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Permit 2391 Ocean Breeze Ct ' V CITY OF ATLANTIC BEACH SSI } 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncaab.us Application Number . . . . . 07-00001677 Date 12/18/07 Property Address . . . . . . 2391 OCEAN BREEZE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 22000 ---------------------------------------------------------------------------- Application desc NEW METAL ROOF FL986 . 6 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CIRCLE L ROOFING 5402 1ST ST TALLEVAST FL 34270 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . Permit Fee 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 22000 Expiration Date . . 6/15/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS'APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION s0&e 3,3113 t' CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 r t Office: (904)247-5826 • Fax: (904)247-5845 Job Address: ,3 9V Ot IP01/L 4414 r-e 6-74- Permit Number: Legal Description Valuation of Work(Replacement Cost) $ 9,24 6 w ■ Class of Work(Circle one): New Addition Alteration Repair,--lbfQve--- ■ Use of existing/proposed structur (Circle one): Commercial esidentia ■ If an existing structure, is a fire sprinkler system Installed? (Circle one): es o N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes No Describe in detail the type of work to be performed: &W me Property Owner Information Name: � Address: ZYY City State�ip ZoBLPhone Contractor Information: Name of Company: nolcle aa�.',0Qualifying Age t: Address: 7175 s r S7i�r F City SSA State F/ Zip 31/X# Office Phone_9,V/ 9017 >9 Sal/ Job Site/Contact Number WY 7YA ySJ 3 State Certification/Registration# Office Fax# 9®V it/O 3S S 7 Architect Name & Phone# Engineer's Name & Phone # Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will beerformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read andexa .ned this a� li ion and know the same to be true and correct. All provisions of laws and ordinances governing this e f work wi e omplied with whether specified herein or not. The granting o a permit does not presume to give ut ri o io or cancel the provisions of any other federal, state, or local law regulating construction or erfor ante 'c ruction. Signature of Property O Signature of Contractor: Swo to and subscri efore Swo to and subs b f this Day of this�Day of Notary Public ` Notary Public:;� �ilJ1rl L°`- Notpry DuplinofFlridaMu""' �w� A.nabel Garcia REVISED 03.05.0eX ",.08 081 Dg70J433 �' Commission#DD283090 Etcpires o8/0&12017 . aa Expires:Jan 21,2008 '-1. Bonded Thru 11. Atlantic Bonding Co.,Inc. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ±; ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000604 Date 5/01/08 Property Address . . . . . . 2391 OCEAN BREEZE CT Application type description PLUMBING ONLY Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc IRRIGATION SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Raab, Richard TURFMASTERS & IRRIGATION 244 Northwind Ct 7727 ALTON AVE Ponte Vedra Beach JACKSONVILLE FL 32211 PONTE VEDRA BCH FL 320821952 (904) 545-7418 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/28/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' CITY OF ATLANTIC BEACHO�� I I ((orw� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233OFFICE(904)2475826*FAX NO.:(904)247-5645 � BUILDING-DEP OCOAB.US %r PLUMBING PERMIT APPLICATION DUVAL COUNTY A .DAIV 0 NO r✓ F4.INA CE�°tN g(ZEEZE Coo QT ❑YES PERMIT#:: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS 6.PHONE: KtC*kA -(3 FAAS -1'7z-7 Aum,,l ASE 1904- ?'Z4gt/4 eT0 7.NAME OF COMPANY: 8.ADDRESS.: TvrizF �-S 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE 11.FAX NO.: .r- 7/ Yo# 51-57418 90¢ 72-o Zo48 12.EMAIL ADDRESS: � 13.OFFICE PHONE: 14. /Ay&lsexSa ArW?"i; ,a-x 90+ 72 9i/ it Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nu#and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 11S.NATtM Of WORK: igRRE NEW 0'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING D OTHER: 18.NWNf t : BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): 17-?-%6 A'R0 nl ROOF DRAIN . PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAG FORM BLDG03:REVISED:1/102008 � - A FILE COPT DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for Raab Beach House ATLANTIC BEACH, FLORIDA prepared for: RICHARD THOMPSON CORPORATION COAB Submittal June 9, 2006 CWI Project No.: 0601-57 prepared by: CONNELLY &WICKER, INC. 10060 Skinner Lake Drive, Suite 500 Jacksonville, FL 32246 (904) 265-3030 • Fax (904) 265-3031 J n Za recht, E.I. Stephen V. Manis, P.E. Florida P.E. Number: 43342 Connelly & Wicker, Inc. Comp.By: JZB Job No. 0601-57 Checked By: SVM Date: 6/7/2006 Raab Beach House Atlantic Beach, Florida r Stormwater Drainage Calculations Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 11,472 ft' Runoff Coefficient Area Lot Area Description (ft`) (ft`) "C" Wtd "C" Impervious 500 11,472 1.00 0.04 Pervious 10,972 11,472 0.20 0.19 Runoff Coefficient(C)= 0.23 Runoff Volume V= 0.23 x 11,472 x 9.3 / 12 V= 2,088 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 11,472 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,049 11,472 1.00 0.27 Pervious 8,423 11,472 0.20 0.15 11,472 Runoff Coefficient(C) = 0.41 Runoff Volume V= 0.41 x 11,472 x 9.3 / 12 V= 3,669 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,669 - 2,088 DV= 1,580 ft3 On-Site Storage 0601-57 Stormwater Calcs 6/7/2006 Provided Storage: Based on the Soils Survey Map of Duval County the soil on-site is classified as Kureb Sand with the following properties: Map Symbol (Number): 29 Hydologic Group: A Estimated Seasonal High Groundwater: > 6.0 feet below grade Permeability: 6.0-20.0 inches per hour Depth of Infiltration Determine the depth of infiltration during the 25-year/24-hour storm event: Depth of Infiltration = (24 hours)*(6.0 in/hr) 12 in/ft Depth of Infiltration = 12 feet But, since groundwater is estimated at 6.0' below grade, only 6.0'of sand is available for retention Soil Retention From the site plan, there is 1,140 ft2 of available pervious surface area on site to retain the required 1,580 ft3 of storage volume Assuming 30% voids in the sand,the required volume of sand is: 5,268 ft3 With 1,140 ft2 avaiable, the depth to achieve the required storage is: 4.6 feet Therefore,since 4.6' <6.0',there is sufficient volume in the sand to retain the required storage volume. Containment Swales Time to reach 4.6' below grade with 6.0 in/hr permeability rate: 9.2 hrs Thus 6"deep containment swales will be provided to retain the peak hour of the 25-year/24-hour storm. 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Jo� 'I3J'\.l�c.•.'M. `>��,Yp�p WIN,, n� 7•7S J;,'. ����£..,, .%5.�4�7\'��FF'c Ar�.,��t�+�:.•C�,Cr� �� � T v '•f r J ) r Y +, .,rr��'N �n\?��1 '�11�%� +�\•\.r./+�^la r���J4 :.°". a t�7 rl r O4iY � r .•.` f .r. 1 •1'1 � !4 J1!l r! f 8 01111 HYDROLOGICIHIGH WATER GROUPSOIL DESCRIPTION LEVEL PERMEABILITY • , -�- • • CONNELLY i WICKER INC. RAAB BEACH HOUSE 1' �M o00A-2004 FILE C Ener Gau e®4.0 QR JY 9 } FLORIDA ENERGY EFFICIENCY CODE ' FOR BUILDING CONSTRUCTIONF IL Florida Department of Community Affairs P Y Residential Whole Building Performance Method A - Project Name: R Thompson,Raab Builder I,.c► r '��.a w•1 so,,.. j Address: Lot: 7, Sub: , Plat: Ocean Breeze Ct Permitting Office: City, State: Jacksonville Beach, FI Permit Number. Owner: { i �!^A r d� Raz k---) Jurisdiction Number: j Climate Zone: North 1. Now construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a_ Central Unit Cap:48.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:48.0 kBtu/hr 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ft) 4816 ft' c. N/A - 7. Glass type I 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)264.0 f= a• Electric Heat Pump Cap:48.0 kBtu/hr b. SHGC: HSPF:7.90 _ I (or Clear or Tint DEFAULT) 7b. (Clear)264.0 ft' _ b. Electric Heat Pump Cap:48.0 kBtu/hr - 8. Floor types HSPF:7.90 - a. Slab-On-Grade Edge Insulation R=0.Q,,J28.0(p)ft _ c. N/A - I b. Raised Wood,Adjacent R-13_0, 1100.0ft2 _ _ j c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,2829.0 ft2 _ EF:0.90 = b. Frame,Wood,Adjacent R=19.0, 140.0 W - b.N/A c. Frame,Wood,Exterior R=19.0, 1711.0 ft' _ - d.N/A _ c. Conservation credits _ e. N/A - (HR-lieat recovery,Solar 10. Ceiling types _ DHP-Dedicated beat pump) a. Under Attic R=30.0,2850.0 ft2 15. HVAC credits MZ-C,PT,MZ-H _ I b.Under Attic R=19.0, 1150.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Wbole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed)..Garage Sup.R=6.0, 165.0 ft MZ-C-Multizone cooking, b. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,175.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.26 Total as-built points: 58297 PASS Total base points: 60596 1 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 � Sr,4. Code. 01itcalculation indicates compliance �,'�, z, . �6 PREPARED BY: with the Florida Energy Code. DATE: Before construction is completed this building will be inspected for n I hereby certify that this buildii4 as designesi;A_T compliance with Section 553.908 compliance with the Florid `ery Co / Florida Statutes. GDDytrg'ig� OWNER/AGENT- BUILDING OFFICIAL: DATE: (o01 DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&WiMer Glass output on pages 2&4. EnergyGaugeO(Version: FLRCSB v4.0) °a ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score,the more efficient the home. Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, FI, 1. New construction or existing New _ I2. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 3 _ b.Central Unit Cap:48.0 kBtu/hr 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ft') 4816 fF _ c. N/A _ 7. Glass type I 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. (Dbie Default)264.0 ftz _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)264.0 ft? _ b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types HSPF:7.90 _ a. Slab-On-Grade Edge Insulation ROOK+28.0(p)ft - c. N/A _ b. Raised Wood,Adjacent R=I3.0, 11 00.0ftz c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,2829.0 ftz _ EF:0.90 _ b.Frame,Wood,Adjacent R=19.0,140.0 V _ b_N/A _ c. Frame,Wood,Exterior R=19.0, 1711.0 ft &N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated beat pump) a. Under Attic R=30.0,2850.0 W _ 15. HVAC credits MZ-C,PT,MLH _ b.Under Attic R=19-0, 1150.0 fl= (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=6.0,165.0 R _ MZ-C-Multizone cooling, b. Sup:Con. Ret Con. AH(Sealed):Interior Sup.R=6.0, 175.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy savin featu'1res which will be installed(or exceeded) y0 ST,trAo in this home before final ' on.Othe �e =e r 'O.e J. ,a new EPL Display Card will be completed '�` _ r based on installed Code liant f � Builder Signature: Date: Address of New Homel oTl 'l a e CcC. g t;a es a c4"Ci /FL 11 p "c 6 c Q ty �?� 7� c�._�L *'VOTE.- 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 EnergyStar' designation), 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.ucfedu 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 8501487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&winter Glass output ones 2&4. EnergyGauge®(Version:FLMNB v4.0) FORM,,600A-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, Fl, 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 4816.0 20.04 17372.3 Double,Clear E 10.0 6.5 60.0 42.06 0.43 1080.5 Double,Clear E 10.0 8.1 40.0 42.06 0.46 781.3 Double,Clear S 1.0 6.5 40.0 35.87 0.96 1377.5 Double,Clear W 1.0 6.5 20.0 38.52 0.98 754.3 Double,Clear N 1.0 6.5 20.0 19.20 0.98 377.0 Double,Cly E 10.0 5.5 60.0 42.06 0.40 1011.7 Double,Clear N 1.0 5.5 3.0 19.20 0.97 55.9 Dade,Clear W 1.0 5.5 40.0 38.52 0.96 1484.7 Double,Clear E 10.0 5.5 40.0 42.06 0.40 674.4 Double,Clear S 1.0 5.5 28.0 35.87 0.93 935.3 - Dade,Clear W 1.0 5.5 30.0 38.52 0.96 1113.5 Double,Clear N 1.0 5.5 64.0 19.20 0.97 1192.8 Double,Clear E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear S 1.0 5.5 52.0 35.87 0.93 1737.0 Double,Clear S 15.0 5.5 24.0 35.87 0.43 372.0 Double,Clear E 10.0 5.5 72.0 42.06 0.40 1214.0 Double,Clear SE 3.0 5.5 24.0 42.75 0.64 657.7 Double,Clear W 1.0 5.5 54.0 38.52 0.96 2004.3 Double,Clear s 1.0 5.5 64.0 35.87 0.93 2137.8 Double,Clear N 1.0 5.5 114.0 19.20 0.97 2124.7 Double,Clear E 1.0 5.5 54.0 42.06 0.96 2187.2 Double,Clear N 1.0 5.5 67.0 19.20 0.97 1248.7 Double,Clear E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear SE 1.0 5.5 39.0 42.75 0.95 1588.1 Double,Clear S 1.0 5.5 78.0 35.87 0.93 2605.5 Double,Clear W 1.0 5.5 81.0 38.52 0.96 3006.4 As-Bullt Total: 1264.0 36610.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 140.0 0.70 98.0 Concrete,Int Uusul,Exterior 5.0 2829.0 1.00 2829.0 Exterior 4540.0 1.70 7718.0 Frame,Wood,Adjacent 19.0 140.0 0.40 56.0 Frame,Wood,Exterior 19.0 1711.0 0.90 1539.9 Base Total: 4680.0 7816.0 As43uitt Total: 4680.0 4424.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 240 48.0 6deriur Wood 96.0 6.10 585.6 Exterior 96.0 6.10 585.6 Adjacent Wood 20.0 2.40 48.0 Base Total: 116.0 633.6 As4kM Total: 116.0 633.6 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, FI, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3126.0 1.73 5408.0 Under Attic 30.0 2850.0 1.73 X 1.00 4930.5 Under Attic 19.0 1150.0 2.34 X 1.00 2691.0 Base Total: 3126.0 5408.0 As-Built Total: 4000.0 7621.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 128.0(p) -37.0 -4736.0 Slap-C - rade Edge Insulation 0.0 128.0(p -41.20 -5273.6 Raised 1100.0 -3.99 4389.0 Raised Wood,Adjacent 13.0 1100.0 0.63 687.5 Base Total: -9125.0 As-Built Total: 1228.0 -4686.1 INFILTRATION Area X BSPM = Points Area X SPM = Points - 0 4816.0 1021 49171.4 4816.0 10.21 49171.4 Summer Base Points: 71276.2 Summer As-Built Points: 92875.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 48000 bbth,SEEPJEFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 92876 0.50 (1.09 x 1.147 x 0.95) 0.263 0.902 11957.7 (sys 2:Central Unit 48000 bluh,SEERIEFF(13.0)Duds:Con(S),Con(R),Int(AH),R6.0(INS), 92876 0.50 (1.00 x 1.147 x 0.86) 0.263 0.902 11957.7 71276.2 0.4266 30406.4 92875.8 1.00 1.087 0.263 0.902 23915.4 EnergyGaugeTm DCA Form 600A-2004 EnergyGaugeWFIaRES2004 FLRCSB v4.0 FORM,600A-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, Fl, 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 4816.0 12.74 11044.1 Double,Clear E 10.0 6.5 60.0 18.79 1.40 1574.9 Double,Clear E 10.0 8.1 40.0 18.79 1.35 1011.8 Double,Clear S 1.0 6.5 40.0 13.30 1.01 538.6 Double,Clear W 1.0 6.5 20.0 20.73 1.01 416.9 Double,Clear N 1.0 6.5 20.0 24.58 1.00 491.6 Double,Clear E 10.0 5.5 60.0 18.79 1.44 1618.9 Double,Clear N 1.0 5.5 3.0 24.58 1.00 73.8 Dade,Clear W 1.0 5.5 40.0 20.73 1.01 837.1 Double,Clear E 10.0 5.5 40.0 18.79 1.44 1079.2 Double,Clear S 1.0 5.5 28.0 13.30 1.03 384.2 Double,Clear W 1.0 5.5 30.0 20.73 1.01 627.8 Double,Clear N 1..0 5.5 64.0 24.58 1.00 1574.0 Double,Clear E 1.0 5.5 48.0 18.79 1.02 918.3 Double,Clear S 1.0 5.5 52.0 13.30 1.03 713.5 Double,Clear S 15.0 5.5 24.0 13.30 3.66 1167.4 Double,Clear E 10.0 5_5 72.0 18.79 1.44 1942.6 Double,Clear SE 3.0 5.5 24.0 14.71 1.43 505.9 Double,Clear W 1.0 5.5 54.0 20.73 1.01 1130.1 Double,Clear S 1.0 5.5 64.0 13.30 1.03 878.2 Double,Clear N 1.0 5.5 114.0 24.58 1.00 2803.8 Double,Clear E 1.0 5.5 54.0 18.79 1.02 �' 1033.1 Double,Clear N 1.0 5.5 67.0 24.58 1.00 1647.8 Double,Clear E 1.0 5.5 48.0 18.79 1.02 918.3 Double,Clear SE 1.0 5.5 39.0 14.71 1.04 598.4 Double,Clear S 1.0 5.5 78.0 13.30 1.03 1070.3 Double,Clear W 1.0 5.5 81.0 20.73 1.01 1695.2 As-Built Total: 1264.0 27261.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 140.0 3.60 504.0 Concrete,Int Ir"Exterior 5.0 2829.0 5.70 16125.3 Exterior 4540.0 3.70 16798.0 Frame,Wood,Adjacent 19.0 140.0 2.20 308.0 Frame,Wood,Exterior 19.0 1711.0 2.20 3764.2 Base Total: 4680.0 17302.0 As43uilt Total: 4680.0 20197.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior wood 96.0 12.30 1180.8 Exterior 96.0 12.30 1180.8 Adjacent Wood 20.0 11.50 230.0 Base Total: 116.0 1410.8 As-Built Total: 116.0 1410.8 EnergyGauge®DCA Form 60OA-2004 EnergyGauge8/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, FI, PERMIT#: BASE AS-BUILT CEILING TYPESAma X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3126.0 2.05 6408.3 Under Attic 30.0 2850.0 2.05 X 1.00 5842.5 Under Attic 19.0 1150.0 2.70 X 1.00 3105.0 Base Total: 3126.0 6408.3 As-BuOt Total: 4000.0 8947.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 128.0(p) 8.9 11392 Slab-OrFGrade Edge hmAahm 0.0 128.0(p 18.80 2406.4 Raised 1100.0 0.96 1056.0 Raised Wood,Adjacent 13.0 1100.0 3.25 3575.0 Base Total: 21952 As4kdlt Total: 1228.0 6981.