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Permit 750 Paradise Lane PERMIT WORKSHEET Certificate of Occupancy Job Address: J,:�6 Z-71 Type Work: Property Owner: 2 �S �Co ./ Phone # c>2� —q -74 7 Contractor: /V Phone # CSi Cod Permit#: O 334 D 0 Date Issued: �. 9 0& Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing 116b 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: ■ ■ '�' CITY OF ATLANTIC BEACH J ter' ' 800 Seminole Road • Atlantic Beach, FI. 32233-5445 ' Building Department ' Telephone: 904-247-5826 • Fax: 904-247-5845 ' Email: sgrahamCD-coab.us FAX To:'?� �-! r ss Fax# From: � Date: 4 Pages: Re: ❑ Urgent ❑ For Review ❑ Please Reply SSI City of Atlantic Beach ' Building Department 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: February 7, 2008 Contractor: Bestcon Homes Address: 750 Paradise Lane, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 06-33000 vID T UIL Cie CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034101 Date 8/06/09 Property Address . . . . . . 750 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------------------- Application desc NEW SERVICE ------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 -------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . 10/17/06 Valuation . . . . 0 Expiration Date . . 10/10/07 ------------------------------------------------------------------- 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. s CITY OF ATLANTIC BEACH Y. 804 SEMINOIX ROAD ATLANMBEACH,FL 32233 tff INSPECTION PHONE LINE 247-5826 rya�Jil/I' Application Number . . . . . 06-00034185 Date 10/30/06 Property Address . . . . . . 750 PARADISE LN Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 0 --------------------------------------------------------------------------- Application desc 2 CU & 2 AHU -------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEST CON CHAPPELL HEATING & AIR 6451 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 724-1344 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/28/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 PERMIT IS APPROVED ONLY E4 ACCORDANCE WrM ALL CFff OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 2 800 SEN MOLE ROAD = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5M Application Number . . . . 06-00033706 Date 8/16/06 Property Address . 1 . . . . . 750 PARADISE LN Application type description PLUMBING ONLY Property Zoning . TO BE UPDATED Application valuation . . . . 0 ------------------------ --------------------------------------------------- Application desc 18 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BESTCON OWNER ATLANTIC BEACH FL 32233 ----------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 161. 00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . 2/12/07 ------------------------------------------------------------ Fee summary Charged Paid Credited Due ---------- ---------- ---------- ---------- Permit Fee Total 161. 00 161.00 . 00 .00 Plan Check Total ' 00 . 00 .00 .00 Grand Total 1 161 . 00 161 . 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES I CITY OF ATLANTIC BEACH 800 SEWHNOLE ROAD V ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033000 Date 7/19/06 Property Address . . . . . . 750 PARADISE IN Tenant nbr, name . . . . . . NEW HOME Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 352676 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 . . . 1254 .00 Plan Check Fee 609.50 Issue Date . . . . Valuation . . . . 352676 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .53 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 13 .19 AB CONSTRUCTION SURCHARGE 1.46 STATE RADON SURCHARGE 10.18 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 590.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1254 . 00 1254 .00 . 00 .00 Plan Check Total 609. 50 609.50 . 00 .00 Other Fee Total 2310 .36 2310 .36 .00 .00 Grand Total 4173 . 86 4173 . 86 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE I'Y,ORIDA BURMING CODES. IV ; CITY OF ATLANTIC BEACH 800 SEYHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034101 Date 10/17/06 Property Address . . . . . . 750 PARADISE IN Application -type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/15/07 ---------------------------------------------------------------------------- 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. _(�}_VofA�la�dw Beach AV71 hebt7 u�tion To: JEA Electric Order Fulfillment,(Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T4 (665-6521) Subject: City of Atlantic Beach Permit# Date: U 1-7,0 le Service Address: Pati C 4,•5 £ Lot—n e- Owner: Owner Phone: Electrician: AV-77't -,.-n e Eli G Electrician Phone: 7S9 - 0 !a d 7 Type of Work: New Service N'd M-Home Subfeed [�] Increase Service [_j Heat& AC [,] Repair Service L j Other [____j Rewire [j Other Description: Temp Pole Li Service Type: (_,_jOverhead. (Repair/Replace) [_jUnderground(New Services) Building Use: [ r Residential "Church ]Environmental "M-Home "Commercial Commercial "Other Other Use Description: Service Size: New Service: Amps: �0 d Volts: 07W0 Phase: 1 Existing Service:Amps: Volts: Phase: E-mail:cravli(a).jea.com or seliwciii@,iea.com or resom@iea.com fl1 Llr ,ti , CITY OF ATLANTIC )BEACH 3 sI n..� ELECTRICAL PERMIT APPLICAT � � � ��� Dards r 7 I Property Address- Owner: Telephone #: i Contractor: � �g�,�,c ��i+- �,e Telephone #: 'T ST-0640 ado 7f Contractor Address: 7 _ 3- �c n �I� • Fax#: 7S' ! -09 0 `/ - �tr consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plaxis and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Bar�ingc Buil g Type: O Trailer Ser ' e: If other construction is 1�+ New Xr- Residence U Temp, New bring done on this building 4 Old O Commercial 13 Signs o Increase Or site,list the budding D Re-wire U Addition Sy.Ft. U Repair Pam;t numbs: ConductorSize: AMPS' .42k�C COPPER �. ALLWDIUM Sw+ttct; Jr ' Breaker AMPS PH / ,�' VOLT ��� RACE WWAY Existing Saervict I "! RACE {� 'Size AMPS PH W VOLT WAY _ Feeders: NO. SIZE � NO SIZE NO SIZE , Lighting Outhas _ CONCEALED OPEN M ace tacles CONCEALED OPEN S witches Incandescent Fluorescent & - - -" - M.V. Fixed 0100 AVPs vER HELL Appliances TRANSFER. Air H.P,RATING H.P.RATING CEILING KW-1EMAT !�Canditioning COMP.MOTOR 1 OTHER MOTORS AMPS HEAT _ II f Motors� 0-1 H.P. VOLTAGE PH NO. OVER I H.P.�--- _r..._ ,,_ PHS 1 -----i { 1 EV _ _.......__ 4 OVER6001J ........._ Transformer, NO. KVA - i NO. KVA No.Neon_TrTa sf. - Ea. 1 Miscellaneous 800 Seminole Road •Atlantic Beach,Florida 32233.5445 _ Phone: (904)247-5800. Fav (404)247-5845• http,./iwww.ei.adantic-be.ach.n.us HP OfficeJet 7410 Log fps. Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 17 2006 11:14AM Last Traneactlon Date Time Tyne Identification Duration Pages Result Oct 17 11:11AM Fax Sent 96654470 2:30 6 OK 20 �// CITY OF ATLANTIC BEACH MECHANICAL PE .KNIT APPLICATION Date: Property Address: 2570 ­ ril- ) f Owner: &S�rc>/J Telephone#• Contractor: 6"Plaut l /�— C Telephone#• Contractor Address: (0 qs1 66 Fax#: Contractor Signature:, . C/60a D -4 In consideration of permit given for doing the work as descrthe above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part he' 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 ® Electric or site,list the building permit number: ❑ Gas: _LP _Natural _Central Utility ❑ Oil — ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Jig Heat _Space Recessed Central Floor Of Residential ❑ Air Conditioning: Room „Central ❑ Duct System: Material Thiclaiess ❑ Commercial Maximum capacity / oQ cfm ❑ Refrigeration 40 New Building ❑ Cooling Tower:Capacity P-DM ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System Ll Gasoline Pumps (Number) ❑ Tis (Number) 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 4>% 1, ` >T0�_3� 3 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency f C_ -el 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 1104 t CITY OF ATLANTIC BEACH •3 a sr� =" PLUMBING PERMIT APPLICATION Date: C Property Address: ILI; Owner: Telephone#: 17 Contractor- ephone#: Contractor Address: • 1 Fax#: 9 In consideration of perm' givV ISPdoihg fhe work as described m the above statement,we hereby agree to perform said work in accordance with the attar 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, VNew list the building permit number: O Re-Pipe Number of Fixtur Bath Tubs � Showers Closets Shower Pans i / Dishwashers / Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMBING CO., INC. Permit Issuing Fee: $35.00 NELSON D. HARRIS Total Fixtures: X$7.00 + $35.00= 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http:llwww.ci.atiantic-beach.fl.us Revised 1104 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD +, „r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000154 Date 2/16/07 Property Address . . . . . . 750 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City ofA&uzde Beach Paw*infomatun To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# d 7 - QO I S`� Date: a . /to . 0 '7 Service Address: I-4446-7Ji- Z77 Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service Li M-Home Subfeed [ j Increase Service r] Heat & AC [__] Repair Service [_] Other [_] Rewire Other Description: Temp Pole Service Type: UOverhead (Repair/Replace) [,_,Underground(New Services) Building Use: esidential ( ]Church Environmental "M-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: C;�D 0 volts: c,-)J/6 Phase: Existing Service:Amps: Volts: Phase: E-mail:cravli cr.Yea.coni or schwetn ,Jea.eotn or resomcr jea.coli1 02/13/2007 14:47 7268117 PAGE 01 r7� i `''s EARLY POWER AGREEMENT � RELEASE ' '' CTTV OF ATLANTIC BRACH L!� Flsctric po vsr is requested norw under tbs aoa tions acid w ms of this My!muted Aaaomrnt da Releeae .lob Adds".: 7 S pertnic'-4o. 456 r 35�/O Service Type(Ctrde Otcr): 0--re-bred ilnderlocttaad We.tba uadersiped Gcomal Contractor and Electiciao,urderstand and uyee' mi for opu�r�s of pee is ie tegt►icea lry rad dues �( he� ot tLss� upatfcyt na�wt 6e iu�ta accuMncY• stt es s is at t Tette The City Of Aslsotia Hstica will raa�.a �e�r6 m dm�Y PQWWGDWW�6 all roes uiaprotiouss srtust re prior A Prwst uu v� �eacio.ts. J. Drat parry or use of On nowOn$artvccs.� b � pMMl� i ��ytOaSauoa the early try %pg� f Yf R ; gvm mmcrvsl oIc evicepErmT"04, a�twe�utyFoer� ournoodCe. 4. "Ltal?Pr,ttrer'• v� llsd/CmDtFortingcr 1 must uo ur be:aa: �. it oeolp S%ao�rrr snd fired final tion). a t ac�yro on in 1 e)rctri�a>tieck d. br et,-- f' T 5r1c cruor it n Aske+!ewnt*m m required for CION. aQtporary 5. to y .00,adm:t+ietratim fir.any t�eb�a mo dal fbrs and wy oebgisdiwd ceyuirat4rots must be satisfied prior t0 F. 'mis folly ocmtplated fora is 10 ho submitted to the Dullfts U.parlment by boas.VA&A or fix. 7. pouters sueb A=r.aarietr Witt 004 be ecespMd lrvaa there wbo vielste may 000 of the abo•e iserns. L DATECONTRACTOR ( 1 l 1 PRIIv`I'•NAME PRINT%JX%C Too 9etciootm Ros4 Atlantic nes&PL 32233 pbone:(9G4)?4 i-5526 Fes•:(904W•t-5113i:wc/, _eQp�_.fig -t-'-d 11'29-06 NJ:819(�j` JG138U/Jl7/'d� :•;'i,'i.�• CL sf'. �Q(' .y.� �N.1C•lo7.•br!R CITY OF ATLANTIC BEACH y ELECTRICAL PERMIT APPLICATION Date: O?, & d 7 Property Address• P'7.S£ L Owner: .57—Ca--n Telephone#• Contractor: At&__>-4 i C 'Telephone#• Contractor Address: Fax#: Contractor§i nature: In consideration of permit given for doing 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. BU g: Building Type: ❑ Trailer Service: If other construction is e' New W Residence ❑ Temp. ❑ New being done on this building ❑ Old ❑ Commercial LlSigns L) Increase Or site,list the building Permit number: C3 Re-wire ❑ Addition Sq.Ft. LiRepair Conductor Size: AMPS: COPPER ❑ ALUMINUM Switch or RACE Breaker AMPS PH 1 W VOLTC)'q6 WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous �£ 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httt)://wNvw.ci.atlantic-beach.fl.us Revised 1/04 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Feb 16 2007 2:13PM Last Transaction Date Time Type Identification Duration Pages Result Feb 16 2:12PM Fax Sent 96657372 1:42 4 OK CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Rout: �� Routed to: /�a owski Mak Building Department Public Works&Public Utilities Departments 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#a— 55pup Property Address: 7�0 PORI&I 25f-) L9,06 Applicant: &fa4fon Project: Jam} This permit application has been: 0 Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: . rJ v S�Nv L S w G(� Z/r�G� �✓ v r�� S �.✓ GCS Do-, 0A.1 W09- a v f NA !i Please re-submit our application when these items have been complete Reviewed By: A4 Date: 71, W6 2(1 Date Contractor Notified: D lu O A C y O p Cl) y m (D c < 3 m' CD O CD a -I Cp 0 5D CD 0 a C O 3 ` y y fD d N � 7 OR C C C -^ y Q y .. O n3 O �I On+ E = O (D d Cr CL CD O :3O C N cCD N a Cn S -coeOD Q`G 0 O O CD CO 3 c 0 y.a o v 3 -00 W =ro ao Da 7 $ M p Ca CD A o m c O No m v C _ n' � my y N y O d CD �i CL m C a -0 CD T 0 O O O O 'a a 0 Op co O C CD CS O O O =r 9) 0 fD 0.. N D (� O CL m 0 y y TI " C O B C1 X, N CD N O < p N 7. W 7 CD. O p C - O 'o — d dcn 0 0N n 3 O_ n cc 0 O 0 m :E _ o Q p 0 3 O = m -o m ca o CD CT 00 CL CL CD v Cc o 0 o v CD 77 C O C O _ o n O � N 0' d 0 S O m 0 Q O Q 3 7 CD m y C. 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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 or the removal of any trees? change in site grade, impervious area or fill material will be used on this El NO. Applicant certifies that no project. O&S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. e required for this project. ❑ O. Applicant certifies that no trees will be removed for this project. YES. Removal of rto will beviewed by the Tree Conservation Boa d,which meeVAL ts two ticrtIT IS es REQUIRED. month. Procedure: Removal Permits Procedure: In order to expedite issuance of permits, please follow all steps and Provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. 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. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. of Public Works to determine if apre-construction or post-construction STEP 2. Contact the City of Atlantic Beach Department topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. davit if tice of Comm STEP 4, Pleases cont Building and fouPermit4)complete Application,ets of co struction prlans tothe Building Department,whNichris locate d at thefiAtlantic owner is contractor, Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-582 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Raqqqr\ C - &cGy) -Di,g c Mailing Address: W ( t bJ r Telephone: Q U r ( L 1-7 Fax: C`r10 Q)Z(4(p--71-CP E-Mail: Mq<� f\0 Elff' n Y1C�-�e5•C� 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 pen-nit 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 upon a e information being true and correct and that the plans and supporting data have been or shall be provided as required. �A t C� Signature of Owner: W Date: J � O�0 AS TO OWNER: Sworn to and subscribed before me this `� day of20 . State of Florida,County of Duval 4 Notary's Signature: pyx :RUNEE GAIL RUSS OMMISSION#DD44l�D ssnaly known � o ES; t0. ❑ Produced identification t v04da ; Type of identification produced Sig�*ure o Contractor: Date: AS TO CONTRACTOR: t {� Sworn to and subscribed before me this 1 day of V­ta_ ,20�. State of Florida,County of Duval Notary's Signatur : -- � �,' RENEEGAiLRUSS sonallyknown � MY COMMISSION DD448M Produced identification AoidaNOM ' oF4�Pe EX4tRES.I*10,2W Type of identification produced Np�lyg�e:o�es 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 rf r,l�f . r CITY OF ATLANTIC BEACH 5� . } PLAN REVIEW SHEET d to: S.Mako s Building Department Public Works&Public Utilities Departments J'31� 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# No" ,!��5 Property Address: ��� ��rr� •O V afie Applicant: , Project: Al--e ,( This permit application has been: El Approved as noted by the Department. Final application approval must come from the Building Department. Ar Reviewed and the following items need attention: (i /V&Z-0fLL S c T D /—Gt 2 WIN o+•t/ ` S OA./ SG:rU, r✓/rice ` Po A-10 T lh+s AgIr .C14 boo/Z- % c Please re-submit your applica ' n when these items have been completed. Reviewed By: Date: 0 A Date Contractor Notified: s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: Al Building Department Public Works&Public Utilities Departments 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# �Q— Property Address: oJV �Q,� � ��1 Laf)(f Applicant: Project: no if ram W thm2e .22 This permit application has been: El Approved as noted by the Department. Final application approval must come from the Building Department. F--1 Reviewed and the following items need attention: NLS jeQ PA ns S/r, S&r,✓ ) Ll, tVA WatCl V & f Please re-submit yolur application when these items have been completed. Reviewed By: Date: 711Q Date Contractor Notified: i, CITY OF ATLANTIC BEACH !e� =� BUILDING / ZONING DEPARTMENT .J ar� 800 Seminole Road L. i ins Doerr P Atlantic Beach,Florida 32233 S. (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # fI b~ 3 3 0 D d Property Address: ?,a-rn 0, -5(c L/9 n t Applicant: ]�s Tee-y-) Project: This permit application has been: ❑ Approved Reviewed and the following items need attention: /;uGL $ r or ruST 0%w 7VfJ 61 wh 0 f s r Wea r Suit �frE your 41p;�4e terns have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH - ' � c:PUBLIC W®RKS DEPA�.TMENT DW JOAlya- 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us • PLAN REVIEW COMMENTS Permit Application # �6 • s3 00 D Property Address: -4r'R.-)/:.5c 1 An(E Applicant: 3�s r�0/✓ Project: ,lftmi Amt Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. VF Your permit application has been reviewed by the Public Works Department and the following items need attention: Individual lot erosion and sediment control plans with etails require . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)2475834. Reviewe y . Carper, P.E.,Public Works Director / Date Signature ' C FTVF Contractor Notified Date ha)�J $ / MAY 1 7 2006 ' rj ray CITY OF ATLANTIC BEACH BUILDING/ZONING DEPARTMENT 800 Seminole Road S. Doerr s Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # -33 o O o Property Address: '5 6 �fl r q c�;SC_ L Applicant: Project: This permit application has been: 0 Approved Reviewed and the following items need attention: Nc AtG ?,�;Lv Lb'L S w t✓AL Zn. �° cu:✓ ..,� WAGS � N �r �AI ' OL s cuJ Z rx/ tO J>0.-Ai S1V eJ r - ��S$ PlellyoLid ©ie C,9055 ovT b %ld 0^-, G 07' /�• Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: �a 1 CITY OF ATLANTIC BEACH s� PUBLIC UTILITIES DEPARTMENT r � 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Dip '� 3 0 0 o Property Address: 7S -�'024D i SC GAA/6 Applicant: &17-C'0 Al Project: Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. v Your permit application has been reviewed by the Public Utilities Department and the following items need attention: ,4al- d- ZcJtz2 ,4 S E3e,ST/;%-f 6 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904)247-5834. Reviewe y Donna Kaluzniak, Public Utilities Director Signature MAY I 7 2006 Contractor Notified Date WATER IMPACT FEE WORKSHEET ADDRESS: iz? e (6— 33 000 DRAINAGE FIXTURE UNIT FI"TURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial g Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashin machine, domestic 2 I Drinking fountain/Icemaker yZ I D S Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domesticwith food waste grinder and/or dishwasher 2 02 Laundry tray 1 or 2 compartments 2 Lavatory 1 S J Shower compartment domestic 2 Sink 2 Urinal 4 a Urinal, 1 allon per flush or less 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= ,S MULTIPLIED X 20 TOTAL $ � Q CITY OF ATLANTIC BEACH ' BUILDING / ZONING DEPARTMENT D. Ford PLO u 1 a 9 r� 800 Seminole Road i ins n Atlantic Beach,Florida 32233 r u . "01jJ>'' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: 7 81 Podovll-c),c) L a g-c) Applicant: J`/xCOvt ��-- Project: Nil W �P I, This permit application has been: E�'/Approved F-� Reviewed and the following items need attention: Please re-submit your app lic n when these items have been completed. Reviewed By: !'i�U}/�- Date: Date Contractor Notified: MAP SHOWING PLOT PLAN OF LOT 14 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS 70 LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-00010, DATED 4-17-89. ELEVATIONS SHOWN THUS: O REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND LOT AREA: 8,705 SQUARE FEET CH CHORD IMPERVIOUS AREA: 2,706 SQUARE FEET R RADIUS L CURVE ARC LENGTH PC POINT OF CURVATURE UNPLA TIED LANDS OF SECTION 18, PT POINT OF TANGENCY TOWNSHIP 2 SOUTH, RANGE 29 EAST BRL BUILDING RESTRICTION LINE ^ F.F. ELEV. FINISHED FLOOR ELEVATION f JURISDICTIONAL WETLAND LINE / N00'23'10"W 79.09' ° -X 15 BRL -'z Qo (4..) LOT 14 Q (0 U) Ucn m119.7' z.D�IVA EPS 13.2' 1 v1 x _ ft PORPOISE KEY LOT 15 1.1' GARAGE LEFT N Z M F.F. ELEV.=(17.5) LLl Q ASC TANKLESS a WATER HEATER - 1-, f� 3 SHOWER I W U W 1 Ni LL- 8.3' 16.81 Q U O LL O n ;,t �► Q z m (0 I C116 OVERED. WITH TH TENS ENTRY �3•)•VV00E— P � 0) 119.7' 20.0, 2 C 00 I _ _ _ _ 7.5' JEA V 20'BRJEASEMENT (4") - -�to S00'23 10 E PT 146.70 S•�a53.25' "W PC Sj 2 ,07 CH=4.78' R=25.00' L=4.79' TREE DELTA=10'58'13" LEGEND: PARADISE LANE Q OAK (PRIVATE VARIABLE WIDTH RIGHT OF WAY) O2 TWIN OAK O3 TRIPLE OAK TYPE "C" DRAINAGE FOR: BESTCON HOMES PREPARED BY: " DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE., JACKSONVILLE, FL., 32207 SCALE: 1"=20' (904)396-2623 LB NO. 1704 • C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-I4-PP & TREE.DWG [B] S"`'''''f- CITY OF ATLANTIC BEACH C�: BUILDING /ZONING DEPARTMENT F rd rj 800 Seminole Road L. Hi ifs ' 1 Atlantic Beach,Florida 32233 W (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �k - :33,0 00 Property Address: 76-6 ?ctAaJ,-Sf' Lm� Applicant: --S�ST Co n Project: T=Approved plication has been: r7 Reviewed and the following items need attention: Please re-submit yo r a 'cation when these items have been completed. Reviewed By: �— Date: �—//7 fo Date Contractor Notified: MAP SHOPPING PLOT PLAN OF LOT 14 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-00010, DATED 4-17-89. ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM MREN END: LOT AREA: 8,705 SQUARE FEET IMPERVIOUS AREA: 2,706 SQUARE FEET RC LENGTH CURVATURE UNPLATTED LANDS OF SECTION 18, TANGENCY TOWNSHIP 2 SOUTH, RANGE 29 EAST RESTRICTION LINE / F.F. ELEV. FINISHED FLOOR ELEVATION f JURISDICTIONAL WETLAND LINE N00'23'10"W 79.09' 1.0+�� w-- LL X — — — — — _:f (4•") LOT 14 O (Mp I 1 L U un I� m19.7" 14.7" COVERED m O O 3 r ^ N PATIO v? 12.0• n WITH STEPS ^ �► �j _ 13.2' I PORPOISE KEY 1 LOT 15 GARAGE LEFT N Z F.F. ELEV.=(11.5) n Q A/C 7ANKLESS I w WATER HEATER - '.' m CL 3 SHOWER UU W R 8.3' 8.81 Q Lj- O 1 .— Qz� m m (O COVERED ENTRY pEn 0 1 (3••)• 0) ry v' 119.7' 20.0' w r P G • — — — — — — — J 7.5' JEA 26 BRL EASEMENT (5') (3) / k' S00 23 10 E PT 146.70' Az.45 0 A At 11 53.25' N05'52'17"W Pc 5�2 ,07 CH=4.78' R=25.00' L=4.79' TREE DELTA=10'58'13' LEGEND: PARADISE LANE p OAK (PRIVATE VARIABLE WIDTH RIGHT OF WAY) Qz TWIN OAK Q TRIPLE OAK TYPE "C" DRAINAGE FOR: BESTCON HOMES PREPARED BY: DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE., JACKSONVILLE, FL. 32207 SCALE: 1 =2D (904)396-2623 LS N0. 1704 • C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-74-PP & TREE.DWG [B] MAP SHOWING PLOT PLAN OF LOT 26 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE"X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001 D, DATED 4-17-89. ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LEGEND: jBRL POINT OF CURVATURE G POINT OF TANGENCY OAK i'V..,,,,2f HACKBERRY �1Vi,, F. FINISHED FLOOR ELEVATION TWIN OAK SWEET GUM BUILDING RESTRICTION LINE LIVE OAK 'r .sem � NP PINE U LA TT i MAGNOLIA aka TALLOW PALM TOWNSHIP 20SOU�/� RANGT OF E 29 EAST µ4 MYRTLE CAMPHOR S7/ TWIN MYRTLE �jO 0D CHERRY LAUR 2] � E N89'36'50"E „ �3q TRIPLE MYRTLE 8) C' rj� < V” SHAPED LOT 26 Ca' 28.46' INTERCEPTOR SWALE LOT AREA (14") s 6,278 SQUARE FEET srEPs IMPERVIOUS AREA (6') 2,911 SQUARE FEET 3" 16 p' 15' BRL • / �° °' COVERED (8" EROSION/SEDIMENT D o PA r/0 y CONTROL SILT FENCE 7' 5. 15.� � � O TYPICAL O9.e i � 6., � F Gq LOT 27 5p�35' LOT 26 ' 9.5' �►` v, •0' O 3„)� o J- ro BY rn LOT 25 Co N A C o EA/7;? i n ..► O r 'V s7t's I 0 C Y 21.9' 11P/VL-w4 y 0 (4") 20' BRLPC 2118 40, ✓ (5 (5„) 4” ' s„) (3p) (3") (4„ 130.00' !* .090 PI 9'36'5 » PT 40.30 City of Atlantic Beach ng Department (VARAIABLE WIDTH RIGHT OF W �s approval verifies compliance with appiicable zoning, subdivision and other local land development regulations, but does not Constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by skLDjkture of the City of Atlantic FORM 60OA-2004 EnergyGauge@ 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A a(� Project Name: Bestcon Homes Abaco Key Builder: Bestcon Homes Address: wl orooje wnc- PermittingOffice: Jacksonville Owner:State: A�.Pn.i'C 8each, FL 32333 Permit Number: Jurisdiction Number: 261300 Climate Zone: North ----- ----- l. New construction-or-existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 3 - b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes SEER: 13.00 6. Conditioned floor area(ft2) 1969 ft2 _ c. N/A - 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) - a. U-factor: Description Area i 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)248.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr b. SHGC: - HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)248.0 ft2 - b. Electric Heat Pump Cap:24.0 kBtu/hr 8. Floor types - a. Raised Wood,Adjacent R=19.0,373.Oft2 HSPF:7.70_ c. N/A - b. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft - - C. N/A _ I 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1572.0 ft2 - EF:0.91 b. Frame,Wood,Adjacent R=11.0,233.0 ft2 _ b.N/A - a 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, 1629.0 W 15. HVAC credits b. Under Attic R=19.0,462.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 110.0 ft - MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,80.0 ft MZ-H-Multizone heating) I - Glass/Floor Area: 0.13 Total as-built points: 25479 PASS Total base points: 28496 - ---- --- -- I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this .yO�CHB STAT Code. QJNQ-ry calculation indicates compliance or°,� PREPARED B4: ��`��� with the Florida Energy Code. inn �o DATE: Before construction is completed this building will be inspected for `� a I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. coD WE OWNER/AGENT; BUILDING OFFICIAL: DATE: 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 60OA-2004 EnergyGauge&4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , -7SI Pal-M 1 W )^In�jC 61 _ PERMITCh-1 #: 3aa-33 BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area FType/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1969.0 20.04 7102.6 Double,Clear W 10.0 8.0 17.0 38.52 0.48 313.0 Double,Clear W 7.0 8.0 36.0 38.52 0.56 777.1 Double, Clear E 8.0 8.0 54.0 42.06 0.52 1176.2 Double, Clear S 13.0 8.0 8.0 35.87 0.47 133.4 Double, Clear E 1.4 8.0 52.0 42.06 0.97 2111.8 Double,Clear N 1.4 15.0 6.0 19.20 0.99 114.6 Double,Clear W 1.4 8.0 30.0 38.52 0.97 1116.5 Double,Clear N 1.4 8.0 45.0 19.20 0.97 840.3 As-Built Total: 248.0 6582.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 233.0 0.70 163.1 Frame,Wood, Exterior 11.0 1572.0 1.70 2672.4 Exterior 1572.0 1.70 2672.4 Frame,Wood,Adjacent 11.0 233.0 0.70 163.1 Base Total: 1805.0 2835.5 As-Built Total: 1805.0 2835.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 25.0 6.10 152.5 Exterior 25.0 6.10 152.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 44.0 198.1 As-Built Total: 44.0 198.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1629.0 1.73 2818.2 Under Attic 30.0 1629.0 1.73 X 1.00 2818.2 Under Attic 19.0 462.0 2.34 X 1.00 1081.1 Base Total: 1629.0 2818.2 As-Built Total: 2091.0 3899.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -37.0 -6549.0 Raised Wood,Adjacent 19.0 373.0 0.40 149.2 Raised 373.0 -3.99 -1488.3 Slab-On-Grade Edge Insulation 0.0 177.0(p -41.20 -7292.4 Base Total: -8037.3 As-Built Total: 550.0 -7143.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1969.0 10.21 20103.5 1969.0 10.21 20103.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge(D/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: '7SIPowdiseLOY- �.02JZZ 3 PERMIT#: BASE AS-BUILT Summer Base Points: 25020.6 Summer As-Built Points: 26475.9 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 24000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Con(R),int(AH),R6.0(INS) 26476 0.50 (1.08 x 1.147 x 0.86) 0.263 1.000 3738.4 (sys 2:Central Unit 24000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 26476 0.50 (1.09 x 1.147 x 0.86) 0.263 1.000 3738.4 25020.6 0.4266 10673.8 26475.9 1.00 1.076 0.263 1.000 7476.8 EnergyGauge TPA DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , t; CI`L a PERMIT#: 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 1969.0 12.74 4515.3 Double,Clear W 10.0 8.0 17.0 20.73 1.19 419.6 Double, Clear W 7.0 8.0 36.0 20.73 1.15 860.5 Double,Clear E 8.0 8.0 54.0 18.79 1.29 1304.7 Double,Clear S 13.0 8.0 8.0 13.30 3.37 358.5 Double,Clear E 1.4 8.0 52.0 18.79 1.02 993.9 Double,Clear N 1.4 15.0 6.0 24.58 1.00 147.4 Double, Clear W 1.4 8.0 30.0 20.73 1.01 627.4 Double,Clear N 1.4 8.0 45.0 24.58 1.00 1106.7 As-Built Total: 248.0 5818.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 233.0 3.60 838.8 Frame,Wood, Exterior 11.0 1572.0 3.70 5816.4 Exterior 1572.0 3.70 5816.4 Frame,Wood,Adjacent 11.0 233.0 3.60 838.8 Base Total: 1805.0 6655.2 As-Built Total: 1805.0 6655.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 25.0 12.30 307.5 Exterior 25.0 12.30 307.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 44.0 526.0 As-Built Total: 44.0 526.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1629.0 2.05 3339.4 Under Attic 30.0 1629.0 2.05 X 1.00 3339.4 Under Attic 19.0 462.0 2.70 X 1.00 1247.4 Base Total: 1629.0 3339.4 As-Built Total: 2091.0 4586.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Raised Wood,Adjacent 19.0 373.0 2.20 820.6 Raised 373.0 0.96 358.1 Slab-On-Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Base Total: 1933.4 As-Built Total: 550.0 4148.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1969.0 -0.59 -1161.7 1969.0 -0.59 -1161.7 EnergyGaugeO DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ,-? i;t�brodhe � 3 PERMIT#: BASE AS-BUILT Winter Base Points: 15807.6 Winter As-Built Points: 20573.3 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 24000 btuh ,EFF(7.7)Ducts:Unc(S),Con(R),Int(AH),R6.0 20573.3 0.500 (1.060 x 1.169 x 0.88) 0.443 1.000 5005.1 (sys 2: Electric Heat Pump 24000 btuh,EFF(7.7)Ducts:Unc(S),Unc(R),lnt(AH),R6.0 20573.3 0.500 0.443 .000 5005.1 15807.6 0.6274 9917.7 20573.3 1.00 (1.06 1.099 x 88)0.443 11000 10010.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ,'7S'j P 0 f R W n e, ffhp h'C FL " a22J3 PERMIT#: 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 10674 9918 7905 28496 7477 10010 7992 25479 PASS ,yO&,THE ST W E EnergyGaugeT" DCA Form 60OA-2004 EnergyGaugea/RaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , c�vodI .hC i -t 32Z33 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. l� 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, , 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 regts 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%. 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. �~-- EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.3 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:24.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 13.00 _ 4. Number of Bedrooms 3 - b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes - SEER: 13.00 _ 6. Conditioned floor area(ft') 1969 W _ c. N/A 7. Glass types 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)248.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)248.0 ft' _ b. Electric Beat Pump Cap:24.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Raised Wood,Adjacent R=19.0,373.0W _ c. N/A b. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1572.0 ft2 _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0,233.0 ftz _ 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, 1629.0 W - 15. HVAC credits b. Under Attic R=19.0,462.0 ft' - (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 110.0 ft - MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,80.0 ft - MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction throu Bove energy saving features which will be installed(or exceeded) OSgi��Kfi sT9T� 0 in this home befo e fi in pection. Otherwise,a new EPL Display Card will be completed y , °j'� .,°,.`c based on insta.11e Code Builder Signatur Date: Address of New Home: �Q (1 k{ Q At City/FL Zip: JqJ Q�l1C *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 EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EE,Alt) 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 out ut on ages 2&4. 