Ref Description Drawing# Date 1 04831- -T1 06233034 08/21/06 2 04832- -T2 06233035 08/21/06 3 04833- -T3 06233036 08/21/06 PP 4 04834 - -T4 06233041 08/21/06 5 04835- -T5 06233037 08/21/06 6 04836--T6 06233020 08/21/06 7 04837 - -T7 06233038 08/21/06 8 04838 --T8 06233039 08/21/06 9 04839 - -T9 06233042 08/21/06 10 04840 - -T10 06233040 08/21/06 re P rirr P r 11111111 11111 11111 ill 1111111 1111 11 n-. o a� i rgi I-' r CD rcnz T = 0 0 c. Cty -i ➢ 3m � rz o "h .-�.� cD E. .. b _ D r rni CO C)mr <n N .'B -O O .A� 2- 70 n ED'S c� T➢ O r (n c -, x 0 0 O y O N ad N . O r Z ,--. .-r 0 CO . ^U F-+ 7022 3 J A A T ;t. ppa m D '0 Q a X X X C .61 m (D N U1 A• 'a N Z r (n (11 a) N N N F, X X G7 O tD TJ t o 7 A ' AA =•• -P ' o7-1 oN 0 o o o 0 ' v, J o is e) cn / III A A CO (n -{ Cu NNN D D • x III vom a rn zzz rn II CD O r O A 0_ W .--.3 N _. a Fr X r 1 c..) 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' Bestcon Homes Job #: J - 06 - 0523 File #: ° ** Salesman: John Ferguson f" (6 1 Designer: Philip Shoemaker Manning Building Supplies 9 9 p p l� an4 Del0.eMatek J ob: Jacksonville Florida 32256 jaxtruss @mbs- corp.com "" Date: 8/21/2006 Phone: (904) 268 -8225 * Fax: (904) 260 -2981 Dogwood Modified j Del. Date: Lot 36 Paradise Preserve ~ ow FL L Cover Sheet L I Truss Level 1 st Roof I r A mud Penner t WoodTruss rr Alpine Engineered Predate, Inc Qty Span Description Pitch OHL TC Size Truss O/A Height Weight r TC/BC OHR BC Size Ext. Weight 1 16 -00 -00 Al 8.00 / 0 01 -03 -01 2x4 05 -09 -01 86.7 LB 00- 00-00 2x4 /II\ 86.7 LB P"I 1 16 -00 -00 A2 8.00 / 0 02 -00 -00 2x4 06 -10 -15 86.7 LB 00 -00 -00 2x4 , 86.7 LB 1 16 -00-00 A3 2 PLY 8.00 / 0 02 -00 -00 2x4 - \ 07 -00 -03 86.7 LB ( 00 -00 -00 2x4 r 1 86.7 LB 4 18 -00 -00 B1 8 / 0 01 -03 -00 2x4 06 -05 -01 100.7 LB 01 -03 -01 2x4 ' I'I\ 402.8 LB 1 18 -00 -00 B2 8 / 0 02 -00 -00 2x4 /0 07 -06-15 97.9 LB 02 -00-00 2x4 A 97.9 LB 1 23 -11 -00 C1 2 PLY 3.5 / 0 02 -00 -00 2x4 02 -11 -02 447.6 LB » 00 -00 -00 2x4 447.6 LB 1 08 -03-08 C2 3.5 / 0 02 -00 -00 2x4 03 -03 -06 42.0 LB 00 -00 -00 2x4 / 42.0 LB 1 10 -01 -08 C3 3.5 / 0 02 -00 -00 2x4 03 -09-13 53.1 LB 00 -00 -00 2x4 53.1 LB G e 1 12 -00 -00 D1 8 / 0 00 -00 -00 2x4 di 04 -05-01 61.5 LB 00-00-00 2x4 / I' I, I, i � 61.5 LB 1 12 -00 -00 D2 8 / 0 00 -00 -00 2x4 A , 04 -09-04 53.1 LB 1 00 -00 -00 2x4 53.1 LB 3 12 -00 -00 D3 8 / 0 00 -00 -00 2x4 04 -09-04 53.1 LB 00 -00 -00 2x4 AIk.. 159.4 LB r 1 19 -00 -00 D4 2 PLY 0 / 0 00 -00 -00 2x6 02 -07 -00 548.6 LB 00 -00 -00 2x6 minz 548.6 LB 1 18 -02 -00 El 3.5 / 0 02 -00 -00 2x4 02 -10 -14 89.5 LB rol 00 -00 -00 2x4 89.5 LB 1 08 -03 -08 E2 3.5 / 0 02 -00 -00 2x4 03 -03 -06 42.0 LB 00 -00 -00 2x4 ■ 42.0 LB 4 07 -09 -00 E3 3.5 / 0 02 -00 -00 2x4 • 03 -01 -08 30.8 LB 00 -00 -00 2x4 123.1 LB ! 