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 4816.0 -0.59 -2841.4 s 4816.0 -0.59 -2841.4 Winter Base Points: 35518.9 Winter As-Built Points: 60947.6 Total Winter X System = Heating Total X Cap X Dud X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (system - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 48000 btuh,EFF(7.9)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 60947.6 0.500 0.069 x 1.169 x 0.95) 0.432 0.902 13150.2 (sys 2:Elect&Heat Pump 48000 btuh,EFF(7.9)Ducts:Con(S),Cm(R),Int(AH),R6.0 60947.6 0.500 (1.000 x 1.169 x o.88) 0.432 0.902 13150.2 35518.9 0.6274 22284.6 60947.6 1.00 1.108 0.432 0.902 26300.4 EnergyGauge-DCA Form 600A-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: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, Fl, 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 0.90 3 1.00 2693.56 1.00 8080.7 As43uilt Total: 8080.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water""= Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 30406 22285 7905 60596 23915 26300 8081 58297 E: PASS . 04IM S��A COD wed° EnergyGaugeTM'DCA Form 60OA-2004 EnergyGaugeWFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRAC710E CHECK Exterior Windows&Doors 606.1.ABC.1.1 Magnum:.3 cfm1sq_fL window area;.5 cf n/sq.ft.door area Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk gasket,weatherstrip or seat between:windows/doors&frames,surrounding wall; foundabm&wall sole or sill plate;joints between exterior wap panels at corners;utility Penetrations;between waN parcels&topboltom plates;between walls and floor. EXCEPTION:Frame wags where a co urinous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC_12.2 Penetrations/openii gs>W sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,pernebrtions and seams. Ceilings 606.1.ABC.1.2.3 Between wags&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soMts,chimneys,cabinets sealed to contirnaus air barrier,gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is rrtsped that is seated 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 toot with 1/2"clearance&3•from irmula ion;or Type IC rated with<2.0 cfm from r r. &M boned space,tested. Multi-story Houses 606.I.ABC.1.2.5 Air barrier on perhne ter of froor cagy betown floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2.Switch or clearly marked circuit 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&pod heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be reslix ted to no more thari 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 AN ducts,fittings,rnecanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in u ncondiitioned attics:R-6 min.insulation_ HVAC Controls 607.1 Separate readily accessible manual or automatic ffmwwstat for each system Insulation 604.1,602.1 Cerings-Min.R-19.Common vim-.Frame R-11 or CBS R-3 both sides. Common ceiWg&floors R-11. EnergyGaugel DCA Form 600A-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House POWELL HEATING &AIR GOND INC Job: 1-24-06 2610 Dobbs Rd.,St.Augustine,FI 32086 Phone:(904)794-2665 Fax:904-7942329 Email:into@powellac.00m Project ! f For: Richard Thom ppson Corp 1171 Beach BNd,Jacksonville, FI 32250 Phone:246-0375 Fax:247-9242 Notes: rWrte block/2X6 Raab Res 4 story Ocean Breeze Ct Design • • Weather: St Augustine, FL, US Winter Design Conditions Summer Design Conditions Outside db 35 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF ` Design TD 35 OF Design TD 17 OF Daffy range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 91914 Btuh Structure 60751 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 91914 Btuh Use mfo.data n Rate/swing multiplier 0.97 Infiltration Total sees.equip.load 58929 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 1610 Btuh Ventilation 0 Btuh Heating Coaling Infiltration 11584 Btuh Area(ft2) 4816 4816 Total latent equip.load 13194 Btuh Volume(ft3) 43875 43875 Air changes/hour 0.9 0.4 Total equipment load 72122 Btuh Equiv.AVF(cfm) 659 293 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 2907 cfm Actual cooling fan 2907 cfm Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Standard Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr r*` i01-1t5011't Right-Suite Residential"'5.0.48 RSR24925 2006-Jan-24 15:18:11 Ck C:\Documents and Settings\Ray Lake\My Documents\Right Suite Res\R Thompson Raab.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House POWELL HEATING &AIR COND INC Job: 1-24-06 2610 Dobbs Rd.,St.Augustine,F132086 Phase:(904)794.2665 Fax:9047942329 Email:irdo@powelbo.com Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.9 ach x 43875 ft' x 0.0167 = 659 cfm 2. Winter infiltration load 1.1 x 659 cfm x 35 OF Winter TD = 25388 Btuh 3. Winter infiltration HTM 25388 Btuh / 1380 ft2 Total window = 18.4 Btuh/ft2 and door area Procedure B-Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 43875 fl? x 0.0167 = 293 cfm 2. Summer infiltration load 1.1 x 293 cfm x 17 OF Summer TD = 5481 Btuh 3. Summer infiltration HTM 5481 Btuh I 1380 ft2 Total window = 4.0 Btuh/ft2 and door area Procedure C -Latent Infiltration Gain 0.68 x 58 gr/lb moist.diff. x 293 cfm = 11584 Btuh Procedure D-Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 17 OF Summer TD = 0 Btuh Sensible load for structure(Line 19) + 60751 Btuh Sum of ventilation and structure loads = 60751 Btuh Rating and temperature swing multiplier x 0.97 Equipment sizing load-sensible = 58929 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 58 grub moist.diff. = 0 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 11584 Btuh Equipment sizing load-latent = 13194 Btuh *Construction Quality is: a No.of Fireplaces is: 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvri40t'7t50ft Right-Suite Residential' 5.0.48 RSR24925 2006-Jan-2415:18:11 }k C:\Documents and Settings\Ray Lake\My Documents\Right Suite ReMR Thompson Raab.rsr Page 1 f RIGHT-J WORKSHEET Entire House POWELL HEATING &AIR COND INC Job: 1-24-06 2610 Dobbs Rd.,St.Augustine,FI 32086 Phone:(904)794-2665 Fax 9047942329 Email:irEolftbpmellac.com Ab4NUAL J.7th Ed. 1 Name of room Entire House 1st floor 2nd floor 3rd floor 2 Length of exposed wall 666.0 ft 128.0 ft 194.0 ft 172.0 It 3 Room dimensions 928.0 x 1.0 ft 1459 x 1.0 ft 1303 x 1.0 ft 4 Ceiings Condit.Option 9.0 ft p 8.0 fl heaUcool 10.0 fl I heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load M") Area Load(Btu) Area load(Bluh) Area Load(Btuh) EXPOSURE NO. Htg I CIg (ft) H Ig CIg H1g I CIg (1111) Htg I Cig (ft-) Htg Clg 5 Gross a 14B 5.0 1.9 3636 "" 864 "" "" 1836 "" ""' 468 - - Exposed b 13H 2.1 0.7 160 "" "" 160 0 walls and c 12H 2.1 1.2 2264 "" 0 *"' ""' 104 "" "" 1080 partitions d 0.0 0.0 0 "" 0 '" ""' 0 "" "" 0 e 0.0 0.0 0 "" '"" 0 "" """ 0 "" "" 0 6 Windows and a 3C 25.4 " 824 20909 - 140 3553 - 182 4618 - 250 6344 - glass doors b 3C 25.4 " 176 4466 - 0 0 - 3 76 - 106 2690 - Heating c 9G 18.3 " 64 116.9 - 0 0 - 40 731 - 24 438 - d 80 25.4 " 20D 5075 - 40 1015 - 40 1015 ""' 72 1827 - e TC 45.2 " 0 0 - 0 0 - 0 0 """ 00 ""' f 3C 25.4 " 0 0 - 0 0 - 0 0 "" 0 0 -- 7 Windows and North 15.1 833 "' 12612 151 - 2518 194 - 2876 343 - 5083 glass doors NE/NW 0.0 0 ""' 0 0 - 0 0 - 0 0 - 0 Cooling ENV 44.8 375 "" 168W 20 - 896 70 - 3136 102 - 4570 SE/SW 38.8 41 "" 1606 0 - 0 0 - 0 4 - 142 South 23.8 14 "'" 342 9 - 209 1 - 17 3 - 69 Horz 0.0 0 "" 0 0 - 0 0 - 0 0 - 0 8 Other doors a 10D 16.1 9.5 96 1546 910 48 773 455 48 773 455 0 0 0 b 10D 16.1 9.5 20 322 190 20 322 190 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 146 5.0 1.9 2829 14258 5418 635 3205 1218 1526 7691 2923 266 1341 509 exposed b 13H 2.1 0.7 140 294 101 140 294 101 0 0 0 0 0 0 walls and c 12H 2.1 1.2 1711 3593 2115 0 0 0 101 212 125 830 1743 1026 partitions d 0.0 0.0 0 0 0 O O 0 0 0 0 0 0 0 e 0.0 0.00 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.2 1.4 2850 3292 3856 0 0 0 850 982 1150 500 578 677 b 16D 1.9 2.2 1150 2133 2499 150 278 326 300 557 652 200 371 435 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 O 0 0 0 0 O 0 0 0 0 0 0 11 Floors a 22A 28.4 0.0 128 3629 0 128 3629 0 0 0 0 0 0 0 (Note:room b 19C 1.3 0.0 1100 1463 0 0 0 0 700 931 0 150 199 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 O 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 18.4 4.0 1380 25388 5481 248 4563 985 313 5758 1243 452 8316 1795 13 Subtotal loss--6+8..+11+12 - 87537 - - 17631 - - 23344 - - 23846 - Less external heating - 0 - - 0 - - 0 - - 0 - Less transfer - 0 - - 0 - - 0 - 14 Duct loss 5 0A 4377 - 51A 882 "' 50A 1167 - 50A 1192 - 15 Total loss=13+14 - 91914 - - 18513 ""` ""` 24511 "" - 25039 - 16 Int.gains: People @ 300 7 - 2100 1 - 300 4 - 12W 1 - 300 Appl. a 1200 1 - 1200 0 - 0 0 - 0 1 - 1200 17 Subtot RSH gain=7+8.+12+16 - - 55228 - - 7197 - - 13776 - - 15805 Less external cooling - - 0 - - 0 - - 0 - - 0 Less transfer - - 0 - - 0 - - 0 - - 0 18 Duct gain 10 OA - 5523 10 QA - 720 10 - 1378 10 - 1581 19 Total RSH gain=(17+18)*PLF 1.00 - 60751 1.00 - 7917 1A0 - 15153 1.00 - 17386 20 Air required (dm) "" 29071 2901 "" 5NI 379 "" 775 725 - 792 832 Printout certified by ACCA to meet all requirements of Manua!J 7th Ed. W"4-j IM-a ft Right-Suite Residential-5.0.48 RSR24925 2006-Jan-24 15:18:11 ACK 25K C:lDocuments and SettingslRay LakelMy DocumentslRight Suite Res1R Thompson Raab.rsr Page 1 a RIGHT-J WORKSHEET Entire House POWELL HEATING &AIR COND INC Job: 1-24-06 2610 Dobbs Rd SL Augustine Ft 32086 Phone:(904)794-2665 Fax:904-794-2329 Email:intofpowellac.cOM MANUAL J:7th Ed. 1 Name of room 4th floor 2 Length of exposed wall 172.0 ft 3 Roam dimensions 1126 x 1.0 ft 4 Ceiings Condit.Option 9.0 ft I heatkool TYPE OF CS HTM Area Load(Btuh) Area Area Area EXPOSURE NO. Htg I Clg (11) Hill I Clg Hig Ctg Htg Clg Htg Clg 5 Gross a 146 5.0 1.9 468 "" "" "" "" M Exposed b 13H 2.1 0.7 O walls and c 12H 2.1 1.2 1080 partitions d 0.0 0.0 0 e 0.0 0.0 O f 0.0 0.0 0 6 Windows and a 3C 25.4 " 252 6395 glass doors b 3C 25.4 " 67 1700 Heating c 9G 18.3 - 0 0 ""' .... .... .... d 80 25.4 " 48 1218 e 7C 45.2 - 0 0 f 3C 25.4 0 0 7 Windows and North 16.1 144 "" 2136 glass doors NE/NW 0.0 0 "" 0 .... Cooling EM 44.8 183 "" 8198 .�. .... .... SE/SW 38.8 38 "" 1464 South 23.8 2 "" 46 Ho¢ 0.0 0 "" 0 8 Other doors a 10D 16.1 9.5 0 0 0 b 10D 16.1 9.5 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 5.0 1.9 401 2021 768 exposed b 13H 2.1 0.7 0 0 0 walls and c 12H 2.1 1.2 780 1638 964 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16G 1.2 1.4 1500 1733 2030 b 16D 1.92.2 500 928 1066 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 O 0 0 11 Floors a 22A 28.4 0.0 0 0 0 (Note:room b 19C 1.3 0.0 250 332 0 perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 18.4 4.0 367 6752 1458 13 Subtotal loss--6+8..+11+12 - 22716 - Less external heating "" 0 Less transfer "' 0 14 Duct loss 5 1136 "" °/ 15 Total loss=13+14 "" 23852 16 Int.gains: People @ 300 1 - 300 Appl. @ 1200 0 - 0 17 Subtot RSH gain=7+8.+12+16 ""' - 18450 Less external cooling "" "" 0 Less transfer 0 18 Duct gain 10 - 1845 CA "" CA 19 Total RSH gain=(17+18)'PLF 1.00 - 20295 20 1Air required (Cf-) 754 971 Printout certified by RCCA to meet aA requirements of Manual J 7th Ed. w"ghtsoft Right-Suite Residential"'5.0.48 RSR24925 2006-Jan-24 15:18:11 A-I -. C:1Documents and SeftingslRay Lake\My Documents\Right Suite ReslR Thompson Raab.rsr Page 2 RIGHT-J WINDOW DATA POWELL HEATING &AIR COND INC Job: 1-24-06 2610 Dobbs Rd.,St.Augustine,FI 32086 Phone:(904)794-2665 Fax:904-794-2329 Email:info@powellac.com W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 1 st floor a n e a c n 0 d 1 2 90 1.0 10.0 1.5 5.0 44.8 60.0 60.0 a n s a c n 0 d 1 2 90 1.0 1.0 1.5 5.0 23.8 40.0 31.2 a n w a c n 0 d 1 2 90 1.0 1.0 1.5 5.0 44.8 20.0 0.0 a n n a c n 0 d 1 2 90 1.0 1.0 1.5 5.0 14.8 20.0 0.0 d n e a c n 0 n 1 2 90 1.0 10.0 1.5 6.6 70.8 40.0 40.0 2nd floor a n e a c n 0 d 1 2 90 1.0 10.0 1.5 4.0 44.8 60.0 60.0 a n s a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 23.8 28.0 27.3 a n w a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 30.0 0.0 a n n a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 14.8 64.0 0.0 b n n c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 14.8 3.0 0.0 c n w a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 40.0 0.0 d n e a c n 0 d 1 2 90 1.0 10.0 1.5 4.0 44.8 40.0 40.0 3rd floor a n e c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 48.0 0.0 a n se a c n 0 d 1 2 90 1.0 3.0 1.5 4.0 38.8 24.0 20.3 a n S a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 23.8 64.0 62.4 a n n a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 14.8 114 0.0 b n s c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 23.8 52.0 50.7 b n w c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 54.0 0.0 c n s c c n 0 d 1 2 90 1.0 15.0 1.5 4.0 23.8 24.0 24.0 d n e c c n 0 d 1 2 90 1.0 10.0 1.5 4.0 44.8 72.0 72.0 4th floor a n e c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 54.0 0.0 a n se c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 38.8 39.0 1.3 a n s c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 23.8 78.0 76.1 a n w c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 81.0 0.0 b n n a c n 0 d 1 2 90 1.0 1.0 1.5 4.0 14.8 67.0 0.0 d n e c c n 0 d 1 2 90 1.0 1.0 1.5 4.0 44.8 48.0 0.0 wnghtsoft Right-Suite ResidentialTM 5.0.48 RSR24925 2006-Jan-24 15:18:11 X, C:\Documents and Settings\Ray Lake\My Documents\Right Suite Res\R Thompson Raab.rsr Page 1 r JC, CITY OF ATLANTIC BEACH 111 800 SEMINOLE ROAD u), ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J 13 S i- INSPECTION EMAIL REQUEST: luild =dgj2tg-oab.us Application Number . . . . . 07-00000402 Date 5/21/07 Property Address . . . . . . 2391 OCEAN BREEZE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 4 CU 4 AH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SOUTHERN AIRE AIR CONDITIONING & HEATING, INC. 2481 E. JUSTIN RD. JACKSONVILLE FL 32210 (904) 781-3470 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/17/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Mar 31 07 08:58p Southern Aire 904781_7144 p.1 rf: - e - r . MEC, CITY OF ATL�C �ANICAL ACH / TION Pr°pertY Address; f �+ PERMIT�'pLICADate. U Owner: Ic �✓' / ��t r9`N 'r�-Ze 111, Contractor. 44 T� Telephone#; �j_ Ceatitctor Addrm: j ekPhane#: Contractor S• � Fax#: g6Z/In com �j- •imPLNIS an 0W am t °t Heating fid: emofew°' with me Cly cf Awe hd% vIw-116P ind ssc� Of 0 Electric —Natural �s�na cvas&buiWk8 Peon is ri rnnun�building 0 oil _Central tltili ANICAL 06 -3 EQv� M1gNT TO 8$INSTALLED lit SPace _Recessed 1VATUItE OF WORT{ / Air Co nditioWrig: hal _F Duct System: Material Room mal t j Residential 41 t] Re&i®er n �cap" �� cth � Caa�merolal 13 Cooling Town;Cva, -v p Fig gY 7� NcwBuiiding SP**km:Number ofHe � Elevatov; __ Maq� � 0 Ekistiag Building -�-�—_ O T --,._.(Number) Replacement ofExistWg System o LPG Coniaitrteft (Number) New o Unfired Pressure Vessel (Number) (No I �1QA O Boilet5 ►PrOWbusly instalkd) Q Gas Piping U Extension or Add-on to Existing System Otber-Specify O Otber-Specify LIST ALLU] NT AIR C ITlONIIYC,WUWCERATiON EQU2PMEIVI ak LIDIYD , Nmnba Uaia p BNSOR S / ption model* llRaat turas Agency�'°�S ----- e� r d Z /�I✓L� Ton' r u L ``s a '� HEAlV4r- FURNACE$,BOMERS,FWPLACJ A AIR HANDLER'S Number del Units boscription HOM4 Man BTU S A�6 u TANKS Nominal Capadty Type Liquid How &Dittueesiats CaiWned MWAdanu,e Send 800 Seminole Road°Atlantic Beach,Florida 3=3-+5445 Phone:(904)247-5800• Fax: (904)247-5845• httD://www.ei.stlantic-beach.fl.as Revised 1184 0 a H 0 o o H ° � ' � � oo � o O ° s o v O .°° o p" 9' oCL � 0 C-) o ~ '0 ° 0 C.) > o a o �. U � � 1-4 •0 O �Ion o -o � s A 79b 110 0 as z7 W b o ° Z Cd v v � a� U � �C N M d V i �D CV M d �i t� oC c; - N O 6 ;:64 ¢ � � � U 0 a w 0 0 o a o 0 a A � � w � � F ce cC S3 .a p O a3 bq Q, p �, b4 s. m by cd U) p cc! m +C-+ + a v, �+ - 'U p 4-4o o W o~ o o o o o o° o o +� o o rig .0 W vi U � C7 � C7 ri O O � 0 0 0 0 w,° � O d � rx Z m � rn rx c� rte+ Qw N m vi \O l� oo a\ ai N M �t vi `O [- 00 es U U A ` x a 0 a 0 a .s a 0 a Cfs ci A u 0 0 a v w 0 0 0 ,.o U � i-i i-i CA 2 V V1 �" N .QCc cd .- 702 rn 75 O o�n Q U W O H W U U A a Q O -- cV M 4 to �,O [-: U W k 14 O r 4O 4O ,cn co .� Cd O � T3 OD swl " ryO ) U cit O "Cc) svcd 4-4 , Cd Cd > 3 a In. ° Q,.�, rn to w Cd a ° O O U i.► CSS 0 0 cd to o � `° r/1 ° o �• o .o .c CA Gn o a� � -� Via, �J O ..D �O W a ° „O O� v co 45 ti i 'raj!yL'lJ'f J� its CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD 'J = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-ddeptgcoab.us Application Number . . . . . 06-00033439 Date 7/30/07 Property Address . . . . . . 2391 OCEAN BREEZE CT Tenant nbr, name . . . . . . SINGLE FAMILY HOME Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1150000 Owner Contractor ------------------------ ------------------------ RICHARD THOMPSON CORPORATION 1171 BEACH BLVD JAX BEACH FL 32250 (904) 246-0675 --------------------------------------- - ----------- Permit . . . . . . FIRE SPRINKLER Additional desc . . Permit Fee . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . 7/27/07 Valuation . . . . 0 Expiration Date . . 