1 nergyGauge®(Version: F>aLRCS9 v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY 1st Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • • For: Abaco Key 1969 Sq.Ft North Florida, FI 7�i 1Parta d 1 s,� lO n c, P-IO&C geach FL 3.4,33 Notes: Desicin Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 26739 Btuh Structure 14961 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 26739 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14662 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3369 Btuh Area (ft') 1256 1256 Total latent equip. load 3829 Btuh Volume(ft') 11304 11304 Air changes/hour 0.93 0.47 Total equipment load 18491 Btuh Equiv. AVF (cfm) 176 88 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr•ghtsoi t Right-Suite Residential TM 5.0.66 RSR29784 2005-Oct-17 14:34:23 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Abaco Key 1969 Sq Ft.rsr Page 1 e RIGHT-J LOAD AND EQUIPMENT SUMMARY 2nd Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • e Information For: Abaco Key 1969 Sq.Ft North Florida, FI _7S1 P1yodisc Martie, Ai JOYIHC ?'Oochl FL 3a)-33 Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11013 Btuh Structure 14625 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 11013 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14333 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1164 Btuh Area(ft2) 713 713 Total latent equip. load 1624 Btuh Volume(ft) 6417 6417 Air changes/hour 0.57 0.28 Total equipment load 15957 Btuh Equiv.AVF(cfm) 61 30 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. „� wr1ghtsoft Right-Suite Residential TM 5.0.66 RSR29784 2005-Oct-17 14:34:23 /LCCA C:\Documents and Settings\customerWy Documents\Wrightsoft\Bestcon Homes Abaco Key 1969 Sci Ft.rsr Page 2 www __ Equipment Summary Sheet Address. Abo k!,,u - 781 Pavolsie a�flor*c geq(,k ,fi-� 3�2'� i►.0 Builder: Equipment Brand*: Q., Air Handler Model Number- a TEC I` Condenser Model Number: a-Tom) A-� �.!� 1► n p tL,�QhA_____ Total Cooling Capacity in BTUs: Z-8 0 b Sensible Load in BTUs: 0 n T.ntent T.ond in RTT Tc• local Heating Capacity to BI Us: Seer_j Equivin. ent Brand*: 1-Y & Air Handler Model.Number-.-'aZF- E _ .q A �I_ Condenser Model Number: —'.),T W &-j.0 Total Cooling Capacity in BTUs �L;;-V, o 0 Sensible Load in BTUs: 1 1 n -- Latent Load in BTUs: <a '1 0 Total Heating Capacity in BTUs: 1�`! o Seer 1 ? *Or Equal: Equipment equal iui size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment summary Sheet.Doc v d FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY COD FOR BUILDING CONSTRUCTION � ,� Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes, Porpoise Key ( (>/� Builder: Bestcon Homes Address: "�s0 (b lr ctcU 5e LST hL I "ermitting Office: City, State: )�f(ctf lt;C P,�ok ( Fes- 3a X33 ermit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/h - r _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 - b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 2145 ft2 _ 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)293.0 ft2 - a. Electric Heat Pump Cap:36.0 kBtu/hr _ b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)293.0 ft2 _ b.Electric Heat Pump Cap: 18.0 kBtu/hr - 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0, 179.0 ft2 _ c. N/A - b. Raised Wood,Adjacent R=19.0,125.0 ft2 c. 1 Others R= 19 70.0 ft2 - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1775.0 ft2 _ EF:0.91 b.Frame,Wood,Adjacent R=11.0,270.0 ft2 _ 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=30.0,1749.0 ft2 15. HVAC credits _ b.Under Attic R=19.0,456.0 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(Sealed):Garage Sup.R=6.0, 130.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic, Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 32274 PASS Total base points: 33244 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this . O0UE S7, Code. yy ;s�� calculation indicates compliance PREPARED BY: �,�L-�'� with the Florida Energy Code. J DATE: 1�!a.1��, Before construction is completed v I hereby certify that this building, as designed, is in compliance this building will be inspected for compliance with Section 553.908 jl, yS with the Florida Energy Code. t�9gn MTCkeLSG�-, Florida Statutes. CODHre OWNER/AGENT: � (r1tiQ A- BUILDING OFFICIAL: DATE: 2_--,(2!//17 a OU 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) A r FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS -75 a ra&1% �1 e . �'�' �1�}�C Ch l�{- PERMIT#: BASE 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 2145.0 20.04 7737.4 Double,Clear SE 12.0 8.0 13.0 42.75 0.43 240.5 Double,Clear SE 6.7 8.0 36.0 42.75 0.53 809.0 Double,Clear NE 1.3 5.0 6.0 29.56 0.91 162.1 Double,Clear NE 1.1 6.0 16.0 29.56 0.96 455.6 Double,Clear NW 1.3 12.0 36.0 25.97 1.00 931.8 Double,Clear NW 1.3 8.0 36.0 25.97 0.98 912.7 Double,Clear NW 10.5 12.0 40.0 25.97 0.66 686.4 Double,Clear SW 1.3 16.0 36.0 40.16 1.00 1443.4 Double,Clear SE 1.3 10.5 30.0 42.75 1.00 1276.7 Double,Clear SE 1.3 5.0 8.0 42.75 0.87 298.7 Double,Clear NE 1.3 12.5 30.0 29.56 1.00 883.5 Double,Clear NW 1.3 4.0 6.0 25.97 0.88 137.0 As-Built Total: 293.0 8237.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 270.0 0.70 189.0 Frame,Wood, Exterior 11.0 1775.0 1.70 3017.5 Exterior 1775.0 1.70 3017.5 f=rame,Wood,Adjacent 11.0 270.0 0.70 189.0 Base Total: 2045.0 3206.5 As-Built Total: 2045.0 3206.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1657.0 1.73 2866.6 Under Attic 30.0 1749.0 1.73 X 1.00 3025.8 Under Attic 19.0 456.0 2.34 X 1.00 1067.0 Base Total: 1657.0 2866.6 As-Built Total: 2205.0 4092.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 179.0(p) -37.0 -6623.0 Slab-On-Grade Edge Insulation 0.0 179.0(p -41.20 -7374.8 Raised 195.0 -3.99 -778.0 Raised Wood,Post or Pier 19.0 70.0 0.77 53.6 Raised Wood,Adjacent 19.0 125.0 0.40 50.0 Base Total: -7401.0 1 As-Built Total: 374.0 -7271.2 EnergyGauge®DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 5 t FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS —750 r Carj A+(QrjtjC 62eh PERMIT#: 3aa33 BASE AS-BUILT INFILTRATION Area X BSPM _ Points Area X SPM = Points 2145.0 10.21 21900.4 2145.0 10.21 21900.4 Summer Base Points: 28476.0 Summer As-Built Points: 30332.1 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 36000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 30332 0.67 (1.09 x 1.147 x 0.95) 0.263 1.000 6569.7 (sys 2:Central Unit 18000 btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 30332 0.33 (1.09 x 1.147 x 1.05) 0.263 1.000 3284.9 28476.0 0.4266 12147.9 30332.1 1.00 1.237 0.263 1.000 9854.6 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS' Q�.0 PERMIT#: Sad 33 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 2145.0 12.74 4918.9 Double,Clear SE 12.0 8.0 13.0 14.71 2.28 436.7 Double,Clear SE 6.7 8.0 36.0 14.71 1.78 944.3 Double,Clear NE 1.3 5.0 6.0 23.57 1.01 142.4 Double,Clear NE 1.1 6.0 16.0 23.57 1.00 377.7 Double,Clear NW 1.3 12.0 36.0 24.30 1.00 873.7 Double,Clear NW 1.3 8.0 36.0 24.30 1.00 874.6 Double, Clear NW 10.5 12.0 40.0 24.30 1.02 994.1 Double,Clear SW 1.3 16.0 36.0 16.74 1.00 604.9 Double,Clear SE 1.3 10.5 30.0 14.71 1.02 448.2 Double,Clear SE 1.3 5.0 8.0 14.71 1.10 129.9 Double,Clear NE 1.3 12.5 30.0 23.57 1.00 706.1 Double,Clear NW 1.3 4.0 6.0 24.30 1.01 146.7 As-Built Total: 293.0 6679.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 270.0 3.60 972.0 Frame,Wood,Exterior 11.0 1775.0 3.70 6567.5 Exterior 1775.0 3.70 6567.5 Frame,Wood,Adjacent 11.0 270.0 3.60 972.0 Base Total: 2045.0 7539.5 As-Built Total: 2045.0 7539.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1657.0 2.05 3396.8 Under Attic 30.0 1749.0 2.05 X 1.00 3585.4 Under Attic 19.0 456.0 2.70 X 1.00 1231.2 Base Total: 1657.0 3396.8 As-Built Total: 2205.0 4816.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 179.0(p) 8.9 1593.1 Slab-On-Grade Edge Insulation 0.0 179.0(p 18.80 3365.2 Raised 195.0 0.96 187.2 Raised Wood, Post or Pier 19.0 70.0 0.88 61.3 Raised Wood,Adjacent 19.0 125.0 2.20 275.0 Base Total: 1780.3 1 As-Built Total: 374.0 3701.5 owwwoms EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Qn C PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2145.0 -0.59 -1265.5 2145.0 -0.59 -1265.5 Winter Base Points: 16825.3 Winter As-Built Points: 21926.7 ITotalWinter 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(7.9)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 21926.7 0.667 (1.069 x 1.169 x 0.95) 0.432 1.000 7776.1 (sys 2:Electric Heat Pump 18000 btuh ,EFF(7.7)Ducts:U nc(S),Unc(R),Att(AH),R6.0 21926.7 0.333 (1.069 x 1.169 x 1.05) 0.443 1.000 3989.1 16825.3 0.6274 10556.2 21926.7 1.00 1.232 0.435 1.000 11763.5 EnergyGauge?" DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 t FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:7% (Z 1►C � PERMIT#: 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 4 2635.00 10540.0 50.0 0.91 4 1.00 2663.96 1.00 10655.8 As-Built Total: 10655.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12148 10556 10540 33244 1 9855 11763 10656 32274 PASS 4THE ST.g1� Hm ,,,; a d c� a CpD WE EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge@ 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS -7 `C PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST a-3 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, i 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 comers; 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, 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. c_ 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 L 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%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. c. 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. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.5 The higher the score,the more efficient the home. 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 I _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 2145 ft2 _ 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)293.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)293.0 ft2 _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0, 179.0 ft2 _ c. N/A _ b. Raised Wood,Adjacent R=19.0, 125.0 ft2 _ - c. 1 Others 70.0 ft2 _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1775.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,270.0 ft2 _ 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, 1749.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,456.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 130.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building 4T$E sTq? Construction throug ove energy saving features which will be installed(or exceeded) in this home befor final insp ction. Otherwise,a new EPL Display Card will be completed qk`u,;�''� =f �•� based on installe Cod com is t f ature� IRR °��,;:•;' Builder Signature Date: a Address of New Home: City/FL Zip:Riarl- 1 C � .f�C0 - *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer p ogram. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarwdesignation), your home may qual ify.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 w wfisec.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 onages 2&4. 1✓nergyGauge®(Version: FLRCS�B v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 1/12/06 1085 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904287-1258 Email:energydesignsystemsegmaii.com Project • • For: Bestcon Homes, Porpoise Key q50 Parodi V, �a Irl t- FI A#QvTlhc b Cacti ( f-t_ Notes: OAD- Desiqn Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28979 Btuh Structure 24583 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28979 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24091 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh bleating Cooling Infiltration 3970 Btuh Area(ft2) 1462 1462 Total latent equip. load 4890 Btuh Volume(ftp) 13158 13158 Air changes/hour 0.83 0.47 Total equipment load 28982 Btuh Equiv.AVF(cfm) 181 104 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. AC'� wnghtsoft Right-Suite Resldentlal^"5.0,88 RSR29784 2006-Jan-12 18:50:12 CK cmacuments and Settingslcustomermy DocumentsmrlghtsomBestcon Homes,Porpoise Key.rsr Page 1 8 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 1112/06 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: Bestcon Homes, Porpoise Key —]S0 FO,rQQ[(V, LQ n e— FI A+tQ O'h C h r�-- Notes: a 33 Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 8943 Btuh Structure 10030 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 8943 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 9829 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1143 Btuh Area(ftz) 683 683 Total latent equip. load 1833 Btuh Volume(ft') 6830 6830 Air changes/hour 0.46 0.26 Total equipment load 11662 Btuh Equiv. AVF (cfm) 52 30 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wnghtsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2006-Jan-12 16:56:49 .� C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Porpoise Key.rsr Page 1 Address�p Equipment Summary Sheet o v -7 A fair,fi c Geo cti �F-L Builder: p�-} Ii c+D ,�, Equipment Brand — Trajn a Air Handler Model Number` AT�_�3 Condenser Model Number: Total Cooling Capacity in BTUQ!-. x4 a n n Sensible Load in BTUs: Latent Load in BTUs: ------/2 D n Total Heating Capacity in BTUs: 21 Q nA Seer 13 Equipment Brand*�Trr h . Air Handler Model Number- tt T F R IN Condenser Model Number: AT kA o I % A 1 A-0 a p A Total Cooling Capacity in BTU Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: A-6 Seer 13 *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 235 2003. Equipment Summary Sheet.Doc 95/19/2906 09:06 9943962633 CL.ARSON & 96SOCIATES PAGE 02/02 A"P SHOWING PLOT PLAN OP LOT 41 AS SHOWN ON SLAP OP PA.lU DISE PRESERVE AS RECORDED IN PLAT BOOK 57. PAGES 31 7HROUW 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, rLMDA. BEARING RLTERENCE, BEARfNG SHOW ON RIGHT—OF—WAY LINE HEREON IS THE SAME. AS SHOWN ON THE ABOVE MCN71ONED PLAT, NOM THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITWUN FLOOD ZONE"X'AS SCALED FROM THE FLOOD/NSURANCF RATE NAPS, COMMUNITY PANEL NO. 120075-00070. DATED 4-77-89. ELEVATIONS SHCWN 'THUS () REFER TO THE NATIONAL GEDDE71C WRTICAL DATUM LECE?NLT. LOT AREA: 5.610 SQUAR17 FEET 0 OAx IMPERWOUS AREA. 2,711' SOU)92E' FEET Q�TOM OAK LIv4 OAK PADA PECAN PARADISE LANE:' (PRIVATE VARIABLE WIDTH Rb;Ff OF WAY) PT 207.60 N8 36'50�E 55.00 22s.°D' Pc I EASEMENT ♦y yi s' lrs 2 ab 81R 1 0 I cV f N I YL714 STEPS ' I LOT 40 a 7'w ? I LOT 42 � I Er�usaoly/s�ar ►ENr �' PORPOISE KEY ' I COA/rROL SW GARAGE RIGHT (TVP/TAG) .� F.F. El.Ev.-(11.5) � I � I zW 2 I O I I --- I S�Y1q N ' \;,k x y`m PPS. (J7 LOT 4-1 I o VOW �o^ S89036°5011w •55.00' 'aa UNPLATTED LANDS OF S:.,-:TION 18, LTIMI" TOWNSHIP 2 SOUTH. RAPJ(;J7 29 EAST �rw,�aro LLL �g rbc ua y7�w a I.a'[iF.2�TD: A: 1POWT OF CWVAnME affAli VT f+dMT 0F TAN9E]ICV ORL IGUWW W51RICT10N FF EIEV, loffMilOOk f1EVA110N TYPE 'e DRAWNACE foot: fBESTCDIN fDM�S PREPARED BY- DATE; JANUARY 18 2006, CLAJWW AND ASSOM= WC. PROFES90NAL SURVEYORS do MAPPERS IW NADO A*,ADOMMUQ FL,32ZO7 SCALE: 1"-��70 (006)Aa«2e.3 Le Nn 1704 C: A-i075 PARMdSE PRE9ER —4— ���8 ReCP vPd Time May-]S, 8:5SAM 'd LSZI'aN MiS38 NVLZl 9COZ 'ZZ'AEh Florida Buil iulg Code Online 1http� lI( �g•oIg/PI/PL_al�l�i tl.aspx?param=wGEVXQwtDq... -756 • BCIS Home Log In Hot Topicsi Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search l g Product Approval USER: Public User I Product Approval Menu > Product or Application Search > Application List>Application Detail FL # FL1378-RI Application Type Revision Code Version 2004 ��o�o ado�s z1�S�RlptetMM�1mEs ApplicationStatus Approved Comments ��1'I��RI�tYRCi Archived sl rtt? 5 � Product Manufacturer JORDAN WINDOWS and DOORS k`�� rf z"� Address/Phone/Email 4661 BURBANK ROAD MEMPHIS,TN 38118 C d �tK (901) 866-2638 MIKE,DODDS@JORDANCOMPANY.COM Q Authorized Signature MIKE DODDS MIKE.DODDS@IORDANCOMPANY.COM Technical Representative MICHAEL DODDS retia, i t; g dp�{ 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 3 6/27/2006 2:54 F 'lorida Buildilig Code Online http://floridabuilding.org/pr/pr_al)p_dtl.aspx?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 Rl 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: -T- ® E;;; 6/27/2006 2:541 7.nf3 I i im . ,dam Ru+o r.rvr rrvm�f1d.0,Otinr � m �G J � NNvv�i nrin .`�vvvv •.nJ�,n.n,n�n WJ O t51� r d�O u�•- o I �� � !1 I U1 F-� � � d �s MMM�o+ nn�...��n nnc,nnao�n 7� . � � � •"'�'.� N � Q �. z Z 4 O}MG NNNNNNN o.�nn MMHM nf�l'1Mmn VI F-- r1 lY Qy JNNNNNNNN NNNNNN NN NNNNNN�+^�N „y � �'� d G �. `•Q � � }S cv z ILOJ (D5 7! 13 is^^ -�N 4 " dee c�ere�erc c>'ec_ rccc� ¢ $ q" d co ��CC_CCSCCCC�C CCCCC �ra.._ S,"" 5 �9 � Irn y= � "'o:��pr,i-�m:a':�•�,n��n ma v..,a,n 51,-wb""•%i�vF+�:raa min.n i.mYn �a�,�..m�r � � ?� .� �f����� yd "' • x:x acxx xx�..ow"rm� 6 tw'� uxx xKet.�Yacxx x.xx xxrcxx �{'�" � xxKHx xx xxxxxx d � ��i iH�^1••�^ii Ir�N� �i � i�,�.`.�.%n ��:�n�11,R�o1��J,�^.,�� ��i� �o: ��J`S�Tua S 8dQ P � t l�wm o u ffnn Z� S gun co M1� r aiu L D Li Li �m a W W u Kii u f �� NV V d I a z 0 o x is cn �u s a 0 JJ l..l�� Y WW bW rw avb oo id too ts `i ag a t: w alp, 9z;z© ���d ��Ls�o� 5e55zztipeF ee :zz 9eezi z,-'Se Florida Blailding Code Online http://floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... BCIS Home Log In Hot Topics, Submit Surcharge Stats&Facts Publications FBC staff' BCIS Site Map Links Search Product Approval USER: Public User Product��o_v_al_Menu >_Product_orApplication Search >A�plcation_Lst >Application Detail FL # FL4334-Rl Application Type Revision w Code Version 2004 3 Application Status Approved "W1 00" a 404 Comments Archived kv k ` x Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 .,e Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com w I k Technical Representative 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 Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 summary of Products FL# Model, Number or Name Description 4334.1 Fiberglass Side-hinged Door 6'-8" Opaque I/S and O/S Single Door Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4334 R1 I 68 Glazed Installation.pdf Impact Resistant: PTID 4334 Ri I 68 Opaque Installation.pdf 1 •/^ Design Pressure: +/ PTID 4334 RS I_80 Glazed Installation.pdf 1� ILCJ Other: Evaluated for use in locations adhering to PTID 4334 R1_I 80_O�ague Installation_pdf>� the Florida Building Code including the High Velocity Verified By: 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. 3'-0" x 6'-8" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door 8'-0" Opaque I/S and O/S Single Door 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. 3'-0" x 8'-0" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door 8'-0" Opaque 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 8'-0" max nominal size Max DP = +55.0/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units - Impact Rated 2of4 7/18/2006 11:31 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx"param=wGEVXQWtDq... Limits of Use (See Other) Certification Agency Certificate Al 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 8'-0" max nominal size Max DP = +50.5/ -50.5 When large missile impact resistance is required, hurricane 0 protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side-hinged Door 6'-8" Opaque 0/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 = +55.0/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door 6'-8" Opaque I/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 = +50.5/ -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.7 Fiberglass Side-hinged Door 8'-0" 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 8'-0" max 3 of 4 7/18/2006 11:31 AM Florida Building Code Online http://floridabuilding.ora/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... nominalnuse P = +50.0/ -50.0 When large missile istance is required, hurricane protectiis NOT required. See installation drawingFLO123-05 for additional informa 4334.8Fiberglass Side-hinged Door 6'-8" Glazed I/S and 0/S Door w/ or w/o Sidelites Units -Impact Rated Limits ee Other) Certification Agency Certificate Approe 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-FLO122-05 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: eCher.Y. 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L..;cmmunityAffairs, ramBaS Home i Log in Hot Topics] Submit Surcharge; Stats&Facts' Publications! FBG Staffi Bus,Site Map, LMks! Search, ' Product Approval USER;Public User Product Ahoroval Menu>Product or Aoolicabon Search>Aoalieation List>Application Detail �V- FL # FL887 Application Type New R Q/ (vxJ` Code Version 2001 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton Corp. Address/phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474.9890 wfrederick@wayne-dalton.com Authorized Signature Wend! Frederick wfrederlck@wayne-dalton.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Entlty Intertek 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 Inspections 2001 Wind Loads 2001 1 of Z d 6988' ON NOOIS39 NO I I 9002 ^I I-' Inc 1:07 PM Florida wilding Code Online http://floridabuilding.org/pr/pr_.app_dtl.aspx?param=wGF VXQwtDgt... Equivalence of Product Standards Certified 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 Resistant'. PTID-887 T_0105P5.odf Design Pressure:+/- PTID 887 T 0134.odf Other:As Indicated in evaluation report and 7 Td �-�e 7• installation drawings. PTID T 0219 P6. �`" 887 T odf PTID 887 T 0221 P5.gdf PTID 887 T 0Z,7L P off PTID 887 T 0226 P3.pdf PTID 887 T 0300 P2.pdf PTID 887 T 0301 P2.bdf PTID 887 T.0303 P4.odf PTID 887 T 0304 P4.odf PTID 887 7 0305 P3.odf PTID 867 T 8000 8100 ExtenWgID-Sorina Instruction.odf PTTD 887 T 8000 8100 PoSt InstruttionS.0df PTID 887 T 9100 9600 9900 Post Instr odf PTID 887 T Evaluation Rgport.odf 887.2 8000/6100 #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 :6000/8100 40218 10'thru 16'wide. Design Pressure +16.001-17.00 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 installation drawings. 2of4 £ ' d 668£' ON NOOIS39 Wd9I I 9002 L+I-' I;r61:07PM Florida wilding Code Online http://floridabUilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgt,,. (E887.4) ;8000/8100 Post#0219 10'thru 16'wide. Design Pressure+40.00/-44.500 s of Use(See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside MVHt: Evaluation Reports Impact Resistant: Design Pressure: +/ 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 HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other:As Indicated In evaluation report and 1 installation drawings. 887.7 6000/8100 Post#0304 Thru 9'wide, Design Pressure+31.00/-36.00 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. :887.8 8000/8100 Post#0305 Thru 9'wide. Design Pressure+46.00/-52.00 Limits of Use(See Other) Installation Instructions 's 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 Past#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 Impact Resistant: Design Pressure: +/- Other:As Indicated In evaluation report and installation drawings_ 687.10 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: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: */ Other As indicated in evaluation report and Installation drawings, 1:07 PM 3of4 fi a AC9P101,1 NOOIS39 NGI I 9002 ' LIIn� Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wCEVXQwtbgt... 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 in MVHZ: 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) Installation Instructions Approved for use In HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impart 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. sacklNextt OCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)481-1824,Suncom 271-1824,Fax(850)414-8436 (V 2000-2005 The State of Florida.All rights reserved.rooyriaht and Disclaimer Product Approval Accepts: — "" '^^^i 1:07 PM 4of4 r A arra Ohl NOOIS39 hd9I : I 9002 ' LI"' I�f W�a�lton WINDL OA SPECIFICA TION 0219 MODEL: 8000/8100 APPROVED SIZES: STYLE: RAISED PANEL 10'-0' MIN - 16'-0" MAX WIDTH x DESIGN PRESSURE: +40.00/-44.50 PSF $'—o' MAX HEIGHT 21" MAX. SECTION WIDTH TEST PRESSURE: +60.00/-66.80 PSF NTESi 1 oCLASS DISCLAIMER "NO CONCLUSIONS AIA 13 GA HORIZ ANGLE OF ANY KIND REGARDING THE ADEQUACY FLAG ANGLE i OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM THE TEST." 1993 ASTM E330 . =q ( ) .054" HORIZ TRACK 2. GLAZING OPTIONS - TOP OR (4) 1/4-20x9/16" I i INTERMEDIATE SECTION, .090 SSB GLASS TRACK BOLT & (4) WITH OPTIONAL INSERTS. 1/4-20 HEX NUT 3. VINYL OR WOOD DOOR STOP MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE .044" VERT TRACK PRESSURES. 0 ! 4. TRACK TO HAVE A MINIMUM YIELD OF 33 KSI A653 G-40 KEY LOCK OR SLIDE LOCK ,1 5. OPTIONAL - .080" (MIN) ALUMINUM (ONE EACH ENO) / LOUVERS WITH HIGH IMPACT STYRENE SLIDE LOCK SHOWN FOR CLARITY FRAME MAY BE LOCATED IN THE END m PANELS OF THE BOTTOM SECTION. I 6. KEY LOCK OR SLIDE LOCK REQUIRED. p i LOCK MUST ENGAGE BOTH JAMBS. j i 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 ON THIS DRAWING. JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK IS l 8. SECTION STEEL TO HAVE A MINIMUMAS FOLLOWS: i 7' HIGH DOORS THICKNESS .0175" (26 GA). BOTTOM BRACKET = 15-1/Z"t2" i S. DOOR JAMB TO BE MINIMUM 2x6 TOP BRACKET = STRUCTURAL GRADE LUMBER, REFER TO 45-1/2"t2" JAMB CONNECTION SUPPLEMENT FOR 8' HIGH DOORS ATTACHMENT TO SUPPORTING STRUCTURE. BOTTOM BRACKET = 15-1/2"t2" E p n 10. CONCRETE FLOOR TO BE 3-1/2" THICK INTERMEDIATE BRACKET = 47-i/2"±2" AND 2500 PSI MINIMUM. HOLE FOR POSTi o BOTTOM BRACKET TO BE 5/8" DIAMETER x TOP BRACKET = 67"±2" M 3-1/2" DEEP. I t l e' z 5/16x1-5/8" LAG SCREW AT EACH a JAMB BRACKET j 1/4-20x9/16" • ! Approved: Mark R. Borrow, P.E. TRACK BOLT & ! 3395 ADDISON DRIVE PENSACOLA. FL 32514 1/4-20 HEX `? FLORIDA CERTIFICATION NO. 57389 NUT AT EACH ! JAMB BRACKET Date: OPTION CODE- 0219 REV- P6 8000/8100 16' x 8' 1 OF 4 DESIGN PRESSURE,*4 0.00 —4 4.50 PSF Q fiQVI ON NOOIS30 Wd9l : l 9002 ' Ll ' I111' i TRA CK END HINGE, TOP BRA CKET REQUIREMENTS 2" 20 GA W—BAR 20 GA CENTER STILES i 1/4-20 x 11/16" r.y j (STANDARD ON 14' SELF DRILLING AND 16' DOORS) SCREWS. ! ! i 5 /16"-18 BOLT & NUT IN ! JR 'A' FRAME ASSY I CENTER SLOT i ! (P/N 290986) i I (4) 1/4-20 x 11/16" SELF DRILLING SCREWS, 18 GA NARROW BODY HINGE �'\ -0 (P/N 100266) \ I t I 1 I • I I \- (4) 1/4-20 x 11/16" ? SELF TAPPING • ! I `•�.. •%� SCREWS. • i -•�.. �' i i i i \ i o' l HH N�HINGE RH Nip HINGE • I i BOTTOM BRACKET (P/N RH-290991 & LH 290992) i / I i 1 ¢ NYLON ROLLER lD •'� r,. I I (3) 1/4-20x11/16" SELF DRILLING �•� j SCREWS a � Approved: i Mark R. Borrow, P.E. �• 4 3395 ADDISON DRIVE PENSACOLA, FL 32514 FLORIDA CERTIFICATION NO. 57399 20 GA END STILES Dote: OPTION CODE. 0279 REV. F68000/8100 76' x 8' 2 OF 4 DES/GN PRESSURE. f 40.00 —44.50 PSF a acl�� ' ory NOOIS39 Wd9l : l 9002 Ll ' Inr WINDZ OA D POST REQUIREMENTS TOP PLATE EXTENSION (P/N 305205) TOP STRUT ATTACHMENT (P/N 305206) o TOP LOCK PLATE (6) 1/4-20x7/8" •D (P/N 141092) SELF DRILLING SCREWS (4) 5/16xi 5/8" LAG SCREWS D (P/N 100292) ....... POST D TOP POST DETAIL 9 . POST D (2) 1/4-20 x 11/16- #8-32 WING NUT • SELF DRILLING (P/N 305211) SCREWS, (2) 1/4-2001/16" ;SELF DRILLING (SCREWS. JN W 6 S G 0 5 16.1 5 STRAP (P/N 307397) .#8-32 x 3" BOLT (P/N 305210) SECTIONAL POST DETAIL (4) 1/4-20 x 11/16" #8_32 WING NUT SELF DRILLING 305211) SCREWS. (2) 1/4-2001/16" SELF DRILLING SLE PAGE 4 FDR SCREWS. WNDL OAD POST L 00A TION HALF HINGE >(P/N 130:152) jj 48-32 �c 3 1/2" BOLT (P/N 307529) STRAP (4) 1/4-20 x 11/16" POST Approved: SELF DRILLING SCREWS. Mark R. Barrow, P.E. BOTTOM POST BRACKET 3395 ADDISON DRIVE PENSACOLA, FL 32514 FLORIDA cERMACATiON NO. 57389 ASSEMBLY (P/N 305327) Date: BOTTOM POST DETAIL OP TION CODE: 0219 REV,1 8000/8100 15" x s' J OF 4=P6DfE-5)16A1 PRESSURE.--i-40.001-44.50 PSF Q IA RCAP., ON COBH Ndgl : l 9002 ' Ll ' Inf h WINDL OA POST REQUIREMENTS 50" 46"--+ 46" � r, 161 0mr » 46"----t 23"--t--46" 26.5" -{ I r 49' I 46" I 49„ MAI 49.5"---�--23"—I 48.5"—{ { 10 o n ® � FOR 14' AND 16' WIDE DOORS (2) 3" 80 KSI U-BAR FOR 10' AND 12' WIDE DOORS LOCATED AS SHOWN (4) JR. UNIV. 'A' FRAME (6) JR. UNIV. 'A' FRAME (P/N 270340) (P/N 270340) FOR 8' HIGH DOOR FOR 8' HIGH DOOR LOCATED AS SHOWN LOCATED AS SHOWN 79 ON CENTER STILES ON CENTI~R STILES FOR EACH POST LOCATION FOR EACH POST LOCATION (5) JR. UNIV. 'A' FRAME —U-BAR (P/N 270340) 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 STILESLA-FRAME FOR EACH POST LOCATION INSTALL POST USING WINDL OAD POST INSTALLA TION Q INSTRUCTIONS (P/N 3073JO) a a Approved: 6donc R. Barrow, P.E. 3395 ADDISON DRIVE PENSACOLA, FL 32514 FLORIDA CERTIFICATION NO. 57359 Date: 8000/8100 16 x 8' 4 OF 4 OPTION CODE. 0219 REV.• P6 DESIGN PRESSURE.'+40.001—44.50 PSE F r� fiGRE' oN NODIS39 Wdll : l 9002 ' cl ' lnr _ DOOR JAMB CONNECTION SCHEOULF. FOR 318" DIAMETER LAGS THAT CONF-DRM TO AN51 !ASME STANDARD 818.2.1 1981 i ENSION LOAD CAPACITY WOOD QUANTITY OF LAGS PER JAMB CONSTRUCTION SVP DOUG FIR SPF TOTAL DOOR LOAD PER SPECIFIC SPECIFIC SPECIFIC ?LANS E(AMIIVER LOAD LBS. JAMB(LBS.) GRA-0.55 GRA-0,46 GRA-0.42 REVnEWEz7 FpR 1000 Soo 3 3 3 CODE COMPLIANCE 1250 625 3 3 3 KEEP THIS PLAN ON J08 1500 750 3 3 3 1750 975 3 3 3 JUN 2 7 2001 2000 1000 3 3 3 2.2.50 1125 3 3 3 Ne I9111. v:;ilufl OIV•Jax., FL. 2500 1250 3 3 3 2750 '1375 3 3 S3000 1500 3 3 3 3250 1625 3 3 3 3500 1750 3 3 3 '�r k r I I a J +L'D z 94810 3750 1675 3 3 3 drs7ga. 4000 2000 3 3 3 h x Prpsit- 42,511 /r-4250 2125 3 3 3 4500 2250 3, 3 3 4750 2375 3 3 4 5000 2500 3 3 4 _ aQ.sx,>. 4�iSw 5250 2525 3 a 4 1Ly� 5500 2750 3 a 4 '1 5750 2875 3 4 4 6000 3000 3 4 4 6250 3125 3 a• 5 6500 3250 3 4 5 6750•-- 3375. 3---- "'-". 4 �,..., _. —_....... _ . . 7000 3500 4 5 5 72SO 31925 4 3 5 7500 3750 4 5 5 7750 3875 4 5 6 600c 4000 4 1 5 6 8250 4125 4 5 6 9500 4250 4 5 6 8750 4375 4 6 6 9000 4500 4 6 6 9250 4625 5 6 j 7 9500 4750 5 6 7 9750 4875 5 6 7 10000 5000 5 5 7 1.BASED ON 3/8' LAG $CREW ASSUMING 2 11r MIN THREAD PENETRATION IN SEASONED WOOD,DRY USF-.(PRE-DRILLED) 2.ANCHORS TO BE EVENLY SPACED BETM'EEN T'HE HEADIER AND THE FLOOR. 3.CHART IS BASED ON ITS"MINIMUM AND 24'.0-MAX DOOR HEIGHT, 4.DESIGN VALUES CALCULATED AS PER ANSI/AF$PA NDS-1997 AND INCLUDES A A TO 1 SAFETY FACTOR 5.DOOR JAMB TO BE 2X6 STRUCTURAL GRADI;LUMBER. (MIN) 6.MINIMUM EDGE DISTANCE 1/112', i 7,PREDRILL LAG HOLES TO PREVENT SPUTT14G, S. CALCULATION D RMIN FOR T FLORIDA BUILDING CODE,ASCE 7-98 AND TDI, A foxed W.S.Wilson P. . Florida Certifiplion NO. D048A80 Geofoi2 Cort4cation No. 015.519 North Carolina Cortificatlon No.023836 Wayne Dalton Carp. 3395 Addison Drive Pangercld r"I. J251d Received Time Juld I 12: 52PM ' nI - r♦ RGRE1011 NODIS39 WdLl : l 9002 ' Lj ' lep Jai Apex Technology, Inc. 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32246/904/821-5200 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 Teehnolgy,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 l of 5 II ' A FcRslow NOOlS39 WdL [ : l 9002 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 some 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 A663-00 f=orming Steel FS Type B, minimum yield of 33 ksi,with a finish equal to ASTM A526 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 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 and 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 and 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 9600 Model 9600 garage doors are constructed of G60 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 7i ReQQ10Ni NOOIS38 W I : I 9002 ' L1 ' I11C 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 and caps. The panels are insulated with a foamed in place potyurethane 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 910019600/9900 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 A553-00 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. Pagc 3 of 5 � � , se00 -0hi NDD1S38 Wd81 1 9002 ' LI ' Inr Table 1 Allowable Transverse Wind Loads Max Door Max Door Design Load Model Width Height Negative Reinforcements Ft-In Ft-In s 8000/8100-0105 9.0 14-0 36.7 U-bars 8000/8100-0218 16-0 14-0 17 U-bars 6000/8100-0134 16-0 14-0 20.5 U-bars 8000/8100-0304 9-0 8-0 36 U-bars and Wind Load Posts 8000/8100-0305 9-0 8-0 46 52 U-bars and Wind LULI-oad d Posts 8000/8100-0223 16-0 6-0 22 24.6 U-bars and Win 8000/6100-0219 16-0 8-0 40 44.5 U-bars and Win6000/8100-0303 18-0 8-0 34.4 38.3 U-bars and Win9100/9600/9900-0220 9-0 8-0 26.7 30.2 Wind Loa 9100/9600/9900-0226 9-0 8-0 46 52 Wind Load Posts 91001960019900-0221 18-0 8-0 22 24.6 Wind Load Posts 9100/9600/9900-0300 18-0 8-0 31 33.1 Wind Load Posts 9100/960019900-0301 18-0 8-0 40 1 44,5 Wind Load Posts 6.SUBSTANTIATING DATA Test reports on transverse wind load under ASTM E330 and DASMA 108 for model 80001 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, R.E. Report No. 0223 signed by W.S.Wilson, 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 load under ASTM E330 and DASMA 108 for model 91001 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 W,S.