1 07 -09 -00 E4 3.5 / 0 00 -00 -00 2x4 02 -07 -00 42.0 LB 00 -00 -00 2x6 � '-/'� 42.0 LB ■ HomeBASE by Alpine Engineered Products, Inc --- _- - - - - -_ 1 _ - -_ --_ Page 1 of 2 tol N .. uosn6ua uyor :NWWS31WS .. 0 0 LP uajowaoyS d!1!1-d :83NSIS30 Z anuasaud as !pound SE o : SS3�J00d m o 0 LLI 0 pa!�!poW poor 00 :NOI1dI2�OS30 0 -) d SawOH uo04899 :83WOISf10 r w ❑ m cr w .. cr Loo O - CLW W N 0_ J 0 r W ( (- J =WT0_ w W N J co O:W > m 1- ,-. _Jura cr -1L Z ¢1- 0 U' S Cr ¢ wD W OW Z Li/ W OO mz O ¢ Tim - Z w£ N rrr JL 0 W J m Or a'OW 0 M• OO 0014.W U)LL 0 N � N O❑� W J 0 w ZZWW• -• '-- ••--•L U)WOZ - Z U J0: Cr • w (AWJU• SUE. - -2 W ¢W OW w O¢NO]Z OO1n co ^'¢ -J❑J rO z z1 __w) w rW(nr•W D=0 rw r Wa ¢W 3 U =On L - Wz --c ¢O 0 tl-�+ W3 Z WD_O:Zd: 0: W D;OZi -•�OfA O 8e-Re. 0 Q W ¢ wW ❑ DS D: 0= W W Z N W O— _w c, °7- ¢ee • W or- ¢= •r W(n eb Z woo u.1 I 0- ¢0zwx r zm 1 J¢ 1)- w 1 - o¢ 0co0_c ¢a;mn Cr) 3W o 1-• 00 0_ mw R 2 co (or 0 0 ,-r a _J w2U• m o m m (f7W WO!U U OI-'O •• O J3 UT Z W 00 0 • 01.1) 1- w O:O0J tom UO 1 OOH w rOJ0 ¢ ZU•-• ❑ -J 1- 1 1 - m0 w woo -+z W ujo W ¢ 0: �J w r }Y - - WOU 0 } O w . 0 w 0 U� 0Z * O:1(¢,00 • Z 0 2n' 0 0 w W W W ¢m * rO O a D:� U a a J ❑O ❑w ❑2 3 w wz wU •• Zr+ 00.000OZ a s W J -.1Z J U W w OO J❑¢ 02 }J-¢Z• -� 0: Q: ❑ —O r1 r WW JUJJJ m UQ� OZ Om O¢ JZ » KD W OOJW , n l f + ) • z m0 0]¢ 0]£ (CD cow ❑6]K L 7 J W 0 .Sh L -m I .8 8_DT.8 I ..Z .8 L - Z.ET ' L 1.d ■ L 111 1 ,.., N N Lli $m ■ 11 4 > >n w 1E111 11 L T re y ' ! 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Igo 00 $301 ) ft" MP I WO Mil ilom rom PP plei 0 " l\ 1\ * 00. re iri r. f 1 0 gi 4 / 0 0 1 " I I III 011 I 010 / NO WA 4 / A VIA4 / MO flN0 •Add ef A* / A\ ol. i / V / \ / it \ ir \ , i k , \ 4,4 \ fflo, 0 1 \ 1/41 I-1\11 Ir \ " 4 .. ■■-,. , t, ,.■ v. ,,y :44 ■ve 7P ,,1 A\Attal° 44/ PO 7 Il k \ /1 11:110eP* i OP il 4 / 0). ii ■ i V , ,.. . i rx " isk Arlik .