7/27/07 ---------------------------------------------- ----- Special Notes and Comments SPRINKLERS NEED TO BE PERMITTED SEPARATE, PLANS NEED TO BE REVIEWED BY FIRE DEPT, FULL SET OF FL PRODUCT APPROVAL (SEE DAVE) SHOE CONNECTION OF TRUSS A31 TO BEAM (SEE DAVE) -------------------------- ------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- ---------- -------- -- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J MECI3ANICAL PERMIT APPLICATION 3105- Pc,e--A'4-.tL 10-oop 33cf3 7 Date: Property Address: 23 9t[Owner: Telephone#: Contractor: ��,4i�� �rc ��e � Telephone#: 7$/-- T2-7-7 Contractor Address: le S 41--it 5-¢. ZA Jam, Fax#: 7 :9/—O,?e,0$ Contractor Signature: In consideration of permit given for doing the work as described in the ve statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building ❑ Electric or site,list the building permit number: ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO HE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central _Floor �dential ❑ Air Conditioning: _Room _Central a,-New ' j El Duct System: Material Thickness El Commercial o� P Maximum capacity c9nt �( � ❑ RefrigerationBuilding 1. C3Cooling Tower: Capacity gpm Jbi, P Oq Fire Sprinklers:Number of Heads ,3 2 ❑ Existing Building 410 ❑ Elevator: __ Manlift -Escalator—(Number) u,l 5 �,/1 New ❑ Replacement of Existing System � ' ❑ Gasoline Pumps (Number) ❑ Tanks (Number) Installation I �� U� ❑ 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 f b ons n f%wi Y HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 a Fax: (904)247-5845 a http://svww.ci.atlantic-beach.fl us Revised 1/04 E- ans Fire Protection FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR RAAB RESIDENCE (SINGLE FAMILY HOME) ATLANTIC BEACH, FLORIDA HYDRAULIC CALC #1 REVIEWED juti Z 2 2007 Jacksonville Fire Prevention Division 6555 Grace Lane Jacksonville, Florida 32205 * (904) 781-8227 - FAX (904) 781-0408 Raab Residence Drawinq Date: —"l 1,0 7 9: 39 ob a^, -: Paab 7 CCa--iC-.: T,C t 147 Ocean At:1.a n,1::i c --ear,,, FL Drawing Date: Remote Area Number- 1 Contractor: Evans Fire Protection Telephone: 904 781 8227 6555 Grace Lane Jacksonville, FL Designer: FPG Calculated By:SprinkCAD w-wa-sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustilbe Occupancy:Residential Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13D Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 600 sqftp ——Sprinkler-®r Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 340. 0 sq ft) Model: LFII Hose Allowance Inside 0 gpm K-Factor: 4. 90 Hose Allowance Outside 100 gpm j Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.2 psi Required: 70. 6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 0. 0 psi Rated Pressure 0.0 psi Residual Pres 0.0 psi Elevation 0 At a Flow of 0 gpm Make: Elevation Oil Model: Location: Source of Information: SYSTEM VOLUME 8 Gallons Notes: Raab Residence Date- '7 9:3 9 HYD RP_LT L i C CALL: L:,,-T E DI QTY DE-SCRIPT-10,1%j . EN,-,'TH C T ID gpil-- psi TCTALS Hvclr Ref W 41 I Pi-oe 1-1/2" 40-,,_21. CSC 31 Int>4 1-1/2" Flngd Bac'. 71OW Val-Ve -iii-1k 4-r'. C!A.PT T 34 6.r1 Ele�,ra.tlon C'I-angc=-1 10 4. 3 HydrRef Rl Required at Base of Riser 34 64.1 psi 1 Pipe 1-112" PVx30 CSC 80, 150 1. 598 34 2.4 4 1-1/2" CPVC 90 Ell 28 ' 120 1. 610 34 1.7 1 1-1/2" Flngd Other Valve Meter CHART LOSS 34 2.4 Hydr Ref RI Required at Source 34 70.6 psi Water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 34 qpm 0.0 psi SAFETY PRESSURE 0.0 psi Available Pressure of 0.0 psi is NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum Water Velocity is 11. 6 fps a Raab Residence 9:39 Page 3 ,'3LE A33 BREV. N l iF C CCU-f�_1rig E 90' Standard El-bow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4..52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Raab Residencea 4- r Da -17 9:3',-, 3 1, Pacre NODE T F�T T -7 IT TIJAL SLR H LCE'N�4 - SITY T- U L G P 1,1 3 F is 47 . 0;; 12 .0 1 .7 17. 0 2 48. 67 2S 47 . 00 4 ,90 12 .3 17.2 17. 0 0. 05 20 48.67 19.6 22 9. 00 47.7 W 9.00 53.3 Max velocity of 11. 63 occurs in the pipe from W TO 22 Nodes with 'IS" indicate a node at the top of a sprig or bottom of drop pendent. The node without an 'IS" is on the branch. Raab Residence L fas,r .nrt I).-zrc,: 5/3 C-7 9: 3G Tyco F-ire Products Page 5 HYD. D PEE PATH 1 FROM HYDPAULIC REFER.EIPCE 1 `CC W (PR.NTAR PATH) ) ------------------------ 17. 00 1. 101 1E 1. 67 12.0 12. 0 K = 4 . 90 is C=150 3. 02 -0.7 0. 0 17.00 0. 050 4. 69 0.2 12. 0 Vel = 5.78 ------------------------------------------------------------------ 1. 101 10.00 11.5 11.5 EqK = 5.00 1 C=150 0. 00 0. 0 0.0 17. 00 0. 050 10. 00 0.5 11.5 Vel = 5.78 -------------------------- 17. 19 1.101 2E 36. 05 12. 1 12.1 EqK = 4. 95 2 C=150 6.04 0.0 0. 0 34. 19 0.183 42. 10 7.7 12.1 Vel = 11.63 ------------------------------------------------------------ -1.101 2E 44.53 19.9 19.8 210 C=150 1T 13. 60 17.2 0. 0 34. 19 0.183 58. 13 10.7 19. 8 Vel = 11. 63 ----------------------- 1.101 2E 24.58 47.7 47.7 22 C=150 6. 04 0. 0 0. 0 34. 19 0. 183 30. 63 5. 6 47.7 Vel = 11.63 ------------------------------------------------------------ W 34. 19 53.3 K = 4.68 17.19 1. 101 1T 1. 67 12.3 12.3 K = 4.90 2S C=150 7.56 -0.7 0.0 17.19 0.051 9.22 0.5 12.3 Vel = 5.85 --------------------------------------------------------- 2 17.19 12. 1 K = 4. 95 -------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) � A & FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR RAAB RESIDENCE (SINGLE FAMILY HOME) ATLANTIC BEACH, FLORIDA HYDRAULIC CALC #2 6555 Grace Lane Jacksonville, Florida 32205 • (904) 781-8227 • FAX (904) 781-0408 Raab Residence Drawing Date: 5i31i07 9:40 �aao Resi--'-enc— Locaricn: llot #7 Ccean 3,-,eeze Contractor: Evansn Fire Protectio e i e-"no I'l e 9 C)4 ?81 8 2-1 6555 Grace Lane Jacksonville, F-1 Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustilbe Occupancy:Residential Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13D Hazard.RESIDENTIAL System Type:WET Area of Sprinkler Oper. 600 sq-ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 400. 0 sq ftj Model: LFII Hose Allowance Inside 0 gpm K-Factor: 4 . 90 Hose Allowance Outside 0 gpm Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 40. 1 psi Required: 50.3 @ Source WATER SUPPLY Water Flow Test I —Pump Data— Date of Test I Rated Capacity 0 gpm Static Pressure 0.0 psi I Rated Pressure 0.0 psi Residual Pres 0.0 psi j Elevation 0 At a Flow of 0 gpm I Make: Elevation 011 Model: Location: Source of Information: SYSTEM VOLUME 8 Gallons Notes: Raab Residence 4 CN T WT QT-Y DESCR-'-rTiON L i s I T C'T z 1L.,S Hydr P.ef at 4 r� 3 ).4 I Pi-e S C 41 C, Fin-d Ea-k Flo%T a vi k T.r,S S �!-.-Ievation 4.3 Hydr Ref R1 Require-Ll at Base of Riser 40 41.5 psi I Pipe 1-1/2" Pv-x30 CSC 90, is() 1.598 40 3.2 4 1-1/2" CPVC 90 Ell 281 120 1. 610 40 2.3 1 1-1/2" Flngd Other Valve P-leter 11-11-f-ART LOSS 40 3.3 Hydr Ref Rli Required at Source 40 50.3 psi Water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 40 gpm 0.0 psi SAFETY PRESSURE 0.0 psi Available Pressure of 0.0 psi is NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum Water Velocity is 13.6 fps Raab Residence -------- Pane 3 C Coupling ----___-- E 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = l x 4 .52 x (Q/C) ^1.85 / ID^4. 87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Raab Residence Drawing Date: 5/31/07 9:4 0; Page NODE ELEVATICN S?R:N: ,FP T?F3SU4F ACTUAL MIAINUM NUMBER -- "W FLCW ACTUAI, (FT) DENSITY (GPM/ jS1^k) , i I GPM) (GPM, (GPM/SQ.FT) 10 9. 00 -------^------- 8. 00 4. 97 16. 9 20. 120, 0 0. 05 11 9. 00 it. 5 lis 8. 00 4. 90 16.7 20. 0 20. 0 21 9.00 17.8 0.05 22 9.00 22.8 W 9.00 30.4 Max velocity of 13. 63 occurs in the pipe from W TO 22 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Raab Residence rawi I _-. ��` _ 31/07 G .40 Tyco F_r_e Product- Page 5 N 'D REF y r 14 POINTp 7F7 PATH F,-,,01%l II "DkAULI' REFERENCE 1 TO u`7 (PP.lillARY PATH) --------------------------- ----- 20. 00 1.10 - 1 1E 1. 00 16.7 16. 7 K 4. 90 11S C=150 3. 02 -0.4 0. 0 20.00 0. 068 4 . 02 0.3 16.7 Vel = 6.81 ----------- ------------------------------------------- 1. 101 iT 10. 88 16.5 16.5 EctK = 4.92 11 C=150 7.566 0.0 0. 0 20.00 0. 068 18. 44 1.3 16.5 Vel = 6.81 ------------------ 20.07 1. 101 20. 69 17. 8 17. 8 21 C=150 0. 00 0.0 0.0 See PATH 2 40.07 0.246 20. 69 5.1 17. 8 Vel = 13.63 -------------------------------------------- 1. 101 -'E 24.58 22. 8 22. 8 22 C=150 6.04 0.0 0. 0 40. 07 0.246 30. 63 7.5 22. 8 Vel = 13. 63 ------------------------------------------------------------------------------------- W 40. 07 30.4 K = 7.27 PATH 2 FROM HYDRAULIC REFERENCE 10 TO 21 --------------------------------------------------- 20.07 1. 101 IE 1. 00 16.8 16. 8 K = 4. 90 10S C=150 3.02 -0.4 0. 0 20.07 0. 068 4 . 02 0.3 16. 8 Vel = 6.83 ---------------------------------------------------- 1. 101 1T 9. 12 16.6 16.6 EqK = 4.92 10 C=150 7.56 0. 0 0. 0 20. 07 0. 068 16. 68 1. 1 16. 6 Vel = 6.83 ---------------------------------------------------- 21 20.07 17. 8 K = 4.76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Fire Protu;"i C-w Fiunibin-u FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR RAAB RESIDENCE (SINGLE FAMILY HOME) ATLANTIC BEACH, FLORIDA HYDRAULIC CALC #1 REVIEWED JUN Z 2 2007 Jacksonville Fire Prevention Division 6555 Grace Lane Jacksonville, Florida 32205 • (904) 781-8227 • FAX (904) 781-0408 Raab Residence Draj•ring Dat.: 531iv? 9:39 HYDP"'JT 1 C '-,E' T :ri Lii y Job axe: R.aa' R•as_:enc Locatio cot #7 Oceai_ ee _ Atlantic Eeach DrawingDates; 1 Remote Area i�ir�rbei. Contra:.-tor: Evans Fire Protection Telephone: 904 781 8227 6555 Grace Lane Jacksonville, FL Designer: FPG Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustilbe Occupancy:Residential Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13D Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 600 sq ft{ Sprinkler or Nozzle Density (gpm/sq ft) RES ( Make: TYCO Area per Sprinkler 340. 0 sq ft{ Model: LFII Hose Allowance Inside 0 gpm ; K-Factor: 4. 90 Hose Allowance Outside 100 gpm G Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.2 psi Required: 70. 6 @ Source WATER SUPPLY Water Flow Test { Pump Data { Date of Test { Rated Capacity 0 gpm j Static Pressure 0.0 psi { Rated Pressure 0.0 psi { Residual Pres 0.0 psi { Elevation 0 { At a Flow of 0 gpm { Make: Elevation 0" Model: Location: Source of Information: SYSTEM VOLUME 8 Gallons Notes: 3 ! Raab Residence D'--awing ---atle- '9:39 y D P-i:ill L I C I C, FL C T�f LCSS QTY DESCRIPTION 'j P M p s-' TO T._,LS `H dr Ref W at H-,/,--iAi�ea 53.3 Ns 3- Pipe 1-112" 4 10 x 2-i C S C 0 34 0.4 1-1/2" Flngdl Back Flow f1-1'H---PT -DOSS El, e�.Ta c ri Cr.a-n ze I '-) I '�11 - - U 4.3 Hydr Ref Rl Required at Base of Riser 34 64.1 psi I Pipe 1-112" PVx30 CSC 80 ' 150 1. 598 34 2.4 4 1-1/2" CPUC 90 Ell 28 ' 120 1. 610 34 1.7 1 1-1/2" Flngd Other Valve Meter CHART LOSS 34 2.4 Hydr Ref RI Required at Source 34 70.6 psi Water Source 0.0 psi static, 0. 0 psi residual @ 0 gpm 34 gpm 0.0 psi SAFETY PRESSURE 0.0 psi Available Pressure of 0. 0 psi is NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum Water Velocity is 11. 6 fps Raab Residence Drava in - �� --------------- Page 3 ABBR.EV� iIAM C Couplinq, ------------__� E 90' Standard ElboT,, F 45' Elbos; S Straight Flow T. ru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/p Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Raab Residence Drawing Date: MPH /J.-7 Page 4 NODE ELEVATION 23T , Nurr�3�n _ . �._E _..� ACTUAL_� M I N 1.��,��,1 r_;�T�T ,.� "� _( i" .�1.1 f -�t r r '- DENSITY (GPM) , 48 ,67 1i .5 Is ---- 1S 47. 00 4 . 90 12.0 17. 0 17. 0 2 48 . 67 J. 0�F 12 .1 2S 47. 00 4 . 90 12.3 17.2 20 48. 67 17. !1 G. 05 19. 8 22 9. 00 47.7 W 9. 00 53.3 Max velocity of 11. 63 occurs in the pipe from W TO 22 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Raab ResidenceD ,'r c, 5/31!07 Tycc• Fire Prccilact-S Page - Pn PATH 1 FROM I'YUR?�ULIC RE_F'L,^-'NCZ 1 TO TV (PRIMAR' PATH) ---------------- 17. 00 1, 101 IE 1, 67 12. 0 72. 0 K = 4. 90 1S C=150 3. 02 -0.7 0. 0 -----------17.00 0.050 4. 69 0.2 1.2.0 Vel 78 -------------------------------------------------------- ----------- 1. 101 10. 00 11.5 11.5 EqK = 5.00 1 C=150 0. 00 0. 0 0. 0 17. 00 0. 050 10. 00 0.5 11.5 Vel = 5. 78 -------------------------------- 17. 19 1.101 2E 36. 05 12. 1 12.1 EqK = 4. 95 2 C=150 6. 04 0. 0 0. 0 34.19 0.183 42. 10 7.7 12.1 Vel = 11.63 ---------------------------------------- 1. "101 2E 44. 53 19.8 19. 8 20 C=150 1T 13. 60 17.2 0. 0 34. 19 0. 183 58. 1.3 10.7 19. 8 Vel = 11. 63 ------------------------------------------- 1.101 2E 24.58 47.7 47.7 22 C=150 6. 04 0. 0 0. 0 34.19 0.183 30.63 5.6 47.7 Vel = 11. 63 -------------------------------------------- W 34. 19 53.3 K = 4.68 ------- ---------- ________________________________________ 17.19 1.101 1T 1. 67 12.3 12.3 K = 4. 90 2S C=150 7.56 -0.7 0. 0 17.19 0.051 9.22 0.5 12.3 Vel = 5.85 -------------------------------------------- 2 17. 19 12. 1 K = 4.95 -------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOG) (GPM) PRESSURE (PSI) P r o le t:ii n, p I b i FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS FOR RAAB RESIDENCE (SINGLE FAMILY HOME) ATLANTIC BEACH, FLORIDA HYDRAULIC CALC #2 6555 Grace Lane Jacksonville, Florida 32205 • (904) 781-8227 FAX (904) 781-0408 Raab Res-idence E)raW.j-T11g Date: /31/07 9:40 HF,�AU 7 E L, G1 T i F r �IN U�T 70'- Name: Pa Res ence Locatio-: Lo 41 Ccean Drawing Date: j A.-,ea Contractor: Evans Fire Prot-ecticn Telephone:904 761 8227 6555- Grace Land e Jacksonville, FL Designer: FEIG Calculated By:SprinkC.AD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Combustilbe Occupancy:Residential Reviewing Authorities:Local SYSTEM DESIGN Code:NFPA 13D Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Oper. 600 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: TYCO Area per Sprinkler 400. 0 sq ftj Model: LFII Hose Allowance Inside 0 gpm K-Factor: 4. 90 Hose Allowance Outside 0 gpm Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 40. 1 psi Required: 50.3 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 0.0 psi Rated Pressure 0.0 psi Residual Pres 0.0 psi ► Elevation 0 At a Flow of 0 gpm Make: Elevation 011 Model: Location: Source of Information: SYSTEM VOLUME 8 Gallons Notes: Raab Residence ^ra irr o 3-1 9;40, H'Z-D-P j L I CA-I'l-Ti-TATICNI TE psi T01'.�-- S D I'SC RI P T I,33\1 -'D �74PRI 3d Ref at 4 30.4 nsi 1 Pipe 1-1/2" 4 0 x 2 1 Cu C )E'01 4 1 1--1-/2" F-'Ln,:,d Back FlcS,, W--' --,, k 4 7 CHAR- 40 F 1 E va t i o r, C*h F,T _ ) 'rj 4. 3 Hydr Ref RI Required at Blase of Riser 40 41.5 psi I Pipe 1-112" PVx30 CSC 80, 150 1.598 40 3.2 4 1-1/2" CPVC 90 Ell 28' 120 1. 610 40 2.3 1 1-112" Flngd Other Valve Meter CHART LOSS 40 3.3 Hydr Ref RI Required at Source 40 50.3 psi Water Source 0.0 psi static, 0.0 psi residual @ 0 gpm 40 gpm 0.0 psi SAFETY PRESSURE 0.0 psi Available Pressure of 0.0 psi is NOT SUFFICIENT to meet Required Pressure of 0 psi by -0 psi Maximum Water Velocity is 13. 6 fps Raab Reside. �e I ra 4 ny 9:4 0 Page 3 ---------------------------------- C Coupling L 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ,Raab PeS4Ldence DrariQ, T /07 9; 40 5 Page 4 NIDE; E: E',/,'-'7 T N U 11413 E.jR, L C)W FLC W DET IS,T TI'-17 P Z7 i jai M G?--M/SQ. FT� 10 9. C,C los nf., 4 11 — 90 16 20. 1 20.0 0. 0 9. 00 15. 5 ils 8.00 4 . 90 16.7 20. 0 20.021 9.00 ' .a 0.05 ,/ 22 9.00 22.8 W 9.00 30.4 Max velocity of 13. 63 occurs in the pipe from W TO 22 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Raab Residence Drawingr ;te 5!31/0 9: 40 Tyco Fire Page 5 H.L . G, - REF _ f. _ POINT Or +i- _ r'n PATH 1 FROM H1Dp-AurL,jC REFEREi[CE it `I'O 6V (Pfil"�, ,iY -------------------- 20. 00 1. 101 IE i. 00 16. 7 16. 7 K = 4. 90 11S C=150 3. 02 -0.4 0. 0 20.00 0. 068 4 . 02 =_3 16.7 Vel = 6. 81 ----------- - ---- -------------------------------- 1. 101 IT 10.88 16.5 16.5 Eq_K = 4.92 11 C=150 7.56 0.0 0.0 000^068 18.44 1.3 16.5 Vel = 6.81 -------------- __ ------------------------------------------- 20.07 1. 101 20. 69 17. 8 17. 8 21 C=150 0. 00 0. 0 0. 0 See PATH 2 40.07 0.246 20. 69 5. 1 17. 8 Vel = 13.63 ----------- - ------------------------------------------ 1. 101 2E 24.58 22.8 22.8 22 C=150 6. 04 0. 0 0. 0 40.07 0.246 30. 63 7.5 22. 8 Vel = 13. 63 ------------------------------------------ W 40.07 30.4 K = 7.27 PATH 2 FROM HYDRAULIC REFERENCE 10 TO 21 -------------------------- ----------------- 20.07 1. 101 lE 1.00 16.8 16. 8 K = 4. 90 105 C=150 3. 02 -0.4 0. 0 20.07 0.068 4.02 0.3 16. 8 Vel = 6.83 ------------------------------------------- 1. 101 1T 9.12 16. 6 16.6 EqK = 4.92 10 C=150 7.56 0.0 0. 0 20.07 0. 068 16. 68 1. 1 16. 