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 Page 4 of 5 1 nnnn• nhi NfIlIC�A Wrifil ; I 9002 ' LI ' I�0 r 8.REPORT SUMUARY Upon review of the data submitted by Wayne Dalton,Apex Technology finds that, in their opinion,the Model 8000/8100 and Model OWY 9600/9900 as described in this report conform with or are a suitsbte alternative to that specified in the Florida Building Code 2001 edition. 9.LOWATKM This evakration report and the installation instructions.when required by the building official,shall be submitted at the time of permit application The doors shall be installed in accordance with the installation instructions In this report and the manufacturer's published installation instructions. A registered professional engineer shall design the structural elements supporting the door track brackets for the wind loads shown on the drawings.The calculations shell be signed, sealed,and doW.and subrrrittlad tie the local building offitiat when applying for a permit. The doors shall not be located in areas where the transverse wind bads exceed the allowable loads shown in Table 1. The glazed panel perbrmance of the Model 8000/8100 and Model 910019600/9900 garage doors Is otttslde the scope of this report The Model SM 8100 and Model 9100/98D0JOW garage doors can only be used in one and two family dwellings The Model 8000/8100 and Model 91 00)980019900 garage doors have not been evaluated with the ventilation louvers installed. 16.IDENTIFICATION Each Model 8000/8100 and Model 9100/9800/9900 garage doors covered by this report shan'be labeled with the manufacturers name andratrademark and the number of this report I&told Identification. 14. PERIOD OF WUANCE The oontent of this report expires on November 1,2005. For infrxmation on this report, contact Jeffrey P. Amason,P.E. 904/821-6200 t y x Inc Ar E. No ��ailr i 'S' 4_2003 Page 5 of 5 ^ ^^^ Cronin'In [Al inI , i nnn'7 ri 1 n n Florida Balding Code Online http://floridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... odw 4 '.,1I,e, UA11, Z ?r'mfr�;�",�f;. - c. BCIS Home Log In Hot Topics Submit Surcharge' Stats&Facts', Publications FBC StaffSCIS Site Map Links Search ®Y Product Approval A� USER: Public User ,^ • 11 G' Product Approval Menu > Product or Application Search >Application List >Application Detail is FL# FL1363-R2 Application Type Revision Code Version 2004 i Application Status Approved Comments 1 Archived ova_ _ � Product Manufacturer Pittsburgh Corning Corporation Address/Phone/Email 800 Presque Isle Drive Pittsburgh, PA 15239-279 (724) 327-6100 ext 627 Nick_Loomis@pghcorning,com Authorized Signature Nicholas Loomis Nick_Loomis@pghcorning,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) Dade County Protocol PA 202-94 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/20/2005 Date Validated 09/20/2005 Date Pending FBC Approval 09/23/2005 Date Approved 10/11/2005 1 of 2 7/11/2006 12:53 P Florida Badding Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Summary of Products FL# Model, Number or Name Description 1363.1 Glass Unit Masonry (Glass Glass Block installed with mortar. Block) a Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 1363 I Dade-Mortar.pdf Impact Resistant: Verified By: Design Pressure: +/- Other:Type I Layout: Panel size 6'-0" wide by 20'-0" high, Design Pressure Rating of+/- 75 PSF, Type II Layout: Panel size 8'-0" wide by 8'-0" high. Design Pressure Rating of+/- 60 PSF. Up to 30 Ft. above grade will require a Hurricane Protection System. Over 30 Ft. above grade it will not require a a Hurricane Protection System, Backs 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: ® eC hecV. Bob APIRCNEtr 2 of 2 7/11/2006 12:53 P I 6 _14669 75 PTA($7 P iS MIAMI-DADE COUNTY,FLORIDA MIAMI-0 METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2909 Pittsburgh Corning Corporation CONTRACTOR LICENSING SECTION 800 Presque Isle Drive (305)375-2527 FAX(305)375-2558 Pittsburgh ,PA 15239 CONTILA CTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Your application for Notice of Acceptance (NOA) of: Glass Unit Masonry Installed with Mortar under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perforin in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0306.02 EXPIRES: 08/06/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J. Quintana,R.A. Director Miami-Dade County APPROVED: 04/19/2001 Building Code Compliance Office \\s0450001\pc2000\\templates\notice acceptance cover page-dot Internet mail address: postmaster@buildingeodeonline.com 0Homepage: http;//www.buildingeodeonline.com Pittsburgh Corning Corporation ACCEPTANCE NO: 01-0306.02 APPROVED: APR f 9 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99-0803.01,which was issued on 09/16/99. It approves Pittsburgh Corning Glass Blocks as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County, (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing#A,titled"Regular Thickness Glass Block Panels",prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95,with latest revision on 07/08/99 sheet 1 of 1. They bear the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non-load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product up to 30 feet above grade will require a Hurricane Protection.System, but for installations over 30 feet above grade it will not require a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami-Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official. or the SFBC in order to properly evaluate the installation of this product. andido Font,PE, Sr. Product Control Examiner Product Control Division -2- Pittsburgh Corning Corporation ACCEPTANCE NO: 01-0306.02 APPROVED: APR 19 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance(approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data,engineering documents, are no older than eight(8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,state,and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been.a change in the South.Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product(identical)as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance,including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance,unless prior written approval has been requested(through the filing of a revision application with appropriate fee)and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales,advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font,PE, Sr.Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- Lv - o u w 'Y n mCi p> 0 Zw ® a _ N v y E a o Oj i.:.x O O z m 2 I 0 mom o m } R� Y W 9-4 U w w a = w = u a a O :� z cc c.N X X_ X X N % XX X X X X x X N Q W 'Ec 6o>� iow oo o.>'m m m io in�mm nom m Zoe � .�r Q' F o ou p1 z E x x x x x x x x x x x x x x x x x x x x x -- ---- Q C iomNvZoi co m m inwiv y<o co 0o ¢ Q c w Q a s Q Q 0- m i w oU o [[ m [r w — m O o m 1 Q O W m j O w ? m_ L -- SL YW m U W W W -'o nS� � a � •� 1� m _U U U _o°a `° o � ❑ m rn rn m W p I - lig 5 q o a fE om 3 a 3 v � pmj b ++ 0 3 _ 3 L O � rn CU E n = m LL m x U W - m 2 - (az lu5iaH wnwireWl axi6leulwoN,a-.s-..—�� I - �' �m a cm�J - m C7`z L&W7S6 fora�aaoe M I A M I•DADEf MIAMI-DADS COUNTY,FLORIDA Em METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 vdEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NO'T'ICE OF ACCEPTANCE (NOA) Certainteed Corporation (PA) 1400 Union Meeting Road Blue Bell,PA 19422 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 Comity 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark TL(and-AR) 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 consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 07310 Composition Shingles Materials Dimensional Deck Type: Wood 1, SCOPE' using Certainteed Landmark TL and AR Asphalt Shingles, This new roofing system manufactured by CertainTeed Corporation as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark TL 13' " x 40" PA 110 A heavy weight, dimensional asphalt /4 and AR shingle. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3.2 Shall not be installed on roof mean heights in excess of 33 ft. 4. INSTALLATION ompliance with Miami-Dade County Product Control 4.1 Shingles shall be installed in c Shingle Installation Procedure No. 115. 4.2 Flashing shall be in accordance with Section 9.3 Option `B" (Step-flashing) of Miami- Dade County Product Control Shingle Installation Procedure No. 115. 4.3 The manufacturer shall provide clearly written application instructions. 4.4 Exposure and course layout shall be in compliance with Detail'A', attached. 4.5 Nailing shall be in compliance with Detail'B', attached. 5. LABELING 5.1 Shingles shall be labeled with the Miami-Dade Logo or the wording"Miami-Dade County- Product Control Approved", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02-0110.03 Expiration Date: 03/07/07 �J Approval Date: 03/07/02 Page 2 of 3 ,. DETAIL A Rake CertainTeed Landmark TL Edge 13 1/4"x 40" LAMINATED SHINGLE All dimensions are in inches. 55/8- -- 55/8 55/8 17 1/2 11 1/4 li 55/8 283/4 - 55/8 y .111/4 - 5 5/8- 341/8 t Starter 5 518 Eaves DETAIL B CertainTeed Landmark TL _ 13 1/4" x 40" LAMINATED SHINGLE All dimensions are in inches. -j r4° _ 131/2 13 131/2 -� 1� �1 131/4 6 1/8 55/8 Exposure END OF THIS ACCEPTANCE NSA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 3 of 3 NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Underwriters Laboratories, Inc. PA 107 01NK48206 12/18/01 Underwriters Laboratories, Inc. Letter R684 01/28/02 PRI Asphalt Technologies,Inc. PA 100 CTC-003-02-01 12/14/01 B. OTHER 1. Notice of Acceptance number 01-0312.03 E-1 Florida DUHILJI Ig Code Online http://www.floridabuilding.ora/pr/pr_app dtl.aspx?param=wGEVX... c e ' BCIS Home Log In Hot Topics Submit SurchargeStats&Facts' Publications FBC Staff BCIS Site Map Links Search .;; Product Approval USER: Public User n" Product Approval Menu > Product or Application Search >Application List >Application Detail A $ FL# FL250-RS F Application Type Revision 7 Elm r ,�s. Code Version 2004 a Application Status Approved m Comments ut Archived yk Product Manufacturer CertainTeed Corporation-Roofing tl Address/Phone/Email PO Box 1100 1400 Union Meeting Rd � = Blue Bell, PA 19422 r, (610) 341-6678 allan.r.snyder@saint-gobain.com Authorized Signature Richard Snyder allan.r.snyder@saint-gobain.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM D3462 2001 ASTM E108 2000 TAS 100 1995 TAS 107 1995 TAS 110 2000 UL 790 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/08/2005 Date Validated 09/08/2005 1 of 4 7/7/2006 4:091 Florida t uiidijg Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Date Pending FBC Approval 09/27/2005 Date Approved 10/11/2005 Summary of Products FL# Model, Number or Name Description 250.1 Carriage House Shangle Fiberglass laminated shingle Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 250 R1 I 01050302 Presidential Shake Impact Resistant: Series.pdf Design Pressure: +/ PTID 250 P1 I 01051605 Classic Horizon.pd Other: Refer to current Miami-Dade NOA. PTID 250 Rl I 01061209 Hatteras,pd PTID 250 R1 I 02011003 Landmark TL Series pdf PTID 250 R1 I 02121605 CT20 XT25 XT30 Patriot Series pdf PTID 250 R1 I 02121903 Landmark 30 40 50 Series.pdf PTID 250 R1 I 04061601 Carriage House Grand Manor.pdf Verified By: 250.2 Classic Horizon Shangle Fiberglass 3 tab overlay shingle 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: Refer to current Miami-Dade NOA. 250.3 CT 20 (and AR) Fiberglass 3 tab shingle 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: Refer to current Miami-Dade NOA. 250.4 Grand Manor Shangle Fiberglass laminated shingle 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: Refer to current Miami-Dade NOA. 250.5 Hatteras Fiberglass 4 tab shingle 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: Refer to current Miami-Dade NOA. 250.6 Landmark 30 (and AR) Fiberglass laminated shingle 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: Refer to current Miami-Dade NOA. 2 of 4 7/7/2006 4:09 F M I A M I•DADE MIAMI-DADS 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) Certainteed Corporation(PA) 1400 Union Meeting Road Blue Bell, PA 19422 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Land>nark T1, (and-AR) LABELING: Each unlit 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 consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga,RRC -� NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 07310 Composition Shingles Materials Dimensional Deck Type: Wood 1. SCOPE: This new roofing system using Certainteed Landmark TL and AR Asphalt Shingles, manufactured by CertainTeed Corporation as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark TL 13'/4" x 40" PA 110 A heavy weight, dimensional asphalt and AR shingle. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3.2 Shall not be installed on roof mean heights in excess of 33 ft. 4. INSTALLATION 4.1 Shingles shall be installed in compliance with Miami-Dade County Product Control Shingle Installation Procedure No. 115. 4.2 Flashing shall be in accordance with Section 9.3 Option `B" (Step-flashing) of Miami- Dade County Product Control Shingle Installation Procedure No. 115. 4.3 The manufacturer shall provide clearly written application instructions. 4.4 Exposure and course layout shall be in compliance with Detail'A', attached. 4.5 Nailing shall be in compliance with Detail'B', attached. 5. LABELING 5.1 Shingles shall be labeled with the Miami-Dade Logo or the wording"Miami-Dade County- Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 2 of 3 DETAIL A Rake Edge CertainTeed Landmark TL 13 1/4"x 40"LAMINATED SHINGLE All dimensions are in inches. 55/8- 5 5/B 55/8 171/2 - 11 1/41 55/8-- (45518- _ 28314 - 5 5/8 -{j �- 34118 Starter 5 5/8 Eaves DETAIL B CertainTeed Landmark TL 13 1/4" x 40" LAMINATED SHINGLE All dimensions are in inches. 40 r 131/2 -�- _ 13 131/2 -� I L 131/4 I 6 118 55/8 Exposure i _ END OF THIS ACCEPTANCE NOA No.: 02-0110.03 Expiration Date: 03/07/07 Approval Date: 03/07/02 Page 3 of 3 R ' NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED (For File ONLY. Not part of NOA.) A. EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Underwriters Laboratories,Inc. PA 107 01NK49206 12/18/01 Underwriters Laboratories,Inc. Letter R684 01/28/02 PRI Asphalt Technologies,Inc. PA 100 CTC-003-02-01 12/14/01 B. OTHER 1. Notice of Acceptance number 01-0312.03 E-1 lc 'iva 13611u__1g Code Online http://www.floridabLiilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 2.' BCIS Home Log In' Hot Topics) Submit Surcharge': Stats&Facts Publications FBC Staff' BCIS Site Map Links Search I az At. Product Approval USER; Public User Product Approval Menu > Product or Application Search >Application List >Application Detail FL# 0056 ''.: Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (610) 341-6678 allan.r.snyder@saint-gobain.com Authorized Signature Richard Snyder allan.r.snyder@saint-gobain.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year (of Standard Year Standard) ASTM D3462 2001 ASTM E108 2000 TAS 100 1995 TAS 107 1995 TAS 110 2000 UL 790 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/08/2005 Date Validated 09/08/2005 7/7/2006 4:09 P 1 of 4 'l rLin buiidi:ig Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVX... Date Pending FBC Approval 09/27/2005 Date Approved 10/11/2005 Summary of Products FL# Model, Number or Name Description r250.1 Carriage House Shangle Fiberglass laminated shingle t Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 250 R1 I 01050302 Presidential Shake uf Impact Resistant: Series.pd Design Pressure: +/- PTID 250 P1 I 01051605 Classic Horizon.pdf Other: Refer to current Miami-Dade NOA. PTID 250 R1 I 01061209 Hatteras.pdf PTID 250 R1 I 02011003 Landmark TL Series.pdf PTID 250 R1 I 02121605 CT20 XT25 XT30 Patriot Series.pdf PTID 250 Rl I 02121903 Landmark 30 40 50 Series.pdf PTID 250 R1 I 04061601 Carriage House Grand Manor. df Verified By: 250.2 Classic Horizon Shangle Fiberglass 3 tab overlay shingle 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: Refer to current Miami-Dade NOA. 250.3 CT 20 (and AR) Fiberglass 3 tab shingle 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: Refer to current Miami-Dade NOA. 250.4 Grand Manor Shangle Fiberglass laminated shingle 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: Refer to current Miami-Dade NOA. 250.5 Hatteras Fiberglass 4 tab shingle 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: Refer to current Miami-Dade NOA. b.6 Landmark 30 (and AR) Fiberglass laminated shingle 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: Refer to current Miami-Dade NOA. 7/7/2006 4:09 P 2 of 4 M I A M I•DADE MIAMI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 110 WEST FLAGLER.STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road Blue Bell,PA 19422 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 perforin 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Lando,(anvil AR) mac]WideTrack QB),Landmark 40,(and-AR) (and WideTrack QB)and Landmark.50(and ARj(aiu 'N_de ack'QU) 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 consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC f, NOA No.: 02-1219.03 Expiration Date: 02/28/07 m Approval Date: 03/27/03 Page 1 of 4 ROOFING ASSEMBLE'APPROVAL Category: Roofing Sub-Category: 07310 Asphalt Shingles Materials Dimensional Deck Type: 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 131/4' x 38 3/4" PA 110 A heavy weight, 247lb/sq,dimensional AR(and WideTrack QB) asphalt shingle. Certainteed Landmark 40 and 13'/4'x 38 3/4" PA 110 A heavy weight,264lb/sq, dimensional AR(and WideTrack QB) asphalt shingle. Certainteed Landmark 50 and 131/4"x 38 /4" PA 110 A heavy weight,296lb/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. NOA No.; 02-129.03 Expiration Date:02/28/07 Approval Date: 03/27/03 Page 2 of 4 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 5/8--1 CERTAINTEED LANDMARK 30,40, 50 All dimensions shown are in inches -5 5/8--1 C-55/8-- -161/4-1 11 1/4 —55/8-1 11 1/4 27 1/2— —55/8-1 5/8 331/87!!!7- 8 Starter 55/87Full Shingle7� 7 ®s®we Eaves NOA No_ 021219.03 a Expiration Date: 02/28/07 Approval Date: 03/27/03 Page 3 of 4 DETAIL B 38 3/4" 12" 14 3/4" 12" —►- — 1" 1 131/4" 6 1/8717 7 - Expose re > LANDMARK 30,40, 50 (AND AR) 38 3/4" Release Tape 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" - –r— 12" 1 13 1/4" WIDE -- NAILING AREA �7 1/2" 7 Expo 8 re 6" LANDMARK 30,40,50(AND AR)-WIDETRACK QB (Low and Standard Slope) 38 3/4" /Release Tape Nailing area for"steep"slopes(greater than 21:12) Nail between bottom 2 nail lines. 12" 14 3/4" 12" 13 1/4" 1" 1"— — 55/8" Exposure _ -- 7 7 7 LANDMARK 30,40,50 (AND AR)-WIDETRACK QB (Steep Slope) END OF TIT ACCEPTANCE NOA No.: 02-1219.03 Expiration Date: 02/28/07 Approval Date: 03/27/03 Page 4 of 4 1, ida BiAduig Code Online http://floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGF-VXQwcDq... _ ( (* �• t 41 -ti, Ix f 4,� BCIS Home Log In Hot Topics; Submit Surcharge' Stats&Factsl Publications FBC StaffBCIS Site Map Links' Search Product Approval j', sn USER: Public User • Product Approval Menu > Product or Application Search >Application List>Application Detail Application Type Revision PP 'lwp Iii1 Code Version 2004 t, Application Status Approved � u Comments I BUB A " Archived x F� �f N n appw ` _` Product Manufacturer CertainTeed Corporation Siding Products 4jjRj'fflV MA �'� Address/Phone/Email 803 Belden Road !SMI Jackson, MI 49203 �# m (517) 780-3185 neil.j.sexton@saint-gobain.com Sty � 1 a Authorized Signature Neil Sexton neil.j.sexton@saint-gobain.com l Technical Representative Address/Phone/Email Quality Assurance Representative Craig Berry Address/Phone/Email 1200 Avenue G White City, OR 97503 craig.a.berry@saint-gobain.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Referenced Standard and Year(of Standard Year Standard) ASTM C1185 2002 ASTM E136 1999 ASTM E84 2001 Florida Building Code 2004 Florida Building Code 2004 Miami-Dade Co. Protocol PA201 1994 Miami-Dade Co. Protocol PA202 1994 Miami-Dade Co. Protocol PA203 1994 Equivalence of Product Standards Certified By Sections from the Code 1403 2121.6.2 6/27/2006 3:09 I �f2 i1a ti lildhag Code Online llttp://floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQIArtDq... Product Approval Method Method 1 Option A Date Submitted 11/04/2005 Date Validated 11/22/2005 Date Pending FBC Approval 11/23/2005 Date Approved 12/06/2005 Summary of Products FL# Model, Number or Name Description 73148,1 Weather0q Iola- emene' 6 1/2", 7 1/2", 8-1/4" and 9-1/2" Widths x 12' long. 6p l li g ola-nes, Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 3148 R1 I Dade Co FC NOA 02-0503-01.pd Impact Resistant: Verified By: Design Pressure: +/- Other: Exterior Wall Covering. Allowable Wind Pressures: Steel Studs (Min. 3-5/8"x1-3/8"x20ga at 16" o.c.), Screws through overlap into studs, -92 psf. Wood Studs (Min. 2x6 at 16" o.c.), 8d nails through overlap into studs, -76 psf. 3148.2 WeatherBoards Fiber Cement 16" Wide x 4' long. Shapes Siding 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: Exterior Wall Covering Allowable Wind Pressures: Steel Studs (Min. 3-5/8"x1-3/8"x20ga at 16" o.c.) with Screws into studs, -95 psf. Wood Studs (Min. 2x6 at 16" o.c.) with 8d nails into studs, -76 psf. 3148.3 WeatherBoards Fiber Cement 4' Wide x 8', 9' and 10' lengths. Vertical Panel Siding 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: Exterior Wall Covering Allowable Wind Pressures: Steel Studs (Min. 3-5/8"x1-3/8"x20ga at 16" o.c.) with Screws 6" o.c. into studs, -115 psf. Wood Studs (Min. 2x6 at 16' o.c.) with 6d nails 6" o.c. into studs, -73 psf, 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; 2 of 3 6/27/2006 109 FORM 60OA-2004 EnergyGaugeO 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ( Q- Florida Department of Community Affairs _ Residential Whole Building Performance Method A Project Name: Bestcon Homes, Porpoise Key Builder: Bestcon Homes Address: -750 fbLnoNst tahe Permitting Office: City, State:1aA_tL C &CaCJ1t a33 Permit Number: Owner: Jurisdiction Number: FILE COPY-. Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtuAir _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 2145 ft2 _ c. N/A _ 7. Glass type I 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)293.0 ft2 - a. Electric Heat Pump Cap:36.0 kBtu/hr - b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)293.0 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, 179.0 ft2 _ c. N/A - b. Raised Wood,Adjacent R=19.0, 125.0 ft2 c. 1 Others R= lot 70.0 ft2 - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1775.0 ft2 - EF:0.91 - b. Frame,Wood,Adjacent R=11.0,270.0 ft2 _ b.N/A _ c. N/A _ d. N/A 1- _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) " a. Under Attic R=30.0,1749.0 ft2 15. HVAC credits _ b. Under Attic R=19.0,456.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, IL Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 130.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic• Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 32274 PASS Total base points: 33244 I hereby certify that the plans and specifications covered by Review of the plans and zHE STq��o this calculation are in compliance with the Florida Energy specifications covered by this .�y04 Code. 0_KQXit_`� L C I.I;s calculation indicates compliance �k�",, '� _ `;,..� PREPARED BY: with the Florida Energy Code. ` 011 DATE: 1'I a.f ou Before construction is completed d 01b.I hereby certify that this buildin as designed, is in compliance this building will be inspected for compliance with Section 553.908 *fy ys with the Florida Energy ode. W A Illak elSol C Florida Statutes. oD yyE 4� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGaugeO(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 1S0 n �,1 PERMIT#: 3�a3 s BASE 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 2145.0 20.04 7737.4 Double,Clear SE 12.0 8.0 13.0 42.75 0.43 240.5 Double,Clear SE 6.7 8.0 36.0 42.75 0.53 809.0 Double,Clear NE 1.3 5.0 6.0 29.56 0.91 162.1 Double, Clear NE 1.1 6.0 16.0 29.56 0.96 455.6 Double,Clear NW 1.3 12.0 36.0 25.97 1.00 931.8 Double,Clear NW 1.3 8.0 36.0 25.97 0.98 912.7 Double,Clear NW 10.5 12.0 40.0 25.97 0.66 686.4 Double,Clear SW 1.3 16.0 36.0 40.16 1.00 1443.4 Double,Clear SE 1.3 10.5 30.0 42.75 1.00 1276.7 Double,Clear SE 1.3 5.0 8.0 42.75 0.87 298.7 Double,Clear NE 1.3 12.5 30.0 29.56 1.00 883.5 Double,Clear NW 1.3 4.0 6.0 25.97 0.88 137.0 As-Built Total: 293.0 8237.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 270.0 0.70 189.0 Frame,Wood,Exterior 11.0 1775.0 1.70 3017.5 Exterior 1775.0 1.70 3017.5 Frame,Wood,Adjacent 11.0 270.0 0.70 189.0 Base Total: 2045.0 3206.5 As-Built Total: 2045.0 3206.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1657.0 1.73 2866.6 Under Attic 30.0 1749.0 1.73 X 1.00 3025.8 Under Attic 19.0 456.0 2.34 X 1.00 1067.0 Base Total: 1657.0 2866.6 As-Built Total: 2205.0 4092.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 179.0(p) -37.0 -6623.0 Slab-On-Grade Edge Insulation 0.0 179.0(p -41.20 -7374.8 Raised 195.0 -3.99 -778.0 Raised Wood,Post or Pier 19.0 70.0 0.77 53.6 Raised Wood,Adjacent 19.0 125.0 0.40 50.0 Base Total: -7401.0 As-Built Total: 374.0 -7271.2 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®lFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: -750 Facadi x Lo rc lipb C U001 PERMIT#: 3aa,33 BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2145.0 10.21 21900.4 2145.0 10.21 21900.4 Summer Base Points: 28476.0 Summer As-Built Points: 30332.1 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 36000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 30332 0.67 (1.09 x 1.147 x 0.95) 0.263 1.000 6569.7 (sys 2:Central Unit 18000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 30332 0.33 (1.09 x 1.147 x 1.05) 0.263 1.000 3284.9 28476.0 0.4266 12147.9 30332.1 1.00 1.237 0.263 1.000 9854.6 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS '�� atit' I'i C Q PERMIT#: I 3 a)-33 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 2145.0 12.74 4918.9 Double,Clear SE 12.0 8.0 13.0 14.71 2.28 436.7 Double,Clear SE 6.7 8.0 36.0 14.71 1.78 944.3 Double,Clear NE 1.3 5.0 6.0 23.57 1.01 142.4 Double,Clear NE 1.1 6.0 16.0 23.57 1.00 377.7 Double,Clear NW 1.3 12.0 36.0 24.30 1.00 873.7 Double,Clear NW 1.3 8.0 36.0 24.30 1.00 874.6 Double, Clear NW 10.5 12.0 40.0 24.30 1.02 994.1 Double,Clear SW 1.3 16.0 36.0 16.74 1.00 604.9 Double,Clear SE 1.3 10.5 30.0 14.71 1.02 448.2 Double,Clear SE 1.3 5.0 8.0 14.71 1.10 129.9 Double,Clear NE 1.3 12.5 30.0 23.57 1.00 706.1 Double,Clear NW 1.3 4.0 6.0 24.30 1.01 146.7 As-Built Total: 293.0 6679.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 270.0 3.60 972.0 Frame,Wood,Exterior 11.0 1775.0 3.70 6567.5 Exterior 1775.0 3.70 6567.5 Frame,Wood,Adjacent 11.0 270.0 3.60 972.0 Base Total: 2045.0 7539.5 As-Built Total: 2045.0 7539.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1657.0 2.05 3396.8 Under Attic 30.0 1749.0 2.05 X 1.00 3585.4 Under Attic 19.0 456.0 2.70 X 1.00 1231.2 Base Total: 1657.0 3396.8 As-Built Total: 2205.0 4816.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 179.0(p) 8.9 1593.1 Slab-On-Grade Edge Insulation 0.0 179.0(p 18.80 3365.2 Raised 195.0 0.96 187.2 Raised Wood, Post or Pier 19.0 70.0 0.88 61.3 Raised Wood,Adjacent 19.0 125.0 2.20 275.0 Base Total: 1780.3 1 As-Built Total: 374.0 3701.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , farad l V_ Lanr, kbnhC L PERMIT#: 3W3 BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2145.0 -0.59 -1265.5 2145.0 -0.59 -1265.5 Winter Base Points: 16825.3 Winter As-Built Points: 21926.7 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(7.9)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 • 21926.7 0.667 (1.069 x 1.169 x 0.95) 0.432 1.000 7776.1 (sys 2:Electric Heat Pump 18000 btuh ,EFF(7.7)Ducts:U nc(S),Unc(R),Att(AH),R6.0 21926.7 0.333 (1.069 x 1.169 x 1.05) 0.443 1.000 3989.1 16825.3 0.6274 10556.2 21926.7 1.00 1.232 0.435 1.000 11763.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 'ADDRESS: , , , �� 'i-w— Larrr, 4A4 Q h 1 PERMIT#: 3x2-33 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 4 2635.00 10540.0 50.0 0.91 4 1.00 2663.96 1.00 10655.8 As-Built Total: 10655.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12148 10556 10540 33244 1 9855 11763 10656 32274 PASS IM Sr4 o f mn a � a 0 EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , d'I g_e_ Lone CEMh PERMIT* 6.4-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 3a�33 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; v foundation&wall sole or sill plate;joints between exterior wall panels at comers;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, , 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 c� " 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. v 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 L, breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. y 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%. 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. EnergyGaugeTA° DCA Form 60OA-2004 EnergyGauge(@/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.5 The higher the score,the more efficient the home. 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 i _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 2145 ft2 _ c. N/A _ 7. Glass typel 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)293.0 ft' _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)293.0 ft2 _ b. Electric Heat Pump Cap:18.0 kBtu/hr 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0, 179.0 ft2 _ a N/A _ b. Raised Wood,Adjacent R=19.0, 125.0 ft2 _ _ c. 1 Others 70.0 ft2 _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1775.0 ft2 _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0,270.0 ft2 _ 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, 1749.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,456.0 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(Sealed):Garage Sup.R=6.0, 130.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building �VBE ST9� Construction thrgh a above energy saving features which will be installed(or exceeded) .y0 = ; �o in this home be/ore in inspection. Otherwise,a new EPL Display Card will be completed '�.c a inn ".-:p� `•''�` "�,� based on installed C com lintfeatures W Builder Signa e: W Date: a Address of New Home: � Q � t"City/FL Zip: �IQ�1�1C QCh 3a�3 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify 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 onages 2&4. ) nergyGauge®(Version: FLRC9 v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 1112/06 1085 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904287-1258 Emall:energydesignsystemsagmail.com Project • • For: Bestcon Homes, Porpoise Key 7f o ?Qrodi 5C Lo nie FI -l4n�iC &0 0,C �L 3a Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28979 Btuh Structure 24583 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28979 Btuh Use mfg.data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24091 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh bleating Cooling Infiltration 3970 Btuh Area(ft2) 1462 1462 Total latent equip. load 4890 Btuh Volume(fts) 13158 13158 Air changeslhour 0.83 0.47 Total equipment load 28982 Btuh Equiv. AVF (cfm) 181 104 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr10HtSc)1fC Right-Suite Residentlal-5.0.88 RSR29784 2008-Jan-12 18;50:12 ACCA CADocuments and Settings\customer\My DocumentslWrightso}t\Bestcon Homes,Porpoise Key.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 1/12/06 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com P • Information For: Bestcon Homes, Porpoise Key -f(�r (� n� FI �� lalnfi c 6eoch ��32x3 3 Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 8943 Btuh Structure 10030 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 8943 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 9829 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1143 Btuh Area(ft2) 683 683 Total latent equip. load 1833 Btuh Volume(ft3) 6830 6830 Air changes/hour 0.46 0.26 Total equipment load 11662 Btuh Equiv.AVF (cfm) 52 30 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvroohtSc3 t Right-Suite ResidentialTm 5.0.66 RSR29784 2006-Jan-12 16:56:49 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestoon Homes,Porpoise Key.rsr Page 1 Eq 'pment Summary Sheet Address�o v14 Lan P fj ao H c Beach Builder: aa33 Equipment Brand*, � e r5-F Fl,0e✓ Air Handler Model Number_ -2L ECO—S 1: M Condenser Model Number: - !:LT- W Total Cooling Capacity in BTUq- P44 a n n Sensible Load in BTUs: Q 49 o h Latent Load in BTUs: Total Heating Capacity in BTUs: Seer ) S Equipment Brand* Air Handler Model Number- t) Condenser Model Number: -_-')-7 Lk) o / 4S A i vd a A Total Cooling Capacity in BTU I b o Sensible Load in BTUs:- Z ^ T L. Latent Load in BTUs: A 0 7 Total Heating Capacity in BTUs: ° n A Seer 13 *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 MAP SHOWING PLOT PLAN OF LOT 14 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075—OOOID, DATED 4-17-89. i ELEVATIONS SHOWN THUS: ( ) REFER TO 7HE NATIONAL GEODETIC VERTICAL DATUM MRADIUS ND: LOT AREA: 8,705 SQUARE FEET CHIMPERVIOUS AREA: 2,706 SQUARE FEET RLLENGTHPcURVATURE UNPLATTED LANDS OF SECTION 18, PTNGENCY TOWNSHIP 2 SOUTH, RANGE 29 EAST BRLSTRICTION LINE F.F. EIEV. FlNISHED FLOOR ELEVAITON / \ t JURISDICTIONAL WETLAND LINE / N00'23'10"W 79.09' ° LOT 14 o � I In U V) 0 (p m1197 COVERED m in 14.7' m PA110 ul 0 V_ ^ N 12.0' m W iH STEPS ^ LL I PORPOISE KEY LOT 15 GARAGE LEFT N Z � F.F. ELEV.