- „ I _ii■ 1,IPP ,;:k EMM/T NO NW/ i k 4 11007 ' *WI LAII " ,, vi _ __11 _a_ A " 0 Me ro 1 / k 4 11111\ ON voi OP aew Price /Code PRODUCTS HARDWARE SCHEDULE 6/9/04 Data Sheet 2004 la REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES Price n0 A : i r''):29 51 2565 3205 1550 (14)16d (6)16d - !J33 ' ,. - 3 B , 51 3585 3775 2000 (22)16d (8)16d -! ` S ' 19 C i :, -2 105 6805 7925 3220 (36)16d (12)16d .;'8S 2 Ply Truss .0 mil S. , D '823-3 105 6805 7925 3220 (36)16d (12)16d - '! .r 5 3 Ply Truss '5 24 E ^5 67 800 1000 765 (6)16d (6)10dx1.5 r.U'8S Skewed 45' > i -)0 • F __ 210 67 1330 1660 1250 (10)16d (10)10dx1.5 - 'us'S Skewed 45' • 4 G 1 i , 10 64 1110 1390 875 (10)10d (7)10dx1.5 ...'SS Sloped - varies 3 "'4 G '_ :;.'.10 64 995 1205 785 (9)10d (7)10dx1.5 , .'.. 5 Skewed - varies 1 _1 H - - 5 8318 1 THA422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 112 2680 3265 960 (20)16d (s)HJ (a)E 1odx1.5 '..,:".:'S Hip Jack &End Jack 5 T $6.60 lati 8318 1 THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 $6.60 8325 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange $6.60 8325 J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange $6.60 8319 K THA422 UR Min 66 1090 1090 - (6)10d (3)10dx1.5 SYS 42 Skewed 45' $58.50 8319 K THA422 UR Max 66 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' $58.50 8319 K THA422 UR Max 66 1210 1210 - (2)10d Top (4)10d SYS 42 Skewed 45' 9 - 12 "FL $58.50 pp 8317 L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' $12.75 8308 M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped - varies $12.75 8308 M LSSU410 64 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed - varies $12.75 8136 N 1UT312 73 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 2.5" $4.35 lomo 8137 0 HU312 -2 74 2145 2680 1085 (16)16d (6)10d 1 -JOIST 2 Ply Face Mount $19.50 8140 P IUT412 74 1110 1390 255 (10)10d (2)10dx1.5 I -JOIST Face Mount 3.5" $4.50 * Q M1T316 86 2400 - - (6)16d (2)10dx1.5 1 -JOIST Top Mount 2.5" $8.00 a 8150 R SUUR 310 67 1860 2330 765 (14)16d (6)10dx1.5 I -JOIST Skewed 45' $12.75 8151 S SUUR 314 67 2395 2500 1150 (18)16d (8)10dx1.5 I -JOIST Skewed 45' $22.50 8147 T LSSUH310 64 2295 2295 1150 (18)16d (12)10dx1.5 I -JOIST Sloped - vanes $9.75 pro 8147 T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I -JOIST Skewed - varies $9.75 3'44 U HU11 Min 75 2950 3685 865 (22)16d (6)10dx1.5 1 PL'/ !_VL Min. Load 31 " 30 ;144 U H'1'' Max , 75 4020 4405 1440 (30)16d (1010dx1.5 1 °f - ' ' LW_ Max. Load ' 1 .: - 30 - V ; 7;48 75 6805 7925 3220 (36)16d (12)16d "_ '_Vi_ 10 ' 49 W I 5412 75 9155 9155 4055 (56)16d (20)16d :_` ✓L . 2'52 X l IU 3412 L 75 +161 5035 5035 2028 (56)16d (20)16d ' - _'r!