6 Vel = 6.83 - - ---------------------------------------- 21 20.07 17.8 K = 4.76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Stair drawing to show thy comply with all of R311.5 width, headroom, riser height, tread depth,profile, Landings, handrails—height—continuity—grip size, Illumination. FBC 106.3.5 Riser diagram electrical FBC 106.1.1 Load calculations for electrical. FBC 106.1.1 AC drawings FBC 106.1.1 Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Draft stopping for floor truss FBC R 502.12 Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. Attic ventilation FBC R 806.1 Accessibility FBC R 322.1.1 one bath on grade level with 29"clear opening. PERMIT WORKSHEET Certificate of Occupancy Job Address: )RI �/' .r- Type Work: Property Owner: � l Phone # I�/C"n Awe Contractor: � Phone# Permit#: Date Issued: IL q Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathin Sewer Framing Rough Rough Rough/ 9 Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final --� Fire Inspection: Failed Inspections: Date Paid: s t City of Atlantic Beach ..r Building Department Certificate of Occupancy r�Jifl" 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 is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: August 15, 2008 Permit Number: 06-33439 Contractor: Richard Thompson Corporation Address: 2391 Ocean Breeze Ct Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: V Occupancy Class: Residential R-2 Design Occupant Load: N/A Sprinkler System Required: Yes Special Stipulations/Conditions: None MICHAEL GRIFFIN BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLAN REVIEW SHEET R S.Makowski BuildingDepartment Public Works&Public Utilities Departments ins �'tl}� 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 . Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q 3 3J]3 r-- Property Address: Applicant: Project: '(n1 This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. ® Reviewed and the following items need attention: T.Neep AzL se-rs wG �V. Ax ,e G N&- f 'poems 0 7" -'J Z Russ F1 -Seo a ms 0.✓ xopfOmygr 03 -S&"l coti �T7o r- &,r & S /0/ G, o1(t)CAMOS66 AV Ralid,--hjoF., 1e1AL- Please re-submit Aur a lication when these items have been completed. Reviewed By: Date: 1/w 71 Date Contractor Notified: '� Plan Review Check List All of Atlantic beach is in. 120 mph. Exposure C Wind load calculations to match. FBC 106.3.5 Two sets of Product Approval's for all exterior doors, windows, skylights, cladding, garage doors, shutters, roofing, etc showing pressures that they were tested too, including installation instruction's . Wind pressures, pos and neg on all the openings. FBC 106.3.5 Site specific structural drawings no cookbook engineering.FBC 106.3.5 A full wall section from foundation to roof. FBC 106.3.5 Show all shear walls. FBC 106.3.5 Connector schedule for all connections truss,rafters, columns to beams, beams to walls etc. FBC 106.3.5 Egress windows in all bedrooms. FBC R 310 Halls 36"FBC R 311.3 Front door 36" FBC R 311.4.2 Garage door to house 20 min fire rating. FBC R 309.1 Duct penetration in to the garage minimum No. 26 gage sheet metal. FBC R 309.1.1 5/8 Type X Drywall ceiling of garage if living space above, 1/z all remaining. FBC R 309.2 Smoke detectors in all bedrooms and outside each sleeping area etc. FBC R 313.1 Smoke detectors in existing areas to be wired together—remodel FBC R 313.1.1 see Exceptions. Arc fault branch circuits all bedrooms. (receptacles, lighting, etc) NEC 2000 210.12 (B) Under stair protection. FBC R 311.2.2 Stair drawing to show thy comply with all of R311.5 width, headroom,riser height, tread depth,profile, Landings, handrails—height—continuity—grip size, Illumination. FBC 106.3.5 Riser diagram electrical FBC 106.1.1 Load calculations for electrical. FBC 106.1.1 AC drawings FBC 106.1.1 Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Draft stopping for floor truss FBC R 502.12 Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. Attic ventilation FBC R 806.1 Accessibility FBC R 322.1.1 one bath on grade level with 29" clear opening. Building, 1 2i, Planning & nQa 1� Zoning P° '1J` I I -v 1 Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 7 v�s ( (� Contractor Name: l' 'ar„� ��}7m pS-0-n Permit #: Q 3 Property Address: C;2 �f F Z E l� Legal Description: Improvements to the above-described property have been completed in accordance with the terrps of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. rf Public Works Public Utilities j Building / Planning ®�' S Final Survey with FFE s No� 14 All Re-Inspect Fees Paid No Termite Treatment Yes No N m I O \ I H W C F x rt� a w 1 u aro 0 Elmx uvEl w m 3 t4 C x b m r-1 H rl N r N a 1p xro C mN mo rzio 0 3 C E m M •• W o b E Cm mr •• oFm HH N 1� fd M �' •• a r o o Uro o m O W F 4 -• r o o rt 0 0,H.,l C m E U W w � � N .. .. u .cl o a H w x o i Nr ray r rd m EF aH m ¢, O W F m Oa� (d E i U W W A.0 "z N O ?� i £.0 A m N F o ro O A W N U O H W W 1 H H Q H },I > O SI H W R 0 0 ' a F F .i n F O m ro •• rd F+ 7 q zU b m 3 O q S4 r,r;W C W CL W Ux V) PPI W x Ai w w bH Ua F a C F HH , .L) X rtwU u o Fes ' H ai afro •Hwovau0 z W W W O C W C f4 U » O Q m m s4 v m N v H C rd 0 � z F 44 H U ca z W C W aAi S Wro N F �O.aiU Ow I� u U , F 3 H O H H w w w w : no� a�l v ° ; m w 0 o w r F u)pl Q £� a Ea rd d1 ay 7 . 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N Q01 INa'U a awx HH O F as £ ww w- aow as rx 04 ww w V)u] I z O O O O h O FC ai H H I OH O l a vl v >,u a s E O O O O Q O W a v S ' FC wwA OFC F\ UO m CUU rt W W rl W�4 UI-Oi Ou aw I HaH rl H0HJJ UI W QJ F •- v r I HFI a 041 a+xux QgzQUlq aSNx a l a'.] El 44E-CF F zzHz[a z> ooMF� Z 1 u`a U H ro yJ .1 U U U O m U1 W C m Sa W W W-.'' {Z E. W C a W W a S u C a a a s4 �o w z z a a- uU H i FF•,qa wa m-N 3w w r4 3:PI D4 W NHgww H E- N F U r4 wlw F ry aaro wi Ulu ro 11zz°W b l m �Hw hw paha r, �x FCF v w i ~ a SFC SFCSq N u l w -ti a I I FC I u 0 0 a I M l w 1 0 0 l {q q q w u o l aww 1 mao ao aorom m I H A o f p�E,E-I I o0 0000 O \H M E, b l0 O w a I H H ab W N N mF I NF[Y, o , opa I o0 ooHH ,i I I wO N N 0l \\ \N \ \ •• •• •• •• I U W N N r r {p �au I PQ o I o a z H a o 0 0 0 P4 H A 0 3 4 w i I r i M N M M wu FFCC 8Oa FC I W F N N ry N From:RT 9042479242 To:CITY OF ATLANTIC BEACH Date:7/1612008 Time:8:48:48 AM Page 1 of 3 i wCH RD R-01-81• . - ®E111ERAL CONTRACTORS 1 1 71 B E R C H 8 0 U L E L1 R R o JRCKSOMUILLE . FLORIOp 3 2 2 5 O To: CITY OF ATLANTIC BEACH Fax Number: 2475845 Company :CITY OF ATLANTIC BEACH Date :7/16/2008 From : RT Fax Number:9042479242 Voice:9042460375 Company: RTC Pages including cover page:3 Subject : 2391 OCEAN BREEZE COURT 06-00033439 Message: ATTACHED ELEVATION CERT. PER MIKE JONES WE CALLED IN THE GENERAL FINAL YESTERDAY AFTERNOON. THANKS, RICHARD WhFax PRO Cover Page From:RT 9042479242 To:CITY OF ATLANTIC BEACH Date:7/16/2008 Time:8:48:46 AM Page 2 of 3 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.188040008 Federal Emergency Managemord Agency Ex*es February 28.2009 Aldonal Flood k onnce Program Important: Read the instrudims on pages 1-8. $ECnON A-PROPERTY OFORMATION A1. a A2. Budiding Street AddrossOWudkv,Apt,U .and/ .OW9.No.)or P.O.Route and Box-No. 1 : Z. 0 ctn r o 5 Jca k'so �i ZIP I LrTI (Cort and t��lax Parcel Numbar,legal .etc.) t:VI 47 t 0 r- A4. Building Use(e.90irAddition,Accessory, A5. L.a dludelLongilkide:WALie' IL QNZ3�'(a" Horizontal Dahsn: NAD 1827 GKfM 1083 A8. Attach at least 2 photographs of the bulding if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawl apace or enclosure(s),provide A9. For a building with an attached gsregs,provide: a) Square footage of crawl space or enobsure(s) sq fl a) Square footage of attached garage aq fl b) No.of pernanent flood openings in the crawl space or b) No.of permanent llsuod openings in the attached ganige anclosre(s)wads w0iin 1.0 foot above adjacent grade waft wlfldn 1.0 foot above adjacent grade c) Tatel net area of flood openings b A8.b sq lo c) Total net area of flood openings in A9.b sq M 8ECTION B-FLOOD INSURANCE RATE MAP(FIRM)WFORMATION •— Bt.NFtP Community l#C�omnwanity er 82 CourdyName �� 83.She t� . G G 84.AAaplPanal Number 185.Suflbc I 8¢. Index B7.FIRM Panel q.Flood �.Base Food Elevation(s)(Zone Date E1FectivdReviesd Deft Zone(s) Ata,use base flood dap 1Zov?Soon 1 C� q-17- 17 -/ - X d B10. Indicate the source of the One Flood Elevation(Bl!)dots or boas food depth entered In Item 89. ❑FIS Prods W-AkM D Community Determined' Q OMer(Describe) 811. Indians elevation datum used for BFE in Item Bli: t9GVD 1029 ❑NAVD 10tH ❑Odw(Describe) Bit. Is�� in a Comm BerrsRommeas Sysem(CBRS)or O&fwbe Rro4ded Aea(OPA)? )]YesDL+�no ate Ca" OPA SECTION C:BUI DING ELEVATION INFORMATION(SURVEY REQUIRED) C1. euddkg elevations we bored on: 11 Carre♦trudion orawYgt• 0 Building Under Coodi cdon" inbhed Construction 'A new Elevation Certificate will be requked when construction of the budding is complete. C2- EbAd"–Zones Al-",AE,AH.A(wRh BFE),VE,V1-V3o,V(whh BFE),AR,ARIA,ARIAE,ARIA1-M.ARIAH.AR1AO. Complete Items C2." below according to the building diagram specified'!in hem A7. Benchmark utilized Vertical Datum kw 19 Z9 ConversionlCom melts Check the measurement used. a) Top of bottom floor(inrArdng basement,crsMd space,or enclosure l oor)_ $Z [feet ❑meters(Puerto Rico only) b) Top of the next higher floor �-_Za Sig- []meters(Puerto Rico only) c) 801116m of the lowest horizontal druchiral,member(V Zones oty) . O ❑feet (3 meters(Puerto Rico only) d) Attached garage(top of slab) ! 91iit ❑meters(Puerto Rico only) e) Lowest elevation of maddriery or equipment servicing the bu lift .� allai ❑meters(Puerto Rico only) (Descrbe We of equipment In Comments) L0"Nert (Walted)grub(LAG) !�j.Sg p meters(Puerto Rico only) g) HOW adjacent(Ws6e)grade(HAG) 2-16t ©maters(Puerto Rico only) $ECTWN D-SURVEYOR,ENGWEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer.or archh at tut whod by law to certify elsyation irdbrmadon. I cerfi y fiat Mrs 1nlbrrn@&w on this Cer0catr rapr mw*my beat eflbrte to Werpret the data Wale". 1lun/deistarx!;Ghat any fidse skbmwt may be putt%%a by tine orknp► N under f 8 U.S.Cort Sec abn 1001. L7 Check hare If comments are provided on beak of form. AC Cardder's Nsms Lary G.Eddy or Glenn M.Broadsheet License Number 4144 or 5814 Hn r E M Title Profeaspertal Surveyor snd Mapper Company Name Tristate Land Surveyors,Inc. W�. Addreea 0411 WaY.Suits 1Q qty Jachonvllle State Fl ZIP Code 3225t1 (C�" 1`0 Date Telephone (904)731-7235 From:RT 9042479242 To:CITY OF ATLANTIC BEACH Date:711612008 Time:8:48:46 AM Page 3 of 3 111111-UK I ANT: In#Imw spaces,COPY 11116 cornm4widina IfftmultiOn from Section X Bui Meet Address(Includbw A ndfor SkIa.r4o.)or Apt.,Unit—Suit& a PoO.RGute Tnd B;x No. — —5 city ZIP cc U ID-SULRVEYOK ENGIINEEK OR ARCHITECT CERTIFICATION(CONTINUED) Copy both WIN of th.b Elevation Certificate for(1)cc Comm" MMUnkY official,(2)Insurance agenticornpanY.and(3)building owner. C C7. pod Date El Check here If attachments SECTION ELEVATION INFORMATION NOT REQUIRE ...... 0)FOR ZONE AO AND ZONE A(WITHOUT 13FE) For Zones AD and A(withotrt 8FE),complete Items Ell-ES. If the C;erurmft is Intended to 8WPod a LOMA or LOMB-F request,complete Sections A,8, MW C. For Items EI-E4,use natural grade,if available. Check the MOSSUMMOVOt used. In Puerto Rico only�enter metm El. Provide elevation Information for the following and check the appropriate box"to show whether the elevation is above or below the highest adjacent grade(H�and the loweirt sicla0ent grade(LAO). a)Top of bottom floor(liftidirig basement,crawl space,or enclosure)is abovemeters or 0 below.the HAG. b)Top of bottom floor(Including basement crewt space,or T-1 ' E2. For Sulk#ng Diagrams 64 with permanent food openings p an'closur")is 0 MCUM M'Cove or El below the LAG. (elevation C2.b in the diagrams)of the bulk_ft is rovided In Section A items a and/or 9(sayw,8 of Instructions),the next higher floor E3. Attached --- 13 feet 0 meters 0 above or below the HAG. M"00(top of Web)1B —0—2L- RROM 0 meters 0 above MIQow the HAG. E4. Top of platform of machinery and/or'equipment servicing the building Is 13 maters 11�ve or(J below the HAG. In ffiv E5. Zone AO only: If no flood depth n is available;Is the top of the bottom floor elevated In accordance with thicommunitys floodplain management "Ow"? 0 Y" [:1 No M'fhftcwn. The local official must certify this information In Section G. SECTION F-RZF97W OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION rho property Owner Or owners authortzed representative who completes Sections&B.and E for Zone A(without a FEMA4mkjed or community-Issued SIFE) w Zone AO must sign here. The staftmerift in Sections A 8,and Ears owed to the best ormy kloww". TrOperty Owner's or Owner's Authorized Repraft"tatives Norm Wdre" City stow ZIP Code signature Data Telephone 'ornments. 9W tin If Mashmonts SECTIONiG COMMUNITY 1NFORMAT*N�.(OPTX)NAQ 0 local official who is authorized by IaYN or ordinance to admlnMer the community's floodplain management ordnance can —r d G of this Elevation Certificate. Complete the applicable item( )and complete Sections A,8,C(or E)sign below. Check the measummer.kt used In Norm GO.and G9. J] The Information in Section C was taken from other dowtunardation#'M has been signed and sealed by a licensed surveyor,engineer,or archkad who Is authofted by low to certify elevation Information. (Indicate the source and-date of the elevation deft In the Comments area below.) 0 A community official completed Section E for a building located In Zone A(witlxPut a FEMMasued or 60mmunty-issued SFE)or Zone AO. The following IrrFormation(fteme G4.-G9.)is prov)ded for community floOdMain management purposes. M.Permit Number G& Dete Permit Issued GO.-Dais-C*ffflkft Of COMPIlarmefOccupancy Issued This permit too been Issued for [3 Now Construction Substantial Improvement t.Bevedon Of 80-b'A lowest floor(including basement)of the building: -11 feet 0 meters(1311)Datum I.8FE or(in Zone AID)depth of looding of the buiklftelta: C1 fast D maters(PR)Datum ocal OHidafa Neriine ..• Tide Telephone Agristu;k- Date i6m m�, nix Z: C3 Chock here N adectynents HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 03 2008 10:15AM Last Transaction Date Time Type Identification Duration Pages Result Mar 3 10:14AM Fax Sent 92479242 0:33 1 OK CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD •^� ,� ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us 7-- /6 Cres r ci, Lon 4Yac- 4o f s – rc� rr y v r"' c- cz c� 13 i- 10,e p a r � PYN -eA � . 41 e v aki o Ce ca I-,P-- e v0 on CeY4 '11 r ft a �2 3 9 f3reee need S 7 `a2 0 Or ► gtna -Thank you , e Jo✓%-es &•, /cL -yo,5' pie cf0r. VI 0@ lcnr eo�� I @n��� $ � � nR � c ar® § 0 noep .. .. � # � �_ � .. � � ■ � � � \ 0 © . :T mea ■ 8 � o :3. 2. ¢ � » EZ� � § < Cl Oc (D� § 2� § � � 9 E 7 § � $/ � � 2 o e' (D k 3 0� w x @ � � 0 a%L 7 � 7 § � n � 7/�§ p mO��O 7 � � - � / 3 m��q £ � 2 X94pr- } ƒ ° % 0)R � 2 § � E CA 00 0 2 � Q I ° \=7 3 0'< / q %k � 7 2g § a) 3 . 7 k coca C) 2cu 2 a §0) � ■ W � � d ■ =r 0 / � O § 3 . m ® 2 ] : � UT224I06 City of Atlantic Beach 6/18/09 Customer Selection - by Service Address 08 : 51:22 Type options, press Enter. 1=Select i,� " - cIS-IV" �r � Customer / Op7FORD, mer Name Location Address Location ID Amount Due Sts ARP _ D, AMOS F. 16483 106. 28 A OCEAN BREEZE CT 14294 _ ME 12823 . 00 T 5 OCEAN BREEZE CT 12822 CURTIS R. 36579 94 . 89 A 9 OCEAN BREEZE CT `� 16690 [:RICHARD THOMPSON CORPORATION � � j 51225 125. 43- A 2391 OCEAN BREEZE CT20972 _ HANSEN, KIRK - 6827 132. 13 A 2393 OCEAN BREEZE CT `Z 6826 _ POHL, ROBERT & ANN 15941 83. 61 A 2395 OCEAN BREEZE CT 13854 More. . . F3=Exit F12=Cancel City of Atlantic Beach Public Works Department Certificate of Occupancy Inspection Address: 2391 Oceanbreeze Court Permit No. 06 33439 ITEM Comments 1. Approved drainage plan properly implemented. 2. Right of Way restored (concrete, sod, pavement). A. Construction Rolloff and port a john must be removed. 3. Ground surface stabilized (mulch, sod, etc.) Approved: signature/date a ONO &&RAI 39�-�02V-w #44pw CO checklist 2391 Oceanbreeze Court.xls 7/31/2008 f J � • V +; J _ �1 J CCi J 21 O m 75 • J r F=1 � W J J- r U N ry J 0 LU t� J f Q) m sr V 4 m J ti N bDbJ G '.� O � N 7Z o _ • LU m tz LUmLn 0 co Oco v ; d0 N N ULu v N 04 cu N Z O (Ti O N r, O cz m t � Z O1 — Q rn�OD x = M 3 O (t LnO r �Q N sLLJ; LA W .� ,� r r al .� lie W v N I— O [L� _ r1 �n' O J Cr; O r O L s i A t1 W _ W M (a L ce J1 w Q' A .H fin+ wr�ii ^ 'Jf. ^ .1 .- o q a Q N N O tpif 0G6 N N O p a a n 0 0 0 0 L L L L CLCL 0 CL W Q y Q Q LL a M Qj � ~. 0 O %A LLJ 0 f Z to N tV M e1 ri U1 N C4 A N a _ 0 N �Q t go 00 of 00 00 9 O - 7 7 i m m ' O O J J Q Q Z Z U- U- 'A a o 77m 3 a � m g t -- Qp O — v U m ' 00 00 c* C? p c.� m m rl Ln W p ui LU W p 'w .✓ r ::i :.l. ict `i cc v RICHARD- Wolue-ZZIL"JU OlNUMAL CONTRACTORS 1 1 7 1 DERCH B O U L E U N AO .I II C K S O M U I L L E. FLORID 3 2 2 5 O To: August 14, 2008 The City of Atlantic Beach Atlantic Beach Building Department Atlantic Beach Planning and Zoning Re: The Raab residence, 2391 Oceanbreeze Court,Atlantic Beach, Fl. 32033 Building Permit#06-00033439 Handrail Height Violation on Exterior Entrance Stairs to Second Level Dear all, The handrail height issue of the existing height of 32"to a new height of 34"will be corrected according to the 2007 Florida Building Code, Section R311.5.6.1 within the next 30 days. Please grant the Certificate of Occupancy. Sincotely Ric ar The n Presi ent, Thompson General Contractors 1171 Beach Blvd. Jacksonville Beach, Fl. 32250 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 F., G ..t ME 19' INSPECTION PHONE LINE 247-5826 VO Application Number . . . . . 06-00033439 Date 11/22/06 Property Address . . . . . . 