=(11.5) M 1 A/C TANKLESS LIJ WATER HEATER - QJ a iSHOWER Lil U W 0 n T Q C) �rnn z ' J COVERED EN TRY I � m I v' 119.7' 20.0' I W PC �— — — — — — LBRL 7.5' JEA EASEMENT �,(4,.) ---S00'23 Pr W 146.70 S.q�'� 53.25' N05'52'17"W PG S 21.07 CH=4.78' R=25.00' L=4.79" TREE DELTA=10'58'13" LEGEND: PARADISE LANE Q OAK (PRIVATE VARIABLE WIDTH RIGHT OF WAY) Q TWIN OAK Q3 TRIPLE OAK TYPE "C" DRAINAGE FOR: SESTCON HOMES N PREPARED BY: DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE, JACKSONNLLE. FL.. 32207 SCALE: 1 =20 (904)396-2623 LB N0. 1704 C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-I4-PP & TREE.DWG [81 OM me 00 ow .a MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project: J-06-0018.FBD BESTCON LOT 41 PARADISE PRESERVE Mark# : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL=L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 8' 0" ' 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 Span Carried(psf) 55 40 100% 0 0.01. 8'0" 5'5 1/2"s.c.-F3 FLOOE 0 2 Uniform(plf) 100 0 100% 0 010" 8'0" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 8101, 7'0"s.c.-CRY E2 ROOF 4 Uniform(plf) 500 357 125% 0 010" 8101, A5 ROOF Uniform(plf) 15 0 0 0 8101, Self Weight ow 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3646 3646 Min R'n 1362 1362 DL R'n 1362 1362 Min Brg(in.) 1.84 1.84 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2298 1 1'6' 71 13300 125% 0.17 M(ft-lbs) 7293 1 4'0" 71 43692 125% 0.17 LtRn(lbs) 3646 0 0101, 71 6921 100% 0.53 See Note#4 l" RtRn(lbs) 3646 0 810. 71 6921 100% 0.53 See Note#4 LLDefl(in.) 0.03 1 4-0- 71 0.27 U3054 TLDefl(in.) 0.05 1 4-0" 71 0.40 01914 00 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth 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&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 6 Roof Systems Product Guide. oft 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. 00 .� .. .,. *, .� ..� •,Q .� ... .., MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD BESTCON Mark# : BEAM 2 LOT 41 PARADISE PRESERVE Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No NNW 73.5", 565 psiE 3.5", 565 psi 20'0" BEVEL CUTS Heel Ht(in) Slope(/12) Offset Depth @IFS Left 5 3/8" 8 15 7/8" 7 3/4" 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 Concentrated(Ibs) 3638 2646 100% 0 3'4 1/2" FROM BEAM 1 2 Concentrated(I bs) 3646 2652 100% 0 14'3" FROM BEAM 3 vs 3 Concentrated(lbs) 1971 1408 125% 0 7'0" CRY J1 4 Span Carried(psf) 42 30 125% 0 8-0" 20'0" 21'0"s.c.-CRY J3 ROOF 5 Uniform(plf) 100 0 100% 0 010" 20'0" WALL Uniform(plf) 29 0 0 0 20'0" Self Weight eM *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 8233 8898 �r Min R'n 3222 3423 DL R'n 3222 3423 Min Brg(in.) 2.08 2.25 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8183 1 0'2" 71 12857 125% 0.64 M(ft-lbs) 45094 1 11'3" 71 87385 125% 0.52 LtRn(lbs) 8233 0 0101, 71 13842 100% 0.59 See Note#4 RtRn(lbs) 8898 0 20-0" 71 13842 100% 0.64 See Note#4 LLDefI(in.) 0.46 1 10'0" 71 0.67 U523 TLDefl(in.) 0.74 1 10'0" 71 1.00 U324 00 USE: GPLAM 2.0E 1.75x16.00"4 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. #a 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 ew for commercial uses. 7.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts 8 washers 2"from edges @ 24"o/c staggered. 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&Roof Systems Product Guide. 4P 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. so am am dim am OR dm -, am OR ..a, B under: ------ Job Information f� ! Bestcon Homes Job#: J-06-0018F Salesman: John Ferguson r* Report and DehYery Date r8s) Manning Building Supplies Date: 1/23/2006 Del. Date: Job: Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Phone:(904)268-8225 * Fax:(904)260-2981 RAISED PORPOISE KEY LOT 41 PARADISE PRESERVE FL Shipping Ticket SEALS � C Partner at PJpinEni,ze/IneerM Produdf,Ifw. • • • • • Qty Span Description Pitch OHL TC Size Truss O/A Height Weight Loaded TC/BC OHR BC Size Ext.Weight 1 20-05-00- F1 0/0 00-00-00 4x2 01-04-00 156.6 LB ❑ 00-00-00 4x2 156.6 LB •�s 5 20-05-00 F2 0/0 00-00-00 4x2 01-04-00 125.9 LB ❑ 00-00-00 4x2 629.4 LB 4 05-05-08 F3 0/0 00-00-00 4x2 01-04-00 39.2 LB ❑ 00-00-00 4x2UEDA 156.6 LB 6 16-04-00 F4 0/0 00-00-00 4x2 01-04-00 97.9 LB 00-00-00 4x2 587.4 LB ❑ 1 15-00-06 F5 0/0 00-00-00 4x2 01-04-00 89.5 LB ❑ 00-00-00 4x2 89.5 LB 1 13-00-06 F6 0/0 00-00-00 4x2 01-04-00 78.3 LB ❑ 00-00-00 4x2 78.3 LB 5 11-00-00 F7 0/0 00-00-00 4x2 01-04-00 69.9 LB ❑ 00-00-00 4x2 349.6 LB 1 11-00-00 F8 0/0 00-00-00 4x2 01-04-00 111.9 LB ❑ 00-00-00 4x2 111.9 LB Qty Description Loaded 18 1 - THA422 APPROVEO OF ATLANTIC BEACH ❑ C�BUlyD1NG OFFICE 2 L - SUR410 JUL '0 2006FILE COPY 4 W- HGUS412 ❑ 1 X - HGUS412R - Caeorgia�cific Qty Span Description Loaded HOmeBASE by Alpine Engineered Products,Inc. Page 1 of 2 ..• .4 Co VWy C >O Q) Lc-)C7 N Q N .ns <s:N N CO C,-) __;r o N LO `r, L. _ cn C-.., zC=)m c rn 0 aZD C7) cA x a CD CM J uj J a� c i 0 a T o a, :r r_ o 0 Q CrrJ ._ v3 Q? x C} ; W W t r O •i7 L1 XU H.. 1 4 1 i� ) f U C3 Z} J pw o,G Lv l y r r r\ > 'c--: ; Eiq E U y ❑ e2 5 U rJ C", U `C- Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight " 2 30-00-00 BM 1 16"LVL 4 20-00-00 BM 2 16"LVL ❑ 2 08-00-00 BM 3 16"LVL 2 08-00-00 BM 4 16"LVL 00 2 04-00-00 BM 5 16"LVL Total Trusses: 24 Total Jacks: 0 Total Load: 2159.4 LB One set Installation and Bracing instructions Accepted By: Date Signature Please Print Name Loaded By: Date Driver: Date Initials Initials Mw a� HomeBASE by Alpine Engineered Pmducts,Inc. Page 2 of 2 uosn6ja uyor :NdWS3IdS O o z -+ ua�I`OHS �i l !Hd :HINSIS30 z 3AH3S3dd 0S I Odadd Th 10-1 :SS❑b00d m o c�''� o �w ,131 3SIOdKd :NOIldId3S3❑ m m sawoH uoo�s89 :2j3WO1S00 o W 0 W w w dF W 0_ w cn a-w - (-0 W u� O W O U U)m n N cnz - U)m w Cr r m f— w zU)Dz CD LLJ U W O U)w0z}oz O zCOz: OUE2 -m O HHCO 2 J O J = 1-LL F- w d d Z (L Of 0LL Z—— WmmHOU Q OCr NH W CD CE J QDzw=2� J C, N m F-W H mmmrLo m D. (n S o~canJaG m E aN CO 0M:3- (I r COJ-wmo m O C� co a M 00232 U� O J 1 Z J CL (D�f—� F-» w0L) > > o f W OWOW z=-Umiomm3 Ir O Z =o= W ZJZ n.m�u a a - z a--j O �O O oaw�uoz m D_ w om>�2z-. m m o n • 07[nOCn N M -M co 000W --+ --)UJO '--�-�--8..0 T.0 T—{- ..8,S -I- —8,.L.T T--{ 8..L.T T--}--8 b.8--I T o I M U' .D .2 m M w E Ni LL M OJQ m Ej y w m Z WU39 S � D7 hj lk0 OD S� S Wd39 N y ti w m 2 J J � a a J N 0 L� a o M M 0 N (D fD M T 8 9 W � o m O] _' MO M U- �o �r m i o m `- j s m rm—{---B..E.T T .,�, *�, a -, w. ,� �e r2 .M .,� MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD BESTCON LOT 41 PARADISE PRESERVE Mark# : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Def] : LL= L/360 TL= L/240 Composite Action : No 3.5", 5651J 4.0", 750 psi U 3.5", 750 psi LJ 5.5", 565 psi L 3.5", 750 psi psi 3' 1" 11' 8 1/2" 5'8" 8'0" 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 Span Carried(psf) 42 30 125% 0 0101, 28'5 1/2" T4 1/2"s.c.-CRY A6 2 Uniform(plf) 100 0 100% 0 0'0" 28'5 1/2" WALL 3 Concentrated(lbs) 1200 857 125% 0 5'7 3/4" G1 GIR 4 Concentrated(lbs) 2669 1906 125% 0 7'7 3/4" CRY G2 5 Concentrated(I bs) 1126 804 125% 0 22'6" H1 GIR 6 Span Carried(psf) 42 30 125% 0 0101, 28'5 1/2" 4'0"s.c.-4' ROOF 7 Span Carried(psf) 55 40 100% 0 0101, 15-0" 11'0"s.c.-F7 FLOOR 8 Span Carried(psf) 55 40 100% 0 15'0" 28'5 1/2" 26'0"s.c.-F4 FLOOR Uniform(plf) 15 0 0 0 28'5 1/2" Self Weight *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 5 Max R'n -156 10054 8364 8669 3663 Min R'n -2688 3621 2935 2436 1162 i° DL R'n -709 3621 2935 2684 1265 Min Brg(in.) 1.50 3.83 3.19 4.38 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 750 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5228 2 1-6- 74 13300 125% 0.39 M(ft-lbs) 9968 2 4-7" 73 43692 125% 0.23 LtRn(lbs) -156 0 010. 72 6921 100% 0.02 See Note#4 �w RtRn(lbs) 3663 0 28'5" 73 9188 100% 0.40 See Note#4 IntRn(Ibs) 10054 0 3'1" 74 10500 100% 0.96 See Note#4 LLDefl(in.) 0.07 2 5'10" 73 0.39 L/1956 TLDefl(in.) 0.11 2 5-10" 73 0.59 L/1273 USE: GPLAM 2.0E 1.75x16.00"2 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. op 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&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 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). 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&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. MINA 'm MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD BESTCON LOT 41 PARADISE PRESERVE Mark#: BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 8'0" 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 Span Carried(psf) 55 40 100% 0 0101, 810.. 5'5 1/2"s.c.-F3 FLOOE ow 2 Uniform(pif) 100 0 100% 0 010" 8'0" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 810. 7'0"s.c.-CRY E2 ROOF 4 Uniform(plf) 500 357 125% 0 010" 8.01. A5 ROOF Uniform(plf) 15 0 0 0 8-0" 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 3646 3646 Min R'n 1362 1362 ` DL R'n 1362 1362 Min Brg(in.) 1.84 1.84 [Based on bearing stress below] - Brg Str(psi) 565 565 DESIGN X11 Value Span X Group Allow LDF Ratio V(lbs) 2298 1 1-6- 71 13300 125% 0.17 M(ft-lbs) 7293 1 4'0" 71 43692 125% 0.17 LtRn(lbs) 3646 0 010. 71 6921 100% 0.53 See Note#4 RtRn(lbs) 3646 0 810.. 71 6921 100%_1' 0.53 See Note#4 LLDefl(in.) 0.03 1 4-0- 71 0.27 U3054 TLDefl(in.) 0.05 1 4 0" 71 0.40 U1914 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth 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. pe 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 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%(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&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 me mm+ Oft OW MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD BESTCON LOT 41 PARADISE PRESERVE Mark#: BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No MEF 73.5", 565 psi 3.5", 565 psi i 20'0" BEVEL CUTS Heel Ht(in) Slope(112) Offset Depth @IFS Left 5 3/8" 8 15 7/8" 7 3/4" 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 Concentrated(I bs) 3638 2646 100% 0 3'4 1/2" FROM BEAM 1 2 Concentrated(lbs) 3646 2652 100% 0 14-3" FROM BEAM 3 3 Concentrated(I bs) 1971 1408 125% 0 7'0" CRY J1 4 Span Carried(psf) 42 30 125% 0 8'0" 20-0" 21'0"s.c.-CRY J3 ROOF 5 Uniform(pif) 100 0 100% 0 0'0" 20'0" WALL Uniform(plf) 29 0 0 0 20'0" 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 8233 8898 Min R'n 3222 3423 DL R'n 3222 3423 Min Brg(in.) 2.08 2.25 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8183 1 0'2" 71 12857 125% 0.64 M(ft-lbs) 45094 1 11'3" 71 87385 125% 0.52 LtRn(lbs) 8233 0 0101, 71 13842 100% 0.59 See Note#4 RtRn(lbs) 8898 0 20-0" 71 13842 100% 0.64 See Note#4 LLDefl(in.) 0.46 1 10'0" 71 0.67 U523 TLDefl(in.) 0.74 1 10'0" 71 1.00 U324 USE: GPLAM 2.0E 1.75x16.00"4 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&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 the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 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&Roof Systems Product Guide. 0,* 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 .w ..� .� .. *,� •w .� •� MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Anal sis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD BESTCON LOT 41 PARADISE PRESERVE Mark# : BEAM 4 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 8,0" " 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 Span Carried(psf) 55 40 100% 0 0101. 810. 13'0"s.c.-CRY G6 FLLOR m 2 Uniform(plf) 100 0 100% 0 010" 8101, WALL 3 Span Carried(psf) 42 30 125% 0 0101, 8'0" 26'0"s.c.-CRY K8 FOOR 4 Span Carried(psf) 42 30 125% 0 010.1 8101, 20'0"s.c.-CRY J4 ROOF Uniform(plf) 15 0 0 0 8101, 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 5754 5754 Min R'n 1954 1954 DL R'n 1954 1954 Min Brg(in.) 2.91 2.91 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3626 1 0'2" 71 13300 125% 0.27 M(ft-lbs) 11509 1 4'0" 71 43692 125% 0.26 LtRn(lbs) 5754 0 010. 71 6921 100% -' 0.83 See Note#4 RtRn(lbs) 5754 0 8'0" 71 6921 100% 0.83 See Note#4 LLDefl(in.) 0.05 1 4'0" 71 0.27 U1836 TLDefl(in.) 0.08 1 4'0" 71 0.40 LJ1213 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth 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.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. 4" .* MANNING BUILDING SUPPLY Philip Shoemaker 18 Jan 2006 2:12 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0018.FBD Mark# : BEAM 5 BESTCON LOT 41 PARADISE PRESERVE 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 4' 0" � 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 Span Carried(psf) 42 30 125% 0 0101. 4'0" 33'10"s.c.-CRY K5 ROOF Uniform(plf) 15 0 0 0 4'0" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 ow Max R'n 1449 1449 Min R'n 435 435 DL R'n 435 435 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 377 1 0'2" 41 13300 125% 0.03 M(ft-lbs) 1449 1 2'0" 41 43692 125% 0.03 LtRn(lbs) 1449 0 0101. 41 6921 100% 0.21 See Note#4 RtRn(lbs) 1449 0 4'0" 41 .6921 100% 0.21 See Note#4 LLDefl(in.) 0.00 1 2-0" 41 0.13 U14508 TLDefl(in.) 0.00 1 2-0" 41 0.20 U10152 USE., GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth 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&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). 10 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%(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&Roof Systems Product Guide. 9.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. 10.Design valid for dry-use only(less than 16%moisture content). 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. nw om .. 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 l Document ID:ISUK151-Z0109081223 Truss Fabricator: Manning Building Supply Job Identification: J-06-0018F--- LOT 41 PARADISE PRESERVE FL Truss Count: $ Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/f BC Engineering Software: Alpine Software,Version 7.22. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor - 55.0 PSF @ 1.00 Duration Wind No Wind Notes: SQsd uatea-02/09/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss I?usign,Engineer-` - record, as defined in ANSI/TPI 1 ArthurR:'Fisher Florida License Number:59687 2. The drawing date shown on this index sheet must.rnrat4ch 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 referencedo identification. loads applied by non-truss elements and basic load parameters are to`'be revewledra`nd eproved by the EOR/building designer. 4. 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CD ;a m n ;u D m CD O -I � n W woDN01( Coco 3 z m m >y Z = O n � rD to cn II _ CD OTO 3 W \ v'' N U, - V D V T p O c O rn OD 0 T N O - O pl Ol r v op " v 3 B„uilder _ Job Information Bestcon Homes Job#: J-06-0018 Salesman: John Ferguson (8s) ideport and Delivery-Date Date: 1/23/2006 Manning Building Supplies Del.Date: Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com PORPOISE KEY Phone:(904)268-8225 " Fax:(904)260-2981 LOT 41 PARADISE PRESERVE - FL Shipping Ticket go A-.IPenneruf 11 • • , _pina Engl-.d Produda,I- russ Qty Span Description Pitch OHL TC Size Truss O/A Height Weight Loaded TC/BC OHR BC Size Ext.Weight ' 1 20-00-00 Al 8/0 02-00-00 2x4 08-00-00 128.7 LB 02-00-00 2x4 128.7 LB 3 20-00-00 A2 8/0 02-00-00 2x4 08-04-03 139.9 LB mp 02-00-00 2x8 419.7 LB El 1 20-00-00 A3 8/0 02-00-00 2x4 08-02-15 137.1 LB No 00-00-00 2x8 137.1 LB 1. 19-08-08 A4 2 PLY 8/0 02-00-00 2x4 08-04-03 274.2 LB (2-Ply) 00-00-00 2x8 274.2 LB 0 3 14-03-00 A5 8/0 02-01-15 2x4 08-05-08 109.1 LB 00-00-00 2x8 327.4 LB 11 Ile 13 03-04-08 A6 8/0 02-00-00 2x4 03-11-03 19.6 LB 00-00-00 2x4 254.5 LB 0 1 14-08-00 81 8/5 02-00-00 2x4 06-02-11 75.5 LB 02-00-00 2x4 75.5 LB 6 14-08-00 62 8/5 02-00-00 2x4 06-06-14 61.5 LB 00-00-00 2x4 369.2 LB ❑ 1 14-08-00 133 8/0 02-00-00 2x4 06-06-14 201.5 LB a (2-Ply) 00-00-00 2x8 201.5 LB 1 13-04-00 C1 8/5 02-00-00 2x4 05-08-01 69.9 LB 02-00-00 2x4 69.9 LB 2 13-04-00 C2 8/5 02-00-00 2x4 06-01-09 58.7 LB 02-00-00 2x4 117.5 LB 2 13-04-00 C3 8/5 00-00-00 2x4 04-09-13 53.1 LB 00-00-00 2x4 106.3 LB 1 11-11-00 D1 8/5.00 02-00-00 2x4 05-03-12 69.9 LB 02-00-00 2x4 69.9 LB 1 11-11-00 D2 8/5.00 02-00-00 2x4 05-07-15 53.1 LB 02-00-00 2x4 53.1 LB 1 17-04-08 E1 8.00/0 02-00-00 2x4 07-01-08 131.5 LB 02-00-00 2x4 131.5 LB HonneBASE by Alpine Engineered Products,Inc. Page 1 Of 3 ow Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight TC/BC OHR BC Size _ _ Ext.Weight 2 17-04-08 E2 8.00/0 02-00-00 2x4 07-05-11 97.9 LB 02-00-00 2x4 195.8 LB ❑ 1 17-04-08 E3 8.00/0 00-00-00 2x4 07-05-11 95.1 LB m 02-00-00 2x4 95.1 LB ❑ 2 11-11-00 E4 8/5.00 00-00-00 2x4 07-05-11 78.3 LB 02-00-00 2x4 156.6 LB 1 11-11-00 E5 8/5.00 00-00-00 2x406-01-15 75.5 LB 00-00-00 2x4 75.5 LB ❑ 1 11-11-00 E6 8/0 00-00-00 2x4 06-01-15 347.0 LB (2-Ply) 00-00-00 2x6 347.0 LB ❑ 1 05-09-00 E7 8.00/0 00-00-00 2x4 04-02-07 33.6 LB 00-00-00 2x8 33.6 LB ❑ 1 14-07-05 F1 8.00/0 00-00-00 2x4 06-02-13 97.9 LB 00-00-00 2x4 97.9 LB ❑ 3 14-07-05 F2 8.00/0 00-00-00 2x4 06-07-00 81.1 LB 00-00-00 2x4 243.4 LB ❑ 1 11-03-08 G1 8/0 02-00-00 2x4 05-05-06 50.4 LB 00-00-00 2x450.4 LB E] 1 11-03-08 G2 2 PLY 8/0 02-00-00 2x4 05-05-06 128.7 LB (2-Ply) 00-00-00 2x8 128.7 LB ❑ 1 07-00-00 H1 8/0 00-00-00 2x4 04-01-07 47.6 LB 00-00-00 2x6 47.6 LB ❑ 1 20-04-04 A 8.00/0 02-00-00 2x4 06-02-15173.5 LB 00-00-00 2x8 173.5 LB ❑ 1'• 20-04-04 J2 8.0010 02-00-00 2x4 07-08-03 125.9 LB 00-00-00 2A125.9 LB 1 20-04-04 J3 8.00/0 00-00-00 2x4 07-08-07 137.1 LB 00-00-00 2x4 137.1 LB ❑ 1 16-06-13 J4 8.00/0 00-00-00 2x4 08-06-00 106.3 LB 00-00-00 2x4 106.3 LB ❑ 40 1 14-06-13 J5 8,00/0 00-00-00 2x4 08-06-00 97.9 LB 00-00-00 2x4 97.9 LB ❑ 4 32-03-08 K1 8/5 00-00-00 2x4 10-00-00 201.4 LB wo 00-00-00 2x4 805.6 LB ❑ 1 32-03-08 K1 GE 8/5 00-00-00 2x4 09-07.13 204.2 LB 00-00-00 2x4 204.2 LB E 2 30-01-00 K2 8/5 00-00-00 2x4 15-06-12 201.4 LB 00-00-00 2x4 402.8 LB ❑ 1 33-07-00 K3 8/5 00-00-00 2x4 MINN 17-00-04 190.2 LB 00-00-00 2x4 190.2 LB ❑ 1 33-07-00 K4 8/5 02-00-00 2x4 18-04-00 193.0 LB 00-00-00 2x4 193.0 LB ❑ 1 33-07-00 K5 8/5 02-00-00 2x4 18-07-01 233.6 LB 00-00-00 2x6 233.6 LB ❑ VIP - -- - -- - -- -- - omeBASE by Alpine Engineered Products,Inc. -- ---- Page 2 Of 3 so 4M Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight - ----- ------------------------------------------ -------------- on 1 33-07-00 K6 8/5 02-00-00 2x4 19-11-01 242.0 LB 00-00-00 2x6 � 242.0 LB ❑ 1 25-00-02 K7 8/5 02-00-00 2x4 18-04-05 156.6 LB 00-00-00 2x4 156.6 LB ❑ 1 23-00-02 K8 8/5 02-00-00 2x4 17-01-05 149.7 LB 00-00-00 2x4 149.7 LB ❑ a�w 1 07-10-06 P1 8/0 00-00-00 2x4 02-07-07 36.4 LB 00-00-00 2x4 36.4 LB ❑ 4 07-10-06 P2 8/0 00-00-00 2x4 02-07-07 30.8 LB 00-00-00 2x4 123.1 LB ❑ 6 01-00-00 CJI 3R 3L 8.00/0 02-00-00 2x4 02-04-03 8.4 LB MM 00-00-00 2x4 50.3 LB ❑ 5 03-00-00 CJ3 2R 3L 8.00/0 02-00-00 2x4 ���/// 03-08-03 16.8 LB 00-00-00 2x4 83.9 LB ❑ 1 03-00-00 CJ3A 1R 8.00/0 00-00-00 2x402-04-07 11.2 LB 00-00-00 2x4 11.2 LB ❑ 5 05-00-00 CJ5 2R 3L 8.00/0 02-00-00 2x4 05-00-03 22.4 LB 00-00-00 2x4 111.9 LB ❑ 1 05-00-00 CJ5A 1R 8.00/0 00-00-00 2x4 03-08-07 19.6 LB 00-00-00 2x4 19.6 LB ❑ 2 07-11-13 HJA D45' 5.66/0 02-09-03 2x4 05-04-00 28.0 LB 00-00-00 2x4 55.9 LB ❑ 1 07-10-10 HJB D45 5.66/0 02-09-03 2x4 05-04-02 28.0 LB 00-00-00 2x4 28.0 LB ❑ Qty Description Loaded 30 A - HUS26 ro Total Trusses: 80 Total Jacks: 21 Total Load: 7946.2 LB One set Installation and Bracing instructions Accepted By: _ Dateop _ Signature Please Print Name we Loaded By: Date __- -__ Driver: Date _ Initials Initials �s _ - HoEby --..gine---- -- - - --- - -------- - - meBASE by Alpine Engineered Products,Inc. 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FLOOR DIM. .,. �* �. ew AM 40 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 Pagel of I Document ID:I SUL 15 1-Z0310134355 Truss Fabricator Manning Building Supply Job Identification: J-06-0018--- LOT 41 PARADISE PRESERVE FL Truss Count 49 ✓ Model Code: Florida Building Code Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versions 7.22, 7.24. W w Structural Engineer of Record: Address: Minimum Design Loads: Roof - 29.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7.02 -Partially Enclosed `- Notes; Seal Date:02/10/2006 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 James F.Collins Jr. 2. The drawing date shown on this index sheet must match the date shown Florida License Number:52212 On the individual truss component drawing.. 1950 Marley DriveHaines 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 EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: 140GC-GBLLETIN-140GS- f DescriptionDrawingi Date 1 81518--A1 06040111 02/09/06 34 81551--K2 1 n 06040145 02/09/06 2 81519--A2 06040202 02/09/06 35 81552--0 06040128 02/09/06 3 81520--A3 06040203 02/09/06 36 81553--K4, 06040129 02/09/06 4 81521-A4 06040136 02/09/06 37 81554--K5 06040126 02/09/06 5 81522--A5 06040144 02/09/06 38 81555-46 06040117 02/09/06 6 81523--A6 06040142 02/09/06 39 81556--K7 06040112 02/09/06 7 81524-11 06040125 02/09/06- 40, 81557-48 06040135 02/09/06 81525-=B2 06040130 02/09/06 41 81558--P1 06040146 02/09/06 9 81526-,13 06040156 02/09/06 42 81559--P2 060401.19 02/09/06 10 81522- C1 06040147 02/09/06 43 81560--CJ1 AR 3L 06040153, 02/09/06 11 81528--C2 06040148 02/09/06 44 81561--CJ3 2R 3L 06040T52 02/09/06 12 81529--C3 ' 0604013/ 02/09/06 45 81562--CJ3A 1R 06040123 02/09/06 13 81530-11 06040140 02/09/06 46 81563--CJ5 2R 3L 06040151 02/09/06 14 81531--D2 06040113 02/09/06 47 81564-7CJ5A 1R 06040143 02/09/06 15 81532--E1 06040116 02/09/06 48 81565--HJA D45 06040137 02/09/06 16 81533--E2 06040150 02/09/06 49 81566--HJB D45 06040149 02/09/06 17 81534--E3 06040120 02/09/06 18 81535--E4 06040134 02/09/06 19 81536--E5 06040118 02/09/06 20 81537--E6 06040155 02/09/06 21 81538--f7 06040122 02/09/06 22 81539-41 06040124 02/09/06 23 81540--F2 06040133 02/09/06 24 81541--G1 06040154 02/09/06 25 81542-G2 06040115 02/09/06 26 81543--H1 06040127 02/09/06 27 81544--J1 06040141 02/09/06 28 81545--J2 06040121 02/09/06 29 81546--J3 06040132 02/09/06 30 81547--J4 06040139 02/09/06 31 81548--J5 06040138 02/09/06 32 81549-41 06040136 02/09/06 33 81550--K1 GE 06040114 02/09/06 111 1111111111111 11111111111 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:ISUL15I-ZO310134355 Truss Fabricator: Manning Building Supply Job Identification: J-06-0018--- LOT 41 PARADISE PRESERVE FL Truss Count: 48 Model Code: Florida Building Code Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versions 7.22, 7.24. Structural Engineer of Record: Address: Minimum Design Loads: Roof 29.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:02/10/2006 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 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Description Drawing# Date j Ref Description Drawinai Date ,�. 1 81518--A1 06040111 02/09/06 39 81557--K8 06040135 02/09/06 2 81519--A2 06040202 02/09/06 40 81558--P1 06040146 02/09/06 3 81520--A3 06040203 02/09/06 41 81559--P2 06040119 02/09/06 4 81521-A4 06040136 02/09/06 42 81560--CJ1 3R 3L 06040153 02/09/06 ew 5 81522--A5 06040144 02/09/06 43 81561--CJ3 2R 3L 06040152 02/09/06 6 81523--A6 06040142 02/09/06 44 81562--CJ3A 1R 06040123 02/09/06 7 81524--B1 06040125 02/09/06 45 81563--CJ5 2R 3L 06040151 02/09/06 8 81525--B2 06040130 02/09/06 46 81564--CJ5A 1R 06040143 02/09/06 9 81526--B3 06040156 02/09/06 47 81565--HJA D45 06040137 02/09/06 10 81527--C1 06040147 02/09/06 48 81566--HJB D45 06040149 02109/06 11 81528--C2 06040148 02/09/06 12 81529--C3 06040131 02/09/06 13 81530--D1 06040140 02/09/06 14 81531--D2 06040113 02/09/06 15 81532--E1 06040116 02/09/06 16 81533--E2 06040150 02/09/06 17 81534--E3 06040120 02/09/06 18 81535--E4 06040134 02/09/06 19 81536--E5 06040118 02/09/06 20 81537--E6 06040155 02/09/06 21 81538--E7 06040122 02/09/06 22 81539--F1 06040124 02/09/06 23 81540--F2 06040133 02/09/06 24 81541--G1 06040154 02/09/06 25 81542-G2 06040115 02/09/06 26 81543--H1 06040127 02/09/06 27 81544--J1 06040141 02/09/06 28 81545--J2 06040121 02/09/06 29 81546--J3 06040132 02/09/06 30 81547--J4 06040139 02/09/06 31 81548--J5 06040138 02/09/06 32 81550--K1 GE 06040114 02/09/06 33 81551--K2 06040145 02/09/06 34 81552--K3 06040128 02/09/06 35 81553--K4 06040129 02/09/06 36 81554-45 06040126 02/09/06 37 81555--K6 06040117 02/09/06 38 81556--K7 06040112 02/09/06 �r 1111111111111111111111111111111 IN Y r- z r O mnc02 m (D 00 2 0 <cnr7z C) N N N m cn O c rD x x x v lD AAa m N II+ mnnzom o �o-r V)(A '� E3 (D 70 C-) O (n N N n O Z O N N N D CD O m O r➢m N A A lD N O C-'p,TJ O m Z Z Z i--• (D O X O O v o A zx• ��. rn _ v m cpm a(n o n X o m M 70 < 70 D L71cn >< c bl� r-� W mamcnm (D o CD CC) O z c rn r ~ meZ E➢z Q ^� xv W 70zrr�-. o r A + (D or rD m W (nm r m �� m m OWi � It II a3z z O z CD m C p m m < - � Cl ICD �(nrr m D _ o CD ;:u a (DN o z�➢= m a C:);;o m 3 r m m O n E O Z O co -1 o n m —I a m r cn (n n D CD Ci znw� N Ln o- z 8 ➢o rn o z T N mcCD � N m o = <) CD m CD CD - O 75 N)W h >< U mr� Z n O N n o II (D-C� co 0 d * N n�O CD f .. 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TO BE UPDATED Application valuation . . . 0 ---------------------------------------------------------------------------- Application desc SPRINKLER SYSTEM ---------------------------------------------------------------------------- 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 . . 7/15/07 ---------------------------------------------------------------------------- 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 WnTH ALL CITY OF ATLAN-RC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION F �Q Date: /—16 4>7 Property Address: Jar- 4.—Owner: &SkCo--, , C , Telephone#• Contractor: -t r I'/:ta I`• fi� Telephone#: ?VY-21(41 Contractor Address: t>r Fax#: ,s'Vh&�t. Contractor Signature: In consideration of permit given for doing 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 p b Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:/Iwww.ci.atlantic-beach.fl.us Revised 9/06 st M I A M I•DADE MIAMI-DARE COUNTY,FLORIDA METRO DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MLkNIL 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,Cernplank,Hardipanel,Cempanel;HardisotTit-and Cemsofftt APPROVAL DOCUMENT: Drawing No.HPNL-8X,HPLK-4X8.&HSOFFIT-8X,titled"Hardipanel& Cempanel;Hardiplank&Cemplank;Hardisoffxt&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 manfacture 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 4 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. NOA No 02-0729.02 Y Expiration Date: May 1,2007 Approval Date: April 8,2004 Page 1 WWW }W m c N W tl' ¢L3� V J'W u v \z ¢ qW LD wzir � •� U�Wz WSW W 5 r.E O�Plai O tam ¢L.,U- .`'.' a a. . MLj< waw C. Wm m 0, ..�L RU . £um 2 3 W¢SnQ 3Nw °u W aMw N fl7hpp QUO. cdvd ZV1 --Ctl Ln�V_>na .aah JSU dSi- �JUp � .`cg�H CL N�VhimU SNz �Qtj W OZS.N. 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Technical Representative john mulder 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 ^I„� 6/27/2006 107 lorida Bnildnlg Code Online http://floridabuildulg.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 m Summary of Products EL# Model, Number or Name Description r Cempanel siding fiber-cement cladding ts of Use (See Other) Installation Instructions roved for use in HVHZ: Verified By: roved 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 02-0729-02 889.3 Cemsoffit panel fiber-cement cladding R 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 _,,,.Ida Dii1ding Code Online littp://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE'/XQNitD... r 9.7 Hardishingle notched panel fiber-cement cladding mits of Use (See Other) Installation Instructions pproved for use in HVHZ: Verified By: pproved 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: 01 ® ei:i M Elobb 6/27/2006 3:0 i Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: '7• ��• Contractor Name: Permit #: Q l0 - 3 3o O o Property Address: 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 The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works _ /f Planning Dept. Building Dept. Final Survey with FFEs -JeNo All Re-Inspect Fees Paid ://Yes ❑ No FEB-07-2008(THU) 10:52 Deborah Taylor, Atty. (FAX)9043846652 P. 002/004 =Tamer I ME Fest "Control What's Bugging You? CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION INFORMATION REQUIRED AS PER FLORIDA BLDG CODES 1042.6.8 1816.1 CONTRACTOR: eestcon Homes PERMIT A 0633000 SITE LOCATION: 750 Paradise Ln Lot 41 PP AtienUc Beach.FL 32233-6954 DATE OF TREATMENT: 05/25/2007 TIME OF TREATMENT: 12:21:00 PM AREA TREATED: SQUARE FOOTAGE: 1959 LINEAR FOOT. 562 IDENTITY OF APPLICATOR: DOWNER,WILLIE PRODUCT NAME: 80RA-CARE,PREMISE PRE CONSTRUCTION INSECTICIDE CHEMICAL NAME: DISODIUM OCTABORATE TETRAHYDRATE.IMIDACLOPRID (DIFFERENT FROM PRODUCT) (FOR BAIT SYSTEMS-UST CHEMCAL NAME TMT W U.UE USED IF TERNIITES ARE DETECTED) PERCENT CONCENTRATION:23.00%.0.05% (FOR BAIT SYSTEM$-F YOU DONT HAVE THE%=TELL HOW MANY STATIONS PER FOOT) NUMBER OF GALLONS. 3.00GA.40.00GA (FOR HNT SYSTMS-ENTER k 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 REE THAT THE ABOVE INFORMATION IS CORRECT AND REFERS TO THE ADDRESS LISTED ABOVE: ARD L / B 17 D PE OR TU NTROL,LLC. MAIN OFFICE 480 EDGEWOOD AVENUE SOUTH JACKSONVILLE,FL 32205 PHONE:904355.5300 FAX:904-353.1488 3300 a 'lorida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt... _ - 0 � BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts' Publications', FBC Staff! BCIS Site Map' Links', Search', Product Approval USER: Public User • Product Approval Menu > Product or Application Search >Application List>Application Detail i FL# FL1008-R1 . .., Application Type Revision W Code Version 2004 o Application Status Approved Comments Archived " Product Manufacturer Georgia-Pacific Corporation 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 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 42 6/27/2006 3:32 PM lorida Building 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 Backe Nexti 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: W ® cn«f RA'PIIOYE 2 of 2 6/27/2006 3:32 PM 'lorida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDq... BCIS Home Log In Hot Topics', Submit SurchargeStats&Facts'qq Publications' FBC Staff SCIS Site Map- LinksSearch' Product Approval V aii USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail FL# FL2023-R1 Application Type Revision Code Version 2004 C Application Status Approved Comments • Arch ived Product Manufacturer Georgia-Pacific Corporation 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 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 Iorida 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.ndf 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. ,lBack� Nextl 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: 111WINheck Bobbyl 2 of 2 6/27/2006 3:32 PM 'lorida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... A SCIS Home Log In Hot Topics) Submit Surcharge) Stats&Facts) Publications', FBC Staff; BCIS Site Map' Links) Search Product Approval ! sx� USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail I FL# FL2147-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Georgia-Pacific Corporation 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/pi_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 Fibei-Strong Rim Board Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: PTID 2147 R1 I 127520r11 pdf Approved for use outside HVHZ: Verified By: Impact Resistant: Test Reports Design Pressure: +/- PTID 2147 R1 T GP-Skippers edgewise bending 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.pd 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: eC heck Bob z 2 of 2 6/27/2006 3:32 PM F-4sNER-559 LEGACY REPORT Re-Issued July 1, 2003 Business/Regional Office■5360 Worlanan Mill Road,Whittier,Calftnia 90601 ■(562)699-0543 ICC Evaluation Service, Inc. Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213 ■(205)599-9800 WWW.I cc-eS.ora 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 CodeSTM, the BOCA'National Building Code/1999,the 1999 Standard Building Code®,and the 1997 Uniform Building CodeTM_ AFORGA PACIFIC CORPORATION 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—Woo -and a tic Section 06170 u. I#oAd` Design provisions for solid-sawn lumber contained in the 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 1 Od 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 orwider 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.OE, 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 construedas 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 t s anyfinding or other matter in this report,or as to any product covered by the report. Page 1 of 3 Copyright©2003 Page 2 of 3 NER-559 (narrow face) of Southern Pine, Yellow Poplar, or Eastern 6.11 Report on Certification Test Summary of Roxboro LVL Species G-P Lam LVL shall be installed at spacings not less Press No.2,ELP Report No.0215-99,dated February than 8 inches(203.2 mm)on center when the G-P Lam LVL 15, 1999,prepared by Joseph H. Kaiserlik. is 1-3/4 inches(44.5 mm)or thicker and 5-1/2 inches(139.7 mm)wide or wider. 