_ Skewed 45' Lf ; ' :'53 X HGi_'5412 R 75 +161 5035 5035 2028 (56)16d (20)16d _ _VL. Skewed 45' Rt • , ..: )0 " 54 Y 18412 Min 75 +161 2145 2680 1085 (16)16d (6)10d - _ 81L Inverted Flange 5 5,4 Y 12 Max 75 +161 2950 3685 1810 (22)16d (10)10d _ =! ..1 Inverted Flange - 5 45 Z Ht88S5.50/12 76 9155 9155 4055 (56)16d (20)16d = ..." _`•iL ::0 ,,,u6 ZZ HC ?,i!S7.25/12 76 9835 9835 4055 (56)16d (20)16d 1 '!_ _VL =U 8326 UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Short $2.25 8328 UL2 H16 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Long $3.15 OR 8327 UL3 H16 -2 138 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss $3.50 8331 UL4 MTS12 139 - - 1000 (7)10dx1.5 (7)10dx1.5 Tie Down Twist Strap 12" $1.50 8343 UL5 HTS20 139, - - 1 450 (12)10dx1.5 (12)10dx1.5 Tie Down Twist Strap 20" $3.50 8340 UL6 MSTA36 131 - - 2050 (13)10d (13)10d Tie Down Flat Strap 36" $3.00 mo 8344 UL7 MGT 126 +141 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 $23• 8345 UL8 PHD5 26 - - - 14 SDS1 /4x3 Add UL7 Tie Down Add UL7 $28.50 8345 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down $28.50 4 3 - -? 120 (4)10dx1.5 Truss Spacer - ;0 ,NS 10 Pack - vs Truss Screws - '0 To ;h _ :. _ :trews 50 Pack v Truss Screws :0 -_ -revs 1 7 50 Pack - vs Truss Screws 3 _, 25 Pack s Truss Screws .0 each ') Seat Plates, -` r* Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID:1 SZY 151 -Z0221 102805 Truss Fabricator: Manning Building Supply Job Identification: J -06- 0523 - -- Lot 36 Paradise Preserve , FL (1286 County Rd. 309 Live Oak,) Truss Count: 31 mu Model Code: Florida Building Code 2004 Truss Criteria: ANSI /TPI-2002 (STD) /FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7 -02 - Partially Enclosed roP Notes: Seal Date. 08/21/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of -Truss Design Engineer- record, as defined in ANSI /TPI 1 Arthur R. Fisher Florida License Number: 59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City, FL 33844 PP 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the FOR /building designer. PP 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: 140GC- 140GS- # Ref Description Drawing# Date nom 1 04566 - -Al 06233011 08/21/06 2 04567 - -A2 06233012 08/21/06 3 04568 -A3 06233017 08/21/06 P „ 4 04569 - -B1 06233008 08/21/06 5 04570 - -B2 06233014 08/21/06 6 04571 -C1 06233018 08/21/06 7 04572 - -C2 06233016 08/21/06 rm 8 04573- -C3 06233021 08/21/06 9 04574 - -D1 06233027 08/21/06 10 04575 - -02 