2391 OCEAN BREEZE CT Tenant nbr, name . . . . . . SINGLE FAMILY HOME Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1150000 Owner Contractor - ------------------------ ----------------------- RICHARD THOMPSON CORPORATION 1171 BEACH BLVD JAX BEACH FL 32250 (904) 246-0675 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 2960 . 00 Plan Check Fee 1480 . 00 Issue Date . . . . 11/09/06 Valuation . . . . 1150000 Expiration Date . . 5/08/07 ---------------------------------------------------------------------------- Special Notes and Comments SPRINKLERS NEED TO BE PERMITTED SEPARATE, PLANS NEED TO BE REVIEWED BY FIRE DEPT, FULL SET OF FL PRODUCT APPROVAL (SEE DAVE) SHOE CONNECTION OF TRUSS A31 TO BEAM (SEE DAVE) ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 . 20 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 30 . 21 AB CONSTRUCTION SURCHARGE 3 . 35 STATE RADON SURCHARGE 22 . 87 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 930 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2960 . 00 2960 . 00 . 00 . 00 Plan Check Total 1480 . 00 1480 . 00 . 00 . 00 Other Fee Total 2682 . 63 2682 . 63 . 00 . 00 Grand Total 7122 . 63 7122 . 63 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF A LAN'TIC BEACH 1':4kRouted to: PLAN REVIEW SHEEN' # i 'Z S.Makowski Public works&Public Utilities D astmeun s L. Higgins Building Department Public Doerr 1200 Sandpiper Lane 800 Seminole Road P R. Carper Atlantic Beach FIQ 32233 Atlantic Beach,Florida 32233 96*)247-5800,4 1 (904)247-5834 * D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax �►l ✓� Public Safety PLAN IdEVlEW COMMENTS Permit Application# Oro ' 33113 2 to ^A 69 Property Address: Applicant: Project: FIL 16 lication has been: F I!L ". k' y 0 Approved as noted by the Department. Final application approval must come from the Building Department. A0 Reviewed and the following items need attention: /•(/ L", z T, S' w 'moi toN oF 9�Z A31 7V &W&Z © SScIR K 7 11 �5 9 ro -/-d✓S0- r, Ilk zIW A/ ap /Qty//!s�✓ b �Q O 6� Please re-su it,your °cation when these items have been completed. Reviewed By: Date: Q _ 'late Contractor Notified: LATER COMPONENTS DESIGN CODE: THE 2004 FLORIDA BASIC WIND SPEED - ————— IMPORTANCE FACTOR - ———— MEAN ROOF HEIGHT ——— ——— ROOF PITCH————— —— — —— BUILDING CATEGORY gzll.. EXPOSURE CATEGORY ————— ENCLOSURE CLASSIFICATION -— INTERNAL PRESSURE COEFFICIENT COMPONENTS & CLADDING TRIBUTARY INTERI AREA (sf) ZON 10 +51.2 - 50 +47.1 -50.4 +47.1 -56.3 100 +45.2 -48.7 +45.2 -52.8 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE EXTERIOR WALL SURFACE. 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. 6, DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. PROJECT RAAB RESIDENCE Lou Pontigo & Associates, Inc. BUILDER Consulting Structural Engineers TH O M P S O N BUILDERS 496 Osceola Avenue JOB NO. SHT. NO. Jacksonville Beach,Florida 32250 Ph.242-0908 Fax.241-9557 SK - 1CA#8344 DATE 1 0' 1 9� O6 LATERAL LOADS COMPONENTS AND CLADDING: DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 BASIC WIND SPEED ------- -- - - ---- -- 120 MPH IMPORTANCE FACTOR --------- ----- -- 1.00 MEAN ROOF HEIGHT ——————————— ————— 42.0 FT ROOF PITCH------------------- - 4/12 BUILDING CATEGORY ———————————— —— — — II EXPOSURE CATEGORY --------- --- --- C ENCLOSURE CLASSIFICATION -—————— —————- PART. ENCLOSED INTERNAL PRESSURE COEFFICIENT -——— —————- t .55 COMPONENTS & CLADDING DESIGN PRESSURES (PSF) TRIBUTARY INTERIOR EDGE STRIP: AREA (sf) ZONE 'o' = 6'-6" 10 +51.2 -54.5 +51.2 -64.4 50 +47.1 -50.4 +47.1 -56.3 100 +45.2 -48.7 +45.2 -52.8 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE EXTERIOR WALL SURFACE. 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. .1 .4 PROJECT RAAB RESIDENCE Lou Pontigo & Associates, Inc. BUILDER Consulting Structural Engineers TH O M P S O N BUILDERS 496 Osceola Avenue JOB NO. SHT. NO Jacksonville Beach,Florida 32250 Ph.242-0908 Fax.241-9557 CA#8344 DATE 10. 19. 0 6 SII/\\ LATERAL LOADS COMPONENTS AND CLADDING: DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 BASIC WIND SPEED ------ - --- - - --- - - 120 MPH IMPORTANCE FACTOR ----- --- - ------ - 1.00 . MEAN ROOF HEIGHT ----------- ---- 42.0 FT ROOF PITCH-------- - ------ -- -- - 4/12 BUILDING CATEGORY ——- -————— — - -—— — — II EXPOSURE CATEGORY ————— C ENCLOSURE CLASSIFICATION -—————— —————- PART. ENCLOSED INTERNAL PRESSURE COEFFICIENT -——— —————- t .55 COMPONENTS & CLADDING DESIGN PRESSURES (PSF) TRIBUTARY INTERIOR EDGE STRIP: AREA (sf) ZONE a' = 6'-6" 10 +51.2 -54.5 +51.2 -64.4 50 +47.1 -50.4 +47.1 -56.3 100 +45.2 -48.7 +45.2 -52.8 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE EXTERIOR WALL SURFACE. 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 01'j v .1 PROJECT RAAB RESIDENCE Lou Pontigo & Associates, Inc. BUILDER Consulting Structural Engineers TH O M P S O N BUILDERS 496 Osceola Avenue JOB NO. SHT. NO. Jacksonville Beach.Florida 32250 Ph.242-0908 Fax.241-9557 CA#18344 DATE 10. 19. 06 SK - 1 e 9 LATERAL LOADS COMPONENTS AND CLADDING: DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 BASIC WIND SPEED -—————— ——————— 120 MPH IMPORTANCE FACTOR -———— — ——————- 1.00 MEAN ROOF HEIGHT ——————————— ————— 42.0 FT ROOF PITCH----------------- - - - 4/12 BUILDING CATEGORY —————————— — — —— —— II EXPOSURE CATEGORY ——— ————————— C ENCLOSURE CLASSIFICATION -—————— - PART. ENCLOSED INTERNAL PRESSURE COEFFICIENT -————————- f .55 COMPONENTS & CLADDING DESIGN PRESSURES (PSF) TRIBUTARY INTERIOR EDGE STRIP: AREA (sf) ZONE 'a' = 6'-6" 10 +51.2 -54.5 +51.2 -64.4 50 +47.1 -50.4 +47.1 -56.3 100 +45.2 -48.7 +45.2 -52.8 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL SURFACES. 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE EXTERIOR WALL SURFACE. 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. T�a PROJECT RAAB RESIDENCE Lou Pontigo & Associates, Inc. BUILDER Consulting Structural Engineers TH O M P S O N BUILDERS 496 Osceola Avenue JOB N0. SHT. NO. Jacksonville Beach,Florida 32250 Ph.242-0908 Fax.241-9557 CA#8344 DATE 10. 19. 06 SK - 1 CITY:OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 7/7 0 Permit Number L � 3 Address vL Contact Name Phone Heated Square Footage /O/ @ $ per sq ft= $ G�ed j fI� @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1 st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + % Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ MPERVIOUS SURFACE: _ AB CONSTRUCTION SURCHARGE $ CAPITAL INTROVENIENT $ CITY RADON SURCHARGE $ SECTION H INTACT FEE $ SEWER UYIPACT FEES $ / SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP &METER $ A WATER CROSS CONNECTION $ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ t/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: O - 33 113 1? DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 Z/ 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 Dishwashing machine,domestic 2 Drinking fountainficemaker YZ d Roor drains 2 , Hose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder and/or �1 dishwasher 2 oL Laundry tray 0 or 2 compartments 2 Lavatory 1 t�Q Shower compartment, domestic 2 l Sink 2 Urinal 4 Urinal, 1 gallon 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 02� Water closet, public installation 6 TOTAL NUMBER OF UMTS^ MULTIPLI X 20 TOTAL$ Q IJ EJ a o c -v M 00 o > 0 M 0 n 0 1 � -� o � -n rp — <D (QCD .� O r+ O fD Cl) xV G N � K C N N p CD CCD go `•; N N � sv � Q. n Xnn A) oS1 o r- ID� � < = to m O Q' oc CD �J ? Cl) D 0 --1O w D —1 r 0 I D �< w a 0mZ cD O E � Iu E D XDn Dao � � _ � g Dm y � O 0 3 TI - O 0 �4 eo O O O O O O O 'p n C C2,o0i (l) DX � G� G � O �^ � Cr 1 C oTi Q a: ig M n n CD .l�ICD 0 Z y � " CD yvo -� p - o O , n N CD m > > > N y O.Cl 0 o_ C N n <D 0 < v ss O ani c CA _ N N y C l�D fD � O N CD y m c� 1 C) O .a O y r ox- c aye 3 O. ci m crud t cc 0 a � a Cl) m ; C 0 C `n� G N 0 v v � � w CD o 'o W c S` a) < .� O C _ y jr4X - a� 7 �,aVC), CITY OF ATLANTIC BEACH 4 ' PLAN REVIEW SHEET e MS akowski _;' Building Department Public Works&Public Utilities Departments ' ins r .t RM)Seminole Road 1200 Sandpiper Lane vi-rida32233 Kaluzniak L Public Safety Department m from the Building Department. need attention: 714, H 0 ) G !/-C AW Xe adt ew cc1 q n ,eA- ' e-l-e- tai D � � mo-r►S C� l�•cn w AMOuitd1"-7) er- ieiAL.. Please resubmit ya4r a lication when these items have been completed. Reviewed By: - Date: O 7 D Date Contractor Notified: uj ILI 775 LAJ z LLJ rJ z Ul) r 0 z uj C, z 0 LLJ CL vi 'A LLA z z z 0 LAJ 0 m LM < 'a to Z c) O cz z uj 9L Z Z N WE z 0 N 78 4-0 a. co m C 04 00 C4C • C) m C:)Z 04 C14 c:) c) O 0J m C) C) to 9 tm-c OD tz C) m w Ca cn UJ -14 w In E -..7 = .. 4) m 00 M C) r4 r1i C) rA C) C) C�5 :3 00 -Z UJ uj w M to ce 2 R U6 F— Ul C CT 0 E c > n5 25 C U. w P.ca P, F- W—j C-,-. C) R t Sep 19 06 03:05p p• 1 RAAB RESIDENCE TRI-STATE LAND SURVEYORS,INC LOT 7 OCEAN BREEZE COURT 8211 BAYMEADOWS WAY SUITE#2 ATLANTIC BEACH,FLORIDA JACKSONVILLE,FLORIDA 32256 MEAN ELEVATION CALCULATION WEST 1 2 3 4 5 6 1 13 13 13 12.9 12.9 12.9 2 13.5 13.5 13.4 13.4 13.4 13.4 3 14.7 15.8 16.4 16.4 16.2 15.5 4 18.3 19 19.3 19.6 18.6 18.4 5 20.7 25.7 26.9 23.6 24.3 23.4 6 20.4 24 25.8 27.5 26.5 25.7 S 7 20.3 22.5 24 24.3 24.5 23.67 N O 8 20 20.8 21.3 20.3 20.2 20.5 O U 9 18.4 18.6 18.4 17.4 17.1 17.6 R T 10 16.6 17.3 16.7 16 18 16.4 T H 11 16.5 17 15 14.7 15.8 16.3 H 12 17 17 16.9 15.1 15.8 18.2 13 17.1 17.5 18.8 19.5 19.2 19.7 14 18.4 21.7 25 .24.9 26 27.4 15 26.1 28.2 32 33.8 33.9 33.9 16 25.7 28.9 34.8 35 31.9 31.9 17 27.5 30.7 31.9 30.4 28.7 29 18 25.1 31.6 30.6 26.8 26.1 26.7 19 24.6 25.6 27.9 24.1 23.3 24.6 EAST TOTAL SUM OF ALL POINTS 2451.67 MEAN AVERAGE 21.50588 dLoc� 413,F - z2-7,? Sep 19 06 03: 05p p. 2 A 35MAX ELEVATIONHE!6iT — — -- "' — -- -- — — �p,��Arj g�VAT1AN AVERAE,FJ PROPOSED FZE51 DENGE 21'HFJ�I I (PER sgi&�OFIU / _1 125 Raab Residence Site Elevation -b Sep 19 06 03: 05p p. 3 atrol;r�a °� �� ♦„ fid` ',�\ ,�� r'4�. F n � }��/_' s �a� � ti' �� 10 ♦o c G+� �o� o�� DV V .4+ r e � G ° I G , 4 r f hG. 4V4� �.♦ ` °ti� .� �� 11 ru ♦ vj° � w �r L G Sq y C A • O � O . \ P 1 \ 1 O a u O ON ii E --�- o ai poi �;. r .c� Omni, NZ ./. - tutu �u� a■i� � 1 01, MI O(� • 33�}3� r Y F CITY OF ATLANTIC BEACH r` BUILDING PERMIT APPLICATION �'t v (New/Residential & Commercial) Date: b Q Job Address:_"�- Q(ttG f. " 'P a cc()e Owner's Name: ick p Address: 4 1t,i rl U Phone: �� 3'C? Legal Description: Block Number: Lot Number: 7 Zoning District: Contractor: i G{1 t'�t2r } �,w1 pS u1u� State License Number: Address: it 71 t r C I LV r) Phone: city:- . X111 \ l State: Zip: Fax: XZ q 7 Y2 Describe proposed use and work to be done: Present use of land or building(s): ®' /L` [ 9Z1_ r _ ( - Valuation of proposed construction: /K/1!/CjL1 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Willthis project involve changes in elevation,site grade or any use of fill material, addition of 5% or nt0t•2 to the'arig=i;s im.Parvim!s Pres or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. L7 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ Applicant certifies that no trees will be removed for this project. [i�VE Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which lbeets two times each month. 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 ofthis 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. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Warks 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. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach C'Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904),247-5800 - Fax: (904)247-5845 - http://www.cLadantic-beach.fLus Page 1 of 1 Doerr, Sonya From: Doerr, Sonya Sent: Thursday, July 20, 2006 2:30 PM To: Carper, Rick; Kaluzniak, Donna Cc: Brugman Kerri; Graham Shirley Subject: 06-33439 RAAB RESIDENCE, OCEAN BREEZE COURT, OCEANFRONT In case you are wondering what happened with this one, we are waiting on the contractor to submit a revised elevation showing the Calculated Average Grade height calculations. He says he had these done, but did not submit them, and assures me the house meets our code with respect to how height is measured. If you recall, this is the proposed house up on Ocean Breeze Court that looks like its about 45-feet tall, just like most of the other houses on Ocean Breeze Court. He intended to have it here last Friday. Stan, we should go ahead and proceed with review as usual on this one. Sonya From: Richard Thompson [mailto:rtgc@bellsouth.net] Sent: Wednesday, July 12, 2006 6:41 PM To: Doerr, Sonya Subject: RE: RAAB RESIDENCE, OCEAN BREEZE COURT, OCEANFRONT Thank you Sonya! I will do everything you wish. Im waiting on the architect to do the specific drawing. I already have the calculations. I will have everything to you by Friday. I guess we don't have to meet after all. III a you on Friday morning. Good work! Richard Richard Thompson Thompson General Contractors 1171 Beach Boulevard Jacksonville Beach, Florida 32250 904.246.0375 office 904.247.9242 fax rtgc@bellsouth.net From: Doerr, Sonya [mailto:sdoerr@ci.atlantic-beach.fl.us] Sent: Wednesday, July 12, 2006 11:48 AM To: Richard Thompson Subject: RE: RAAB RESIDENCE, OCEAN BREEZE COURT, OCEANFRONT Richard -I drove up on Ocean Breeze this morning. Had not been up there in a while and had forgotten how steep the dune was on the west side of the lots and that the garages are in the dune. Looks like Raab's house will probably be okay; I just need to have the Calculated Grade Average depicted with notation on the plans. Sonya 7/20/2006 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 pians. 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 o—f•person to receive all correspondence regarding this application(please print). Name: vv, Mailing Address:,_, 1 7 1 tom?60k V l7} i�L,�/- r �jC - FL Telephone: o" 5 Fax: � 7 -�� 7 E-mail: �� ���Ct •. i X eiui= `r jE fIML ir,ifiHii 0_1561,6& I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner. Date: 4 L AS TO OWNER: Sworn to and subscnbed before me this 2 D day of Sl>>J'C 20'0 , State of Florida,County of Duval i wvw Notary's Si KAREN M.PHILLIPS MY COMMISSION#DD336255 EMPIRES:July 08,)ON ersonally known I-ND-34MARY FL Notuy Dismst A%=ra ❑ P identification ype identification produced Signature of Contractor d ''"�"""�- Z d AS TO CONTRACTOR: Sworn to and subscribed before me this Z day of T VN-t, ,20 d State of Florida,County of Duval Notary's `LA I fill KAREN M.PHILLIPS / MY COMMISSION#DD336255 ❑ Personally known EXPIRES:July 09.2008 -DW S-NOTARY F7.Ncnry DisMMW A$oa.Co. ❑ Produced identification Type of identification produced 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Page 3 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.cLatiantic-beach.fl.us Revised 8104 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET el-RqUted-tx_ Makowski -.1 onls)* Building Department Public Works&Public Utilities Departments iw 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 isk (904)247-5845 Fax (904)247-5843 Fax Public Safety M PLAN REVIEW COMMENTS Permit Application# 34 3 Property Address: �f�,,n Applicant: .1 t ka{r 6G Th DW L'2A Project: This permit application has been: A 1� 'P4 'YJ Approved as noted by the... ' Department. Final application approval must comiWfram the Building Department. Reviewed and the following items need attention: //bj 6G-eie ry"l- d� e �o -.Orr se a. /eCaceol zov 4 c-� u7 edeit 1Ma1c14de 1101a4 /On ,fie s/ole off'Mie ine'44*-. l �ac.��jv� ieve���s rxu de �esfeo/ Sf A se. cfJ, Maai- be 17e: . 06 d e/40T ve Ae /moo — /ill d- ecue� be GCn S�el- tb e �- ✓i`s . ge- vise �`� �e ,er �l a.� 3/ " e fes- ; i�/`/' -elx-- D -845 S� ' U,iLc��-?z OF' iGi6tL.• i5 i7 Please re-submit your a lication when these items have been completed. Reviewed By: Date: D Date Contractor Notified: UL .t CITY OF ATLANTIC BEACH { BUILDING PERMIT APPLICATION (New/Residential &Commercial) q Date: ett --6-1 0� Job Address: ��` 7T OCeA f t�c^C'�'-�..JZ-- Cpl!�...�' Owner's Name: R iC h Perb 4, .�'j;e-N n A t aaf3 ) Address: 2 4 4 N C r -tr► IJ i f�.:i3 r !— PV& FL. 3, C Phone: — Legal Description: Block Number. Lot Number: -7 Zoning District: Contractor: i alit(?--t) t)m psc lJ State License Number: q Address: J 17! l tLy'b Phone: City: Zk�.k-se-."N\ t 1 le State: Zip:3A Fax: Y& '7'1'7 �1'vZS�Z Describe proposed use and work to be done: Present use of land or building(s): fy � Valuation of proposed construction:_ j{.t In I///Cy Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5% ss rs,ore impp vi�fms iiCen or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this ,,�,s'" project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ON� Applicant certifies that no trees will be removed for this project. R' Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction 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 STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatiantic-beach.fLus Revised 8104 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. S. 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: R l chlmzip Mailing Address: i171 i?*'-d0k ,U TAZI-5, k�I FL- . 