6.12 Qualification Test Report on 1.7E, Low Stress LVL, Georgia-Pacific Corporation ELP Report No.0523-02, 4.0 INSTALLATION dated June 12, 2002, prepared by Joseph H. Kaiserlik, P.E.and witnessed by APA's Greg Cash. Application and installation of G-P Lam LVL shall comply with the applicable code,the approved calculations and plans,this 6.13 Full-Scale Edgewise Shear Tests on 1.7E LVL, report, and the manufacturer's published installation Report, prepared by APA, Report No. T2002P-45, instructions. This report shall be complied with where the dated August 27, 2002, signed by Sheldon Q. Shi, manufacturer's published installation instructions conflictwith Ph.D.,and Borjen Yeh, Ph.D., P.E.. this report. 7.0 CONDITIONS OF USE 5.0 IDENTIFICATION The ICC-ES Subcommittee on the National Evaluation All G-P Lam Laminated Veneer Lumber indicated in this Service finds that G-P Lam Laminated Veneer Lumber is an report shall be identified by a stamp containing the alternative material to that specified in the 2000 International manufacturer's name and plant number, the product trade Building Code®with 2002 Accumulative Supplement to the name, the species/grade, the number of this evaluation International CodeSTM the 2000 International Residential report,and the name and trademark of the quality assurance Code® with 2002 Accumulative Supplement to the agency(APA-Engineered Wood Systems, NER-QA397). International CodeSTM, the BOCA® National Building Code/1999,the 1999 Standard Building Code®,and the 1997 6.0 EVIDENCE SUBMITTED Uniform Building Code TM,subject to the following conditions: 6.1 Manufacturer's descriptive literature and published 7.1 G-P Lam Laminated Veneer Lumber shall be installation instructions. produced by Georgia-Pacific Corporation, Roxboro, North Carolina, manufacturing plant with quality 6.2 Report on mechanical and physical property tests control inspections by APA - Engineered Wood conducted by Washington State University,Research Systems(NER-QA397). Report No. 133/94, dated June, 1994, signed by R. Pellerin and R.Allwine. 7.2 Design stresses shall not exceed those set forth in Table 1 of this report. 6.3 G-P Lam@ LVL quality control manual, Roxboro Engineered Lumber Plan,dated June, 1994,revised 7.3 Design calculations and details for specific February 2003. applications shall be furnished to the code official verifying compliance with this report and the 6.4 Report on mechanical and physical property tests applicable code. The individual preparing such conducted by PFS Corporation, Report No. 94-11, documents shall possess the necessary credentials dated June, 1994,signed by James P.Van Schoyek regarding competency and qualifications as required and Larry A. Beineke, Ph.D. by the applicable code and the professional registration laws of the state where the construction is 6.5 Report on fastener tests conducted by Timber undertaken. Products Inspection, Report No. 94-12, dated June, 1994,signed by Steve Sandell. 7.4 The service conditions for G-P Lam LVL shall be covered dry conditions of use. Dry conditions of use 6.6 Report on fastener tests conducted by Georgia-Pacific are those conditions of use represented by sawn Corporation, Report No. 94-012, dated June, 1994, lumber at which the moisture content is 16%or less. signed by Steve Sandell. Tests witnessed by Timber Products Inspection. 7.5 This report does not contain an evaluation of connectors other than those specifically noted in 6.7 Mechanical and physical property tests conducted by Section 3.2. Georgia-Pacific Corporation,dated June,1994. Tests witnessed by PFS Corporation. Data sheets signed 7.6 Except forcutting to final length for installation,cutting by Larry A. Beineke and Tom Allred. and notching of G-P Lam LVL is beyond the scope of this report. 6.8 Report on volume effect in bending and tension for G- P Lam LVL,dated June, 1994,signed and sealed by 7.7 This report does not evaluate the effect of fire- David S. Gromala, P.E. retardant or preservative treatments on G-P Lam LVL. 6.9 Report on Analysis of Qualification Test Data and 7.8 This report is subject to periodic re-examination. For Derivation of Allowable Design Values for G-P Lam information on the current status of this report,consult LVL,dated June,1994,signed and sealed by Richard the ICC-ES website. D. Graham, P.E. 6.10 Creep Rupture Testing Report on G-P Lam LVL, prepared by Joseph H. Kaiserlik of Georgia-Pacific, conducted by Walter Boyles of Timber Products Inspection,dated August 1995. 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 Fc-L 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 1 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 Fc _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)"9. 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 lVood 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 for° Corp.' a Dear Mr. Madani: This is to certify in accordance with Section 913-72.110(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 D-apawood.org 7011 South 19th Street,Tacoma,WA 98466 Phone: (253)565-6600• Fax: (253)565-7265• Internet Address: http://www.apawood.org ES LEGACY REPORT NER-707 Reissued May 1,2005 TM ICC Evaluation Service, Inc. Businesa/Regional Office■5360 Worknan Mill Road,Whittier,Caffomia90601 ■(562)699-0543 www.icc-es.org Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213 ■(205)599-9800 Regional Office■4051 West Flossmoor Road,Country Club Hills,Illinois 60478■(708)799-2305 Legacy report on the 2000 International Building Code®, the 2000 International Residential Code m the 2002 Accumulative Supplement to the International CodesT"; the 1999 Standard Building Code°, the BOCA® National Building Code/1999,the 1997 Uniform Building Code" DIVISION 06—WOOD AND PLASTIC At the time of fabrication, all lumber and OSB used has a Section 06170—Prefabricated Structural Wood moisture content not exceeding 19%. Adhesives used in all ��ORQIA�+R/#CdFIC C(iRPORATION° gluing operations meet the requirements of ASTM D 2559. ; 310 CYPRESS ROAD Joist series and sizes included in this report are shown in OCALA, FLORIDA 34472 Figure 1. Section design properties of the WI 40,WI 60,WI (352)680-1500 80,WI 80A, and WI 85 Series joists are shown in Tables 1 www.gp.com/build/index.aspx and 2 at the end of this report. 1.0 SUBJECT In addition to structural properties,this report includes a fire resistance evaluation of Georgia-Pacific WI Series joists as Wood I Beam& WI Series Joist: components of 1-Hour fire rated floor-ceiling or roof-ceiling WI 40,WI 60,WI 80,WI 80A, and WI 85 joists assemblies. See details under Section 4 of this report. 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 4.0 INSTALLATION 2.1 Structural 4.1 General 2.2 Fire Resistance Installation of Georgia Pacific's WI Series joists shall be in 3.0 DESCRIPTION accordance with the manufacturer's published installation instructions and this report. Should there be any conflicts Georgia-Pacific Corporation's pre-fabricated,oriented strand between the manufacturer's instructions and this report,the board(OSB)web I-joists are made by bonding lumber flanges conditions set forth in this report shall govern. to OSB webs with a waterproof glue. The flanges for the WI 40 Series joists are fabricated from nominal 2 x 3,proprietary 4.2 Section Properties 1650f-1.5E MSR lumber. The flanges for the WI 60 Series joists are fabricated from nominal 2 x 3, 2100f-1.8E MSR Tables 3 and 4 of this report contain allowable spans for WI lumber. The flanges for the WI 80 Series joists (117/8 to 16 40,WI 60,WI 80,WI 80A,and WI 85 Series floor joists for inches deep) and WI 80A Series joists (18 and 20 inches use in residential applications. For applications not covered deep) are fabricated from nominal 2 x 4, 2100f-1.8E MSR by this report design shall be based on engineering analysis lumber. The flanges for the WI 80A Series joists (91/2 to 16 using the design properties noted in Tables 1 and 2. inches deep),WI 80 Series joists (18 and 20 inches deep), and WI 85 Series joists are fabricated from nominal 2 x 4 Design loads for WI Series joists, rafters,and headers shall visually graded Dense Select Structural(DSS)Southern Pine be determined in accordance with the requirements of the lumber. The webs for the WI 40,W160,WI 80,and WI 80A applicable Code and deflections under design load conditions Series joists are fabricated from 3/8 inch(9.5 mm)thick OSB shall not exceed those noted in the applicable Code. proprietary web stock. The webs for the WI 85 Series joists Allowable load/spans ans shall be as noted in Tables 3 and 4 of are fabricated from /82 inch(15.1 mm)thick rated sheathing this report, as applicable, or determined from calculations (40/20)Exposure 1 OSB conforming to US Product Standard PS-2. based on Tables 1 and 2. The flanges receive 2 or 3 saw kerfs for web thicknesses of 4.3 Web Holes 3/8 inch (9.5 mm)and 19/32 inch (15.1 mm) respectively. The resulting OSB splines are inserted into the flange grooves Figure 2 of this report outlines rules concerning placement of and glued. The OSB webs are installed with the face flakes holes in the web of WI 40,WI 60,WI 80,and WI 80A Series oriented in the vertical direction. Abutting webs are joined joists. The effect of holes in the webs of the WI 85 Series with a glued, modified tongue and groove joint. Finger joints joists has not been evaluated by this report. Rules are are used to fabricate flanges, with appropriate testing to applicable only for joists designed using the allowable insure full tension capacity of the mated lumber. load/span tables in this report. For other design conditions, contact BlueLinx Technical Services (800/839-2588) for assistance. 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 an endorsement o the subject o the report or a recommendation or its use.There is no warranty b ICC Evaluation Service,Inc., f ) f p f ty y express or implied,as to any finding or other matter in this report,or as to any product covered by the report. IIIN�. Copyright 0 2005 Page 1 of 15 Page 2 of 15 NER-707 Except when cutting to length (or for birdsmouth bearing at 4.8 Bracing the lower end of a rafter), FLANGES SHALL NOT BE CUT. Continuous lateral support of the top(compression flange)of 4.4 Bearing Stiffeners the WI Series joists shall be provided using diaphragm sheathing attached to the top flange in accordance with the Field-installed bearing stiffeners are required on both sides of requirements of the code or other equivalent means. the webs at: Additionally, the joist ends shall be restrained to prevent • end reactions of joists when needed to meet the rollover and lateral support is required at the intermediate allowable reaction requirements of Tables 1 and 2 supports of multiple span joists. • ends of joists placed in"U"type hangers if the sides of the hanger do not laterally support the top flange. Bridging is not required in WI Series joist floor and roof • birdsmouth cuts applications. However, bracing is required during joist • hangers with side nailing installation and construction. Bearing stiffeners shall consist of nominal 2 by 4's 4.9 Fire Resistance (construction grade or better) oriented vertically or any combination of 3/6, 1/2, 5/6, or 3/4 inch (9.5, 12.7, 15.9, or 19.1 Based on fire resistance tests conducted in accordance with mm)thick plywood(sheating grade meeting PS1 or PS2)25/16 ASTM E 119 and related studies, three floor-ceiling inches(58.7 mm)wide for WI 40 and WI 60 Series joists,and assemblies containing Georgia-Pacific's WI Series joists as 31/2 inches(88.9)wide for WI 80,WI 80A, and WI 85 Series components of the assemblies are listed by this report. The joists so that the stiffener is flush with the outside edge of the assemblies shown in Figures 5, 6, and 7 at the end of this flange. Plywood stiffener face grain is to be oriented report are assigned a ONE HOUR fire resistance rating. vertically. The stiffeners are placed against the bottom flange and a'/4 inch(+/-)(6.4 mm)gap shall be left between the top 5.0 IDENTIFICATION flange and each stiffener (stiffeners must not be wedged between flanges). Bearing stiffeners at birdsmouth cuts shall All Georgia-Pacific WI Series joists indicated in this report be beveled to match roof slope. The stiffeners shall be free shall be identified by a stamp containing date of manufacture, of splits or gross defects and shall be fastened with 12d the manufacturer's name and plant number,the product trade common nails (10d common nails for WI 40 and WI 60 name,the flange species/grade,the number of this evaluation series) as shown in Figure 3 of this report. Nails may be report,and the name and trademark of the quality assurance driven from either side and must be clinched where possible, agency(APA-Engineered Wood Systems). The nails shall be staggered to prevent excessive splitting of the stiffener. 6.0 EVIDENCE SUBMITTED 4.5 Web Stiffeners 6.1 Manufacturer's descriptive literature and published installation instructions. Field-installed web stiffeners are required on WI Series joists at locations of concentrated loads greater than the lesser of 6.2 Reports on mechanical and physical property tests on the allowable shear or 1,500 pounds. Concentrated loads WI 40 &WI 80 Series I-joist conducted by Georgia- shall be applied only to the top of the top flange,except that Pacific Corporation and witnessed by APA: loads not exceeding 350 Ib (1.5 kN) may be applied • Shear, End Reaction and Intermediate Reaction symmetrically to the top of the bottom flange over a distance properties, ELP Report No. 0928-00, dated of not less than 12 inches(300 mm). Web stiffeners shall be September 28, 2000 and revised February 4, 2004, installed as noted above for bearing stiffeners,except the 1/4 signed and sealed by Joseph H. Kaiserlik, P.E. inch (+/-) (6.4 mm) gap shall be left between the bottom • Flexural and creep properties, ELP Report No. flange and each stiffener. 0719-00,dated July 19,2000 and revised February 1, 2001,signed by Joseph H.Kaiserlik, P.E. 4.6 Bearing Lengths • Shear performance with web holes, ELP Report No.0614-00,dated June 14,2000 and revised July 2, End bearings of WI Series joists shall be at least 13/4 inches 2002,signed by Joseph H. Kaiserlik, P.E. (38.1 mm)in length. Joists used in fire rated assemblies as • Vertical load-carrying capacity(WI 40 Series Only), outlined in this report are required to have at least 2 inches ELP Report No.0609-00,dated June 9,2000,signed (50.8 mm) of bearing. Increased bearing lengths shall be by Joseph H. Kaiserlik, P.E. provided to increase the allowable reaction capacity when necessary to meet the requirements of Tables 1 and 2. 6.3 Reports on mechanical and physical property tests on WIF Series kjoist conducted by Georgia-Pacific Intermediate bearings on multiple span joists shall be at least Corporation and witnessed by APA: 31/2 inches (88.9 mm) in length. Increased bearing lengths • Shear, End Reaction and Intermediate Reaction shall be provided to increase the allowable reaction capacity properties, ELP Report No. 0513-99, dated May 13, when necessary to meet the requirements of Tables 1 and 2. 1999 and revised February 1,2001,signed by Joseph H. Kaiserlik, P.E. 4.7 Blocking Panels • Flexural properties, ELP Report No. 0315-99, dated March 15, 1999 and revised February 1,2001, WI Series joists located under bearing walls that run signed by Joseph H. Kaiserlik, P.E. perpendicular to the joists shall have full-depth blocking • Shear performance with web holes, ELP Report panels,rim joist,or squash block members to transfer gravity No.0319-99,dated March 19, 1999 and revised July loads from above the wall to the wall or foundation below(see 8,2002,signed by Joseph H. Kaiserlik, P.E. Figure 4 for load transfer methods). The maximum vertical • Vertical load-carrying capacity, ELP Report No. load permitted with these details is 2000 plf (29,186 N/m), 0505-99, dated May 5, 1999, and revised July 8, except that the FiberStrongTM option of Detail F5 may be used 2002,signed by Joseph H. Kaiserlik, P.E. where the applied vertical load does not exceed 5700 plf (83,181 N/m). Floor to wall and diaphragm connection details are beyond the scope of this report. Page 3 of 15 NER-707 6.4 Qualification Test Reports on Finger-Jointed Flange 7.0 CONDITIONS OF USE stock,conducted by Georgia-Pacific Corporation and witnessed by APA: The ICC-ES Subcommittee for the National Evaluation e Test data summary and analysis of Ocala Plant Service finds that Georgia-Pacific's WI Series joists are an 2100f, 2x4 finger-jointed flange - SPF, ELP Report alternative material to that specified in the 2000 International No. 1012-99, dated October 12, 1999, signed by Building Code®, the 2000 International Residential CodeTm Joseph H. Kaiserlik, P.E.; the 2002 Accumulative Supplement to the International • Test data summary and analysis for Maboco finger- CodesTm, the 1999 Standard Building Code®, the BOC9 jointed flange-SPF,2100f,ELP Report No.0820-98, National Building Code/1999, the 1997 Uniform Building dated August 20, 1998 and revised July 5, 2002, Coder",subject to the following conditions: signed by Joseph H. Kaiserlik, P.E.; • Test data summary and analysis of Ocala Plant 7.1 Design calculations and details for specific Dense Select Structural (DSS), 2x4 finger-jointed applications shall be furnished to the code official flange-Southern Yellow Pine,ELP Report No. 1013- verifying compliance with this report and the 99, dated October 13, 1999, signed by Joseph H. applicable code. The individual preparing such Kaiserlik, P.E.; documents shall possess the necessary credentials • Test data summary and analysis of CFL Structure regarding competency and qualifications as required Inc. finger-jointed flange - Proprietary 1650f-1.5E, by the applicable code and the professional SPF, ELP Report No. 0830-01, dated August 30, registration laws of the state where the construction is 2001,signed by Joseph H. Kaiserlik, P.E.; undertaken. • Test data summary and analysis of Tembec LaSarre,Inc..finger-jointed flange-Proprietary 1650f- 7.2 The manufacturer's published installation instructions 1.5E, SPF, ELP Report No. 0921-01, dated and this report shall be strictly adhered to. Design September 21,2001,signed by Joseph H. Kaiserlik, loads for WI Series joists shall be determined in P.E. accordance with the requirements of the applicable code. Deflections under design load conditions shall 6.5 WI 40 and 80 Series Joist Qualification — Raw Test not exceed those noted in the applicable code. Data,Volumes I, II, III, IV and V. 7.3 At the time of fabrication, all lumber and OSB used 6.6 W IF Series Joist(OSB Web)Qualification—Raw Test must have a moisture content not exceeding 19%. In Data,Volumes I, 11, III, IV and V. service moisture content of the joist and header components shall not exceed 16%. 6.7 Quality Control Manual and Inspection Procedures, dated January 19,2004 Revision 2A. 7.4 WI Series joists shall be installed such that loads are applied parallel to the web and no concentrated loads 6.8 Manufacturer's load/span tables and accompanying are applied to the bottom flange(except as permitted sample calculations, signed and sealed by J. H. for joists as noted in Section 4.5 of this report). Kaiserlik, P.E. 7.5 WI Series joist flanges shall not be cut, drilled or 6.9 Reports of tests conducted in accordance with ASTM notched except when cutting the beams to length or E 119, prepared by Warnock Hersey International, for providing birdsmouth bearings at the lower end of Inc.,signed by Harold J. Risler: a rafter. • Report No. WHI-651-0311.1, dated and tested February 9, 1990, revised July 20, 1990. 7.6 Georgia-Pacific Corporation's facilities shall be available during regular working hours to the ICC-ES 6.10 Report concerning the Calculation of a 1-Hour Fire for inspection. Endurance Assembly using 2-layers of Type C Gypsum Wallboard Attached to Resilient Channels, 7.7 This report is subject to periodic re-examination. For prepared by Qualtim,dated August 15, 1994,revised information on the current status of this report,contact July 29,1999,revised November 11,2001 signed and the ICC-ES. sealed by Kirk H.Grundahl, P.E. 6.11 Report concerning the Calculation of a 1-Hour Fire Endurance Assembly using 2-layers of Y2" Type C Gypsum Wallboard Directly Attached to I-joists, prepared by Qualtim,dated August 15, 1994,revised July 29,1999,revised November 11,2001 signed and sealed by Kirk H.Grundahl, P.E. 6.12 Manufacturer's web hole charts and accompanying sample calculations,dated April 25,2003,signed and sealed by Richard D.Graham, P.E. Page 4 of 15 NER-707 Figure 1 - WI Series Joist Details b WI 40 b= 2-1/2" h i i4 t t= 3/81" d= 1-1/2" I h= 9-1/2", 11-7/8 1411, 16" WI 60 b= 2-1/2"" t= 3/8" d= 1-1/2" _- h=9-1/2", 11-7/8", 14", 16" _! W1 80 W180A b=3-112" b= 3-1/2" t= 3/81" t= 3/8" _ d= 1-1/2" d= 1-1/2" ---1 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= I 1-1/4", 22" and 24" Detail Nates: 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 - Hale Chart W10 Series Joist Round Hole Chart for Residential Construction i i I See value9I I See note I See Val FW 1ue9 in tabletA in table 41 Chart 1 - Minimum Distance From Inside Face of Support to Nearest Edge of Round Hole Round Hole Diameter Series Depth 2" 3" 4" 1 5" 6'/;' 7" 8" 8-%' 10" 10%" 12" 123W 14" 143W 16" 9-1/2" 0"-6" 1'-0" 2'-3" 3'-9" 5'-6" 11-7/8"� 0'_6"" 01-61 0'_g"" 2"-0"" 31-91- 4'-9"" 6"_3"" 7"_31' WI40 14„ 0'-6" 0"-6", 0'-9" 1._0" 2"_0" 2'_9" 4"4" 5"_0" 7"_3" 9,-0", 16" 0'-6" 0'-6" 0"-9" 1'-0" 1'-0" 1'-0" 2'-3" 3'-0" 5'-0" 6-0" 8'4" 10'4" 9-1/2" 1'-0" 2-3" 3'-6" 5'-0" 7"-0" 11- 0"_6"" 1"_3"" 2'-T 3"_9"" 5"-"" 6'-6"" 8"_3"" 9"_31' WI 60 14" 0'-6" 0'-6" 0'4" 1'-9'" 3'-3" 4'-3'" 6'-0" 7'4" 9'-9" 11'-3"' 16" 0"-6" 0'-6" 0'-9" 1'-0" 1'-0" 2'-0" 3'-9" 4'-9" T-3"' 8'-6" 11'-3" 13'-3" 11-7/8" 1'-3'" 2'-6" 3'-9" 6-3" 7'-U' 6-3" 9'-9" 101-91, 144" a,_6,, 1,_0„ 2-a' 3%6' 6-0„ 6-0" T-9" 9.:0„ 11,_9" 13'-0". W18016" 0'-6." a,_6". a"_g" 1'-6" 3"_3.. 44' 6-3" 7'-3" 9'-9" 1T_3." 13-9", 16._31, 18" 0'-6" 1'-0" 2'-0" 3-3" 4'-9" 6-9" T-0" T-9" 9'-9" 10'-9" 12-9 14_3"• 16'-6" 18-3 20" 0'-6" 1'-0" 2-0" 3"-3" 4'-6'" 6-6" 6-6" 7'-3" 9"-0" 10'-0" 11•_9,• 13'-0" 16-3,• 16_6„ 19_3'• 9-1/2" 2'-0" 3'-6" 4'-g" 6'-3" 8'-3" 11-7/8" 1'-6" 2'-9" 4'-0" 5'-6" T-3'" 8'-6" 10'-0" 11'-0" W1 80A 14" 1"-0" 2"-3"' 3'-6" 4'-9" '-6" 7'-6" 9'-0" 10'-0'" 12'-3'" 13"-3"" 16"' 0'-6"" 1'-0" 2'-3"" 3'-6'" 5'-3" 6"-3"' T-9"" 8'-6" 10'-6" 11"-9" 14'-0"" 15'-6"" 18'" 0'-6"" 0'-6" 1'-6" 2"-9" 4'-3" 5'-0" 6'-3" 7"-3"" 9'-0" 10"_0"" 12' 3" 13'-9"" 16'-0"" 20" 0"-6" 0`-6" 1'-3" 2'-6" 3'-9" 4'-9" 5'-9"" 6'-6" 8"-3" 9'-3'" 10'-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 1-joists, 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. A Page 6 of 15 NER-707 Figure 2 - Hale Chart (continued) W11D Series Joist duct Chase Chart for Residential Construction Leave 1/3" web between Duct Chase duct chase and Flange Width See values Seg values in table in table Chart 2- Minimum Distance from Inside Face of Any Support to Nearest Edge of Duct Chase Hole Duct Chase Width Sedes Depth 8" 10" 12" 141' 16" 18" 20" 22" 24" 9-1/2" 3'-0" 3'-6" 3'-6" 4'-0" 4'-6" 4'-6" W1 40 11-7/8" 4"-6" 4'-6" 5'-0" 5'-6" 5'-6" 6'-0" 14" 5'-6" 51-6'1 6"-011 6-61' 7"-0" 7"_01" 16" 6'-6" 6'-T 7"-0" 7'-6" 8'-0" 8'-6" 9-1/2" 2'-6 3"-0", T-6" 4"-0" 4"-0" 4"-6", 11-7/8" 4'-6" 5'-0" 5'-0" 5'-61" 6"-01" 6"-61" W1 60 14" 6-0" 6'-6'" 6-6" T-0" 7'-6" 8'-0" 16" T-6° T-6" 8'-01" 81-61" 9"-01" 9'-6" 11-7/8" 5"-0 5'-0" 5'-6" 6'-01, 6'-6" T-0," T-6" 8'-0" 8'-15" , 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" 9'4" 10'-0" 10'-6" 11"-0" 12'-0a" 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'-64' 3'-0" 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" VVI 80A 14" 5'-61; 6"-044 6'-6" T-0"" 7"-61 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" 1 13'-6" 14'-6" 15'-01' Page 7 of 15 NER-707 Figure 2 - Hole Chart (continued) Hole Spacing Minimum distance between duct chase and round holes. D Duct. Chase 10 Duct Chase Minimum spacing Width equals the greaser of 2x duct chose- width hosewidth or 2xD Hole Spacing (con't) Minimum distance edge to edge between round holes. t t _ �C Page 8 of 15 NER-707 Figure 3 Bearing and Webs Stiffeners Bearing stiffeners shall be installed flush with the bottom flange while web stiffeners shall be installed flush with the top flange. Gap(114"+1-) 1 k ! Y se. 2+/-" n. Clinch nails when possible Use 10d nails for WI 40 and 60; 12d for Wl 80, WI 80A and Wl 85, 11-1/4" (12d common or 16d sinkers for WI 85, 22" and 24" deep l joist) -�w -For 9-1/2" to 16" deep 1-joist,use 3 nails staggered as shown above -For 18"to 24" deep 1-joist use 3 nails staggered from each side to minimize splitting either stiffener. Page 9 of 15 N E R-707 Figure 4—Load Transfer Methods Detail F2 and F3:WI 40,WI 60 and WI 80(9-1/2"-16")max.vertical load transfer is 2000 pif,WI 80(18"and 20")is 1750 plf and WI 85 is 3350 pif. F2 BLOCKING PANEL, EXTERIOR Fg WOOD I BEAM RIM JOIST Vertical load transfer 2000 plf max. Vertical load transfer=2000 plf max. Wood I Beam" Backer Blocks*_ rim joist Joist Jolsioepth Material Deplh Wood I Beam' 4oandsu a-trx.n-na' 172'.12" u-1f a-sra blocking panel Saws �14'.is° tr2,+I:2" ,o-a 4'12-314 Wl eo ii-7!0".14',10" 1-`V2"nal 0-5.8'.10-374',123+4- 'eklck most be long 090gh to p¢rmit npiling wafloul Spiriting. Saakor depth la equal lom depth minus 0-trV _ „c hP Forsiding use backers �. t block Minimum 1-3/4" joist bearing at wall 8d nails at 6"o.c.(or per Bida design professional's specs., de nails roat e io l's per but complying with Installation design professional's specs., Note below) Toenail rim joist to top but complying with instal- flange of joist with 10d nail lation Note below) F4 SQUASH BLOCKS& SINGLE RIM F5 FIBERSTRONG'RIM BOARD CLOSURE Vertical load transfer=2000 pit Vertical load transfer=5700 plf max.along load bearing wall (850 plf for starter joist based on bearing stress of 390 psi without blocking') 23/32"48/24 APA- k ' rated sheathing Optional blocking or Squash Blocks FiberStrong (2x4 minimum) rim board at 24 o 3 1 Y •. tT ,q � I411� ; t`n k el rl''S�� 1/16" Bid nails 1/2" Siding 8d nail top and Sheathing bottom flange See detail F7 for blocking requirements. G-P FiberStrong:, (3)8d 8d nails at 6"on center Check local building code for appropriate detail In areas of high lateral load, rim board nail corners toe-nail to plate,typical F7 BLOCKING PANELS USED FOR BRACING INSTALLATION NOTE Single layer 3/4"rated sheathing(plywood or When nailing sheathing to top flange,follow sheathing manufac- OSB)rim provides 1000 pif vertical load turer's nailing recommendations,but maintain spacing in the transfer(two layers=2000 plf),3/4" ranges shown below: plywood or OSB rim allowed only with joist depths up to 11-7/8"unless Nail Spacing Requirements _ used with 2 x 4 min.squash 40 and 60 Series and WI 80 and 85 blocks as shown in Nail Size detail F4. Min. Max, 8d,10d,12d 4" 24" NOTES: 1.Box or common nails,size 8d,10d,or 12d: Blocking panels installed Space no closer than 4"o.c.No farther than 24"o,c. for a minimum of 4'at each 2.If more than one row of nails is required,rows must be offset building corner and at least 4' by at least 3/4"and staggered. every 25'of wall length.Use 3.Do not use nails larger than 12d commons when attaching 8d nails at 6"o.c, sheathing to flanges of Wood I Beam joists. 4.14 gauge staples may be substituted for 8d nails if staples Check local building code for appropriate detail in areas of high lateral load. penetrate the joist at feast 1'; Note: 1.To convert Inches to rnm,multiply by 25.4 2.To convert lbs.to N,mu It+ply by 4.448 3.To convert pit to PUm,multiply by 14.594 Page 10 of 15 NER-707 Figure 5 - ONE HOUR Fire Rated Floor/Ceiling Assembly l _ „a.....Jr/''171i7JJJJJIJ7J�"Jllfl��Li'7JJIl/JJrr>• /I. ��IJJ�l1I T J 1 4 1 ia LL _LJ 4 7 1. Topping(Optional)-Lightweight concrete,maximum density 110 pcf(1760 kg/m3),minimum compressive strength 3000 psi(20.7 MPa)or proprietary gypsum/cement/sand topping,maximum density 100 pcf(1600 kg/m3),minimum compressive strength 1000 psi � .9 MPa). Minimum topping thickness for lightweight concrete is V/2 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-l--F oor 5-ply plywood, Exposure 1,tongue and groove, installed perpendicular to the W I 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, /4 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 5/8 inch (15.9 mm) thick Georgia-Pacific rated StrdFI oor 5-ply, perpendicular to the W I Series joists with end joints centered over thttoflanges ood of the joistue and s and staggered.Exposure The installed is nailed and glued with construction adhesive. The construction adhesive is applied to the top flaes of the W I Sees joists using a single zig-zag, /4 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 W I Series joist. 4. Mineral Wool- 11/2 inch(38.1 mm)thick,2.5 pcf(40 kg/m3)Thermafiber, is cut 201/2 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,23/4 inches(70 mm)wide (face is 11/4 inches[31.8 mm]wide and each flange is V,inches[12.7 mm]wide) x 7/8 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 W I Series joists with two 15/8 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 11/8 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. NER-707 Page 11 of 15 Figure 6 - ONE HOUR Fire Rated Floor/Ceiling Assembly 2 24" ox, max. i 0 0 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 It(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,W160,WI 80,W180A,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 1/2 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 Y,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'/,inch(12.7 mm)thick layer of Type C gypsum wallboard is attached directly through the first layer of gypsum wallboard into the I-joists with 17/e 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'/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 Hardi 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. NER-707 Page 12 of 15 Figure 7 - ONE HOUR Fire Rated Floor/Ceiling Assembly o.c max. ( CA) A 1. 1,G3 1,b } 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/,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 ata maximum of 24 inches(610 mm)o.c. Holes maybe 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 21/2 inches(63.5 mm)wide at the base,1'/2 inches(38.1 mm)wide at the face and'/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 17/3 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 1/,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�/3 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 /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'/2 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'/2 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 Hardi 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. NER-707 Page 13 of 15 Table 1-Wood I-Beam WI Series Joist Design Properties 1's Allowable Reactions" LI Moment' Shcor F--nd 5 Intermediate C 1-3)4"tar A th. 4"Rre.Lath. '�1-1/2"By ��L th. 5-1/4"Brg.1--th. 10 ft-lbs Depth WI Series Joist Stiffeners ljr stiffener~ Br,.Sti(Teners Ili— Stillener 1650f-1.5 E 1650f-1.5 F, Br,.St No Yes No Yes No Yes No Yes (X )O`' (ft-lbs) bs) (tbs.) (lb;,) Ohs.) (1bs-) 11h WI 40-9.5" 193 2,765 1,2GCI lJ 10 2,350 -1 1. ­­ -- 11,412 WI 40.11.875" 330 3,585 1,460 1,225 2.575 2.645 2.720 3,175 0.515 W140-14" 482 4,315 1.715 1.250 1.715 - 2.610 1 2.790 1 2.830 3.200 0.607 W140-16" 657 5,005 1990 1.235 1.500 1.675 1.990 2,650 2.935 2.950 3.225 ()693 -1650f-1.5E flanges use a proprietary set of design values 3 Table 2-Wood I-Beam WI Series Joist Design Properties '' Allowable Reactions'' LI Moment- Shear End 5 Intermediate C WI Series Joist- 1-314"Br ,L th. 4"Br .1. th. 3-1/2"Br ,1, th. 5-1/4"Br .I. th. 00"ft-lbs Depth DSS -1.81: 1 OOf- DSS 21001' Ili- .Stiffeners Ilm.Stiffener.- Br .Stiffeners Brg.Stiffeners /inch) Io Yes No Yes 1.$17 NaNo Yes es X in.2 (lbs.) (tbs.) (lbs.) (I -lbs) (ft- S) {lbs.)hs.) (tbs.) (Ibs.) I_60-9.5", 231 3.8o5 1:210 1 110 1.211) - 2.375 2,b45 2,6110 3.175 0.412 Wf 60-.71-1.875" 396 4.930 1.495 1.230 1,495 - 2.590 2.745 2.740 3.200 OSIS 2.860 3,225 1 0,607 5.935 1�740 WI 60-14" 584 335:1�1�340 2,625 -?,845 1000 1 1 345 1 1 5751 1.6 . 1 1 )80 3,250 1 0691 WI 60-16" 799 L(i75 75 2000- F WI 80-11.875" 547 6,975 1,555 1 1.290 - 1.555 2,880 4.025 3.475 4.085 0.515 8.400 - 0 3,040 4225 3.575 4.475 1 0.607 35 WI 80-14" 802 1,900 l_"1 1,80 3,675 4, Wl 80-W, L092 9,740 2,060 1.3145 1�770 1.710 2,060 - 93 WI 8OA-ig" 1.430 0,930 2.200 2.000 --.2.200 4 4 _L 07 7121 6" �3200 4,42�01 .6� 02.72'12 0 )2 OL �_2 0 '2 PW:1E(:)A.I r IA. .