06233022 08/21/06 11 04576--D3 06233023 08/21/06 12 04577-D4 2 06233033 08/21/06 13 04578 - -E1 06233001 08/21/06 14 04579 - -E2 06233010 08/21/06 15 04580 - -E3 06233031 08/21/06 401 16 04581- -E4 06233032 08/21/06 17 04582 - -F1 06233019 08/21/06 18 04583 - -F2 06233007 08/21/06 19 04584 - -F3 06233028 08/21/06 PP 20 04585 - -G1 06233009 08/21/06 21 04586 - -G2 06233015 08/21/06 22 04587 - -G3 06233024 08/21/06 23 04588- -04 06233025 08/21/06 24 04589--G5 06233013 08/21/06 25 04590 - -G6 06233026 08/21/06 26 04591 - -07 06233030 08/21/06 rP 27 04592- -CJ1 2R 2L 06233005 08/21/06 28 04593 - -CJ3 2R 2L 06233004 08/21/06 29 04594- -CJ5 2R 2L 06233003 08/21/06 30 04595 - -EJ7A 06233006 08/21/06 on 31 04596- -H07 D45 06233002 08/21/06 PP 1111111111111 1 l l 1 11111111111111111 Z VI o 0 -I CO -4 .-. 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T I- m D Z T T .�0 r' D c j r''' m O 0 n xm -i -i •O O y N M H+ m AO 3 3 Z _ I� �+Nm�+N m�+NVt mA m m -0 •f T V '•i W C/1 C N01AN01AN01AD Z- z 2 C eft •,'/` T 1 V� •��A A z o000000000o C9 • -J� m r D 000000000 0 0 0 0 -i i 7 y1 D z N < �' m x T --I 44 T •• 00 L7 r p 0 moll O • 101111.111.111.0 O (/1 A 0 D •C O • 0 A N N 0 m 0 r m n POI D c cn cp. O C O 0 C7 0 0 (/) o0 V02(WNNX0 m V o r 0 0 r . , y .-,y T • 0 A O (0 N m 3 „ m ''. T r r r r r .( + m 0 0 A i0 . -• N OU1Oi - 3= 0 2 D 0 F m 0 - c7 0 > - 0 v cn 0 -1 2 -1 > D ^' 1--+ O x D m A A 0 - _ r 0 -1 ti 2 • , 01 N 17-) W \ 1 , D cn r 01 0 0 Cri 0 J \ z m m y o z z v) W \ 0 - 0 - c C..) 0 0 0 0 0 n ►� m 0 0 .Y v - 0 - 0 - 0 - 0 , \ m m 3 (/1 C/1 N N N r_ o 0 -1 T T 'n T co co m Z 0 0 v 0 0 0 C. TI N = 0 0 70 C/"1 "0 Mi 2 T 0 z D m c 3 z m v T 7o a) 8 ® I 3 6 0 N 0 A o 1M1� i�_1 0 T A o o N ro o co n .P CO CD D 7D D 0 o O T V) a c r N i I B t lauei: i !" �a Job TuformatioOe— il Bestcon Homes Job #: J- 06 -0523A ** File #: Sa lesman: John Ferguson Designer: Philip Shoemaker Manning Building Supplies Job: Jacksonville, Florida 32256 jaxtruss @mbs- corp.com r Phone: (904) 268 -8225 ' Fax: (904) 260 -2981 Date: 8/21/2006 Dogwood Modified L. Del. Date: Lot 36 Paradise Preserve 7 FL Cover Sheet l I Truss Level 2nd Roof 1 Aproud Penner of WoodTruss "I I Alphas EnsInmed Products. Inc Qty Span Description Pitch OHL TC Size Truss O/A Height Weight go TC /BC OHR BC Size Ext. Weight 2 13 -07 -00 K1 8 / 4 02 -00 -00 2x4 05 -09 -01 75.5 LB 02 -00 -00 2x4 151.0 LB polii 18 13 - 07 - 00 K2 8 / 4 02 -00 -00 2x4 06-01-04 61.5 LB 02 -00 -00 2x4 1107.7 LB Trusses: 20 Hangers: 0 Jacks: 0 Beams: 0 Piggy Backs; 0 I- Joist: 0 Total Trusses in Package: 20 Rim Board: 0 1 so 7 PI ilr r oi l HomeBASE by Alpine Engineered Products, Inc Page 1 of 1 N .. uosn6ua uyol : NJWS31US 0 0 0 ua )1owaoyS d !I!yd :d3N9IS30 z anuaseud as!pouod 96 4o1 :SS32JOOd m o 0 0 p a ! J 1 pow poor, o0 :NOIldI23S30 0 SGUGH u00 +sa9 :-J3WO ±Sl3 -) – 3 m —' i W o (n > > r - • Cr O W Cr) U) J - CC W W u ¢ J r W (n L w a W N J7m¢W W W J U) ¢ W > CO JuEa 0: Y z ¢ U on C7 2 C 0 W¢Z 0_ 0 0 -.-. N Z o w CC W E - MC C W¢ o � JJ ~_ m w ZZ * CC cr, rrrJs Wr. a0 W ZmOZ o (0 0. OWZ (nu_ O UI O OD,- Ct W J 0 w t. (ill. -. HFy U)WOZY Z 0 JO: 0 0 W • w COW _RD 00tH 7U¢� .JoCC W • OW O w omU/mZ 0=0 rW F- WC, Q 3 3� -JO * rL?NW W O JN= 0 0 E Q cc oz on cc0 o a.- Wa Z W¢¢ZM ('J – w ¢O1JU1 WW o OS 0 UJ Or mLLrd'. I NO-0– Jw w 2W r .-. Wmab • Z W Or 2 Z (noow PP N O - QOZWS r Z(n 0 J¢ 30 I OZ °CCU/ > 0 (n30_ orm JSC w a m 0 C Ct 7 U 0 F- aa .mx mo Y J K Y ¢ .. (- li COW 2 0 , -+WCC m O (n (n WW * K .. J r m J J I.LICC C0 0 I 0 - o Z)=0 w 00 0 • O I w roJZ ,.. I 000_ (J(JOIE ZO.-. 0 J r F-0 i-� r0 0 WO * (nut. -.Z J W r >)- wOU. -.-. > > O Z OOWNKQCC O O �2 W W W J * � 3Z 0 Z¢. -+NOm3 sc • 0O OW 01 3 U7 * Wz • z r-a O a s w J JZ JO W w 98:;35 mu, (n o¢> -2z-. ¢ 1 0 0 r F- JJ m -u --.a OO 01 00 02 JZ O7K7w i –) J0_0 – N 5', a 00 00 0 0 00 000mm .Sh 4m1 .8 8.01.6 I Z.8 LET TO f (U N y Ili R ■ I oo I \ 3 m i i i h. a n m s, c m � i t 1 j I c ' I c I t a �mw k S j i rio" Li m . Pc - - B. .5 — 8..Z ST ( .9T t , t , 4 , 71' / IINNINIMM 1 r dirt / ) - itta t ditr A / 1 0 4 1 7 7' / 4 fr ill, , , , ,, , , , ■ 11F ra r R R \ 7 , R ■ II/ 7,1 / R 1 1' 11 R v 71 , ■ VT , , \ $ 1 1 9 4 If 7 ., , , ,...... ,, , 1 J „F.! , 1 7 7.. I _ 1 , it :,. I, tf I ■ 1 1 ' 1i .71. 1 71I A 7:1' ■ 7'1: , ,, ,‘,. 7 , A 7 1 (11 1\ 116h e Al r r o 71' / --/ '1' 1 ii fr A r i i ,,,,,.... $1 ___7m. 4g tig l■ , ii i iiii , i A 7 Alpine Al P i Engineered Products, Inc. g 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID: ISZY151- Z0421103013 Truss Fabricator: Manning Building Supply Job Identification: J- 06- 0523A - -- Lot 36 Paradise Preserve , FL (1286 County Rd. 309 Live Oak,) Truss Count: 2 Model Code: Florida Building Code 2004 Truss Criteria: ANSI /TPI- 2002(STD) /FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record: The identity of the structural FOR did not exist as of r Pr Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor - N/A CC71 Wind - 120 MPH ASCE 7 -02 - Partially Enclosed Notes: Seal Date: 08 /21/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of -Truss Design Engineer- record, as defined in ANSI /TPI 1 Arthur R. Fisher Florida License Number: 59687 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: 140GC- # Ref Description Drawing# Date 1 04913 - -K1 06233032 08/21/06 2 04914 - -K2 06233031 08/21/06 mo mr or 7 T 7 1 1111111 VIII 11111 111 1111111111 1111 S.. - Z cn o 2 0 - I CO - � r 0 m 0 co - z 0O 0 0 m J N `+' C , L I fD m N C,C O < n O 0 N ?- CT 49. v ),- O c- o 73 N o 0 0 (J cv o a Cr - 1 - 5 0 re i� o 2 ➢ 0 - 0 N 0 a cn 0 ,C1n r = o 0 - C/1 n N z C 2 O O. X X X ➢ O z (n O n J AAA ; F MI D a o c ° CD ( ,-+ . , (n v, cn ;i A rr O V, a vvv O O (1 N (- ,, N r - s A , , k : O V° • ' 1 ° N t W O 0 O N N N c'* ➢ O o rn o zZZ Co. 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V O O V O C_. m C 'n --I '.^ r A W v N m 0 1V 2 CO 0 x F \ N I - ,---, A x 0 _ W 0 O W O O O O O n V N O 1 MI Q D co O a ,_ w N r - O W m m z s, - 0 '0 N C 1 - O N . r V) (./) (/7 (/7 V) r,) m . ^ x m w m m C Ti T T7 m ,..1 O m O )-+ N t0 N at Ot < ..�- W r m z A CA (D a `� N o .�-. rn o w w m x 2 Q N C.3 U7 2 Cl D - D 0) N V P m c o D rn N n °' z m --I T y c/ D I * ° Z x p N w N O A O I H 0 0 0 O �- • �- o w .-. o z O z 'C N r ; 0 : ; 0 m z m CO MI 0 o O T O / a OA o N O 3 1 JOB: J- 06 -0523A LOC: LOT 36 PARADISE PRESERVE PLAN: DOGWOOD MODIFIED DESIGNER: Philip Shoemaker 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY RLL SPANS AND AMOUNTS, RS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 0 3. NO BRCKCHRRGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER m 4. APPROVED BY N APPROVAL DATE: L DEL. DATE : (n BUILDER TO CONV. FRAME ROOF, VALLEYS 0 co RND O.HRNGS RS NEEDED. W D L BUILDER TO FRAME DOWN CEILINGS O w AS NEEDED. - o c W - ID E BUILDER TO BUILD UP WALLS TO E- 0 a) U MATCH TRUSSES RT HIGHER PLT HT. o o L O D _moo _C rn �U) L ALL WALLS SHOWN ARE LORD BEARING c O UNLESS NOTED OTHERWISE. 0 p (1) 0 1 1 -I 3 - C W 0)4- * * * * ** ** ATTENTION * * * * * * ** N 0 O C 0 CO O J C BUILDER IS RESPONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, •' '° •' •' 3 ••• DRILL OR NOTCH ROOF TRUSSES OR BERMS. a Z W D Z BUILDER WILL BE RESPONSIBLE FOR REPAIRS, W O CD 1.11 CC REPLACEMENT COSTS 8. /OR ENGINEERING FEES. Z' W Z Z O F- CC LD (.1) I- IL W (I)1 -+OU) 1 L)L�O (f) JOB NO: J -06 -052 PAGE NO: 1 OF 1