2- r Telephone: 1246— 0 1 3 1.5 Fax: ^> _ E-Mail:t-+--`� ``` ? 'It� •(,�'T I hereby certify that I have react and ,,.,..,med this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner. Date. 1?6 AS TO OWNER: Sworn to and subscribed before me this 2 a7 �V'v{ day of ,20'0 (0. State of Florida,County of Duval q _ KAREN M.PHILLIPS Notary's Si �ha.".� �' MY COMMISSION#DD336255 EXPIRES:July 08.2008 R-Trer—sonally known I400.3-NOTARY Fl.Nonry DMOMA Am=C. ❑ Pr d identification ype identification produced Signature of Contractor. ✓ f '�- Date: ��.. C7 L AS TO CONTRACTOR: Sworn to and subscribed before me this 2 day of {, ,20 0 State of Florida,County of Duval Notary's 1 KAREN M.PHILLIPS wCOMMMy #DD336255 personally known ISSIONEXPMES:July 08,2008 1-0p)3-NOTARY Fl.n o„w,Mwam Assoc Co. ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 3 Phone: (904)247-5800 Fax: (904)247-5845 - http:/hwww.cLatlantic-beach.fLus Revised 8/04 • , SS jo£a6ed •paa!nbai lou s!uo!lewaoJu!Ieuo!i!ppe pap!Aoid'6u!laaw palnpay:)s Apeln6ai ixau ayi 1e paaap!suo:)aq II!M yiuow y ea jo sAepuoVy pa£pue is 1 ayi uo wdS Aq paA!a:)aa suo!le:!IddV •sAepsaupaM yeti pue puZ ayi uo'Alyluow a:)!Ml slaaw paeoa uo!leAaasuOD aaal a41 'S •luawlieda0 6u!uueld Peag :)!iuellV Jo AID ayi o1 slepalew 6u!laoddns aayio Aue pue sl!q!yxa paa!nbai Ile aayio sa!do:)(Z)oMl yl!M 6uole'tiessaDau se II'8 I SiBdd 'NOI-LVDIlddV IVAOW38 NOI1dl393A18 33x1 palaldwoD ayl;o sa!do:)(Z) oMi l!wgns'uo!Aadsui aoj paaedaid uaaq sey ai!s ayi a:)uO •t, '43SS3DOad 38 lON IIIM S311S 0DIUM A1103HODNl(INV SA3Auns 80/0Nd SNOIIVDIlddV 313ldWODNI •adei ao lu!ed'6u!66e13 N3389/3f118 4i!m uo!lemasaid aoj pa6!luap!saaal Ile NJew(A •adei ao iu!ed'6u!66eg 30NVHO/038 4l!M Ienowaa aoj pay!luap!saaal Ile 1jew(A! 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Jam / % � � / rr f ■ " g £ ■ � n_ % — � � ■ Ln. n) (D £ = � 2 N CL w2C@ƒ ® ;2 ] ■ c - p � � £ M mn 0, § m n@ \ 5 m� g \ m - � » ] / � � � » aF0 0 0U. to w cr J wOcn $ @ E 9 ' 2 9 O s' § 9 7 - ■ \ o § o � J 0 � # § # 00) \ 0 cr � / § 2 \ 2 (D ¥ � 2 � _ 0 ° §q f q ° q / Q$� � « § 2 » § � 00 � m N � o N / %g �� o ■ m« :3o 0 7 O?_?3 - j 0 M�wko ■ m 7 \ CD k 0 W . / 0 k \ / \ 0 _ :3 » U 2 '1EPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION Far lnswrance Gompany;Use: Al. Building Own r s Nam ,p Po 16y.Number f �C�C�C" A2. Building Street Address(in uding Apt,Unit Suite,and/ r Bldg.No.)or P.O.Route and Box No. Company NAIC'Number UCC'c'�'► C Z' �; ,. . Jf City / State ZIP Co ./G' C.�S a L/r , Q . A . Pr perty Descri on(Lot and ock ymber ,Tax Parcel Number,Legal scription,etc.) �1- t�I�tsi' r 4 GC �CeGn CfSf ?C_ s A4. Building Use(e.g. denti Non-Residential,Addition,Accessory,etc. A5. Latitude/Longitude:Lat f LJ g. 2f 8'5(a" Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number _I A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provider a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage 0 sq g b) No.of permanent flood openings in the crawl space orb) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION L `7 Bi.NFIP Community ame& ommunity umber B2.County Name B3.State B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood dep B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile i#IRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 89: 2<6VD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes to Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Ct. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction' inished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Ai-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARIAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized - Vertical Datum "/9 Z-cf Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ f(09L feet ❑meters(Puerto Rico only) b) Top of the next higher floor Z�._Z1 eet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 0 ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 115 . 216-et ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building / eet El meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 15-450 E3'et'et ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) . feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I�ndunde"rstand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. L'7 �-� Check here f comments are provided on back of form. Certifier's Name Lary G.Eddy or Glenn M.Broadstreetr License Number 4144 or 5814 Title Professional Surveyor and Mapper Company Name Tri-State Land Surveyors,Inc. RE Address 8411 Baymeadows Way,Suite#2 City Jacksonville State FI ZIP Code 32256 Si re Date G Telephone (904)731-7235 IMPUK IANT: In these spaces,copy the corresponding information from Section A. Cnmpa Building Street Address(includipp Apt.,Unit,Suite and/or BI No.)or P.O.Route and Box No. Ptihji Number C'dyJ P CoG State ZIP orrpanyNAtC Nurriber AG l � e SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments CZ- t S C?n 416 0oaJ eu� -/ -D Si ure Date ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is L . 5 Z- Erfeet ❑meters above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is Bfeet ❑meters above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is — El feet Elmeters EJabove or Elbelow the HAG. E3. Attached garage(top of slab)is __j� � [ e El meters ters ❑above or ®flow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is Z ..1q.- 2le-et ❑meters ffabve or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No nknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) he local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), nd G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. 1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. 3.❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued ;7.This permit has been issued for: ❑New Construction ❑Substantial Improvement ;8.Elevation of as-built lowest floor(including basement)of the building: -❑feet ❑meters(PR)Datum ;9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments a Building Photographs See Instructions for Item A6. For insurance Company use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.) ti or P.O. Route and Box No. Pocy Number r City State ZIP Code CompanyNAICNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. r J� i I t, w j Fra -� r �.� �- V c iJ CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION r (New/Residential & Commercial) J � Date: 7 la&,110-6 Job Address: --p-t 1 OewA iJ aC"ee-ZE CoLl Owner's Name: - Ric;",}r� i �-j b A Address: LFA i+% w�1,� � r r- fV6 FL, 3, C qq, 2 phone: J810 n;J.2 Legal Description: Block Number: Lot Number. -7 Zoning District: Contractor: K i&1A eka- L l o im p_C�� State License Number. C1,5-1 2 2 c� Address: 11 '71 Phone: \J 1 State: Zi City:�,,���s=� 'W I t— •� P:3Ao35-QFax:_ Y& ?-17 foZ#Z Describe proposed use and work to be done: Present use of land or building(s): i/V.> L1 rT_ or) Valuation of proposed construction: 1"IlllcAl Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5% os mor to gig`•a4 rg lla initiervious Prep or the remoyal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �S.❑ Applicant certifies that no trees will be removed for this project. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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, STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction 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 Laney Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.cLatiantie-beach.fLus Revised 8/04 Lou Pontigo & Associates, Inc. Ph: (904)242-0908 CONSULTING STRUCTURAL ENGINEERS Fax: (904)241-9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 August 15, 2006 Mr. Richard Thompson Thompson Builders Jacksonville, FI 32250 Re: Permit Number 06-33439 Raab Residence Building Department Comments- Items 2-6 Dear Mr. Thompson, The purpose of this letter is to address the building department comments requiring structural responses. Item #2: is regarding coordination of truss F2A on S0.0 and truss engineering. A revised truss package shall be submitted with this letter. Item #3 is regarding g g conn ections of beams to truss A31. The sheet S0.0 lists the correct connector for the attachment of 2-ply beams attached to truss A31. The connectors have been provided by the truss manufacture and approved by our office. Moreover, truss A31 shall be fastened at the cmu wall per uplift connector schedule on the sheet Sl.l. \ Item #4 is regarding plan note 7 located on sheet S 1.1. The note is located under the second floor framing plan notes. The note we are referring to is "Provide 3 reinforced cells directly beneath supported member." \ Item #5 is regarding removal of details not used. The detail sheets have been revised along with the corresponding documents to reflect the changes. Item #6 is regarding sheet S0.0. The layouts shown on S0.0 are a direct copy from the truss manufacturer for the purpose of signing and sealing the truss layout. We have omitted the text that refers to the E.R, since we are reviewing these conn tions. w zoo If you have any questions, please feel free to give us a call. Sincerely, Lou Pontigo, P.E SED 1 � f Please contact us at the following email addresses: comments@Ip-a.com or drawings@Ip-a.com Lou Pontigo & Associates, Inc. Ph: (904)242-0908 CONSULTING STRUCTURAL ENGINEERS Fax: (904)241-9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 August 15, 2006 Mr. Richard Thompson Thompson Builders Jacksonville, FI 32250 Re: Permit Number 06-33439 Raab Residence Building Department Comments- Items 2-6 Dear Mr. Thompson, The purpose of this letter is to address the building department comments requiring structural responses. Item #2: is regarding coordination of truss F2A on S0.0 and truss engineering. A revised truss package shall be submitted with this letter. Item #3 is regarding connections of beams to truss A31. The sheet S0.0 lists the correct connector for the attachment of 2-ply beams attached to truss A31. The connectors have been provided by the truss manufacture and approved by our office. Moreover, truss A31 shall be fastened at the cmu wall per uplift connector schedule on the sheet S1.1. Item #4 is regarding plan note 7 located on sheet S1.1. The note is located under the second floor framing plan notes.The note we are referring to is "Provide 3 reinforced cells directly beneath supported member." Item #5 is regarding removal of details not used. The detail sheets have been revised along with the corresponding documents to reflect the changes. Item #6 is regarding sheet S0.0. The layouts shown on S0.0 are a direct copy from the truss manufacturer for the purpose of signing and sealing the truss layout. We have omitted the text that refers to the EOR, since we are reviewing these connections. If you have any questions, please feel free to give us a call. Sincerely, WLontigo, P.E. Please contact us at the following email addresses: comments@Ip-a.com or drawings@Ip-a.com Lou Pontigo & Associates, Inc. Ph: (904)242-0908 CONSULTING STRUCTURAL ENGINEERS Fax:(904)241-9557 496 Osceola Avenue, Jacksonville Beach, Florida 32250 August 15, 2006 Mr. Richard Thompson Thompson Builders Jacksonville, FI 32250 Re: Permit Number 06-33439 Raab Residence Building Department Comments-Items 2-6 Dear Mr. Thompson, The purpose of this letter is to address the building department comments requiring structural responses. Item #2: is regarding coordination of truss F2A on S0.0 and truss engineering. A revised truss package shall be submitted with this letter. Item #3 is regarding connections of beams to truss A31. The sheet S0.0 lists the correct connector for the attachment of 2-ply beams attached to truss A31. The connectors have been provided by the truss manufacture and approved by our office. Moreover, truss A31 shall be fastened at the cmu wall per uplift connector schedule on the sheet S1.1. Item #4 is regarding plan note 7 located on sheet S1.1. The note is located under the second floor framing plan notes.The note we are referring to is "Provide 3 reinforced cells directly beneath supported member." Item #5 is regarding removal of details not used. The detail sheets have been revised along with the corresponding documents to reflect the changes. Item #6 is regarding sheet S0.0. The layouts shown on S0.0 are a direct copy from the truss manufacturer for the purpose of signing and sealing the truss layout. We have omitted the text that refers to the EOR, since we are reviewing these connections. If you have any questions, please feel free to give us a call. Sincerely, onf o, P.E. i. 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Stephen"V. Manis, P.E. Florida P.E. Number: 43342 Connelly & Wicker, Inc. r , , Comp.By: JZB Job No. 0601-57 Checked By: SVM Date: 6/7/2006 Raab Beach House Atlantic Beach, Florida Stormwater Drainaee Calculations Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 11,472 ft' Runoff Coefficient Area Lot Area Description (ft) (ft`) "C" Wtd "C" Impervious 1 500 11,472 1.00 0.04 Pervious 10,972 11,472 0.20 0.19 Runoff Coefficient(C)= 0.23 Runoff Volume V= 0.23 x 11,472 x 9.3 / 12 V= 2,088 ft Postdevelopment Runoff Volume: Lot Area (A) = 11,472 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,049 11,472 1.00 0.27 Pervious 8,423 11,472 0.20 0.15 11,472 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 11,472 x 9.3 I 12 V= 3,669 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,669 - 2,088 DV= 1,580 ft On-Site Storage 0601-57 Stormwater Calm 6/7/2006 Provided Storage: Based on the Soils Survey Map of Duval County the soil on-site is classified as Kureb Sand with the following properties: Map Symbol (Number): 29 Hydologic Group: A Estimated Seasonal High Groundwater: > 6.0 feet below grade Permeability: 6.0-20.0 inches per hour Depth of Infiltration Determine the depth of infiltration during the 25-year/24-hour storm event: Depth of Infiltration = (24 hours)"(6.0 in/hr) 12 in/ft Depth of Infiltration = 12 feet But, since groundwater is estimated at 6.0' below grade, only 6.0' of sand is available for retention Soil Retention From the site plan, there is 1,140 ftZ of available pervious surface area on site to retain the required 1,580 ft3 of storage volume Assuming 30%voids in the sand, the required volume of sand is: 5,268 ft3 With 1,140 ft2 avaiable, the depth to achieve the required storage is: 4.6 feet Therefore,since 4.6' < 6.0',there is sufficient volume in the sand to retain the required storage volume. Containment Swales Time to reach 4.6' below grade with 6.0 in/hr permeability rate: 9.2 hrs Thus 6"deep containment swales will be provided to retain the peak hour of the 25-year/24-hour storm. On-Site Storage 0601-57 Stormwater Calm 6/7/2006 - �w�a�c3t"cw��n;�77i�.lS^^FJ1"•»`.'+.����::�5:cv.:,'r�n.w.wvv T Yv �&M0--"" a� xR'rs:<;'„ .,���'...`.rt��: �..� - ���:.•�?��':.`•`S=/.✓i".':.,.1:r�l;-fit�'1,•:,`-?��w.i �.��Y�,,�ry.,�. -� A�-�W :. v1�� - �� ���~`mow'�j�� / rJ / � ✓r, ' ?�3" w gg it•,w.\JM4 .`a�'."I d^XO;w S.- .. •,�•.kiL;'� i '1 7r r r r. `"y � �•r .t.� .�F. rte... ,�, yv 1�^ e s f t r. '&°.,,q'���ia'�,�n �,,{C�``9" y!•rc;�t,.al�7 c� ��i�� '�\�' �. � fir, � 'r� f. /, i . >``��� -�' .0..,K.,a��� ty �'�ic„-^:tfF� ��,.,�ca-�d'Z+a•f`�� > n�f� r r ' pk c -cj \�a 61 �tiv '� 4 Shy-.�_M�'�'1�.yr��� � ` •k`..V1 1 PIE),� S� � w• ��t<Y�S „+'\�,u Via.-`•: ,.;f ", ' Yea. +� ,, v �C 11'. '�,��"ti'". ��.,f�• J r��'��'��7,'l7 T, � `��� gj� p 1 1 t ♦ HYDROLOGIC • SOIL , • GROUP ; KUREB SAND ♦ • • . 6.0-20.0 CONNELLY & WICKER INC. : BEACH HOUSE 'SUPPOi,T REPORT JOB DESCRIPTION: 67429A WIND CODE: NONE WIND MPH: NONE BLDG TYPE : NONE TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# ------------------------------ F1 4 . 333 7 . 625 WALL 0 . 500 9 . 000 953 F1 4 . 333 3 . 000 Special 4 . 083 9 . 000 144 -59 ------ -------- -- -- ------ ----- -------- ------ -------- -- ----------------- --------- F2 23 .729 3 . 500 WALL 0 . 000 10 . 083 1303 F2 23 . 729 3 . 500 WALL 23 . 458 10 . 083 1303 --- ------- ------ --- ------- ----------- ------------- ------------------ -- --------- F3 11 . 198 3 . 000 Special 0 . 000 9 . 000 621 F3 11 . 198 3 . 500 WALL 10 . 906 10 . 083 608 --- -- --------- -- --- -- ------- --------- -------- -- -------- ------------- ----------- F4 11 . 656 5 . 500 WALL 0 . 000 9 . 000 633 F4 11 . 656 3 . 500 WALL 11 . 365 10 . 083 633 -------------- -- -- --------------------------- ------- ---------------- -- --------- F5 22 . 063 3 . 500 WALL 0 . 000 10 . 083 1210 F5 22 . 063 3 . 500 WALL 21 . 771 10 . 083 1210 --- ----------- -- ----- --- ------------------ --- ------- --------- ------------ ------ F6 22 . 333 3 . 500 WALL 0 . 000 10 . 083 1220 F6 22 . 333 4 . 750 WALL 21 . 937 9 . 000 1220 --- ---------------- ----- ---------- -------- ------------------------------------- F7 21 . 938 3 . 500 WALL 0 . 000 10 . 083 1199 F7 21 . 938 3 . 000 Special 21 . 688 9 . 000 1211 ------------------- ----- --- ------------- ------------- -------- ------------------ 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 t Document ID:ISV4235-Z0128130343 Truss Fabricator: Lumber Unlimited „•, Job Identification: 67429A-RICHARD THOMPSON CORP. -- L/7 OCEAN BREEZE CRT. (67429A[-RICHARD-TROMP DIS-;CORP.