�67 WI SOA-20" 1.820 12,095 2,280 0)21 ?280 Ot WI80A-9,5" 337 - 5.635 1270 1.185 1 150 7 3.650 3.900 0,412 '0 4.200 W I 8OA-1 1,875 7.305 1.555 1 1.305 1 1,555 1 1 -1 61() 4225 0.515 WI 80A-14" 842 1.800 OW 4A 0.60700 3.650 4,475 O7 1.800 1.410 3,75() 4.725 0.693 W180A-16"" 1.148 ji 0,205 2,060 1.505 1.770 1.710 1 206 W(WWI 1.507 11,610 2.200 - 2,000 - 1 2,2005M0 0780--- W1 80-20" 1970 13.015 2.280 - 2.2251 - 2.280 - 5.075 - 5A00T 0,867 4 504 6.780 1,675 1,480 1,520 1.600 1.675 3.2910) 4.100 3.340 4.125 0.649 W1 85-11.25 ) - 5 395 1.236 WI 85-22" 2.419 �14.230 2.640 2.300 2.640 - 0 15. 5 5.640 5,750 WI 85-24" 2.962 15.6t15 - 2.825 2.375 2.825 4V 1.340 T-f)SS Select Structural)is Southern Yellow Pine vt--Unitbrm loud(lbs/foot) Approximate deflection(inches)from uniform load= 22.5 wL 4 + %N,La L=Effective-,;pan(feet) El C LI=Moduhis of elasticity times moment of inertia 16 I)Li C=Sticar detlection coefficient Approximate denection(inches)at center span from concentrated load 11-Concentrated load(lbs) la C Constants have been adjusted to maintain unit consistence. Notes to Tables 1 and 2. 1.Design properties are for dry conditions or 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 ror normal duration loading. Adiustinents for other dut-Ations shall be in accordance with AF&PA NDS-2001 or with the code. 4.For WI 85. 11-1/4".use 1465 pounds for allowable end reaction design l't I-112"hearing length. 5,Interpolation of the end reaction bet%%cen 1-3/4"and 4"bearing is permitted. 6.Reactions may be further limited by the allowable bearing stress on the supporting member. Page 14 of 15 NER-707 Table 3 - Allowable Floor Spans for Wl 40 and W160 Joists Georgia•Pacific 'i 1313DIBE M� WIC 40 and 60 Series Joists - Residential Floor Spans 40 psf Live Load + 10 psf Dead Load, L/480 Simple Span --l—multiple Span Series Depth 12"' oc 16" oc 19.2'" oc --24-7--oc 12" oc 16" oc [19.2" oc 24" oc W140 9-112" 18'-00" 16'-06" 15'-07" 14'-07" 19'-08'" 18'-00" 16'-05" 14'-08" W140 11-7/8" 21'-06" 19'-08" 18'-07" 16"-09" 23'-06" 20'-06" 18'-09" 16'-09" W14C? 14` 24"-04" 22'-03" 20'-08" 18'-05" 26'-01" 22'-06" 20'-07" 18'-04" W140 16" 27'-00" 24'-04" 22'-03" 19'-10" 28'-01" 24'-03" 22'-02 19'-09" 40 nsf Live Load + 10 psf Dead Load, L/480 Simple Span Multiple Span k60 pth 12" oc 16" oc 19.2" oc 24" oc 12" oc 16" oc 19.2" oc 24" oc 12" 19'-00" 17'-04" 7/8" 22'-08" 20'-08" 19'-06" 18'-03"' ' 24'-09" 22'•08" 21'-05" 19'-OS" W160 1 14 25-09" 11 23'-06" 1 22'-02" Wi 60 16" 28'-07" 26`-01" 24'-07" 22'-11" 31'-04" 28-06" 26'-00" 21'-02" Span Tables 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 0480 live load 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-I-Floor of minimum thickness 19/32" (40/20 or 20" oc)for joist spaced 19.2" or less or 23/32" (48124 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 1-314". Minimum intermediate bearing length is 3 7. End spans of multiple-span joists must be at least 40% of adjacent spans. B. For loading other than that shown above determine allowable span based on calculations using design values in Tables 1 and 2. Page 15 of 15 NER-707 Table 4 - Allowable Floor Spans for W180, W1 80A and W1 85 Joists Georgia-Pacific - W a0I1=8�/�lM� WV" 80, 80A and 85 Series Joists - Residential Floor Spans ' 40 Psf Live Load + 12 psf Dead Load, L/4801'' Simple Span Multiple Span Series Depth 12" oc 16" oc 19.2" oc 24" oc 12" oc 1 16" oc 19.2" oc 24" oc W180 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" 22'-07" 31'-00" 28'-03" 26'-08" 23'-02" WI80 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" 32'-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 sf 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 Wl80A 9-112" 21'-02" 19'-04" 18'-02" 1 16'-11" 23'-02" 21'-02" 19'-11" 18`-07" W180A 11-7/8" 25'-03" 23'-00" 21'-08" 20'-02" 27'-08" 25'-03" 23'-09" 22'-02" W180A 14" 28'-08" 26'-02" 24'-07" 22'-11" 31'-05" 28"-08 27'-00" 25'-02" W1 80A 16" 31'10" 29'-00" 27'-04" 25'-05" 34'-10" 31'-09" 29'-11" 27'106" W1 SOA 1S" 34'-03" 31'-Q3" 29'-05" 27"-05" 37'-07'" 34'-03" 32'-02" 28'-Q9'" W1 80A 1 20" 37'-02" 33'-10"' 3V-1 1" 29'-08" 40'-09" 37'-01" 33'-11" 30'-03" 40 psf Live Load + 12 psf Dead Load, L/480''' Simple Span I Multiple Span Series Depth 12"oc 1 16" oc 19.2" oc 1 24" oc 1 12" oc 16" oc 19.2" oc 24"oc WI 85 11-1/4" 24'-04'" 22'-03'" 21'-00" 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'-.04' WI 85 24" 43'-10 40'-00" 37'-08" 34'-Q6" 48'-0Q" 42'-Q3" 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 load deflection(one-third stiffer than required by code). 3. 0480 deflection criteria is based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-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. A P A The Engineered Wood Association Borjen("B.J.")Yeh,Ph.D.,P.E. Director Technical Services Division August 2, 2005 Mohammed Madani Department of Community Affairs ° 2555 Shumard Oak Blvd. Tallahassee FL 32399-210P, �x�t�w Mr �° Pacific Corp. Re: Certification of Indep pl01 41."�� � 2,40 Dear Mr. Madani: � c ` t d tr ��� s This is to certify in accordan � ,� � � � ,� r� ���9 ,, � �, )artment of CommunityAffairs - Florida �� `' 3 ;�i Wood � }" r� `gid `k t 4,�t+,nlw' #b� v Association, as a FBC-certifie �� assurance � , e� r � �. it intend to agency (QUA2521) and valid acquire or will acquire a financi�; Furthermore, APA-The Engins € F} ociation which is not owned, operated, 04 t � � � � . `�, rtianta, Georgia. Please contact me if there are ani �� . .: �`rying this certification of independence. Sincerely, S� Borjen ("B.J.") Yeh, Ph.D., P.E. Director Technical Services Division E-mail: borjen.yeh .apawood.org 7011 South 19th Street,Tacoma,WA 98466 Phone: (253) 565-6600•Fax: (253)565-7265•Internet Address: http:/Iwww.apawood.org Engineered Lumber M WOOD B M� installation ui e W I D E M A T T E R S- ua de, insta aci- GmP LAM® with FiberGuard" FiberStrong, „v. k. I� ty # r 'I. WO 'All jV i i Engineered Lumber Installation Guide Build on the Safety Warnings strength of and Installation Notes . . . . . . . . . 2 Wood I BeamJoists engineered . . . . . . . . . . . . Floor Span Charts . . . . . . . . . . . . .3 Typical Framing . . . . . . . . . . . . . . .4 lumber. Floor Details . . . . . . . . . . . . . . . .5-8 Cantilever Details . . . . . . . . . . . . .9 Proper installation of Georgia-Pacific Plumbing Details . . . . . . . . . . . . .10 Engineered Lumber products is critical to 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® LUL Bearing Details . . . . . . . . . . . . . .16 Fastening Recommendations . . . . . . . . .17-18 Allowable Holes and Connectors . . . . . . . . . . . . . .19 T4 'a Aja The Georgia-Pacific family of engineered lumber products includes. •GP Wood I Beam"ioists •FiberStrong'rim board •G-P Lam®LVL t Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide System Performance The ultimate goal in the design of a floor or roof system is the end users safety and satisfaction. deflection between adjacent joists and increase load 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 loads 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 userto 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,U360(span/360)for a be plumb and anchored securely to supports before system sheathing is attached.Supports 30'span is 1"of deflection.U240 would be 1-1/2;'and U180 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 06"gap between joist and 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 little 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 1!480 versus the code partition walls running perpendicular to the joists.If a ceiling will not be attached to the minimum U360.A roof system with less total load deflection than the code required U180 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 U240. the bottom of the joists at midspen running from and wall to and 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 Spens 10 Multiple Spens Illustrations Iso•��a al 40 PSF Live Load+10 PSF Dead Load Improved Performance'(U480) rGPI Joist Spacing(Simple Span) Spacing(Multiple Span) Depth 12"D.c. 16"D.C. 191"D.C. 24"D.C. 12"D.C. 16"D.c. 191"D.C. 24"D.C. 9h" 17'-01" 15'07" 14'•09" 13'10 18'-01" 17'•01" 16'-02" 14'-05"1Pr4 20'-05" 18'•08 17'O8" 16'-O6" 22'-03" 20'-05" 18'-05' 16'-W' 9w, 18'-00" 16'-O6" 15'-07" 14'-O6" 19'-08" 18'-DQ" 16'-O6" 14'-0 11 W, 21'•06" 19'-08" 18'-07" 1 17'-01" 23'-06" 20'-10" 19'-00" 17'-00 14" 24'-04" 22'-03" 1 21'-DO" 118-11 26'-08' 23'-01" 21'-01" 14734" 23'-03" 21'-03' 20'-00" 18'-08' 25'-06" 23'-03" 21'-11" 20'-06" GPI 65 14" -26'-05" 24'-0T 22'-05' 21'-03' 29'-00" 26'-05" 25'-00" 20''08 16" 29'-04" 25'-05' I 25'-03" I Z3'-07" 32'•02" 29'-D4" I25'-11" 20'-08' 9W, 18'-00" 16'-06" 15'-D7" 1 14'-01" 19'•07" 17'-02" 15'08" 14'-W' WI 40 1174" 21'-O6" 19'07" 18'-02" 16'-03' 23'•00" 19'-11" 18'-02" 16'-0T 14" 24'-04" 22'-01" 20'-02" 1 18'-00' 25'-05" 1 22'-01" 20'-01" 18'-00' 1134" 22'-08" 20'-08' 19'-06" 18'-03' 24'-08" 22'-06" 21'-02" 19'-01" WI 60 14" 25'-05' 23,-w, 22'-02" 20'-09'_ 28'-01" 25'-07" 23'-08' 19'-05' 16" 28'-01" 26'-111" I 24'-07" I 23'•00" 31'-02" 28'-D1" I 24'-05' 19'-05' �163 '-11" 22'•08" 21'-04" 19'-11" 27'-01" 24'-08" 23-03 21'-DB" W180 '-03" 25'-05' 24'-03" 22'-08" 30'-10" 28'-00" 26'-05" '-04" 28'-O6" 26'-11" 25'•01" 34'-02" 31'-01" 29'-03 23'-11" 40 PSF Live Load+20 PSF Dead Load Improved Performance'(U480) Joist Spacing(Simple Span) Spacing(Multiple Span) Jost Depth 17'D.C. 16"D.C. 192"D.c. 24"o.c. 12"D.C. 16"o.c. 191"D.C. 24"D.C. GPI 17'-01" 15'-07" 14'-09" 13'-03' 18'-07" 16'-02" 14'-09" 13'-0T 1P4" 20'-05" 18'•08' 17'-02" 15'•04" 21'-08" 18'-05' 17-01" 15'-03' F9W, 18'-OD" 16'-06" 15'•01" 13'-06" 19'•01" 1 16'-06" 15'-00" 1 13'-05" GPI 40 1174" 21'-O6" 19'Ol" 17'•05" 15'•07" 22'-00" 19'-00" 17'-04" 15'-O6" 14" 24'-04" 21'-02" 19'-03" 1 17'•03' 24'-04" 1 21'-01" 19-03" 1T Ot" 11714" 23'-03" 21'-03' 20'-00" 18'-08' 25'-06" 1 23'-03" 21'-06" 17'-07' GPI 65 14" 26'-05" 24'-O7' 22'-D9" 21'-03' 29'-00" 25'-11" 21'•06" 17'-0T 16" 29'-04" 26'05' 25•03" 22'-03' 32'-02" 25'-11" 21'•06" 17'-0T 9h" 18'-00" 15'-05' 14'-04" 12'-10" 18'-01" 15'-08" 14'-03" 12'-05' WI 40 11734" 21'-00" 18'-02" 16'-07" 14'-10" 21'-00" 18'-07, 1 16'-O6" 14'-05' 14" 23'-04" ZO'-D7' 18'-05" 16'-05" 23'-03" 20'-01" 18'-04" 1fi'D4" 114" 22'-OB" 20'•08' 19'-06" 17'-05" 24'•08" 21'•04" 19'•05" 16'-05" WI 60 14 25'-05' Z3'-O6" 21'-08" 19'-04" 27'-O4" 23'-O8" 20'-07" 16'-05" 16" 26'-07" 25'05' 23'-06" 19'-10 29'-08' 24'-05' 20'•07" 16-05" 11734" 24'-11" 1 22'-08" 21'-04" 1 19'-11" 27'-01" 24'-08" 22'-09" 18'-02" WI 80 14" 28'-03" 25'05' 24'-03" 21'-02" 30'-10" 1 28'-00" 24'-11" 19'11" 16" 31'-D4" 28'-06" 26-06" 21'-07' 34'-02" 1 30'-0D" 24'-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"(48/24 or 24 oc)for a joist spacing of 24".Adhesive to U480 for better 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 load 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 U480 live load deflection.(One-third stifferthan 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 oc)for supplier. 3 Georgia-Pacific Corporation,September 2003 TO I I 11447 - • • - •TM Rl� 111 m Al \ Al p. Ali elS iii® VIII ii \ ASIli iw.. ® �`7 11 ., ► ail �� �_ ,,� � ! , ,. . .® ���� OOA Awt► i, 0 . rr , I ► �, i i ice., �� ® 1 ' '' � iiia • � ' I Engineered Lumber Installation Guide Floor Details F1 ATTACHMENT AT END BEARING F2 BLOCKING allodGr PANEL,EXTERIOR la. One 10d box or sinker nail each side at bearing, typical for all wood bearings. Wood I Beam" blocking panel ---►I I 13/4"minimum end bearing length p at all floor and roof details To avoid splitting flange,start nails at least 1.1/2"from and. 8d nails at 6"o.c.(or per design Drive nails at an angle to prevent splitting of hearing plate. professional's specs.,but complying with Installation Note D,page 2.) WOOD I BEAM"RIM JOIST O SQUASH BLOCKS&SINGLE RIM F3 Vertical load transfer=2000 plf max. F4 Vertical load transfer=2000 plf max. ,t slang load bearing well based on hearing 3 stress of 390 psi. a 23/32"48/24 APA* s ' rated sheathing Wood IBoom' rim joist t�.. Squash Blocks 5 (2x4 minimum) a Far siding use hacker black per F13. Minimum 1.3/4" joist bearing at wall 8d nails at 6"o.c.(or per 8d nails design professional's specs., but complying with Installation Note D,page 2.) Too-nail rim joistto 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. F5 F6 FIBERSTRONG®RIM CLOSURE AND DECK ATTACHMENT Vertical load transfer of rim board=4850 plf 2x_PT lodger attached with 1/2"diameter rShesthing�: through-bolts with Weather washers and nuts or 1/2" lag screws with a Optional blocking for nominal length of 4"or diaphragm nailing. mora.350M per bolt. trang® Bok/lag screw sppacing \\ to be determined by design vertical and lateral load.Lower Starter o fastener may alternately joist be located in wall plate. 2-4 galvanized Use high quality caulk to or stainless steel a fill holes and between washers for spacers. Y d nails spacers and flashing. / top and bottoo flange 1/2"sheathing with weather barrier Extend flashing n, below 2x_ GP FiberStrang® Metal flashing.Under weather ledger and rim boa rdbarrierattop,overweather over siding. GP FiberStrang® barrier at bottom rim board 3.8d nails 8d nails at 6"on center CAUTION:The lag screw should be inserted in a at corners toe-nail to plate,typical lead hale by turning with a wrench,not by driving with hammer.Over-torquing can significantly reduce the lateral resistance ofthe screw and therefore should he avoided. 5 Georgia-Pacific Corporation,September 2003 Engineered Lumber installation Guide Floor Details F] BLOCKING PANELS USED FOR BRACING F$ BEVEL CUT JOIST Do not bevel cut joist beyond inside face of support. Single layer 23/32"rated shaething(plywood or OSB) rim provides 1000 pif vertical load transfer(two layers--2000 plf).23/32"plywood or OSB rim allowed I only with joist depths up to 11.7/8"unless used a with 2 x 4 min.squash blocks as iAft shown in detail F4, I 1 f i Blocking panels installed for a minimum I of 4'at each building corner and at least 4'every 25'of wall length.Attach Note: Wood I Beam" to plate with Bd nails at 6"o.c. blocking or x-bridging required at bearing for lateral support. Check local building code for appropriate detail in areas of high lateral load. Check local building code for appropriate detail in areas of high lateral load. F9 BLOCKING PANEL,INTERIORF10 SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer=2000 pif max.along load bearing wall. Vertical load transfer=2000 pif max along load bearing wall. Load bearing well must stack over Load bearing wall must stack over squash blocks and wall or beam below.' blocking and wall or beam below.' When two joists meet over wall, provide 1-3/4"minimum bearing for each joist and install blocking panel Attach joist with one to support both joists. 10d box or sinker nail on each side of bearing. Blocking panels not required when joists are continuous over wall and no load bearing wall exists above. s 1 Mon-stacking Squash block 8d nails 8d nails at 6"o.c.(or per walls require (2x4 rmn=) additional Required only if load design Professional's specs., consideration. bearing wall exists above. but complying with Installation Note D,see page 2.) Bearing wall,G•P Lem®LVL or glulam beam Mon-stacking walls require additional consideration. Check local building code for appropriate detail in areas of high lateral load. F11 DOUBLE JOIST CONSTRUCTION t57B oist Regular Filler Blocking Full-depth Filler Blocking pth Use in details F12,C4&R7 Use in details F13&F14 w 0 W, 2x6 2x6 V r,•`. Filler blocking } 1 r/e" 2x6 2 x 8 '1W 2x6+3/e"OSB/plywood 2x6+Yee"OSB/plywood fi 119 2x6+'/r"OSB/plywood 2x8+Ye"OSB/plywood 1/8"gap 14" 2x8+a/d'OSB/plywood 2x10+a/e'"OSB/plywood f 9'/�' 2 x 6+%"OSB/plywood 2 x 6+e/e"OSB/plywood1'/e" 2x6+5/e"OSB/plywood 2x8+e/a"OSB/plywood 14" 2x8+W OSB/plywood 2x10+a/e"OSB/plywood16" 2 x 8+s/e'OSB/plywood 2 x 12+s/e"OSB/plywood 11r/a" (212x8 (212x8 VVI 80 14" (2)2 x 8 (2)2 x 10 16" 1 (2)2 x 8 (2)2 x 12 1.Support back of web during nailing to prevent damage to web-flange connection. 2.Leave'/s"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" 6 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Floor Details F12 FLOOR OPENING,TOP MOUNT HANGERS / Becker Blocks• / / k,•' Assemble double Joist Joist DepthW2x8 Depth Dist per detail F11. GPI 20 98 116" 5%" �regularhller) GPI 40 9%4",14" 7A„GPI 65, 9W 116" 6"WI40,WI60 14",161 7�" W180 116",14",16" 7 Y" I ° "Block must be long enough to permit required nailing without splitting. / � A / Becker Block(use if hanger load exceeds 2501) a Before installing a backer to a double joist,drive an additional(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 pper 1 F13 FLOOR OPENING,FACE MOUNT HANGERS detail FII.(full-depthfiller) / Backer block / Before installing a backer to a double joist, Bearing stiffeners may drive an additional(3)lod nails into the webbe required at hangers. where the backer will fit.Clinch when possible. / (See detail F18) Install backer tight to top flange.Use(10)10d nails,clinched when passible. / Backer Blocks" I / Backer blocks Joist Joist DepthMaterial Depth I bath sides of web. GPI 20 9h,116" h„ 66" ° e , GPI 40 914",116",14" 6" 66",86',10'w, a,,' a � e GPI 65, 9W,116",14",16' %"+Y," 6'/.', 10/",12/" WI 40,WI 60 ' WI 80 116",14',16' 16"net 1 86",106', 'Block must be long enough to permit required nailing without splitting. I / / r Backer depth to equal joist depth minus 3%". / r F14 STRINGER TO JOIST CONNECTION Double Wood I Beam"construction per detail F11(full depth filler).Backer blocking size and installation per detail F13. r a' Hangers for Nailing Requirement 14'(max)Stringer United Steel Products MSH 218 Minimum(12)lod nails into double joists or OR single or double LVL header.Minimum Simpson Strong-Tie®THA 218 (4)10d x tit"nails into stringer. For stringers longer than 14'or stringer reaction greaterthan 700 lbs.,call GP. 7 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Floor Details F15 JOIST TO BEAM CONNECTION F16 JOIST TO BEAM CONNECTION,STEP DOWN G-P Lam®LVL or AGlulem Beam Bearing stiffeners may he required Bearing plate.Plate Face mount hanger at hengors.(See must be flush with Note:Bearing stiffeners * detail Fig) inside face of steel may be required beam. )see detail F18)• Top mount hangers* Top mount hangers" o Ledger for floor e sheathing attachment Steel Beam *Appropriate face G-P Lam®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. F17 JOIST TO BEAM CONNECTION,STEP DOWN F18 BEARING STIFFENERS Gap 11/4"t) 1 ,l- Bearing stiffeners may 23/32'48/24 be reyaired at hangers. Clinch nails when possible APAO rated (See detail Fib) sheathing or GP approved ♦ ; rim. x Plywood,OSB,ar Joist Stiffener Size Nails 2x4 stiffeners each GPI 20 r/d'x 2"/e' (3)10d side at ad nails GPI 40 /z'+/r"x2`/e° (3)10d nailing with side nailing GPI 65 %i'+%'_xV,." (3)10d B, -Hangerawith sides W 140 A"+A"x 2°/,e' (3)10d not conteming top G-P Lamm LVL W1 00 ;''+X 2x 2Yd' (3)10d flange of joists. BBBmlam WI00 1%d'xv." (3)12d Birdamoulhcuts Minimum stiffener width is Vie" APA®rated sheathing or Sturd-I-Floor® 2!'* See detail F7 } _—Tightf'n for blocking requirements. Hanger F19 SQUASH BLOCKS AT CONCENTRATED LOADS 1/16 gap F20 WEB STIFFENERS Concentrated load from above I Use when concentrated loads exceed the values in the chart below.Install stiffeners per detail F18 but tight against top flange and gap at bottom. Verify adequacy of joist to 1/4"gap carry concentrated load. Joist Depth Web stiffeners required if all series concentrated load exceeds 1120 lbs. 11;5" 1420 Its. a 14" 1500 lbs. Solid block all posts to bearing below 16" 1500 lbs. with equal number of squash blocks Georgia-Pacific Corporation,September 2003 8 Engineered Lumber installation Guide Cantilever Details C1 CANTILEVER,UNREINFORCED X-bridging or Wood IBeam, C2 CANTILEVER,REINFORCED blocking panels(see detail Single Sheathing(Option I) F2)required at cantilevers For allowable waiVroof loads on and continuing for 4'on each X-bridging or Wood I Beam blocking panels(see cantilever,use chart to left,use side of cantilevered area. detail F2)required at cantilevers and continuing FASTBeam°software or contact for 4'on each side of cantilevered area. Georgie-Pacific. \ rr ! irr !y :r *Cantilever length may not APA-exceed 1/4 the adjacent span Q. 23132" 7APA® a In addition: rated sheathing rated sheathing Jpm or FiberStrong° 2'-0"max 0r FiberStrong° A)If and of cantilever supports walltroof loads, rim board. rim board. \ max.cantilever length is 2'-0" Note: Wood I Beam joists B)If no loads are placed on end of cantilever, Note:FiberStrong°rim board or 48124 APA*rated sheathing(face grain horizontal)required one side shall be protected max.cantilever length is 4'-0". 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 III X-bridging or Wood I Beam blocking panels(see detail F2)required at cantilevers and continuing Nail with 8d nails at 6"o.c.Offset nailing on for 4'on each side of cantilevered area. opposite side of flange to avoid splitting. tr 2'-0" V, � rix f s 23/32"APA* rated sheathing ' �, or FiberStrong° 2'-0"max x rim board. " \f � -5" Note:FiberStrong°rim board or 48/24 APA°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. C5 CANTILEVER,DROPPED Backer blockdepth(detail C4 CANTILEVER,REINFORCED F131tomatchthatoffull-depth Double Joist(Option III) filler blocking(detail F111• X-bridging or Woad I Beam blocking panels less Install.Nail with 2 rows bottom X-bridging orWood I Boom blacking panels flange.Nail with 2 rows of tOd detail F2)required at cantilevers and continuing (sae detail F2)required at cantilevers and nails at 6"o.c.&clinch. for 4'on each side of cantilevered area. continuing for 4'on each side of cantilevered area. t Load bearing wall f not allowed. a' < a e 5 4'-0" 23132"APA°rated w�aSpO� ,,a�\P' sheathing or FiberStrong° 12 op4e rim board. 2'-0"max Note:Block together full length with full-depth filler blocking.See detail F11 forfiller size.Use 2 rows 2x8 min.(designed byothers) of 10d nails at 12"o.c.from each side;offset apposite side nailing by 6:'For flange widths nailed to backer block&web greater than 2%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. 9 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Plumbing Details p1 JOIST SPACING BELOW PLUMBING WALL Parallel to wall Joist Spacing Joist 2x4Wa11 j2x6Wall GPI 20 "IT-T- 40, %" N" 60 and 65 Series =7,, -!g,— Non-load WI60 bearing only M O I�I Chart dlmenslon Every third joist may be shifted up to 3"to avoid plumbing interference. pz JOIST SPACING BELOW PLUMBING to 0 , T�abovq Every third joist may be shifted up to 3" to avoid plumbing interference. Georgia-Pacific Corporation,September 2003 10 Engineered Lumber Installation Guide Roof Details R1 RIDGE-JOIST CONNECTION R2 UPPER END,BEARING ON WALL 12/12 maximum slope Wood I Beam"blocking panel,x-bridging,232" KANT-SAG®LSTA21 or 48/24 APA*rated sheathing,or proper depth of SIMPSON LSTA21 strap* FiberStrong®rim board as continuous closure. with(16)10d x 1.1/2"nails See details F2,F5 and F7. Adjustable / slope hanger \\I I I t I I Beveled bearing stiffener each side (see detail F18) Ridge beam [G-P Lam®LVL or Glulam) Follow detail F1 for nailing Follow detail Ft for nailing depth or members to bearing plate.Additional to bearing plate.Additional "Strap required for 16"joist deplift connections maybe with slope of 7/12 or greeter. Beveled wood plate or uplift connections may be uplift variable slope connector required. required. R3 JOISTS ABOVE RIDGE SUPPORT BEAM8 BIRDSMOUTH CUT Low end of joist only. 3/4"x 2'•0"plywood gusset(face grain horizontal)each side with(12)Bd nails clinched or strap with(16)10d x 1.1/2"nails applied to top flange per detail R1. Wood I Beam blocking panel Bearing stiffener (see detail F2) each side • (See detail RBI • Ay + a•. .�s Double beveled ` �>` Optional overhang wood plate. I 2'-0"(max) Follow detail Ft for nailing Wood I Beam to bearing plate. G•P Lem LVL or blocking penal Follow detail F1 for nailing Additional uplift or x-bridging to bearing plate.Additional uplift beam. connections maybe support (see detail F2) Notch Wood I Beam to required. beam. connections maybe required. full ll bearing for bottom flange. R5 JOISTS ON BEVELED PLATE R6 BIRDSMOUTH CUT Low end of joist only Bearing stiffener each side (see detail R8) Wood I Beam blocking panel or x-bridging(see detail F2). ` ma.F. 2x4 block to attach fascia X-bridging or Wood I Beam Cantilever length may not exceed a+ Continuous Follow detail F1 for nailingblacking panels.Validate use of 1/4 of the adjacent span Q. aF beveled late x-bridging with local code. p � P to bearing plate. Follow detail F1 for nailing to or variable pitch Additional uplift 2'-0"max. bearing plate.Additional uplift connector. connections may be connections may be required. *Not to exceed 4'-0" required. 11 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Roof Details R7 ROOF OPENING,FACE MOUNT HANGERS R8 BEVELED CUT BEARING STIFFENER Bevel cut bearing stiffener to match roof slope.See detail F18forattachment information. Face mount hanger Bearing stiffeners may be required.(see detail F18) s 1-joist or G-P Lan?LVL ° ;) Beveled backer 1 black(see detail F13) Follow detail Ft for nailing Adjustable G-P Lem®LVL to bearing plate.Additional slope or double 'oist uplift connections may be Follow detail Ft for nailing hanger (see detai�Ft t) to bearing plate. required. Additional uplift connections may be required. R10 OPTIONAL OVERHANG EXTENSIONS R11 OVERHANG PARALLEL TO JOIST May be used with detail R4,R5,and R6(Law and only.) 20 nailed to side of top flange with 10d box nails at 8"o.c.Place L 20 cripple stud at plate,under 2x4 overhang.Bevel cut to When L exceeds joist spacing, ti Fallow detail F1 match roof slope. double joist may be required. L(2'-0"max.) for nailing Bearing stiffens 1 to bearing plate. i Additional uplift each side. detail F18 connections may (see be required. v- O. 20 cripple 1� 2x4 outrigger notched n around top flange of AStop Wood I Beam"jaist\\ oc• Wood I Beam joist. at wall line and extend top flange tia 8d toe-nail to plate with 20.Support extension with and top flange. 2x4 nailed to web of joist with 2 Follow detail Ft far nailing rows of 6d nails at 8"a.c.clinched. ?,�„ X-bridging or Wood I Beam Gable end wall Fasten flange extension to 2x4 max blocking panels.Validate use to bearing plate.Additional uplift support with 8d nails at 8"o.c. of x-bridging with local code. connections may be required. I Up-the-Slope Spans & Cutting Lengths for Sloped Roofs Joist Depth Slope 91/:" 11%' 14" 16" Slo a Factor Amount to Increase Length for Plumb Cut(Lp in feet) �pR 2'f in 12 1.02 0.17 0.21 1 0.24 1 0,28 Q�FP 3 in 12 1.03 0.20 0.25 0.29 0.33 x`'�O oep�r L� X015` 3f in 12 1.04 0.23 0.29 0.34 0.39 Z __Z71n_12 1.05 0.26 0.33 0.39 0.44 4A in 12 1.07 0.30 0.37 0.44 0.50 5 jn 12 1.08 0.33 0.41 0.49 0.56 6 in 12 1.12 0.4D 0.50 0.58 0.67 Lh 7 in 1211.20 6 0.46 0.58 0.68 0.78 L=Lh x SLOPE FACTOR+Lp(in Ft.) 8 in 12 J0.53 0.66 0.78 0.89 9 in 125 0.59 0.74 0.88 14...33 00 EXAMPLE: 10 in 120 0.66 0.83 0.977/12 slope and 20'-0"horizontal span,2'-0"overhang(horizontal)one end 11 in 126 0.73 0.91 1.0722'x 1.16=25.52'up-the-slope If a 14"joist will be used,add 0.68 feet. 25.52+.68=26.20' 12 in 12 1.41 0.79 0.99 1.17 .2 x 12"=2.4"or approximately 21/2': L=26'-21/2" Georgia-Pacific Corporation,September 2003 72 Engineered Lumber Installation Guide Hole Location for GPI Joists Simple or Multiple Span Do not drill or cut flanges. i ��$k 1k e chart Sea chart dlmenslon net:M4 :* dlmenslon—� 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'/f' 7" 8" 8W' 9" 10' 11" 12" 13" 10' 0'6" 0'-6" 1'-0" 2'-0" T-0" T-6" 12' 0'-6" 1'-0" T-0" 3'4" 4'-6" 5'4" 9%" 14' 1'-0" 2'-0" T-0" 4'-6" 5'-6" 6'-6" 16' 1'-0" 2'-0" T-6" 5'-0" 6'-6" T-0" 18' 1'-6" T-0" 4'-6" 6'-0" T-6" 8'-6" 20' 0'-6" 0'-6" 1'-0" T-0" 5'-6" T-0" 12' 0'-6" 0'-6" 1'-0" 1'-0" 2'-0" 2'-6" T-0" 4'-0 5'-0" 14' 0'-6" 0'-6" 1'-0" 2'-0" T-0" T-6" 4'-0" T-6" 6'-6" 16' 0'-6" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 5'-6" 6'-6" T-6" 11%" 18' 0'-6" 0'-6" 1'-6" T-0" 4'-0" 5'-0" 5'-6" T-6" 8'-6" �Q 20' 0'-6" 1'-6" T-0" 4'-0" 5'-6" 6'-6" T-0" 9'-0" 22' 0'-6" 0'-6" 1'-6" T-0" T-0" 5'-6" 6'-6" 8'-6" 10'-0" 24' 0'-6" 0'-6" 1'-0" 1'-0" T-0" 4'-0" 5'-0" T-6" 9'-6" Example below 10' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" l'-0" 2'-0" T-6" 12' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" T-6" 5'4" 14' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" T-6" 4'-0" 5'-0" 6'-6" 16' 0'-6" 0'-6" 1'-0" l'-0" 2'-0" 2'-6" T-0" 4'-0" 5'-0" 5'-0" 6'-6" 18' 0'-6" 0'-6" 1'-0" 1'-0" 1'-6" 2'-6" T-0" 4'-6" 5'-6" 5'-6" T-0" 8'4" 14" 20' 0'-6" 0'-6" 1'-0" 1'-6" T-0" T-6" 4'-0" 5'-6" 6'-6" T-0" 8'-6" 22' 0'-6" 0'-6" 1'-0" 1'-0" 1'-6" 2'-6" T-0" 5'4" 6'-0" 6'-6" 8'-6" 10'-6" 24' 0'-6" 0'-6" 1'-0" 1'-0" T-0" 3'-6" 4'-6" 6'-0" 7'-6" 8'-0" 10'4" 26' 0'-6" 0'-6" 1'-0" 1'-0" l'-6" T-6" T-6" 5'-6" T-0" T-6" 9'-6" 12'4" 28' 0'-6" 0'-6" 1'-0" 1'-0" 1'-o" 2'-0" T-0" 5'-6" T-0" T-6" 10'-0" 12'-6" 14' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-o" 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" 5'4" 6'4" T-6" 18' 0'-6" 0'-6" 1'-0" 1'-o" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" 5'4" 7'4" 8'4" 20' 0'-6" 0'-6" 1'-0" 1'-o" 1'-0" 1'-o" 1'-6" 3'-0" 3'-6" 4'4" 5'-6" T-0" 8'-6" 16" 22' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-0" 4'-6" 6'-6" 8'-6" 10'-6" 24' 0'-6" 0'-6" 1'-0" 1'-o" 1'-0" l'-0" 1'-0" T-6" 4'-0" 4'-0" 6'-0" 814" 10'-0" 26' 0'-6" 0'-6" 1'-0" 1'-0" l'-0" 1'-o" 1'-0" 1'-6" T-0" T-0" 5'-0" 7'4" 9'-6" 12'4" 28' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 4'4" 4'-6" 6'-6" 9'4" 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" T-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 with more than one span,use the longest span to determine hole location spans from page 3. in either span. 2.Holes not greater than 1.5"in diameter can be placed anywhere in the web,but the 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 2 times its diameter(but clear distance of at least�r/a"must be maintained from the hole edge to the inner not less than 1'1 from any adjacent hole. surface of the closestflange. 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'-d'. 13 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Hole Location for WI Joists Simple or Multiple Span Do not drill or cut flanges. P, Ci:' 3JF i i SyYa' See chart —dlme chartnslon �note N4—)­j . —dlmenslon 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" 61/8' 7" 8" 8%" 9" 10" 10%'1 11" 12" 12%" 10' M" 1'-0" 14" 2'-6" 3=6" 12' 0'-6" 1'-6" 2'-6" 3=6" 5'-0" 14, 2'0" 3'-0" 44" 5-0" 6-01, 16' 2-0" 3'-0" 44' 5'0" 6'-6" 18, 24" 34" 4-0„ 5,6„ 7'0„ ea 20' 1'-0" 2=6" 4'-0" 5'-6" 7=6" 12' W-15" 1'-0" 11-0" 1-61, V.6" 3'0" 44' 44" e�Qi 14' 0'6" 1'-0" 1'-6" 2=6" 36" 44' 5'-6" 6'0" 16' 0'6" 1-61, 2-6„ 3'6" 51-0" 5'-6" 6=6" 7L0„ 18' M" 3'0" 44" 5-0„ 64' 7'0" W-0" 8,6„ 11%8' 20' 2'0" 34" 4'0" 5'0" 6=6" 7'0" 8=0" 9=0" 22' 24" 36" 4 6" 5'-6" T-6" 84" 9,6" 10'-6" 24, 2'-6" 4'-0" 5'-0" 6'-0„ 841 8,6" 10,0" 111-01, 26' l'-6" 3'0" 4'0" 5'-6" 7'-6" 8L6" 10'0" 11'-0" 28' 016" 1'-0" 2'-0" 4'-0" 6L6" 7'-6" 96" 111-0" Example below 12' 0'-6" 1'-0" 1'-0" 1'-6" 14" 1'-6" 1,-6" 2-6" 24" 3L6" 4L6" 14' 0'6" 1'-0" 1'-0" 14" 14" 2'-0" 3'-0" 3'-6" 4'0" 5'0" 6'0" 16' 0'-6" 14" 1'-0" 1'-6" 2'6" 3-0„ 44" 5'0" 5'0" 6'0" 7'0" 18' 0''-6" 1'-0" 14" 2L6" 3 6" 4=6" 5'-6" 6L 0„ 6=6" 7-6" 8,6" 20' 0=6" 1'-0" 1'-6" 2,6" 3,6" 4=6" 5=6" 64" 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" 14" 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" 610" 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" 44" 6=6" 8'0" 9=0" 11'-0" 12'-6" 32' 0'-6" 1'-0" 1'-0" 14" 44" 54" 7-6„ M" 9-6" 11'-6" IMF' 14' 0'6" 1'-0" 1'-0" 1'-6" 14" 1'-6" 1'-6" 1'-6" 2'0" 3'-0" 3!-6" 4,0" 5L 0„ 6101, 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" 6'4" 7'0" 18' 0'6" 1'-0" 11-0" 1'-61, 1'-6" 2'-6" 3'-6" 4'0" 4L6" 5'-6" 6'0" 6'-6" 7=6" 8=6" 20' 04" 1'-0" 1'-0" 1'-6" 14" 24" 3L6" 4'-0" 4=6" 5'-6" 6-0„ 66" 7-6" 84" 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" 104" 24' 0'6" 1'-0" 1'-0" l'-6" 3'0" 3=6" 5'0" 6'0" 6=6" 7'-6" 8'6" 94" 10'0" 11,6" 26' 04' 1'-0" 1'-0" 1'-6" 3-6" 46" 5-6„ 66" 7'0" 8'0" 9'0" 96" 10-6„ 12-0„ 28' 0'6" 1'-0" 1'-0" 14" 3'0" 44" 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" 54" 6=6" 8'0" 8'-0" 10'0" 114" 11=6" 13'0" 14=6" 32' 0=6" 1'-0" 1'-0" 1'-6" 1'-6" 14" 4''-0" 5'0" 6'0" 8'-0" 9L6" 110'0" 12'0" 13'-6" 34' 0'6" 1'-0" 1'-0" 1'-6" 1'-6" 3'0" 5'-0" 6=6" 74' 9'0" 11'-0" 11'-0" 13'0" 154" 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 meetthe 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 with more than one span,use the longest span to determine hole location in spans from page 3. either span. 2.Holes not greaterthan 1.5"in diameter can be placed anywhere in the web,butthe 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/a"must be maintained from the hole edge to the inner not less than 1")from any adjacent hole, surface of the closestflange. 