-L/7 01 Truss Count: 7 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.24. m . Structural Engineer of Record or See Below: Address: Minimum Design Loads: ROOF N/A . Floor 55.0 PSF @ 1.00 Duration Wind No Wind - Notes: Sea]"Date:02/28/2006' 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 shown 1950 Marley Drive on the individual truss component drawing. Haines city,FL 33844 3. The loads indicated on all referenced girder trusses Iare consistent with the truss layout provided by Lumber Unlimited 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:,HCUSR235 Details: - Ref, Description Draw'in Oate 1 62307-411 ;06059,337 .02/28/06 fi : 62308` -f2 (b05933$ �i12/28/06 39 02)28/06, 62310; -f4 4605,9340 02/28)06 5' 62311--f5 0605 934] 02{28/06 6, 623I2;--F6 D,6059342 02)2;8/06. 62313--F7 X6054343 02128106 aINoil r E ^ O lD O M O N � N o d w L.0 OC) 7 CT) LLQ N O J OO Cl) n _ M M N N M LO L(7 O N Y f- M ¢ U N £ N = K c r Z ra W W Z CD W M N N LL 3 Q O W W W d w d O J Li M O N N N N - O O O O O C:) O J V M W O O L(7 O Ln ' C d a W M O O O CD wry O nf zU U' Nt� ted'0 0 wN J O O J U N� O w U U U U O O d L t6 C C7 03 l0 i CL L d- L O 7 C) U } U V Z r O- O J O O Z C7 n d' LAL p ¢Z •� G •Ql N d i--i r n V U N W IC Q Es J¢ fi _ O ¢Ln Ln= 0.Z vL•3 A V T CL a M ....••ow(� W V) N •y• `rr v N4- W O N O w O K V U 7 O O F CO � N C O O N Z N O o Ln O m Lo a a Lo N Nt n- _ III Cr6y= C" 'TI` CD , C M N I v 0~ _ N L CO _ E .-� N I- n o N •7 d U cr E f m N L `-'i X M L ~ > L Ln X O .. - 41 �- L O C) U = r y r p' N 4- +-) ro m h 7 L11 1 U E M - w x M N = C w m E LnLn w m _0 o d x L. 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S O H H X X d d d V l0 Ln a) ui O t/7 to N O Z b� Q NN N x X X X N 3 d 'OTd yT w O Q rY CD I 1L y 01 -c 3 w V O LD O O rZ-i M M l0 a .) LL r M O \ M O � N N \ p d LP � (b 7 .-1 Ln n N N O J 01 M ra \ n u Cl) N M N M \ Ln rY �,. Ln O N Y r♦ H > M N ¢ v V) N of -4 n O:f V CD x Z O W W Z �:: U- 00 O0 f-I�r\Cp<h M d'cn O M- lD OI V'{ V LL F- 3 O O W LLJ\ w r-I M V O)O D aT M ti N N M L-- 11D N K 0 m = C n L L ID M '� •M O O N .J ID O N N Ln k.0 N Z N .--i.--i.--i.--i.--i N O o Ln =w O w W W W w J CD NN N Ln V)E p L1 a C1 d d n _ _ v U d O O O O O O O O w O N^ O O Ln O Ln � Ln rl N N c LiO C) n Mco mO M.--1 O (U NNM E Z H .-� E �(YOOOOOIn�D r\[TONNIn .-� d CU w N X J 0 C] J V o N o (n Z N C7 ti Q r N O >< K X � CU . Q1 •• K V � � � ~ y N Z Cp C O O 00 O O O O O .-L Lo g to Lc-) Z C3 l.n Ln L.f")Ln N N N N N CV N N N �% (' Q Z —,-, III Ln s.•�•j C�, O d c v 0 Qa III x . , F- cct� �V 0 01Z �n rn M - V Z H v 0 co V1 J V - O W O rn n w Of III >< c Ln G W O Q'U U U U U U U V V V V V V M III 11111 N� o > oF-���mmmmmmmmm II Ln U 2 3 X N H w U Ln N x w III + Z x < - M III = co a L < M Lo r a U^ X X cc Cl) N 00 Ln LL N - - V Lo 0 N 24 x L n N N V) III D C x III d CD O C`7 XCY) _ cr ~� _ L III N > L c M X - L + X M CU Cl) E w d O N c E ISI C E _ X N r - d' O L c r6 L xO LC a'^ co 0 C, IIIN s a Z U Y V >>L O = O Q ro C U co ro CU X Cl) x U O O Q)-C7 O CU _ _ - O J-> t 0 C N O LD \ O L O a a-> E•.O (n O _ +� ) c J N CU c+-' CU \ 3 O•�J? M ro o a� M _ o - d v a - Ln III Ln - O N ro ro v� M III Ln a w U > VJ �� L C C C� X N o z �o x O O O to ro M CD M Z .- ^c N • .�.� C d x 3 ICU E O N U n O t6 •� >> X X 2 d Ln d' CU � d N CU-D C O .--I > Q NN 2 x x x u v v V 4- aD N N E o J U U d a o O • E O+-. O ¢ aim YS L L •.- O C)4-- O O c+� M d C .-.R 0) -c 3 U a a) L u O N V U CU � W L U d•� Y V r N W C7 f6 II CL"-O O CU L O Q u J C. 11301SE'M Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamIBM-01 BC CALC®9.2 Design Report- US 2 spans Left cantilever 10/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-01 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: -- 2 w..w T -T____w c_..r . .._T_. w r.__T TT � � w w 1.-_-T--7 7.__w _C_._.w. w_. 9_...'I _ __.L-_T..—'G.__T._cS.. Y3 T w. Z T.._._T. ♦.. __X—_y'. _7_ ' T___�' T.__.T __w.__ w__w_ _T_._.♦ w._._2-_ w-. ♦ R _w T T w w T ►_ T w _Y T _9 T w_ 7 T- T ♦.1_T T -..'I T_. 'I T_._..t__7_ 00-06-00 03-10-00 B1,3-1/2" LL 49 lbs B2, 1-3/4" DL 694 lbs LL 38 lbs RLL 918 lbs DL 534 lbs RLL 707 lbs Total of Horizontal Design Spans=04-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%. 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 04-04-00 40 psf 15 psf 00-06-00 2 Unf. Lin. Left 00-00-00 04-04-00 0 plf 110 plf n/a 3 Unf.Area Left 00-00-00 04-04-00 12 psf 30 psf 12-06-00 Controls Summary Value %,Allowable Duration Load Case Span Location Disclosure Pos. Moment 1205 ft-lbs 2.6% 125% 56 2- Internal Completeness and accuracy of input must Neg. Moment -85 ft-lbs 0.2% 125% 4 1 - Right be verified by anyone who would rely on End Shear -324 lbs 2.4% 125% 4 2- Right output as evidence of suitability for Cont. Shear 339 lbs 2.5% 125% 55 1 - Right particular application.Output here based Total Load Defl. L/34730 (0.001") 0.7% 56 2 on building code-accepted design Live Load Defl. 059581 (0.001") 0.6% 56 2 properties and analysis methods. Installation of BOISE engineered wood Max Defl. 0.001" 0.1% 56 2 products must be in accordance with Span/Depth 2.9 n/a 2 current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets User specified (0240)Total load deflection criteria. (800)232-0788 before installation. Design meets Code minimum (2x0240) Live load deflection criteria for cantilever spans due BC CALC®,BC FRAMER®,AJSTM, to roof loads. ALLJOISTO,BC RIM BOARD T'",BCI®, Design meets Code minimum (0360) Live load deflection criteria for non-cantilever spans. BOISE GLULAMTm,SIMPLE FRAMING Design meets arbitrary SYSTEM®,VERSA-LAM®,VERSA-RIM g ry(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND TM,VERSA-STUD®are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + L.L.C. 1/2 intermediate bearing Connection Diagram �b d a c • T' • a V a minimum =2" c= 6" b minimum = 3" d = 12" Memper has no side loads. Connectors are: 16d Sinker Nails Pag$ 1 of 1 Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-02 BCI CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Jots Name: 67429 Description: BM-02 Address: LOT 7 OCEAN BREEZE CT Specifier: Cit , State, Zip: , Designer: RICHARD TINGLEY Cuttomer. RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 3 4 1 7777 s 23-08-12 60,111-3/4" B1, 1-3/4" LL�08 lbs LL 981 lbs DL 11605 lbs DL 1115 lbs RLL 363 lbs RLL 344 lbs Total of Horizontal Design Spans=23-08-12 Loud Summary Live Dead Snow Wind Roof Live Tao Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 23-08-12 40 psf 15 psf 00-06-00 2 Conc. Pt. Left 11-06-06 11-06-06 38 lbs 534 lbs 707 lbs n/a 3 Unf. Lin. Left 00-00-00 11-06-06 0 plf 110 plf n/a 4 Unf. Area Left 11-06-06 23-08-12 40 psf 15 psf 02-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18349 ft-lbs 39.3% 125% 55 1 - Internal Completeness and accuracy of input must Eno Shear 1897 lbs 17.8% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U398 (0.715") 60.2% 4 1 output as evidence of suitability for Live Load Defl. U853 (0.334") 42.2% 4 1 particular application.Output here based Max Defl. 0.715" 71.5% 4 1 on building code-accepted design properties and analysis methods. Splan/Depth 17.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with Nr�teS current Installation Guide and applicable -T building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call D:�''sign meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation. Delsign meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJST'" Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARDT'" BCI® , Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDT"',VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, �iI b d L.L.C. rt a T_ c a a Minimum = 2" c =6" b Minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. M mber has no side loads. Co centrated loads are not considered in side load analysis. Co nectors are: 16d Sinker Nails P�ge 1 of 1 ,00ASE- Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamIBM-03 ,BC',CALCO 9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Buihd 141 File Name: 67429.BCC Job Name: 67429 Description: BM-03 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Cu tomer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Coe reports: ESR-1040 Misc: P T.-._.O 04-08-12 BO 1-3/4" LL 968 lbs B1, DL�50 lbs LL 5688bs lbs i DL 250 lbs Total of Horizontal Design Spans=04-08-12 Lo d Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115%. 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 04-08-12 40 psf 15 psf 06-00-00 Cotrolls Summary Value %Allowable Duration Load Case San Location DISCIOSure Po Moment 967 ft-lbs 2.6% 100% 1 1 - Internal Completeness and accuracy of input must En .Shear 331 lbs 3.1% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. 034846 (0.002") 0.7% 1 1 output as evidence of suitability for Live Load Defl. U50201 (0.001") 0.7% 1 1 particular application.Output here based Max Defl. 0.002" 0.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 3.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Noes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (0360) Live load deflection criteria. (8 ask questions,please call Dein meets arbitrary (800)232-0788 before installation. �g ry(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMERO,AJSTA°, Minmum bearing length for 61 is 1-1/2". ALLJOIST@,BC RIM BOARDT"',BCIO, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ BOISE GLULAMT"' SIMPLE FRAMING 1/2 intermediate bearing SYSTEMO,VERSA-LAMO,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRAND T-,VERSA-STUDO are Coonection Diagram trademarks of Boise Wood Products, b d L.L.C. a c T a a minimum = 2" c =6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails ill Page 1 of 1 BOISE" Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-04 BC CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.13CC Job Name: 67429 Description: BM-04 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: •c_ w- ti- ♦ w- w w.__-+ s_—w_ w _r_ w._.w w_..w w_. w w _Y_ z t_' -. __x �r_ —w * w-.. w w_s w w z w-_I ss 04-07-14 60, 1-3/4- B1, 1-3/4" LL 1024 lbs LL 1024 lbs DL 421 lbs DL 421 lbs Total of Horizontal Design Spans=04-07-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 04-07-14 40 psf 15 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1682 ft-lbs 4.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 572 lbs 5.4% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U20335 (0.003") 1.2% 1 1 output as evidence of suitability for Live Load Defl. U28689 (0.002") 1.3% 1 1 particular application.Output here based Max Defl. 0.003" 0.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 3.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes Design meets Code minimum (U240 Total load deflection criteria. building codes.To obtain Installation Guide g ) or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC@,BC FRAMER@,AJST" Minimum bearing length for 61 is 1-1/2". ALLJOIST@,BC RIM BOARD'"' BCI@, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, bd- L.L.C. a . . c a a minimum = 2" c= 6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 58fid, emi connec?ars • THNTHAC Adjustable Truss Hangers ThrsAro�6�rsArcicrahJs!osi+nr.:vcum7ecfnr;b.:ctuas�talcasrcrinsfaAaEcw. blhrphCrTaJ�,c!hmY iA:faJkd cv:f,or a cumAioafiav ar fhcse.'C>fev>:s. tip, , 0 The TNA series'extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. ° Designed for 4x2 floor trusses and 4x beams,the THAR/1_422 has a standard ° skew of 45 degrees.Straps can be formed to give top flange hanger convenience. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. �t a - MATERIAL:See table. p H FINISH:Galvanized.Some products available in Z-MAX; o ` 'r see Corrosion-Resistance,page 6-7. s °� INSTALLATION:•Use all specified fasteners.See General Notes. Two different installation methods may be used: Maximum nailing-Install all face nails according to the table.Nails used for the joist attachment must be driven at an angle so that they penetrate THA THA29 Typical THA Installation through the corner of the joist into the header.With single 2x carrying members,use 10dx1. nails into the carrying member,and 10d or 16d commons into the carried member,and use 0.81 of the table value for 18 gauge,and 0.68 of the table value for 16 gauge. 4X Nailer 4 Top Nails C Minimum nailing-For the THA29,the minimum nailing schedule requires the use of joist double shear nailing as detailed above,and that the strap f : a C be field-formed over the header a minimum of 2 .A minimum of four to top and four face nails must be used.For all models except the THA29, 2 Face o the minimum nailing schedule may be followed where double shear Nads 1 , nailing is not possible,provided the strap is field-formed over the top of the header a minimum of 1 for the THA213 and THA413,and 2"for e• all others,and a minimum of four top and two face nails are used. �� `{ "` o CODES:See page 12 for Code Listing Key Chart. �, Joist Straight Nails r ® DoubleDouble Dome Double Shear Typical THA Shear Shear Nailing Side View Minimum Nailing THAR/L422 Nailing Nailing (available on Configuration on a Top View Side View some models) 4x Nailer U.S.Patent 5,603,580 (except THA29) te.for THAG422 2V for THA422'2 and THA426-2 . Available with additional corrosion protection.Check with factory. THAC422 Dimensionsfasteners' Doug-Fir-Lamb/Southern Pine Spruce-Pine-Fir Minimum Allowable Loads° AllowabieLoads° Code Model ry g U lift Upitt Carried Ga Carrying Carried z z Member N0' W H C Member_ Member p R�r Snow Root Floar Snow Roof Ret. _ _ ---- (i33 a {100) {115) {125) (133& (100),(115) {125) Top face Straight I Slant 160) 160) - - - _ _ _ MINIMUM NAILING—TOP FLANGE z _ 2x4 THA29 X18 15/0 91,11/.L_51A 4-1Od; 4-1Od — 4-10d 560 2260 23101 2350J_480 1740 1785 1815 _- 1,84,1.40 _ w 2x6 444218 18 T/d 17u,« 5'/ 4-1Od 2-10d 4 10dx1V ! — — 1615 1615 1615 — 1280 1280'1280 1,84, a ___C2) x10 444218 2 16 3/� 17 /,� 5'/2 4-10d 2-10d 4 10dx1Y2 — — 1615 1615 1615— 1280 1280 :1280 121,140 8 4-i6d- 2-16d &16dx2Y., — 1635 1635 i635. 1465 1465 1465 _(2)2X1{) 444222-2 16 '3'/e 223/,e '8 4-16d 2-16d 6-16dx2Y2 — 1635 1635 1635 1465 1465`1465 1,84.121,129,140 - - - v, 4x6 THA413 18 35/0 13`'/+e 4Ya 410d 210d 4-10d _ — 1615 1615- 1615 1280 1280 11280 1 84 - -- - 4x10 THA418 16 3t/A 17V2 T/« 4 16d; 2.16d 6 16d — — 1635 1635 1635 — 1465 1465 1465 121,140 g 4x10 THA422 16 iso 22 77/a 4-16d 2-16d 6-16d — 1635. 1635 1635 1465 1465 1465_ 4x10 THAC418 16 '3bA 17'/2 77/0 4-16d 216d 616d — -- - 1635 1635 1635 — 1465 1465 1465 127 42 truss!THA426 14 35/a 26. 7/e 4-16d 2425 2425 j___ 19401941940 170 -- —0 - MAXIMUM NAILING—ALL NAIL HOLES FILLED 2X4 THA29 18 to 9114G 5i/e - 16-10d`__ — 4-10d 560 12125 2_310J.23501 480 1740 1 1785. 1815 _ 1,84,140_ 2x6 THA213 18 1/. 13& 51/,i — 14-10d — 4-10d 930 1795 1840! 1870 780 1385 1425 1450 1,84, 2x6 444218 18 1YE 173/,e '5'/2 I 18 10dr�'' 4 10d 930 1795 1840 1 1870 ' 780 1385 i 1425 11450 — _. - -- -. -- __ _-r __ _ .-- --- -- 121,140 444218-2 16 3'7s 171,/,0 6 T —_ f 6 16d 616d 1550 2830 3050 3050 1355 2385 27402820 -- -- — —_d 1155. —_ -- - g 2 2x10 THA222 2 16 3'/e 223/ie $ — 22-16d` — 6-16d 1550 351D 3595 3650 1355 2705 2775 12820 1,84.121,129,140 46 444413 118 _35/a 13s/,e 4/z' — 14-10d — 4-10d 930 1940_ 2235 2400_; 780 1660 1910_;_2075 1,84, 4x10 THA418 16 3Ya 17'/: 77/0 — 16-16d — 6-16d 1550 2830 3050 3050' 1355 2385 2740 2980 121,140 400 THA422 *16 3% 22 77/aI — 22-16d — 6-16d 1550 3630 4090 4145 1355 3075 3145 3195 - - -- - - -- 4x10 THAC418 16 35/a 17/2 77/a I — 16 16d — 6 l6d 1550 2830 3060 3050 1355 2385 X2740_2980 127 - -- - -- 4x2 truss'THA426 14 35/ 26 71/0 — 30-16d 6-16d 1715__, 4020 1462 , 4655 1355 3480 4000_ 14030 170 FACTORY SKEW 45° - ---- - -- - - -- -- - -_ ___.r _ -- -- - 4x truss THAR/L422� 16 3<r 225A 8 4-10d 2-10d I 1-10d T2-10dxtY2 1090 1090 1090 = 915 915 915 47 4x truss THAR/1_422 16 3::r 225/0 8 4-10d 12 10d 1-10d 12-1 0dx1'/2 310 1675 1675 1675 260 1405 ,1405 1405 1.16d sinkers may be used to replace 16d commons a10.85 of table load. 4.THAR/1_422 with 4-10d top nails and 2-10d face nails:When the hanger height is between 9'to 12', 2.Uplift has been increased 33%and 60%for earthquake or wind loading the allowable download is 1440 lbs for DFL and 1210 lbs for SPF No further increase allowed with no further increase allowed,reduce where other loads govern 3.Roof loads are 125%of floor loads unless limited by other criteria 85 9 Prayed runs�'onrrecfo,a FACE MOUNT HANGERS r 10 Avaik-Ak wit addr7raRale;rrnarnrr Drofc--ifiarr.ChccA nrht(attar. Model Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fu/ ;,Allowable Loads Code No Uplifts Uplifts Floor Snow Roof Wind Upitit'IUplift' Floor Snow Roof Wind Uplift' Uplilts Floor SnowTRooi Wind Ref (193) (160) (100) (115) (125) '(133) 033)L(160) (100)--(115)(125) (133) (133) (160) (100)1(115)L(125) (133) - SINGLE 2x SIZES - -- -- i _'_ _._-- LUS24 465 r 490 640 73 800 850 49 490- 690 i 73 865 920 390 465 545 625 675 730 4 37 87,121, 140 LUS26 930 11115 830 1955 f 1040 1110 1010 f 1165 900 103511115 1200 780 935 f 700 805 1 875 950 MUS26 1090 1090 11310 1505 1640 1740 1090 1090 1425 1640 t 1780 1740 915 915 1 1100 12_65 1 1380 i 1465 47 ® HUS26 1550 1550 ,2565 2950 3205 3335 1550 1550 2785 3200 3325 3335 1465 1550 2210 X2490 2540 1 2580 4,37 87 121 HGUS26 LUS28 930 1115 _'i Ol55 1210 1320 1405 1010 1165 1140 1310 1425 1520 780 935 890 1025 1115 11185 4,37,87,121,' 140: �� �- i 1 MUS28 1555 1555 1750 2010 218512325 555 1555 190012185 2375 2325 1305 1305 1470 1690 1835 11955 47 ID HUS28 2000 2000 3585 3700 3775 3840 2000 2000 3380 3505 3585 3655 1720 1720 2580 2680 12745 12800 4,37 87 121 1840 ®�HUS�0 2845 3000 1 3775 3920 4020 4100 3000 3000 3586 i 3745 3850 3935 2 8 5 2780 20745 2870 2955 3025 4q3 3 87872',2'1 14011 -93 .E - - � -- { - - t -_1590 1725 F - _ 1.For dimensions and fastener information,see table on page 117. — - Min. Dimensions Fasteners Doug Fir-Lareh/Southern Pine Spruce-Pine Fir/di r, Ft- Model Allowable Loads Allowable Loads Code Heel Ga Na. Carrying Carried Uplift' Uplift' Floor Snow Roof Wind Uplifts Uplift' Floor Snow Roof Wind Ref. Heights W H B DOUBLE 2x SIZES - - L_ -- L! US24 2 2'+ 18 3'. 