3.For holes greater than 1.5"diameter,minimum clear distance between EXAMPLE: a)two round holes is 2timesthe diameter of the larger hole Determine the allowable location of a 9"round hole in a 14"deep WI joistwhich has b)a round hole and a rectangular hole is the larger of 2times the hole multiple spans of 16'and 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 find 20'in 4.For multiple holes:The clear distance between the holes must equal or exceed twice the joist span column and move across the chartto intersectthe 9"round hole column. the diameter of the largest hole,or twice the longest side of a rectangular hole. The nearest allowable location to either bearing is 6'-6" Georgia-Pacific Corporation,September 2003 14 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.) DO NOT DO Do not violate hole chart rules. (See Hole Charts on --Pp- pages 13&14) DO NOT DO Do not birdsmouth cut bottom flang at high and of rafter. Continuous wedge or approved fastener , > Support beam Support beam Wood I BeamM Wood I Beam (Refer to detail R2.) DO NOT DO orP.:.? Do not hang Wood I Beam Rim :r; Hangerjoist by top flange or web. Board DO NOT DO or DO Rafter Extend floor sheathing 9et�a P to/outside face of wall. f I � Do not bevel cut joist beyond Wood I Beam inside face of well. blocking or FiberStrone rim board required at bearing for Hanger lateral support g t5 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide G-P Lam° LVL Bearing Details Beam-to-Beam Bearing on Bearing on Connection Wood Column Steel Column • 00 a� 00 .. o 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. Beam Pocket in Bearing on Bearing for Door Masonry Wall Exterior Wall or Window Header 4 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. Low End Hip Bearing High End Hip Bearing Seat Cut/Notching a� 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. Georgia-Pacific Corporation,September 2003 16 Engineered Lumber Installation Guide General Notes for Multiple-Piece G-P Lam° LVL Members 1.Top and bottom rows of connectors should be 2"from edge. 2. Bolt holes are to be the same diameter as the bolt.Every bolt must extend through the full thickness of the member.Use washers under head and nut.Carriage bolts may be used,but the outermost portion of the head may not be drawn in beyond flush with the outside face of the LVL member. 3. For three-piece members attached with nails or screws,specified attachment is from each side.Stagger fasteners from opposite sides by half the fastener spacing to avoid splitting. 4.To minimize rotation,T'wide members should only be used when loads are applied to both sides,or completely across the top of the member. 5.7"wide members,regardless of depth,must be attached using bolts or screws. Fastening Recommendations for Top-Loaded, Multiple-Piece Members Connection reference(A,B,C,etc.)refers to the fastening pattern on page 18. Member Depth 3'/2''—5'/e'Wide Multiple Piece Member 7"Wide Multiple Piece Member 9'/a"-117/8" 2 rows 16d nails at 12"o.c. 2 rows 1/2"bolts at 24"o.c. (pattern A) (pattern C) or 14"-18" 3 rows 16d nails at 12"o.c. 2 rows 1/4"x 6"wood screws at 24"o.c. (pattern B) (see note 3 on page 18) k i t k: Wall of same thickness as multiple-piece G-P Lam LVL and centered Joist bearing completely across over beam.Multiple-piece LVL beam should not be placed directly top of multiple-piece beam below plumbing walls.LVL beams are not to be notched or drilled except as noted on pages 16 and 19. Top-loaded conditions may result from[-joist details similar to F9,F10 and R3. In details F9 and F10,the supporting wall may be replaced with properly sized multiple-piece G-P Lam LVL. 17 Georgia-Pacific Corporation,September 2003 Engineered Lumber Installation Guide Fastening Recommendations for Side-Loaded, Multiple-Piece Members Refer to General Notes on page 17. Floor joists must be attached with approved metal hangers.Concentrated side loads from beam-to-beam connections may require additional consideration,contact your GP Engineered Lumber Products supplier. Fastening Pattern Nails Bolts Screws' A B CZ D EZa P 2 rows 3 rows 2 rows 2 rows 2 rows 2 rows 16d common 16d common 'h"bolts at 24"o.c. '/2"bolts '/Vx3'/2"screws at '/4"x3'/i" screws at at 12"o.c. at 12"o.c. staggered at 12"o.c. 24"o.c.staggered 12"O.C. 1. Screws are United Steel Products WS Series or Simpson Strong-Tie SDS Series installed per manufacturer's recommendations. 2. Stagger each row of fasteners by 12". 3.When screws are used in attaching members to form a 7"thick beam: a)specified attachment is from each side(stagger screws from opposite sides by half the fastener spacing to avoid splitting),and b)screws must be 6"long,unless the center member is 3'/2"thick. Nails Bolts Screws A(Nails)or F(Screws)= B(Nails)= C(Bolts)or E(Screws)_ Two Rows 12"O.C. Three Rows 12"O.C. Two Rows 24"O.C. .-1 --12' . .—l2_,. ®.--24"—:® Aak Concentrated side loads may require Side loaded multiple-piece G-P Lam LVL. Side loaded conditions may result from additional bolting.For more [-joist details similar to F15A,F16,F17 or R1. information contact your local GP Engineered Lumber supplier. Georgia-Pacific Corporation,September 2003 18 Engineered Lumber Installation Guide Allowable Holes in G-P Lam° LVL 8"(min.)spacing between holes, typical.Maximum of G•P Lam®LVL or three holes per span. glulam beam do 0 V maximum round hole(s) r 3ti � G.. y� 6i-'K Nj r' ;. y-eax it 'c: tz a + O O O O 113 span • middle 1/3 span 1/3 span +'a w t. , ,. NOTES: 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 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. 4.Valid for single and multiple span uniformly loaded beams only.Not valid for cantilever sections. 5. Minimum beam depth 91/:'. Do not notch,drill or cut G-P Lam LVL except as shown in this publication. G-P Lam® LVL Beam-To-Column Connectors LSI Column Capacity Total Cap Lbs.-100% Width Column" W L H /o a KCC44 15315 3Y2' 4 X Wood 3%' 7" 4" t o KCC46 24065 3Y2" 6 x_Wood 5Y21111" 6Y=" 0 KCC48 24065 3W" 8x Wood 7Y°" 11 6Yd' o KCC64 37815 5Y+" 4 x_Wood 3%" 11" 6Y:" KCC w\ KCC66 37815 5Y4' 6 x_Wood 5YT 11 6W KCC68 37815 5Y4' 8 x_Wood 7Y2" 11" 6Y2" \ L� KCC84 60940 7" 4 x Wood 3°/a' 13" 8" � KCC86 60940 7" 6 x_Wood 5Y2' 13" 81, t KCC88 60940 7" 8 x_Wood 7Y2" 13" 8" KLCC35-4 21000 3Y:" 4"dia.steel — 11Y:" 4 KLCC / KLCC525-4 21000 5Y4' 4"dia.steel — 11 Y21, 4" KLCC7-4 21000 7" 4"dia.steel — 11Y=" 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. Georgia-Pacific Corporation,September 2003 19 Gufa de instalacion de madera aserrada construida Advertencias de seguridad Edifique sobre y notas de instalacibn . . . . . . . . . . 2 rtaleza de la Vi as Wood I Beany- la fo g madera aserrada Tablas de tramos para piso . . . . . .3 Enmarcado tfpico . .4 construe a• Detalles de piso . . . . . . . . . . . . .5-8 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 critica para el desempefio total del sistema, Tablas de localizacibn y este folleto suministra los lineamientos de orificios . . . . . . . . . . . . . . .13-14 necesarios para realizarla. Enmarcadores, Lo que se debe y no se debe plomeros, instaladores mecanicos y electricos hacer en la instalad6n . . . . . . . . .15 deben acudir a las figuras y tablas de esta guia para conocer las recomendaciones apropiadas de instalacion y modificacion. Lamina G-P Lam® LUL Detalles de soporte . . . . . . . . . . .16 Recomendaciones de sujecibn . . . . . . . . . . . . . . .17-18 Orificios y conectores permitidos . . . . . . . . . . . . . . . . . .19 �f. } La familia Georgia-Pacific de productos de madera aserrada construida incluye. •Vigas GP Wood I BeamTM •Tablero de borde FiberStrong® •G-P Lam®LVL 1 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Almacenamiento y manej o Notas de instalacion • Las vigas Wood I Beam,la lamina G-P Lam LUL y el tablero de A. La madera construida no debe instalarse en contacto directo con borde FiberStrong no deben almacenarse en contacto direao con el construcci6n de concreto o masoneria y debe utdizarse solamente suelo y deben protegerse contra la intemperie.Proporcione en condiciones de use sato cubierto. circulaci6n de aire bajo las cubiertas y alrededor de las pilas de B. Excepto para el corte longitudinal,los rebordes superior a inferior materiales. de las vigas Wood I Beam no deben cortarse,perforarse o tajarse. • Los paquetes deben almacenarse nivelados. C. Las cargas concentradas s6lo deben aplicarse a la superficie superior del reborde de arriba,no suspenderse del reborde • No abra los paquetes hasta el memento de su instalaci6n.Tanga Inferior.Contacte a GP para las excepciones. cuidado cuando maneje paquetes y componentes individuates para evitar lesiones a quienes los manejan o dafio por parte de D. Cuando clave revestimiento at reborde superior,siga las recomendaciones de clavado del fabricante del revestimiento, montacargas o grdas. pare mantenga el espaciado dentro de los margenes presentados • Almacene y maneje las vigas Wood I Beam en posici6n vertical. abajo: Almacene y maneje la lamina G-P Lam LUL y el tablero de borde Requisites de espaciado pare cievo de revestimiodo FiberStrong de forma plana. 141/Z' 20 GPI 40. WI 40,WI 60, To An GPI 65 '4 To • Retorter las vigas,o aplicar cargas a la viga cuando est£plana del Cleve Mix. Min. Mix. Min. Mix. puede dafiarla. Cain de fid,ciavo coman 8d 16" r' 24^ V 24" Cala de 10d,cafe de 12d 16" 2" 24" 4" 24" • No se deben usar productos estropeados. Clavo com6n lod,clevo comun 12d16" 3" 24" 4" 24" NOTAS: Advertencia de seguridad 1.St se requiere m6s de una fila de clavos,las filas deben compensarse por to menos 1/2"(3/4"para vigas WI)y escalonarse. Las vigas Wood I BeamTM no sostendran a trabajadores u otras cargas 2 Lag grapas de calibre 14 pueden sustituirse por clavos 8d si las hasta que esten instaladas y aseguradas apropiadamente.Para grapas penetran la viga por to menos 1". minimizar el riesgo de lesi6n,cada viga Wood I Beam debe asegurarse 3.No use clavos mAs largos que aquellos presentados arriba cuando apropiadamente at erguirla.Se deben instalar y adherir ajustadores adhiera revestimiento a los rebordes de las vigas Wood I BeamTM. continuos y/o paneles de bloqueo antes de instalar piso o revestimiento de piso.Se debe establecer restricci6n lateral,como una tarima no mplo:Cuando use clavosin.)e.comunes 8d y vigas de a aerie GPI 20, existente o una pared de extremo asegurada en los extremos del no los separe menos de 3"(min.)e.c.y no mks de de 16"(mix.)e.c. intercolumnio.Alternativamente,se puede clavar una tarima temporal E. Los clavos instalados en la cara angosta de una!£mina G-P Lam o permanente(revestimiento)a los 4 primeros pies de vigas at final del LUL 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 minimo de dos clavos 8d(clavos F. El extremo que soporta el largo de las vigas Wood I Beam debe de caja 10d si el grosor neto de apoyo excede 1")a la superficie ser de or to menos 1-3/4".Los soportes intermedios de vigas superior de cada viga paraleta y la restricci6n lateral establecida.El P de tramos multiples deben ser de per to menos 3-1/4". apoyo debe ser minimo de 1x4 y por to menos de 8 pies de largo con 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 LUL:soporte de extremo 1-1/2",soporte intermedio 3". construcci6n s6lo sobre vigas principales o paredes. H. Las vigas Wood I Beam deben restringirse contra la rotaci6n en El almacenamiento o instalaci6n inapropiada,el dejar de seguir sus extremos mediante el use de bordes de viga,paneles de c6digos aplicables de construcci6n,el dejar de seguir las tablas bloqueo,o puenteo cruzado.El reborde superior de una viga apropiadas de carga,el dejar de usar tamafios y ubicaciones aceptables 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 instalaci6n deben de piso de madera contrachapada o lamina de fibra orientada seguirse cuidadosamente. (OSB)clavada at reborde superior es adecuada para proveer soporte lateral. �h I. Ademas,deben suministrarse vigas de borde,paneles de �_. bloqueo o bloques de presi6n bajo todas las paredes exteriores y paredes interiores de soporte para transferir la carga de arriba 1 hacia la pared o el cimiento de abajo. J. Los extremos de las vigas y tizones G-P Lam LUL deben restringirse contra la rotaci6n y la parte superior(u orilla de compresi6n)debe estar lateralmente apoyada por enmarcado o refuerzo perpendicular a 24" en el centro o mas cerca. No permita trabajadores o cargos Apile materiales de construccien s6lo sobre las vigas Wood I BeamM sobre vigas principales o paredes K. Las vigas G-P Lam LUL de 1-3/4"x 16"y mas profundas s6lo hasta que esten apropiadamente deben usarse en elementos de piezas multiples. instaladas y apoyadas seglin se detalla arriba 2 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Desempeno del sistema Le meta fundamental an el disefio de un sistema de piss o techo as Is seguridad y satisfacci6n del usuario del pilo,nosotros recomandemos engomar of subsuelo a les vigas antes de clever o stornillar on vez final.Aunque les vigas usades como tremos indicadas on eats gufa cumplen o exceden los criterion de clever solamente.Pare firmeza adicional,angome Is ensambladura de ranura y lengueta.Las minimus de c6digo y soportargn de matters angers las cargos qua se les Impongan,so dabs user buen superficies deben estar limpias y secas antes de engomar. juicio pare cumplir de manors adecuads con los niveles de expectativa del usuario.Estes expectativas pueden varier de un usuario a otro. •Guien realize las especificaciones dabs considerer el significado de una desviaci6n determinada an 'Al igual qua an cuolquisr construccibn,as esencial seguir los procedimientos apropiados de t6rminos de Is desviaci6n permisible y los efectos quo esto podrfa toner an el sistema.Por ejemplo, instalaci6n.Las vigas deben estarverticales y sujetadas con seguridad a los soportes antes de quo se 0360(tramo/360)pare un trema de 30 pies as 1"de desviaci6n.U240 serfs 1-1/2 pigs.y U180 serfs 2" adhiera el sistema de revestimiento.Los soportes de las vigas de tramo m6ltiple deben ester nivelados. de desviaci6n.Se podria considerartambibn casos an las qua una viga con un trams grande estb Para minimizer el asentamiento cuando se usan colgantes,las vigas deben ester asentadas firmemente paralsla a on tramo pequeho o a una pared final de cimiento.For ejemplo,un tramo de 30 pies con one an Is parte inferior de los colgantes.Deja une brecha de 1/16"entre el extremo de Is viga y el tiz6n. desviaci6n viva permisible de cargo de hasta 1"podria ester adyacente a une pared do cimiento sin desviaci6n,causando una diferencia notoria an los niveles del piso bajo Is cargo complete del diseoo. •pueden ocurrir vibreciones on sistemas do pisos con may pace cargo muerte,como on grandes •Un piso mbs firma resultarb de user on limits de desviaci6n de Is cargo vivo de 0480 a diferencia del cuartos desocupados.Un cielorraso adjunto a Is parte inferior de las vigas generalmente suprimirb Is mbximo de c6digo de L/360.Un sistema de techo con una desviaci6n total de Is cargo manor al U180 vibraci6n,es(como to harbn las parades interiores de partici6n quo vayan perpendiculares a las vigas. requeride por el c6digo puede lograrse usando un crherio de 1./240. Si un cielorraso no va a estar adherido a Is parte inferior de las vigas,Is vibracidn puede minimizarse •Adembs de Ifmites de desviaci6n mbs rigurosos,varios otrosfactores pueden mejorar el desempeflo clavando un madero continuo de 2x4 perpendicular a Is parte inferior de las vigas an el tramo medio general del piso.Seducir at espaciado de Is viga y/o surrender el grosor del subsuelo disminuirb In yendo de extremo a extrema de Is pared.Donde hays probabilided de qua se termine el cielorraso,se desviaci6n entre vigas adyacantes y sumemarb In reparticidn de In cargo.Para firmeza oumenteda pueden user puentso-x(x-bringing)o pansies de bloqueo Wood I Beam an luger del 2x4. Vigas de las series GPI y WI — tablas de tramo para piso residencial (iustraciones de TromosIsimple$ TramasmGldptas tramos 1-1.aa•41 Cargo viva de 40 LPC(Libras por pie cuadrado)+Cargo muerta de 10 LPC Desempeno mejorado'(U480) Profundidad Espaciado(Tramo simple) Espaciado Memo mfikiple) PGPII'20 de la viga 12"o.c. 16"O.C. 192"O.C. 24"o.c. 12"o.c. 16"o.c. 192"o.c. 24"o.c. 9w, 17'-01" 15'-07" 14'-09" 13'-10' 18'-07" 17'01" 16'-02" 14'-05"11W 20'•05" 18'-08" 17'-OB" 16'-O6" 22'-03" 20'-05" 18'-09" 16'-05' 91h" 18'-00" 16'-O6" 15'-07" 14'-O6" 19'-OB" 18'-00" 16'-O6" 14'-09"0 11N" 21'-06" 19'-OB" 18'-07" 17'-Ot" 23'-06" 20'-10" 14'-00" 17'00 14" 24'-04" 22'-03" 21'-00" 18-11" 26'-08" 23'-01" 1 21'-01" 18-10" 1P7 23'-03" 21'-03' 20'-00" 18'-08 25'-06" 23'•09 21'-11" 2(AIT' GPI 65 14" 26'-05" 24'-02" 22'-09" 21'-03 29'-00" 25'-05" 25'-(q" 20'-08" 16" 29 04 26'-05' 25'-03" 23'-07" 32'-07' 29'•04" 25'-11" 9w, 18'-00" 16'-06" 15'•07" 14'•01" 19'-07" 17'-02" 15'-08" 14'-00" WI40 11711" 21'-06" 19'-07" 18'-02" 16'-03' 23'-00" 19'-11" 18'-02" 16'-02" 14" 24'-04" 22'-01" 20'-02 18'-OO" 25'-06" 22'-01" 1 MAY' I 18'-OQ 117h" 22'-08" 20'-06" 19' "-O6" 18'03 24'-05' 22'•06" 21'-02" 19'-01" WI 60 14" 25'-05' 23'-06" 22'-02ZO'-05' 28'-01" 25'•07" 23'-06" 19'-05' 16" 28'-07" 26'-01" 24'-07" 23'•00" 31'-02" 1 28'-U1" 1 24'-05' 19'-05' 1124'-11" 22'-08" 21'-04" 19'-11" 27'-01" 1 24'-08" 23'-03" 21'-08" WI 80 14" 28-03 25 05 24'-03" 22'•08" 30'-10" 28'•00" 26'-05" 23'-11" 16" 31'-04" 28'-06" 26'-11" 1 25'-01" 34'-02" 31-01" 1 29'-03" 23'-11" Carga viva de 40 LPC(Libras por pie cuadrado)+Cargo muerta de 20 LPC Desempeno mejorado'(U480) Profundidad Espaciado(Tramp simple) Espaciado(Tramo multiple) Vigo de In viga 12"ax 16"o.c. 192"0.c. 24 o.c. 17'O.C. 16"o.c. 192"O.C. 24"o.c. GPI 20 91h„ 17'01" 15'•07" 14'•09" 13'-03 18 07 16'02" 14'-09" 13'•0T 117h" 20'-05" 18'-05' 1 17'-02" 15-U4" 21'-08" 1 18'•05' 17'-01" 9th, 18'-00" 16'-06" 15'-01" 13'-06" 19'-01" 16'-06" 15'-00" 13'-05" GPI 40 117h" 21'-06" 19'-Ot" 17'05" 15'-07" 22'-00" 19'00 17'-04" 15'-O6" 14" 24'•04" 21'-02 19'-03" 17'-03" 24'-04" 21'-01" 19'-03" 17'-01" 1171" 23'-03" 21'-03" 20'•00" 18'-08' 25'-06" 23'•03" 21'-06" 17'-07' GPI 65 14" 26'-05" 24'-07' 22'-09" 21'-03' 29'-00" 25'•11" 21'O6" 17'-07' 16" 29'-04" 26'-U5' 25'-03" 22'-O3' 32'-02" 25'-11" 21'O6" 17'-UT 91h" 18'-00" 15'-05' 14'-04" 12'-10" 18'-01" 15'-08" 1 14'-03" 12'-05' WI 40 11w, 21'-00" 1 18'-02" 16'-01" 14'-10" 21'-00" 1 18'-02" 16'-06" 14'-05' 14" 23'-04" 20'-0T 18'-05" 16'05" 23'-03" 20'-01" 18'-04" 16'-U4" 11N" 22'•08" 20'-08" 19'-06" WAIF' 24'-08" 21'-04" 19'-05" 16'-05" WI60 14" 25'-05' 23'-O6" 21'-OB" 19'-04" E27'-04" 23'-08" 20'-07" 16'-05"16" 28'-07" 25'-05' 23'-0619'-10' 24'-05' 20'-07" 16-05" 24'-11" 22'-08" 21'-04" 19'-11" 24'-08"WI 80 14" 28'-03" 25'-05' 24'-03" 21'-02" 28'•00" 24'-11" 19'-11" 16" 31'-04" 28-O626'O6" 21'-02" 30'-00" 24'-11" NOTAS: adhosivo dabs cumplir con las regulaciones APG-01 do APA o D3498 de ASTM.Aplique une linea de adhesivo ' 1.Estes tablas de tramo estbn basadas on cargos un'dormes,seg(n se anota arriba;Is desviaci6n de Is cargo continua(de m6s o menos 1/4"de dibmetro)al rebords de las vigas.Todas las superficies deben ester viva esti limitada a U480 para un major desempefio.EI desempeflo del pilo seta influenciado on gran manara limpias y secas.Si el revestimiemo s6lo se clava Ito qua no se recomienda),reduzca los tramos por 12" por Is firmeza de las vigas del piso.La experiencia he demostrado quo las vigas disefiadas bajo Is desviacidn 3.EI largo minima de soporte de extrema as 13(4"EI largo minima do soporte intennodio es 3.112". minima de cargo viva del c6digo(U360)resultarbn an un piso qua podrfa no cumplir con las expectativas de 4 Los de extremo de las vigas de tramo mOld la deben ser par to menos 40%del tramo adyacents. algunos usuarios finales.Georgia Pacific(G-P)recomienda can vehemence quo los tramos de piso para g p vigas Wood I Beam se limits a aquellos presentados anterionnente,los cuales satin hosados an una 5.Para cargo diferente de Is presentada arriba,contacts al suministrador de productos de madera aserrada desviaci6n de cargo viva de U480.(Untercio misfires qua to requarido por el c6digo.) construida GP. 2 Lostramos son las distanciasvaclas entre soportes,y est6n basados on accibn compuesta con 6.Notodos los productos estbn disponiblss on todos los centras de distribuci6n;contacts a G-P para conocar revestimiento tasado por APA o Sturd-I-Floor engomado-clavado de grosor mfnimo de 19/32"(40/20 o 20 a.c.) pare espaciado de vigas de 19.2"o menos,o 23132"(48/24 o 24 ex.)para espaciado de vigas de 24".EI Is disponibilidad. Georgia-Pacific Corporation,septiembre 2003 3 IItwo � USI '�•� �k., '�i°> �>w"�, Alk, ilk r' R t7, h w� C SII I�► m �S .� � it IJ � , 01 I 'PAP, ►� On 1 I ,, ►I f � AllI I Opp"AIV I,►I`' ISI �� d� 1 ►�' �►. , �� I m I�:arsO,Rα° r Guia Residencial para Madera Aserrada Construida Detalles de piso F1 ADHESION EN EL SOPORTE DE EXTREMO FZ PANEL DE BLOQUEO EXTERIOR Transferencia de cargo vertical=maxima de 20001p1. Un clavo 10d a de penetraci6n a code lado del soporte,tfpico para todos los soportes de madera. Panel da bloqueo Wood I Beam" Largo minima de soporte de extremo ~I I~ de 1-3/4"on todos los detalles de pian y techo Para eviter rajar el reborde,comience a clever par to menos a Clavos 8d a 6"ex,(a seg6n las 1-1/2"del extremo.Martille los clavas an 6ngulo para evitar especificaciones del profesional de rajar Is lamina de soporte. diseno,pero qqua cumplan con Is Nota de Instalaci6n D,p6gina 2.) OVIGA DE BORDE WOOD I BEAM'" O BLOGUES DE PRESTON y BORDE SENCILLO F3 F4 Transfsrencia de cargo vertical=Maxima de 2000 Ipl do 2000rencia de terga vertical=MSxima �} a to largo de Is pared de sapporte de cargo besada de 2000 Ipl. t en un esfuerzo as soporte de 390 ppc(par pulgads cuadrada). Iia Revestimiento de 23/32"48/24 Viga de bards tasado par APA° Woad I Beam" i Bloques de presi6n ,•„c xix ;�"r (minima de 20) A; Para use an apartedero (siding)use bloque Apoyo de vige de respaldo seg6n mlmmo de 134"on oparece an Is la pared figure F13 Clavos Bd a 6"ex.(a seg6n las especificaciones del 1/16„ Clavas 8d profesional de disefio,pero quo cumplan con Is Nate de Instalaci6n D,p6gina 2.1 Clave 91 pie de Is v go de bards IT Vea Is Figure F7 pare las requisi[os de hloqueo. el reborde superior de Is vige con un clavo 10d Verifique con el c6digo local de construcci6n pare los detalles apropindos an areas de alta cargo lateral F5 F6 CIERRE DE BORDE Y ADHES16N UntravesatloPTdo2x_ DE PUENTE FIBERSTRONG® adherido con tornillosde Transferencia de cargo vertical de tablero de bards=48501pl atravesar de 1/2"de dill 6metro con arandelasy tuercas a 1/2"pernos de dilataci6n can una longitud Apartadara nominal de 4"a rods.350# Barrera clim8tice Bloqueo opcional PPar perno. para clavado de gr del perno/ Revestimiento disfragma. tornillo de dilataci6n a ser \ detedo par Is terga Tablero St bards disehafiede vertical y lateral. GP FiherStrong° EI cerrojo mos bajo podrfa estar localizado Vigo do ahernativamente sabre Is micro lamina de pared.Use 2-4 arandelas calafateo de alta calidad galvanizadas o de e para rellenor los agujeros y acero inoxidable . C z. entre espaciadores y coma espaciadoras. ` rebordes`" 16mina met6lica. Briar a inferior 1/2"revestimiento Extiendala con barrera clim6tica lamina met6lica art par debejo del Tablero de bards Lamina met6lica.Debajo de Is travesafio de 2x_ FiberStrong° barrera clim6tica ancima,sabre y sabre el Tablero de bards Is barrera climAtica abajo. openedero. GP FiberStrong° 3 clavos Bd an Clavos 8d a 6"an el centro las osquinas inferior-clavados a la an un aguisro u perno de dilataci6n dehe inse,no q lumina,tl ico an un agujero guts roscar 6ndolo con una(lave,no P martillr3ndolo.EI enrascemiento excesivo puede disminuir significativameme Is resistencia lateral del tornillo y par esta raz6n dehe evitarse. Georgia-Pacific Corporation,septiembre 2003 5 Guia Residencial para Madera Aserrada Construida Detalles de piso F7 PANELES DE BLOO.UEO USADOS PARA REFUERZOF$ VIGA DE CORTE SESGADO No corte con sesgo la viga mAs allb de la Cara interior del EI horde de revestimianto tasado de caps sencilla de apayo. 23/32" (madere contrachapada o 16mins de fibre l\ orienteda) suministra une transferencis de cargo vertical do10001p1(dos capas=20001p1).Elbordedo I 23/32"de madera contrachapada o 16mina de l fibre orientada ppermitido s6lo can profundidades de viga de haste 11-7/8" I j a menus quo se use con bloques 1 de presi6n de 2 x 4 mfn., seg6n se muestra an Is ;. Figura F4. w I• I Pansies de bloqueo instalados a un mfnimo de 4'en cads esquina de la construcci6n y por to menos a 4'code Nate: Se requiere bloqueo de 25'de longrtud de pared.Use Clavos Bd Wood I Beam'o e 6"e.c. puenteo-x on el soporte para apayo lateral. Verifique at c6digo local de const uccitin pare los defallea apropiados an Areas de aka cargo lateral. Verifique at c6digo local de construcci6n para los delal les apropiedos on Arses de eke cargo lateral. F9 PANEL DE BLOQUEO,INTERIOR F10 BLOQUES DE PRESI6N EN EL SOPORTE INTERIOR Transferencia de cargo vertical=MAxime de 2000 Ipl a In largo de Transferencia de cargo vertical=Mbxima de 2000 Ipl a In largo do Is pared de soporte Is pared de soporte de cargo• de cargo. La pared de soporte de cargo dabs apilarse sobre el La pared de soporte de cargo dabs apilarse entire bloqueo y Is pared o is vlge de abalo' el bloqueo y Is pared o Is viga de abajo." Cuando dos vigas se encuentran an Is pared,suministre un soporte mfnimo de 1-3/4"pare coda viga a mstele panel de bloqueo pare soportar ambos viges. `• Adhiere Is viga con un No se requieren paroles de bloqueo clavo o de cuendo has vigas son continues sabre Is perforaclci6n a cede lads pared y arriba no exists pared de soporte del soporte. de cargo. 'Les parades >; quo no se t opilan Blaque de presi6n(2x4 Clavos Bd Clavos 8d a 6"e,c.(a Begun requieren mfnimo).Requerido s610 si les especif caciones del considereci6n arriba exists are de profesional de diseffo,porn adicional. soporte de car a. quo cumplan con Is Nate de Instalaci6n D,p6gina 2.) Pared de soporte,Ihmins G-P Lam®LVL a viga glulam 'Les parades quo no se apilen requieren considereci6n adicional. Verifique el c6digo local de eoreslruccf6n pare los detalles spropiedos en Areas de aka cargo lateral. S CONSTRUCC16N DE VIGA DOBLE Vigo Profundidad Bloqueo regular de relleno Bloqueo de relleno ds profundided complete de Is viga Osese an les Figures F12,C4 y R7 Osess en Ise Figures F13 y F14 f Bloqueo de f � GPI 20 9w 2x6 2x6 relleno 1 y" 11 2x6 2 x 6 GPI 40 9W' 2x6+W LFO/madera contrachapada 2x6+W LFO/madera contrachapada Brache ,x ' p p yy�• 11%" 2x6+W"LFO/madera contrecha ode 2x8+14'LFO/madera cantreche ode d 14' 2x8+W'LFO/medere contra ch a pada 2x10+W'LFO/madera contrachapada \ ,/ GPI 65 9W 2 x 6+W'LFO/madera contrachapada 2x6+W'LFO/medere contrachapada \ rrv4• /1ti/ WI 40 11W 2 x6+N"LFO/madera contrachapada 2x8+W'LFO/madera contrachapada /( WI60 Vr 2x8+W'LFO/medere contrachapada 2x10+W'LFO/madera contrachapada 2 W' 16' 2 x 8+W LF0/medere contrachapada 2 x 12+°6"LFO/medere contrachapada 11W' (2)2x8 (2)2x8 WI 80 14' (2)2x8 (2)2x10 0 y' 76' 1212 x 8 (yl 2 x i2 1. 8oporte Is parte posterior de Is membrane durente el clevedo pare eviter defio a Is conexi6n de Is membrana y el reborde. 2. Deja une brecha do 1/8"entre Is parte superior del bloqueo de relleno y Is parte inferior del reborde superior. 3. Bloqueo s6lido entre vigas para is Ion gitud complete del tram o. 4. Coloque les vigas juntas y clove desde cads lado con 2 files de clavos 10d a 12"e.c., remachados cuendo see posible.Escalons les files a 6"desde los lados opuestos 6 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de piso F12 APERTURA DE PISO,COLGADORES DE MONTAJE SUPERIOR Bloques do respalde / a Ensemble Is vige doble Vigo prolundideddelavige Materiel Profundidad segg un Is Figure Fl I. GPI ZO 9 4",1114' 2x6 5%° (relleno regular) 9'rf",116" K" 8" / GPI 40 14" Y." 7 K„ ,3 GPI 65, 9X" h'+A" 6" ' W 140,W 160 11W1,1C,16" YV+h" 7'Y." WI 80 11 A",1C,16" 2x8 7%" "EI bloque dabs ser to suficientemente largo para permhir el clavado / requerido sin ralarse. Bloque de respaldo(4sese sl In cargo del colggodor excede 250Ihs.) Antes de insta arle un respaldo a una vipa dobla,martille(3)clavos 10d adicionales on la membrane donde se elustaril el respaldo.Remache cuando sea posible.Instale ei respaldo bion ajustedo a Is parte superior del rebarda.Use(10)clavos 10d,remachados cuando sea posible. Ensemble In vige doble 1 F13 APERTURA DEL PISO,COLGADORES DE MONTAJE DE CARA de p ofs Figuredided camp Antes / Bloqueo de respaldo Antes de instalar un respaldo a una vige dahle, / Padden requerirse martille(3)clavas 10d adicionales a Is / refuerzos de soporte an membrana donde se ajustarb el respaldo. los colggadores.(Ven In Remache cuando sea posible.Instals el Figure F18) respaldo lien ejustado a Is parts superior del reborde.Use 1101 clavos tOd,remachados/ S; cuando see posible. / t - Bloque de Bloques de respaldo* , / respaldo a ambos lados de Is Vigs Profundidad de In vige Material Profundidad membrana. r a GPI 20 GPI 40 9b4",111W,14" '6" 6%",8°x',10'/" GPI 65, 9if",1 1' 14",16" Y2"+K" 6%",8%",10y",12R" 6, WI 40,W160 / WI 80 11;5",14",16" 1;S'net 8'.4',10%",12/." A B `EI hloqua dabs ser to suficientemente largo pare parmitir el clavado / $ requerido sin rejarse.is profundidad del respaldo dabs igualar Is profundidad de Is vige menos 3-W. / F14 CONEX16N DE LARGUERO A VIGA Construccidn de Wood I Beam"doble segun la Figure F11 = "' (relleno de profundidad completa).Temaho do bloqueo del + respaldo a mstalaci6n segun Is Figure F13. } r8F Calgadaros pare Requisitos de clavado larguero de 14'(m5xfma) United Steel Products MSH 218 Mfnimo(121 clavos 10d an vigas dobles o 0 t1z6n LVL sencillo o doble.Minima Simpson Strong-Tie THA 218 (41 clavos 10d x 1-12"on sl larguero. Para largueros mayores a 14'o reaccidn de larguero mayor a 700 lbs.,Herne a G-P. Georgia-Pacific Corporation,septiembre 2003 7 Guia Residencial para Madera Aserrada Construida Detalles de piso F15 CONEX16N DE VIGUETA A VIGA F16 CONEXION DE VIGUETA A VIGA,PASO BAJO G-P Lam®LVLo viga AGlulam Fadden requerirse Limina de soporte. Colgador de montaje de refuerzos de soporte La limina dabs estar care an los colgadores. Pareis con Is care Note:Se podrian requerir (Vee In Figura F18) interior de Is viga de refuerzos de soporte Ives acero. Is Figura F18). Colgadores v o de montaje superior' 1 41 Colgadores de montaje superior' el a�I ee2uafio pare / l d'unto de a recu�rimiento B de piso 'Los colgadores Vigo de Acero opropiedos de G-P Lama LVLo montaje de care Nota:Se requiers bloqueo de madere s6lida viga Glulam pueden susthuirse. de Is viga de acero para colgadores de montaje de cera sabre viga de acero. 8 CONEX16N VIGUETA A VIGA,PASO BAJO F18 REFUERZOS DE SOPORTE Brecha(1I4"t) Podrian requerirse Revestimiento refuerzos de soporte on 2„* Remache los clavos tasedo por a r, los colgadores.(Ven la cuando sea posible APA®23/32" Figure F18) 48/240 horde G-P aprobado. i Vie Tamafio Cleves Madera - g he do[refusrzo �cmdins de drn' Cleves 8d a 11 mina de fibre orients o relueuos GPI 20 %'x 2""/,r" (3)10d 2x4 a cede ludo on: GPI 40 A"+%"x266/e" 3)10d )' ( Colgadores con I GPI 65 Yi'+Yi'x2°6/!' (3)10d clavadoleterel G-P Lama LVL WI 40 A"+A"x 2°6/6" (3)10d Colgadores con My, o vie lulam 6 lades qua no g g WI 60 Y2"+A"x 2/s' (3)10d comengan reborde p WI 80 1Y2"x26/6"(min.) (3)12d superiardewgas. Cones de pica de EI ancho mfnimo del refuerza es p6181`0 Revesurmento tasado ) de 2-EV16". k AM o Sturd-I-Floors Vea Is Figura F7 requisites de are las } -�`Ajuste apretado bloqueo. Colgador Fig BLOQUES DE PRESTON EN CARGAS CONCENTRADAS he de F20 REFUERZOS DE MEMBRANA Cargo concentrada desde arriba Geese cuando las cargos concentradas excedan los valores de Is table de abajo. Instale refuerzos segOn Is Figure F18 pero apretados contra el reborde superior y Is brecha inferior.Verifique to adecuado de Is vine para sobrallever Is cargo concentrada. Brecha de 1/4" fft Se requieren refuerzos de membrane ai la cargo concemrode excede 1120Its. 14201bs. 1500 lbs. Bloquee de manors s6lida todos los postes al soporte 15001bs. inferior con igual numero de bloques de presi6n $ Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de viga volada Se requieren pantiles de C1 VIGAVOLADA,SIN REFUERZO bloqueo de puenteo-x0Wood I C2 VIGA VOLADA,REFORZADA 8Beam"(vea Is Figura F2)an Revestimiento sencillo(Opcibn 1) Para las cargos permisibles de las vigas voladas y continuer pared/tache sabre viga volade, par 4'a cede lado del Area de Se requieren pansies de bloqueo de puenteo.x o Wood use Is table a la izquierda,use el viga voleda. I Beamm(vea Is Figure F2)an las vigas voladas y software FASTBeam a contacts continuer por4'a cede lado del Area de viga volada. a Georgia-Pacific. "El largo de la viga volada no puede exceder 1/4 del .S 2'-0 tramo adyacante(LI. Revastimionto de Adem&s: Revestimiento de 23/32"tasado parJ° 23/32"tasado AP A°o tablero de \�a m A)Si el extremo of viga volada soporta par APA®a MAxima de 2'-0" bards FiberStrong* cargas de pared/techo,el largo m6ximo de tablero de borde / la viga volada as T-0". FiberStrong*. Nota: Lasviges Wood I B)Si no hay cargos colocades an el extrema de Is viga Beemm dation Nota:Se requiere tablero ds borde FiberStrong*o revestimiento tasado par APA®de 48/24(fibra de care protegerse de Is volada,el largo mAximo de Is viga volada as 4'-0". horizontal)a un ado de Is viga.La protundicad dabs igualar le profundided complete de la viga. intemperis. Para otres condiciones contacte a Georgia-Pacific. Cleve al raborde de Is viga con clavos 8d a 6"e.c. C3 VIGA VOLADA,REFORZADA PATRON DE CLAVADO DE REFUERZO DOBLE Revestimiento doble(Opcion II) Se requieren pansies de bloqueo de puenteo-x o Wood I Beam(vea Is figura F2)an las vigas voladas y Clave con clavos 8d a 6"a.c.Compense el continuer par 4'a coda lads del Area de viga volada. ^ clavada an el lado apuesto del raborde para eviter rajedures. 6 fXr r ��r t i y r' rrr Revestimiento de �� 23/32"tasado par ��,i �6' APA®o tablero de MAxima de 2'-0" ✓ 6' horde FiberStrong*. Nota:Se requiere tablero de borde FiberStrong*o revestimiento tasado APA*48/24(fibre de care horizontal)an ambos Iados de Is viga.La profundidad dabs igualar Is profundidad complete de Is viga.Cleve a los rebordes de Is viga can clavos 8d a 6"e.c. Compense el clavada a los Iados opuestos del raborde para evitar rajaduras. La profundidad del bloque de C4 VIGA VOLADA,REFORZADA C5 VIGAVOLADA,CAIDA respaldolFiguraFl3)debe gualor a Is del bloqueo de Vigo doble(OpcitSn III) relleno de profundided complete Se requieren pansies de bloqueo de puenteo-x a Wood I Se requieren pansies de bloqueo de (Figura F11).Instale el respeldo Beam(vea Is Figure F2)on las vigas voladas y continuer puenteo-x o Woad I Beam(vea Is Figura F2) bien ejustado a Is parte inferior par 4'a coda lado del Area de viga volade. on las vigas voladas y continuer par 4'a cads del raborde.Clave con 2 files de lads de Area de viga volade. clavos 10d a 6"e.c.y remachs. r La pared de soporte de f t cargo no est6 permitida. 1 3. i e e 44" Revestimiento de Y 23/32"tasado par APA*o tablero de 12 borde FiberStrong*. Mkima de 2'-0" Nota:Bloquee juntos e1 largo completo con la profundidad complete del bloquea de relleno.Vea Is Minima de 2x8(disefiado par Serequieren pansies de bloqueo Figura F11 para el tamaho del relleno.Use 2 files de clavas 10d a 12"e.c.desde coda Indo; otros)clavedos al bloque de a m°�- an las vigas voladas y continuer Compense el lado opues[a clavando a 6"e.c.Para anchos de raborde mayores a M",use 3 respaldo y Is membrana con 2 \ °' par 4'a cads lado dal Area de viga files de clavos 10d a 12"e.c.desde coda lado;compense el lado opuesto del clavada a 6"s.c. files de clavos 10d a 6"e.c.y volada. Remache los clavos cuando sea posible. remachados cuando sea posible. Georgia-Pacific Corporation,septiembre 2003 9 Guia Residencial para Madera Aserrada Construida Detalles de plomeria PI ESPACIADO DE VIGA DEBAJO DE LA PARED DE PLOMERIA Paralela a la pared Espaciado de viga Vigo Pared 2 x 4 Pared 2 x 6 Soporte de GPI 20 5%" 7%" no cargo solamente Series 40,60 y 65 6" 8" WI 80 7" —9" ,J� Trace dlmensOn Cada tercer viga puede moverse haste 3"para evitar interferencis con Is plomeria P2 ESPACIADO,DEVIGA DEBAJO DE LA PLOMERIA II Q 0 C Were arriba i; Cada tercer viga puede moverse haste 3" pare evitar interfersncia con Is plomeria 10 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Detalles de techo R1 CONEX16N DE CRESTA A VIGA R2 EXTREMO SUPERIOR,SOPORTE SOBRE PARED Inclineci6n m4xima de 12112 Panel de bloqueo Wood I Beam",puenteo-x, revestimiento de 23/32"48/24tasado par APA*,o Apretedera*KANT-SAG* profundidad apropieda de tablero de bards LSTI22 a PSON LSTA21 FiberStrang*coma cierre continuo.Vea las con 1161 clavas 10d x 1-1/2" Figures F2,F5 y F7. Colgador de „• incline. n ajustable Ives Is p6gine 16) .I ii i� Refuerzo sesgado de soporte a coda lado(vee Is Figura F18) Vigs de create (G-P Lam*LVL a Glulam) Siga Is Figura F1 para el Sige Is Figure F1 para el claveda clavado sabre Is 16mina de sabre Is limina do soporte. *Aprstadere requerida para vige de 16"de soporte.Podrfan requerirse Podrfan requerirse conexiones profundided o elementos con inclinaci6n de Lumina de madera sea ads o conexiones adicionales de adicionales de levantamienta. 7/12 o mayor. conector de inclinaci6n variable levantamiento. R3 VIGAS SOBRE LA VIGA DE SOPORTE DE CRESTA R4 CORTE DE PICO DE WARD S610 an el extrema inferior de Is vige. Cuadrado de madere contrachapada de V4"x 2'-0"(colocar Is fibre horizontal)a coda lado can(12)clavas 8d remachedos o spretadere con(16)clavas 10d x 1-1/2" aplicados al reborde superior seg6n Is Figure R1. Panel de bloqueo Wood I Refuerzo de Beam Ives Is Figura F2). „ soporte a cad • lado Was Is Figure R8) k�4 L6mina doble de madera Alera mhxopc.) al de sesgado. a la Figure F1 are el Panel de bloqueo Si 9 9 p Wood I Beam o Siga la Figure Ft ere el clavado clavado sabre Is 16mina de G-P Lam LVL urs P o A vige de soporte puentao-x Ives sabre Is Ihmine de soporte. soporte.Podrfan requerirse P Is Figure F2) Podrfan requer rse conexiones Taje Is Wood I Beam pare suministrar conexiones adicionales de glulam, soporte compieto al tabards de ebejo. levantamiento. adicionales de Ieventsmiento. R5 VIGAS EN LAMINA SESGADA R6 CORTE DE PICO DE PAJARO S610 an el extrema inferior de la vige Refuerzo de soporte a cada lado(vee Is Figure R8) .` Panel de bloqueo Wood I Beam o puentoo-x Ives Is Figura F2). ss meq+ Bloque de 2x4 para adherirfachada Puenteo•x o paneles de bloqueo Wood I Beam. La longhud de viga volada no puede +�+• L6mina sesgada Verifique al use de puenteo•x exceder 1/4 del tramo adyacente(L). a� continua o Sige Is Figura F1 para el J con el c6di o local. Sia la Figure F1 ora el clavado sabre la / conector de clavado sabre In requar rs g g 9 P / soporte.Podrfan requerirse 2'-0”m✓3x. 16mina de soporte.Podrfan requerirse altura variable, conexiones adicionales de conexiones adicionales de levantamiento. I "Due no exceda 4'-0" levantamiento. Georgia-Pacific Corporation,septiembre 2003 �� Guia Residencial para Madera Aserrada Construida Detalles de techo R7 APERTURA DE TECHO,COLGADORES DE MONTAJE DE CARA R8 REFUERZO DE SOPORTE DE CORTE SESGADO Corte an sesgo el refuerzo de soporte pare emparsjar Is inclinaci6n del techo.Vea Is Figure FIB pare informaci6n sobre adhesi6n. Podrfan requerirse refuerzos ddoolcaare r de mantaje de soporte.(vea Is Figure F181 x Viga-I o G-P Lam®LVL Bloque sesgedo de " respaldo (Vea Is G-P Lam®LVL Siga Is Figura F1 para at Siga Is Figura F1 pare at Figure F13) o viga doble clavado sobre Is limina de clevado sobre Is 16mina de Coll ado de (vea Is Figure soporte.Podrfen re q uerirse inclinaci6n F11) soporte.Podrfan requerirse ajustable conexiones edicianales de conexiones edicianales de levantamiento. leventamiento. 8 EXTENSIONES OPCIONALES DE ALERO un 20 clavado al lado del R11 ALERO PARALELO A LA VIGA Puede usarse con las Figures R4,R5 y R6(Extremo B reborde superior con clavas de inferior solamente.) caja 10d a 8"e.c.Caloque un L taco cortado de 20 sobre Is Si a la Figura F1 l6mins,debajo del alero de g 2x4.Corte an ses o are doCuandoIs vi L excede at espaciado pare at clavado g p dela viga,podrfe requerirse L(2'-0"m4x.) sobre Is 16mina Refuerzo de emparejar Is doble viga. de soporte, soporte a cede inclinaci6n del techo. 1 Podrfan lado.We Is 1 requerirse Figura FIB) conexiones adicionales de levamamiento. R ADetenga \ Is viga Wood I Perilla exterior de 20 Beam"an Is lines de Is ? tajada alrededor del Bred y extiende el Corte de p �I reborde superior de Is reborde superior con un 2x4. 2x4 vige Wood I Beam.Cleve Sostenga Is extensi6n con un c� con clavos 8d Is parte 2x4 clavado a Is membrana de Is tip e' inferior de Is(limina y el viga con dos files de clavos 8d reborde superior. remachados a 8"e.c.Asegure Is Puenteo-x o panel de extensi6n del reborde a un soporte de bloqueo Wood I Beam. Siga Is Figure F1 pare at clavado 20 con clavos ad a B"ex. ?� Verifique el use de sabre Is 16mins de soporte. Pared con extremo de aguil6n at puenteo-x con el c6digo Podrfan requerirse conexiones local. adicionales do leventamiento. Tramos de subida inclinada y cortes de longitudes para techos inclinados Profundidad de viga \\NpG\bN Factor de 91/21, 11 W, 14" 16" \ P� \NG a Inclinaci6n inclinaci6n Cantidad longitudinal a intxemetltar pare corte de plomada(Lp on pies) PC O eaae 2X an 12 1.02 0.17 0.21 1 0.24 0.28 �r+F aEood`d 3 on 12 1.03 0.20 0.25 0.29 0.33 et m 3X on 12 1.04 0.23 0.29 0.34 0.39 8 4 in 12 1.05 0.26 0.33 0.39 0.44 434 an 12 1.07 0.30 0.37 0.44 0.50 5 on 12 1.08 0.33 0.41 0.49 0.56 Lh 6 an 12 1.12 0.40 0.50 0.58 0.67 Lh x FACTOR DE INCLINACI6N+Lp(en pies) 7 an 12 1.16 0.46 0.58 0.68 0.78 8 on 12 1.20 0.53 0.66 0.78 0.89 EJEMPLO: 9 on 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 on 12 1.30 0.66 0.83 0.97 1,11 extremo de 2'-0" 11 an 12 1.36 0.73 0.91 1.07 1.22 22'x 1.16=25.52'subiendo la inclinaci6n Si se va a user una viga de 14",agregue 0.68 pies. 25.52+.68=26.20' 12 an 12 1.41 0.79 0.99 1.17 1.33 ,2 x 12"=2.4"o aproximadamente 21/2" 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. '0" o dimensl6n Vea la dimensi6n <--- de traza > —nota M4 >; jam-- de trazo —> H O( La dimensi6n de trazo as la distancia minima desde la care interna de soporte hasta la orilla mos cercana del aguiero. ftfundidad Tramp despelado Di$metro de aguiem redondo de la viga de viga T T 4" 5" 6" 6Y" 7" 6" BIN, 9" 1a" 11" 1Y' 13" 10' 0'-6" 0'-6" 1'-0" 2'-0" T-0" 3'-6" 12' 0'-6" 1'-0" 2'O" T-13" 4'-6" 5'.0'' 9'/:" 14 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 6'-6" 16' 1'-0" 2'-0" T-6" T-0" 6'-6" T-0" 18' 1'-6" T-0" 4'-6" 6'-0" T-6" 8'-6" 20' 0'-6" 0'-6" 1'-0" T-0" 5'-6" T-0" 12' 0'-6" 0'-6" 1'-0" 1'-0" 2'-0" 2'-6" T-0" 4'-0" 5'-0" 14' 0'-6" 0'-6" 1'-0" T-0" T-0" 3'-6" 4'-0" T-6" 6'-6" Qei� 16' 0'-6" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 5'-6" 6'-6" T-6" Se 11 yell 18' 0'-6" 0'-6" 1'-6" T-0" 4'-0" 5'-0" T-6" T-6" 8'-6" 20' 0'-6" 1'-6" T-0" 4'-0" 5'-6" 6'-6" T-0" 9'-0" 22' 0'-6" 0'-6" 1'4" T-0" 5'-0" 5'-6" 6'-6" 8'-6" 10'-0" 24' 0'-6" 0'-6" 1 A" 1'-0" 3'-0" 4'-0" 5'-0" 7'-6" 9'-6" 1 Ejemplo abajo 10' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'4" 3'-6" 12' 0'-6" 0'-6" 1'-0" 1'-0" 1'-O" 1'-O" 1'-0" 1'-6" T-6" 2'-6" T-6" T-0" 14' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" T-6" 4'-0" 5'-0" 6'-6" 16' 0'-6" 0'-6" 1'-0" 1'-0" 2'-0" 2'-6" 3'-O" 4'4" 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" T-0" 8'-6" 14" 20' 0'-6" 0'-6" 1'-0" 1'-6" T-0" 3'-6" 4'-0" 5'-6" 6'-6" T-0" 8'-6" 22' 0'-6" 0'-6" 1'-0" 1'-0" V-6" T-6" 3'-0" 5'-0" 6'-0" 6'-6" 8'-6" 10'-6" 24' 0'-6" 0'-6" 1'-0" 1'-0" T-0" T-6" 4'-6" 6'-0" T-6" 8'-0" 10'-0" 26' 0'4" 0'4" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 5'-6" T-0" T-6" T-6" 12'-0" 28' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" T-0" T-0" 5'-6" T-0" T-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" 2A" T-6" 5'-0" 6'4" 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" T-6" 18' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" T-0" 8'-6" 20' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-0" T-6" 4'-0" 5'-6" 7'4" 8'4" 16" 22' 0'-6" 0'-6" 1'-0" 1'-O" 1'-0" 1'-0" 1'-0" 1'-6" 2'4" 3'-0" 4'-6" 6-6" 8'4" 10'4" 24' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-O" 2'4" 4'-0" 4'-0" 6'-0" 8'-0" 10'4" 26' 0'-6" 0'-6" 1'-0" UO" 1'-0" 1'-0" 1'-0" 1'4" T-0" 3'-0" 5'4" 7'4" 9'4" 12'-0" 28' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'4" 4'-0" 4'4" 6'4" 9'4" 11'-0" 30' 0'-6" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'4" 4'-0" 4'-0" 6'-6" 9'-0" 11'4" 14'-0" 32' 0'-6" 0'-6" 1'-0" 1'-0" V-0" 1'-0" 1'-6" T-6" 5'-0" 5'-6" 8'-0" 10'-0" 12'-6" 15'4" NOTAS: 5.Se debe permitir un grupo de agujeros redondos aproximadamente an la misma 1.Las ubicaciones para agujeros estbn basadas an los peores casos de condiciones de localizaci6n si cumplen con los requisitos de un agujero redondo individual tramo simples y m6tdples con cargos uniformes de piso de 40 LPC de cargo viva y 10 circumscrito a su alrededor. o 20 LPC de cargo muerta,tramos de la p6gina 3. 6.Para vigas con mbs de un tramo,use eltramo mfis largo para determiner la 2 Los agujeros no mayores a 1.5"an di6metro pueden colocarse an cualquier sugar de ubicaci6n del agujero an cualquier tramp. la membrana,pero el agujero debe estar espaciado a una distancia horizontal 7.Todos los agujeros presentados an esta table pueden estar colocados verticalmente despejada minima de 2veces su di6metro(Pero no mends de 1")de cualquier an cualquier lugar de la membrana;se debe mantener una distancia despejada de agujero adyacente. por to menos Ve"desde la orilla del agujero haste la superficie interior del reborde 3.Para agujeros mayores de 1.5"de di6metro,distancia despejada minima entre m6s cercano. a) dos agujeros redondos as 2 veces el di6metro del agujero mayor EJEMPLO: b► una agujero redondo unagujero rectan rectangular as la mayor de 2veces el di6metro Determine la localizaci6n permisible de un agujero redondo de 9"an una viga GPI de 9 1 Y9 Y 14"de profundidad qua se expande 20'. del agujero o dos veces el ancho del agujero rectangular En la table de la columna izquierda,encuentre 14"de profundidad de la viga, 4.Para agujeros multiples:La distancia despejada entre los agujeros debe igualar o mu6vase hacia la derecha y encuentre 20'an la columna de tramo de viga y exceder dos veces el di6metro del agujero mss grande,o dos veces el lado mss mu6vase a travels de la table para cruzarse con la columna de agujero redondo de largo de un agujero rectangular. 9".La localizaci6n mss cercana permisible para cualquier soporte as T-0". Georgia-Pacific Corporation,septiembre 2003 13 Gula Residencial para Madera Aserrada Construida Localizacion de agujeros para las vigas WI de tramo simple o multiple No perfore ni torte los rebordes. dlmensl6n Vea la dimensl6n �-- de trazo >; jE—nota#4—>j j<— de trazo —> La dimensi6n de trazo as la distancis minima desde la care interna de soporte haste la orilla mfis cercana del agujero. Profundidad rramo despaiodo Dihmetro de agujero redondo de to viga de viga 2' 3" 4" 5" 6%" 1" 124" 10' O'6" 1'-0" V-6" 2'6" 36" 12' 04" V-6" 26" 34" 5'0" 14' 2'-0" 3'-0" 4=0" 5'-0" 6'-0" Ely" 16, 24" 3'-0" 4,0" 5'-0" 6'-6" 18' 24" 3'0" 4'-0" 5'6" 7'0" `�QI 20' 1'-0" 2'6" 4,0" 5'-6" 7'-6" 12' 016" 1'-0" 1'-0" 116" 2'--6" 3'0" 4'-0" 4'-6" �e 14, 0'6" 1'-0" 1'-6" 2'6" 3'-6" 44" 5'6" 6'-0" 16' 0'6" 1'-6" 2=6" TV 5'-0" 5=6" 6'-6" 7'-0" 18' 2'0" 3'0" 4'0" 5'0" 6'0" 74" 8'-0" 8=6" 20, 2'0" 3-0" 4L O" 5=0" 6=6" 7=0" 8=0" 9101, 22, 24" 34' 4'-6" 5'6" 76" 8'-0" 94" 10'-6" 24, 2'-6" 44" 54" 6'-0" 8'0" 8'-6" 10,0" 11'-0" 26' 1'-6" 3'-0" 44" 54" 7'-6" 84" 104" 111-01, 28' 0'6" 1'-0" 2'0" 4'0" 66" 7'6" 9'-6" 11'-0" Ejemplo abajo 12' 0161, 1'0" 1'0" 1'-6" 1'-6" V-6" V-6" 26" 24" 3'-6" 4t.6" 14' 0'-6" 1'-0" 1'-0" 1'-6" 1'-6" 2'0" 34" 3'-6" 4'0" 54" 6'-0" 16' 0'-6" 1'-0" 1'-0" V-6" 2'6" 3'0" 44" 5'-0" 5'0" 6'-0" 7'0" 18' 04" V-0" 1-6" 2'-6" 34' 4,6" 5'6" 6'0" 6'6" 74" M" 20' 0'6" 1'-0" 1'-6" 24" 3'-6" 4'6" 5'-6„ 64„ 6'6„ 74" 8'611 14" 22' 0'6" V-0" 1'-6" 2'-6" 44" 5'0" 6'6" 7,6" 7'6„ 9411 10'01, 24' 04" 1'-6" 2,6" 44" 5'-6" 6'-6" 74" 8'6" 94" 10'0„ 11'-6" 26' 0'6" 2'0" TO" 4'6" 64" 7'0" 816" 910" 9'6" 1V-0" 12'0" 28' 04" V-0" 2'-6" 44" 610" 7'-0" 8'6" 9'6" 10,0„ 11'6" 134„ 30' 0'6" T-0" 11-0" 1'-6" 34' 46" 6'-6" 84" 9411 114„ 12'6" 32' W.6" 1'-0" 1'-0" V-6" 4'0" 54" 76" 8'-6" T.6" 11'6„ 13'0„ 14' 04" 1'-0" 1'-0" 1'-6" 1'-6" 14" V-6" 1'-6" 24" 3'0" 34' 4'0" 5'-0" 6'0„ 16' 0'-6" 1'-0" 1'-0" 1'-6" 1'-6" 1'-6" 24" 3'-0" 34' 4'0" 5'-0" 54" 6'-0" 7'-0" 18' 0'6" 1'-0" 11-0" V-6" 1'-6" 2'-6" 3'-6" 4,0" 4 6" 54' 64" 6'6" 7'-6" 8'6" 20' 0''-6" 1'-0" V-0" 1'-6" P-6" 2'-6" 3'6" 4'-0" 4'-6" 5'-6" 64" 64" 7'-6" 8'-6" 16" 22' 0'6" 1'-0" 1'-0" 1'-6" V-6" 2'-6" 4'0" 4'6" 5'0" 64" T-6" 7'-6" 9'0" 104" 24' 0'6" 1'-0" 1'-0" V-6" 3'0" 34" 5'0" 6'0" 6'-6" TV 8'6" 9'-0" 104" 11'6" 26' 016" 1'-0" 1'-0" V-6" 3'6" 4'6" 5'6" 6'6" 7'-0" 810" 910" 94" 10'6" 12'0„ 28' 0'6" 1'-0" 1'-0" V-6" 3'-0" 4'-0" 5'-6" 64" 7'-0" 8'6" 94' 10'0„ 11'6„ 13 0" 30' 0'6" V-0" 1'-0" 24' 4'0" 5''-0" 6'-6" 8'0" 8'-0" 10'0" 1V-0" 11'-6" 130" 14'6" 32' 0'6" 1'-0" l'-0" 1'-6" V-6" 1'-6" 44" 5'-0" 6'-0" 8101, 9'6" 10'0„ 12'0„ 13'6„ 34' 0'6" V-0" 1'-0" V-6" V-6" 3'-0" 510" 6'-6" 7'0" 910" 111-0" 11'-0" 13'-0" 15'-0" NOTAS: localizaci6n si cumplen con los requisitos de un agujero redondo individual circumscrito 1.Las ubicaciones para agujeros estan basadas an los peores casos de condiciones de a su alrededor. tramo simples y multiples con cargos uniformes de piso de 40 LPC de cargo viva y 10 o 20 6.Para vigas con mos de un tramo,use el tramo mss largo para determinar Is ubicaci6n LPC de cargo muerta,tramos de Is pagina 3. del agujero an cualquiertramo. 2.Los aguieros no mayores a 1.5"on diametro pueden colocarse an cualquier lugar de Is 7.Todos los agujeros presentados an esta table pueden estar colocados verticalmente an membrana,pero el agujero debe estar espaciado a una distancia horizontal despejada cualquier lugar de la membrana;se dobe mantener una distancia despejada de por to minima de 2veces su diametro(pero no menos de 1")de cualquier agujero adyacente. menos V8"desde la orilla del agujero haste Is superficie interior del reborde mos 3.Para aguieros mayores de 1.5"de diametro,distancia despejada minima entre cercano. a) dos agujeros redondos as 2 veces el diametro del agujero mayor EJEMPLO: b) un agujero redondo y un agujero rectangular as Is mayor de 2veces el diametro del Determine la localizaci6n permisible de un agujero redondo de 9"en una viga WI agujero o dos veces el ancho del agujero rectangular de 14"de profundidad que tiene expansiones multiples de 16'y 20'. 4.Para aguieros multiples:La distancia despejada entre los agujeros debe igualar o En Is table de la columna izquierda,encuentre 14"de profundidad de la viga, exceder dos veces el diametro del agujero mos grande,o dos veces el lado mos largo de muevase hacia la derecha y encuentre 20'on la columna de tramo de viga y un agujero rectangular. mu6vase a trav6s de la tabia para cruzarse con la columna de agujero redondo de 5.Se debe perm&un grupo de agujeros redondos aproximadamente an Is misma 9".La localizaci6n mos cercana permisible para cualquier soporte as 6'-6". 14 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Que hater y no hacer en la instalacion NO HAGA ESTO HAGA ESTO No corte o taje rebordes (excepto cortes de pico de law, I pajaro an los detalles del techo R4 y R6.) NO HAGA ESTO HAGA ESTO too771 , No infrinja las reglas de la table de agujeros. (Vee IesteMea de odficios on lee—� pApinas 13 y 14) NO HAGA ESTO HAGA ESTO No hage cortes de pico de p6jero an la parte inferior del reborde de `i extremo superior del par. Cuda continue o sujetador aprobado Viga de apoyo Vigo de apoyo Wood I BeamIm Wood I Beam (Refl6rase a la Figura R2.) NO HAGA ESTO HAGA STO o HAGA ESTO .r< IL No cuelgue vigas Wood I Teblero ; r: Colgedor Beam del reborde superior o de borde la membrana. NO HAGA ESTO HAGA ESTO o HAGA ESTO _ _ _ Par Extienda e)recubrimiento de piso pay hacia la care exterior de Is pared No hags torte sesgodo do Se requiere bloqueo viga mhs allb de Is cera interior de Is pared Wood I Beam o teblero de horde FiberStrong® an el soporte pare apoyo lateral Colgedor Georgia-Pacific Corporation,septiernbre 2003 15 Guia Residencial para Madera Aserrada Construida Detalles de soporte G-P Lam° LUL Conexi6n Soporte sobre Soporte sobre de viga a viga columna de madera columna de acero f f } 00 f 00 f p0 4t i Aseg6rese qua la capacidad del Verifique el area requerida de soporte y la capacidad de la columna de apoyo colgador as apropiada para coda para proveer resistencia adecuada.Se podrian requerir laminas laterales. aplicaci6n.Los colgadores deben ser Consulte al disenador correspondiente.Vea la table an la pagina 19 para instalados apropiadamente para sugerencias sobre topes de columnas. lograr la maxima capacidad. Ranura de viga en Soporte sobre Soporte para tizun pared de masoneria pared exterior de puerta o ventana iah 1 C �- � F 1 A, 4 Vy � L�✓ Evite el contacto directo de la G-P Lam Evite el contacto directo de la G-P Lam LVL con el concreto.Consulte el LVL con el concreto.Consulte el c6digo local de construcci6n para los c6digo local de construcci6n para los requisitos. requisitos. Soporte de cadera Soporte de cadera Corte/Tajado de extremo inferior de extremo superior de asiento La viga de cadera debe apoyarse La viga de cadera Bebe apoyarse EI corte de asiento no debe extenderse completamente sobre una lamina o poste. sobre un poste o an un colgador u otra mos ally de la care interior de soporte. EI corte de asiento no debe extenderse conexi6n apropiadamente disenada. No taje las vigas en el soporte. mos ally de la cara interior de soporte. Para recomendaciones de aseguramiento para elementos G-P Lam LVL de m6ftiplas piezas,vea las paginas 17 y 18. 16 Georgia-Pacific Corporation,septiembre 2003 Guia Residencial para Madera Aserrada Construida Notas generales para elementos G-P Lam° LVL de piezas multiples 1. Las filas superiors a inferiores de los conectores deben estar a 2"de la orilla. 2. Los aguieros de los pernos deben ser del mismo diametro qua el perno.Cada perno debe Ilegar a ocupar el grosor completo del elemento.Use arandelas debajo de la cabeza y la tuerca.Se pueden user pernos de transporte,pero la porcion exterior de la cabeza no puede estar salida mos ally del emparejamiento con la care exterior del elemento LVL. 3. Para elementos de tres piezas adheridos con clavos o tornillos,la adhesion especifice as desde coda lado.Escalone los sujetadores desde lados opuestos la mitad del espacio del sujetador para evitar rajaduras. 4. Para minimizer la rotacion,los elementos de 7"de ancho solo se deben usar cuando se aplican cargas a ambos lados,o completamente al frente de la parte superior del elemento. 5. Los elementos de 7"de ancho,sin importer su profundidad,deben adherise usando pernos o tornillos. Recomendaciones de sujecion para elementos cargados por encima y de piezas multiples La referencia de conexion(A,B,C,etc.)se refiere al patron de sujecion an la pagina 18. Pimfundidad del miembro Elemento de iezas multi les de 3l/s"-51/d'de ancho Elemento de piezas multi les de T'de ancho 9'/4"—1 V/8' 2 filas de clavos 16d a 12"e.c. 2 filas de pernos de 1/2"a 24"e.c. (patron A) (patron C) 0 14"-18" 3 filas de clavos 16d a 12"e.c. 2 filas de tornillos para madera de '/;'x 6"a 24"e.c. (patron B) (vea la nota 3 an la pagina 18) Pared del mismo grosor al de la lamina G-P Lam LVL de piezas multiples y centrada sobre la viga.La viga LVL de piezas multiples no debe ser colocada directamente debajo de Paredes de Soporte de viga completamente a plomeria.Las vigas LVL no se deben tajar o perforar,excepto travas del tope de la viga de piezas segun se indica an las paginas 16 y 19. multiples. W Podrian resultar condiciones de tope cargado de las Figuras de viga-I similares a F9,F10 y R3.En las Figuras F9 y F10,la pared de soporte puede ser reemplazada con lamina G-P Lam LVL de piezas multiples de tamano apropiado. Georgia-Pacific Corporation,septiembre 2003 17 Gula Residencial para Madera Aserrada Construida Recomendaciones de suj ecion para elementos de carga lateral y piezas multiples Refierase a las notes generales on la pagina 17. Las vigas de piso deben adherirse con colgadores metalicos aprobados.Las cargos laterales concentradas de conexiones de viga a viga podrian requerir consideracibn adicional;contacts al suministrador de productos de madera aserrada construida GP. a Petronas de sujeciGn Clavos Pernos Tornillos' ' A' B' C2 DI EIA Fie 2 filas 3 filas 2 filas 2 filas 2 filas 2 filas de clavo comun 16d de clavo comun 16d de pernos de'/:' de pernos do IN' de tornillos do Y."x 31/2" de tornillos de'A"x T/2' a 12"e.c. a 12"e.c, escalonados a 24"e.c. a 12"ex. escalonados a 24"ex. a 12"ex. 1. Los tornillos son United Steel Products de la serie WS o Simpson Strong-Tie de la serie SDS instalados segun recomendaciones del fabricante. 2. Escalone coda fila de sujetadores a 12". 3. Cuando se usan tornillos on la adhesion de elementos para former una viga de T'de grueso: a)la adhesion especffica as de coda]ado(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 quo el elemento central sea de 3-1/2"de grueso. Clavas Pernos Tornillos 00, <00,000 00) 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 filar a 24"E.C. .—I F .-12'x. ®. —24" ►® car 9ir�a gado"B�da�`a�no �, 9raraa i Las cargas laterales concentradas Lamina G-P Lam LVL de piezas multiples de Podrian resultar condiciones de carga podrian requerir pernos adicionales. carga lateral. lateral de las Figuras de viga-I similares a Para mos informacibn,contacte al F15A,F16,F17 or R1. suministrador local de madera aserrada construida GP. 18 Georgia-Pacific Corporation,septiembre 2003 Gula Residencial para Madera Aserrada Construida Agujeros permisibles en laimina G-P Lam' LVL Espaciado de 8"(m1n.) entre aguieros,tfplco. Mkimo do tras G.P Lam'LVL o agujaros Por tramo. viga glulam Aguisro(s)redondo(s)do miximo do I' "Rs a" S, 7 AIH M "4 0 51 U U OO 0 J 945-7 0 0 0 0 0 tramo do 1/3 trema modio do 113 tramo do 113 HO NOTAS: 1. El(Los)agujero(s)debe(n)estar localizado(s)a media profundidad y dentro del tramo media d91/3 2. Diimetro mdximo do V pare aguiero reclondo.No so permiten agujoros rectangulares. 3.Use un espaciado minima do 8"entre agujoros y no miffs de tres agujoros par tramo. 4.V6[idos solamente pare vigas do cargo uniforme do tramo sencillo y multiple.No son Alidos pare sectiones do vigas voladas. 5. La profundidad minima de la viga as 91/4". No tajo,perfore a cone G-P Lam LVL Conectores de viga a columna G-P Lam® excepto coma se muestra an este LVL publicaci6n. Cinia de Capacidad* Ancho columna Lbs.-11000/6 total Columna" Ancho Largo Altura KCC44 15315 3Yz" 4 x_Madera do Vs" 7" 4" KCC46 24065 3Y2" 6 x—Madera do 5%" ill, 6Y," KCC48 24065 V" 8 x_Madera do 7Y2" W' 0 5y" KCC64 37815 4 x_Madera de t 0 3% ill, 6 Yi' H KCC66 37815 5 Yw, 6 x—_Madera do 5y", ill, 6W 0 KCC68 37815 5%" 8 x__Madera do MY' ill, 6Y2" 0 ; KCC84 60940 7" 4 x_Madera de 91/81, 13" 8�1 l(cc 90 'v,>O� KCC86 60940 7" 6 x—Madera do 5%' 13" 8!1 <z\ KCC88 60940 7" 8 x Madera do1, 13" 7y 91 KLCC35-4 21000 V" acero de 4"de diAmetro ilyi, 4" • KLCC525-4 21000 5%" acero do V do di6metro 11%" 4" H KLCC7-4 21000 7" acero de C do diftetro i i X" a capacidad so refiere a la m6xima capacidad do la cima do columna USF. **La suflelencia do la columna a serverificada por otros. KLCC NOTA: Los productos de madera aserrada construida GP podrIan permitir el crecimiento de moho si se exponen a ciertas condiciones,incluyendo humadad,enmohocimiento,condensaci6n,ague a condiciones mojaclas.El moho,alhefla,hongo,alga,musgo,crecimiento bacteriano, decaimiento,pudrimiento a condiciones similares no son defectos do manufacture a del producto y Georgia-Pacific no asume responsabilidad u obligaci6n par tales condiciones,sin importer la causa. El usuario as responsable par la instalaci6n apropiada de los productos do madera aserrada construida GR Los productos deben ser instalados on estricta conformidad con las instrucciones do Georgia-Pacific y con todos]as requisitos aplicables de los c6digos de construcci6n y otras regulaciones.Adem6s,si no esi:6 cublerto especificamente par las instrucciones do instalacl6n a las ilustraciones detalladas de construcci6n de Georgia-Pacific,los productos doben ser instalados de acuerdo con las pr6cticas generalmente aceptadas de disefio y construcci6n. Cuando instale productos do madera aserrada construida,el usuario tambi6n dobe considerar los ofectus del clime y[a geografia local. Georgia-Pacific no garantiza ni as responsable par estructura torminada a sistema a1guno an el quo]as productos de madera aserrada construida GP puedan ser incorporados u otros componentes do construcci6n quo puedan ser usados con estos productos. Georgia-Pacific Corporation,septiernbre 2003 19 Engineered Lumber Installation Guide Engineered for performance / G-P Lam°LVL Wood I Beam"Joists p �\ FiberStrong•Rim Board x,��X Wood I Beam"Jo"Jo jj� G-P Lam"LVL u C Wood I Beam"Joist fl r a Fiberstrong"Rim Board G-P Lame LVL 3cG-P Lam'LVL �4 5 Wood I Beam"Joist G-P Lam'LVL When it comes to floor joists, rimboard, beams and headers, builders and contractors choose GP engineered lumber for many reasons. Today's residential building trends call for large, open spaces and high ceilings, creating a demand for products that D provide higher strength and greater stability over longer spans. Georgia-Pacific engineered lumber provides the following benefits: •More open spaces •Quieter floors with less vibration •A flat, level, more stable floor system WOOD=$B M" •Environmentally responsible W I D E M A T T E R S" •Limited lifetime warranty r For more information, call 1-800 BUILD GP Gill LAM® or visit www.gp.com/englumber. with FiberG ua rd'" k Georgia-Pacific FiberStrong® Georgia-Pacific Corporation 55 Park Place Atlanta,GA 30303 1-800-BUILD-GP www.gp.com WOOD I BEAM is a trademark and the ENGINEERED LUMBER logo,the WOOD I BEAM logo,FASTBEAM,FASTOPT,FASTPLAN, FIBERSTRONG,G-P LAM,and TOUGH-PLV are registered trademarks of Georgia-Pacific Corporation.Windows is a trademark of Microsoft Corporation.APA and STURD-I-FLOOR are registered trademarks of APA-The Engineered Wood Association. 02003 Georgia-Pacific Corporation.All rights reserved.Printed in USA. 9103 Lit.Item#127520. 02/20/2007 14:37 9043962633 CLARSON & ASSOCIATES PAGE 03/03 MAP SHOVING BOUNDARY SURyEy OF LOT 41 AS SHOWN ON MAP OF PARADISE PERSERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE- BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON 1HE ABOVE MENTIONED PLAT, NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLODD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075--00010, DATED 4-17-89. ELEVATIONS SHOWN THUS: (11.92) REFERS TO NATIONAL UEODI:TIC VERTICAL DATUM. LEGEND: a rcwND 7/2- IRON (Ug 1704) 0 SET 1/2" IRON (LB 1704) PC POINT OF CURVATURE PT POINT OF YANGENCY F.F. ELEV nNISH FLOOR &Lf VA710N PARADISE LANE (PRIVATE VARIABLE WIDTH RIGHT OF WAY) PT 207.80' N89036'50"E 55.00' 225'00• PC A A tj N 7.5' JEA 6CONCRETE- EASEMEN T Q,RIVEWAY' w e e . . . O 7.4 = O 0 20.1' 20' BRL Q I I• m N N I Q "' COVERED m a •cavcR a a I 11.7 a p I LOT � " 7.4! I LOT 42 40 2 STORY &.3 I s FRAME DWELLING 15" EAVES I #750 I� I F.F. ELEV=(11-92) m I CJ m lU I 12.3' 'Q:. ~ 7.T 14.7' N C O rn I �►.I _I a - coNCRETE° .. I 15' BRL PAD LOT 41 8' HIGH WOOD FENCE S89036150"W 55.000 UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST THIS INSTRUMENT PREPARED BY: Doc#2006170269,OR BK 13265 Page 2097, Deborah W.Taylor Number Pages:2 Filed&Recorded 05/16/2006 at 10:00 AM, Deborah W.Taylor,Attorney-at-Law,P.A. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 3945 St.Johns Avenue RECORDING$18.50 Jacksonville,Florida 32205 RECORD AND10: Deborah W.Taylor,Attorney-at-Law,P.A. 3945 St.Johns Avenue Jacksonville,Florida 32205 NOTICE OF COMMENCEMENT PERMIT NO..................... TAX FOLIO NO.172376-0115 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety(90) days after recordation. 1. Description of the property: Lot41.PARADISE PRESERVE according to the plat thereof as recorded in Plat Book 41,pages 31-31C of the current public recorads o Duval County,Florida. 2. General description of the improvement: Single Family Residence and other improvements 3. The owner: BESTCON,Inc.,a Florida Corporation Address:4400 Marsh Landing Blvd#6,Ponte Vedra Beach,FL 32082 Phone: Fax: Owner's interest in site of the improvement:Fee Simple 4. Fee Simple Title Holder (if other than Owner): Name: BESTCON,Inc. Address: 4400 Marsh Landing Parkway#6,Ponte Vedra Beach,FL 32082 5. Contractor: BESTCON,Inc. Address: 4400 Marsh Landing Parkway#6,Ponte Vedra Beach,FL 32082 Phone: Fax: 6. Surety�if any): A dress: Phone: Fax: Amount f Bond: $0.00 A copy o the payment bond(if any)is attached hereto as Exhibit"A". 7. Lender: SunTrust Bank Address:200 West Foryth Street,5th Floor,Jacksonville,FL 32202 Phone: Fax: S. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(1)(a)(7): Name: SunTrust Bank Address:200 West Foryth Street,5th Floor,Jacksonville,FL 32202 Phone: Fax: 9. The owner has designated the following person,in addition to himself, to receive a copy of the henor's notice as provided in Section 713.13(1)(b) of the Florida Statutes. Name: Address: Phone: Fax: 10. Expiration date of Notice of Commencement: (the expiration date is one (1)year from the date of recording unless a different date is specified): , The recordina of this Notice of Commencement dee-,not cen-,titnte a lien rinnd nr anrnmhrnnra nn r1,P aP� r;�,Aa Y STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 10th day of M Il W, Nichols, President, BESTCON,,,19g.x, a Florida Corporation, on behalf of the corporation. He/She sonally known me or has produced as identification. otomy 1��;;Sta an° P ~ ty't�foresaid ,n.�-� Gc; �Irr r RENEE GAIL BUSS lg�l�t Q w MY COMMISSION*DD441i8�1 1 ' °� 1 e EXPI Di f� Fldldu IJotery (407)398-0153 A,,.^..,�,�^^"`r� ofrte 84 y �,H (Serna o.,if any) ��J as hA90�� ��M1