3 2 4-16d 2-16d 565 565 765 880 960 1020 -465 555 640 735 800 880 Member Member (133) (160) (100) '(115) (125) (133) (133) (160) (100) (115) (125) (133)1 1.84,121 0 LUS26_2 4'.-',n 1 18 33 t+ 4151 2 4-164 4-16d 1140 1165 1000 11150 1250 1335 925 1115 820 945 1025 1145 n HHUS26-2 4- 14 3 14-16d I 6-16d 1550 1550 25-80_ '2965 3225 34_40_ 1395 1550 2165 2490 2710 2960 14,37,121.' 140; LUS28 2 4 118 3 s 7 2 6-t6d 4 16d 1140 _1165 12651 1455 1585 1690 925 1115 1050 1210 _1 ( 1. HGUS26 2 4:K 12 3� 5 41:2 8 164 2325 2325 3940 4535 4930 5240 1995 1995 3410: 3920 4260 4535 3 39 127 40' HGUS2 6 0 12 3' 7'RI 4 36-16d 12-16tl 3220 3220 68057830 7925 7925 2705 2705 5890 20 1 6425 6576}3 39 121 140' -+- 1 84 121 HNUS282 6"e 14 3 6: 3 22164 8-164 2000 2000 3885 4465 4855 5180 1860 2000 3275 376514095 4355 4,37121 140 _ c'o 9- '2 8-16d 6-16d 1550 1550 1765 '2030 2210 2355,11390 1550 1465' 1680'1830 1950 � LUS210-2 6?'� 18 3.:r � - r � I 1 84,121 ® HHUS210 2 8+:r 14 3 8'tr 3 30 t6d 10 164 2855 1 3430 5190 1 5900 1 5900 1 5900 2330 2795 4385 4795 4875 4945 4 37 121,1'' 144 - —- - - - - --- ----- - -- - - — vi HGUS2102 8"r 3630 12773'• '9 '- 4 46164 16164 3630 3(iRI_LE2__L894O 8940 8940 3053050 6515 6775 686577065 3,39121, 14011 x SIZES HGUS26 3 r4 `' 12 14'. 4'. 4 20-16458 16d 2325 2325 3940 4535 4930 5240 1995 199 410 3920 4265 4535 129 C9 HGUS28 3 16 1 12 14 444736-16d Y 1122-16d_ 3220 3220 86 05 7830 7925 792572705 2705 5890'6655 6655 6655 0 HGUS210-3 8`' 12 4'. 9'. 4 46-164 16 164 '3630 3630 8784 `$940 6940 8940 3050 3050 7510 7510 7510 7510 N HHUS210-3 8 R 14 4`1- 9 3 30-16d 10-16d 2855 3430 5190 :5900 5900 5900 2330 2795 4385'5040 5075 50751 QUADRUPLE 2x SIZES ! HGUS26 4 5 12 fist 5i: 4 20 164 8-t6d 2325 2325 3940 4535 4930 5240'' 1955 1955 3410 3920 T-- -~ 4260 4535! 1s 8 s— 3t-30-16d 10-116d 2855 3430 5190 40 -- -- -5�— HGUS28-4 7: 12 6 7 4 36-16d 12-16d 3220 3220 6805-.7830 7925 7925 2705 2705 5890 6655 6655 6655 o HGUS210-4 9' 12 6'S 9 8940 8940 8940 3050 1 3050 7510 7510 7510 7510 HHUS210-4 8 14 6'. _ 5970 1 6490 6920 2450 2940 4475 5145'95 5970 I o rHGUS212 4 10: 12 611.10 s 4 r56-_1W_2_0-16d 20-16d 4055 4055 9155 >9155 9155 9155 3405 3405 7690 7690 7690 7690, HGU� 12•. 112 8'1,12'. 4 66-16d 22-16d '5380 5380 10015 10015 10015 10015 4520 4520 8415 8415 18415 8415 N I4 : - --rt — - ----- T— 4x SIZES -0 r ®rHGUS46 4 2 3 4 20 164 8 764 2325 2325 3940 45305 49303 925 1115 820 945 1025 1145 1 84 121 I LU_S46 , 4':� 18 3� 4 + 2 4 164 4-i6d 1140 1165 � 1000 �'^ 5240 1995 1 H-5 3410, 3920, 4260 4535.3 39 121 140 HH S46 4:.� 1 14 3 5'. 3 14-16d 6-16d 550 1550 2580 2965 32 3440 1395 1 1550 2165 1 2490 2710 2960 a 37,121, . 140 ®I LU548 4':+ 18 31-' 6' 2 6-16d 4-16d 1140 1165 1265 1455 1585 1590' 925 1115 1050 1210 13151450 HUS48 6' 14 3`� 7 2 6-16d 6-16d 1550 1550 1505 1730 1885 2010 1315 1550 1240 1425 1550 1650 1 84 121 HHUS48 E'l 14 3- 3 22-16d 8-16d 2000 4465 4855 5180 60 00 3275 3765 4095-,4355 HUS4140 6 18 `3�_ 87+ 2 8-11644 16--1164 3550 6000 167830 8 5 2030 2220 ; 2265 2390 �05 ?000 5460 6680 i 6850 202 t?84?121" 140- ` HHUS410 8': 14 j 3 . 9 3 30 16d' 10-16d 2855 3430 5190 5900 5900 5900 2330 2795 4385_ 5040 50751 5075 655 14 37121. 140', -- - - -- - -— -- — - - 3 39 121 40. HGUS410-�-8'• 12 3 9 4 46-16d 16-16d 3630 3630 8780 8940 1 8940 8940 3050 3050 7365 7510 1 75101 7510 ' HGUS412 10: 12 3 101w 4 56-164 20 16tl `4055 4Q55 9155 9155 9155 9155 3405 3405 7690- 7690 76907690 HGUS414 11:'r. 12 3•A 12 nai 4 $6 164 22-164 '5380 5380 10015 10015 10015 10015' 45204520 7890 1 8185 1 8380` 8380 1 Uplift loads have been increased 331,,o and 60%for earthquake or wind loading with no further T-ANSITPISPF,T-ANSITPISP and T-ANSITPIDF for allowable loads that increase allowed.Divide by 1.33 and 1.60 for normal loading as in cantilever construction. consider ANSI/TPI 1-2002 wood member design criteria. 2 Wind(133)1s a download rating- ..: 3 Minimum heel height shown is required to achieve full table loads For Tess than minimum heel height,see Allowable Loads with Reduced Heel Height on page 126. _ 4.Truss chord cross-grain tension may limit allowable loads.Refer to Technical Bulletins _ 127 PDF created with pdfFactory trial version ryrl t w n �l z� " Tiviv -------r� r---� " • �. ' --c a ------------- Z C ? x �^ro C K o Z-3 ^-3 V7 x7 a � a r7 Z:t) Za `71oz om mm 9 .A '7 x m Z� V7 Z C7 d i Cn V1 O k o K - a F a coo [<`7> �AdSA On J�Dnp + n > z X C) u '-3� n ..3 CD > N�J a[T] - m rTi zx C� �� C7a -3a Z� In r'7 > CTJ n7 [T7 x7 C7 cL �pzZ Z�^an� z v rh a r�o o a o u,`z m n n n -4 C1 -3�9- V1 O m O '.3 O 'U W=Zo O Vl z '3p D XM CL -30 _J m a n o > C o z oro vn ��cR z z v'a d� C o �a z� -3 4A -3 o rn 00 oobn ZV—!IN 0 ,.� ,� C a A^o^p�, o > o z a n 4 n o v n c= '� CTJ .b 7C C y n�-sin T� c ^n vz ac ^ g� C'7C C]a UuO 'b r=m: m�� L) z 'o c nm oom9�-n9 U1az0 '�j >C� a z r Z N N N «W-. W C� 00 C�iJ C] N C� O Y \ (7) O .A CO I LT, �--,� C o n n n n X � > in \ C7 n Z D A --i xJ O O O O O O O O O O O X N z �= Cl r r b t7 r- > W W W W W W - `• m a O -1 En O "'C7 O•�ro C n "0 O O O O O O a W LTJ `D;c n n Z M CO m m cv a z I� o 0 0 0 0 o z N Zz Zv' n � N \ r ZO n Z .a s �, ,p C•7 � U� � tT7-3� �a 3 .3-n v v v o v x3m N n V Co 2 Z7 D m O N W O O N .A m O 'U a CTJ m r0 Z cn M n a c x x c s n m '� na I n Cz7 n n y °c C ma nFro n"3 �'^3n 0 r a cn GD o > zc z oo� I F0RNR;300A 2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: R Thompson Raab Builder. e-L-.co Address: Lot: 7, Sub: , Plat: Ocean Breeze Ct Permitting Office: 1 City, State: Jacksonville Beach, Fl Permit Number. Owner: Jurisdiction Number: j Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtw'hr 3. Number of units,ifmulti-family 1 _ SEER:13.00 4. Number of Bedrooms 3 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER:13.00 - i 6. Conditioned floor area(ft') 4816 fl' _ c. N/A 7. Glass type I and area:(Label rogd.by 13-104.4.5 if not default) i a. U-factor. Description Area 13. Healing systems - f (or Single or Double DEFAULT) 7a. (Dble Default)264.0 W _ a. Electric Heat Pump Cap:48.0 kBhOir _ b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (ClearX 264.0 ft' _ b. Electric Heat Pump Cap:48.0 kBtu/hr 8. Floor types HSPF:7.90 _ a. Slab-On-Grade Edge Insulation R=0.04,128.0(p)ft c. N/A _ b. Raised Wood,Adjacent R-23.0, 1200.082 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance I Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,2829.0 fl2 - EF:0.90 bN/A = b. Frame,Wood,Adjacent R=19.0, 140.0 ft2 _ . c. Frame,Wood,Exterior R=19.0, 1711.0 ft- d.N/A _ c. Comwtvation credits e. N/A _ (HR-fieat recovery,Solar i10. Ceiling types _ DHP-Dedicated hest pump) a. Under Attic R=30.0,2850.0 ft- 15. HVAC credits MZ-C.PT,MZ-H _ b.Under Attic R=19.0, 1150.0 fl2 _ (CF-Ceiling fan,CV Cross ventilation c. N/A _ HF-Whole hoose fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Uac. AH(Sea2ed).Garage Sup.R-6.0, 165.0 ft MZ-C muttrmne cooling, b. Sup:Con. Ret:Con. AH(Sealod):Interior Sup.R=6.0, 175.0 ft _ MZ-H-Multizone heating) I i Glass/Floor Area: 0.26 Total as-built points: 58297 PASS Total base points: 60596 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 this04� �io Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. =3 DATE: / -Z V-0 ell' Before construction is completed a I hereby certify that this buildincf, as designed!Jyir this building will be inspected for compliance with the Florid er y Co compliance with Section 553.908 Florida Statutes. �D W6 Sa OWNER/AGEN well ,- BUILDING OFFICIAL: DATE- b DATE: 1 Predominant glass hype-For arcual glass type and areas,epee Strrrrrter&Vlfinter gess at�t>t on pages 284. EnergyGauge�(Version:FLRCSB v4.0) ENERGY PERFORMANCE LEVEL PL DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score,the more efficient the home. Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, FI, I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.00 _ 4. Number of Bedrooms 3 - b.Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER:13.00 6. Conditioned floor area(ft') 4816 W _ c. N/A - 7. Glass type I and area:(Label read.by 13-104.4.5 if not default) - a. U-factor. Description Area 13. Heating systems - (or Single or Double DEFAULT) 7a. (Dble Default)264.0 W - a. Electric Heat Pump Cap:48.0 kBtu/hr b. SHGC: - HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)264.0 W - b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types HSPF:7.90 a. Slab-On-Grade Edge Insulation R=LO.+28.0(p)ft - c. N/A - b. Raised Wood,Adjacent R=13.0, I100.0ft2 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,2829.0 W - EF:0.90 _ b.Frame,Wood,Adjacent R=I 9-0,140.0 R2 _ b.N/A c. Frame,Wood,Exterior R=19.0, 1711.0 ft- d. d.N/A _ c. Conservation credits e. N/A - (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicatod beat pump) a. Under Attic R=30.0,2850.0 ft= - 15. HVAC credits MZ-C,PT MZ.H _ b.Under Attic R=19.0, 1150.0 fl2 _ (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=6.0,165.0 ft _ MZ.C-Multizone cooling, b.Sup:Con. Ret Con. AH(Sealed):Interior Sup.R=6.0, 175.0 ft - MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy savingfleatures which will be installed(or exceeded) o��lmaz ST'rA in this home before final inspection Otheise,a new EPL Display Card will be completed based on installed Code liant If ;•*`� Builder Signature: J^ Date: 161.-1 a Address of New Home: 6+-T D e ea N g f!es t«'City/FI,Zip: �a •� �e� �Y L 4'Op W6'�' *NOTE: The home's estimated energy performance score is only available through the FL�41RES computer program This is not a Building Energy Rating.Ifyour score is 80 or greater(or 86 for a US EPA/DOE EnergysSta� designation), your home may qualify for energy efficiency,mortgage(EW incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 Efflciency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. l h*bmimm glass type-For actual glass type and ansa,see Su m w&winter Gl m output an 2&4. EnergyyGauge®(Version:FLRC B v4.0) FORM 600.0 2004 - EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole wilding Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, Fl, 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 4816.0 20.04 17372.3 Double,Clear E 10.0 6.5 60.0 42.06 0.43 1080.5 Double,Clear E 10.0 8.1 40.0 42.06 0.46 781.3 Double,Clear S 1.0 6.5 40.0 35.87 0.96 1377.5 Double,Clear W 1.0 6.5 20.0 38.52 0.98 754.3 Double,Clear N 1.0 6.5 20.0 19.20 0.9e 377.0 Double,Clear E 10.0 5.5 60.0 42.06 0.40 1011.7 Double,Clear N 1.0 5.5 3.0 1920 0.97 55.9 Double,Clear W 1.0 5.5 40.0 38.52 0.96 1484.7 Double,Clear E 10.0 5.5 40.0 42.06 0.40 674.4 Double,Clear S 1.0 5.5 28.0 35.87 0.93 935.3 Dolle,Clear W 1.0 5.5 30.0 38.52 0.96 1113.5 Double,Clew N 1.0 5.5 64.0 19.20 0.97 11928 Double.Cir E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear S 1.0 5.5 52.0 35.87 0.93 1737.0 Double,Clear S 15.0 5.5 24.0 35.87 0.43 372.0 Double,Clear E 10.0 5.5 72.0 42.06 0.40 1214.0 Double,Clear SE 3.0 5.5 24.0 42.75 0.64 657.7 Double,Clear W 1.0 5.5 54.0 38.52 0.96 2004.3 Double,Clear _s 1.0 5.5 64.0 35.87 0.93 2137.8 Double,Clear N 1.0 5.5 114.0 19.20 0.97 2124.7 Double,Clear E 1.0 5.5 54.0 42.06 0.96 2187.2 Double,Clear N 1.0 5.5 67.0 19.20 0.97 1248.7 Double,Clear E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear SE 1.0 5.5 39.0 42.75 0.95 1588.1 Double,Clear S 1.0 5.5 78.0 35.87 0.93 2605.5 Double,Cir W 1.0 5.5 81.0 38.52 0.96 3006.4 As43uit Total: 1264.0 35610.6 Wnc ALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 140.0 0.70 98.0 Corete,Int Insul,Exterior 5.0 2829.0 1.00 2829.0 Exterior 4540.0 1.70 7718.0 Frarne,Wood,Adjacent 19.0 140.0 0.40 56.0 Frame,Wood,Exterior 19.0 1711.0 0.90 1539.9 Base Total: 4680.0 7816.0 As43u6t Total: 4680.0 4424.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Wood 96.0 6.10 585.6 Exterior 96.0 6.10 585.6 Adjacent Wood 20.0 2.40 48.0 Base Total: 116.0 633.6 U43t It Tow: 116.0 633.6 ErwwGauge®DCA Form 60OA-2004 ErwgyGaugiDlFlaRES"2004 FLRCSB v4.0 0*JFA SSaai3 VOOZ.S3aeld/O96nB5Adm3 KW-VO09 Lw :l Vaa„►a6neOl(6J9u3 V'S L6£Z Z06'0 £9Z'0 180'L 00'L 8'S18Z6 17'9010£ 99ZV0 Z'9LZ LL L'L%t l Z06'0 qZ'0 (99'0 X Lti v t X o0't) 0S'0 MW `(SNIW9N'(HV)P4'(2)UOJ'(S)UO�sPna(0'Et)a4 amS'449 0008$'Pun m*jo3:Z sAs) L'LS6 L l ZO6'0 qZ'0 (wo x Lb v 1 x 60't) 050 9LSZ6 (SNL)o-gN'(HV)je'J'(H)-n'(s)oun:%-la(o'£t)432I33S'4mq o0o8Y Wn tiAwa:L sft) (nmv X nsa X wa) (SWd - S) Slulod ja!!d!i!nyy ta!id!llnyy ta!Id!iinyr o!lea luauodwoo Slu!od .ta!!d!i!ny`! 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F--O K W l0 a w w ¢ o> J 8L y g H w Om U S S J Z J G d A O K d Q 4'0 w x¢ m S. l0 v) U O N w x 4- w cn � .a W v¢ o _ 7 � �d' w O v)¢�z O J Lt, t FORM600A2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct, Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area SPM X SOF= Points .18 4816.0 20.04 17372.3 Double,Clew E 10.0 6.5 60.0 42.06 0.43 1080.5 Dale,Clear E 10.0 8.1 40.0 42.06 0.46 781.3 Double,Clear S 1.0 6.5 40.0 35.87 0.96 1377.5 Double,Clear W 1.0 6.5 20.0 38.52 0.98 754.3 Double,Clear N 1.0 6.5 20.0 19.20 0.98 377.0 Dale,Clear E 10.0 5.5 60.0 42.06 0.40 1011.7 Double,Clear N 1.0 5.5 3.0 1920 0.97 55.9 Double,Clear w 1.0 5.5 40.0 38.52 0.96 1484.7 Double,Clear E 10.0 5.5 40.0 42.06 0.40 674.4 Double,Clear S 1.0 5.5 28.0 35.87 0.93 935.3 ` Double,Cleat W 1.0 5.5 30.0 38.52 0.96 1113.5 Double,Clear N 1.0 5.5 64.0 19.20 0.97 11928 Double,Clear E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear S 1.0 5.5 52.0 35.87 0.93 1737.0 Double,Clear S 15.0 5.5 24.0 35.87 0.43 372.0 Double,Clear E 10.0 5.5 720 42.06 0.40 1214.0 Doubie,Clear SE 3.0 5.5 24.0 42.75 0.64 657.7 Double,Clear W 1.0 5.5 54.0 38.52 0.96 2004.3 Double,Clear _s 1.0 5.5 64.0 35.87 0.93 2137.8 Double,Clear N 1.0 5.5 114.0 19.20 0.97 2124.7 Double,Clear E 1.0 5.5 54.0 42.06 0.96 ' 2187.2 Double,Clear N 1.0 5.5 67.0 19.20 0.97 1248.7 Double,Clear E 1.0 5.5 48.0 42.06 0.96 1944.2 Double,Clear SE 1.0 5.5 39.0 42.75 0.95 1588.1 Double,Clear S 1.0 5.5 78.0 35.87 0.93 2605.5 Double,Clear W 1.0 5.5 81.0 38.52 0.96 3006.4 As43ult Total: 1264.0 38610.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 140.0 0.70 98.0 Concrete,Int Insul,Exterior 5.0 2829.0 1.00 Exterior X29.0 4540.0 1.70 7718.0 Frame,Wood,Adjacent 19.0 140.0 0.40 56.0 Frame,Wood,Exterior 19.0 1711.0 0.90 1539.9 Base Total: 4680.0 7816.0 As-Built Total: 4680.0 4424.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 240 48.0 Exterior wood 96.0 6.10 585.6 Exterior 96.0 6.10 585.6 Aunt Wood 20.0 2.40 48.0 Base Total: 116.0 ,633.6 As-Built Total: 116.0 633.6 EnergyGaugeS DCA Form 600A-2004 Erw9yGauge8/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3126.0 1.73 5406.0 under Attic 30.0 2850.0 1.73 X 1.00 4930.5 under Attic 19.0 1150.0 2.34 X 1.00 2691.0 Base Total: 3126.0 6/08.0 As-$telt Total: 4000•0 7621.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 128.0(p) 37.0 -4736.0 slab-On-Grade Edge km*bon 0.0 128.0(p -41.20 Raised 1100.0 3.99 -4389.0 Raised Wood,A 3273.6 13.0 1100.0 0.63 687.5 Base Total: 9125.0 Asaui t Total: 1228.0 4686.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 4816.0 10.21 49171-4w 4816.0 10.21 49171.4 Summer Base Points: 71276.2 Summer As-Built Points: 92875.8 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 - Ponfs) (DM x DSM x AHU) (sys 1:Central Unit 48000 btuh,SEER/EFF(13.0)Duets:Utx;(S).Unc(R).Gar(AH).R6.0(INS) 92876 0.50 (1.09 x 1.147 x 0_9S) 0.263 0.902 11957.7 (sys 2:Central Unit 48000 btuh.SEERIEFF(13.M Ducts:CaKS)•C4n(R),trd(",R6.0(INS), 9M6 0.5D 71276.2 0.4266 30406.4 0.263 0.W2 11'967.7 875.8 1.00 (1 1.087 0�) 0.263 0.902 23915.4 EnergYGaugel DCA Form 600A-2004 EnergyGaugeO/FlaRES'2004 FLRCSS v4.0 FORM 6MA 2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Orrrt Len Hgt Area X WPM X WOF= Point .18 4816.0 12.74 11044.1 Double,Clear E 10.0 6.5 60.0 18.79 1.40 1574.9 Clear E 10.0 8.1 40.0 18.79 1.35 1011.8 Double,CMS S 1.0 6.5 40.0 13.30 1.01 538,6 Double,Clear W 1.0 6.5 20.0 20.73 1.01 416.9 Double,clear N 1.0 6.5 20.0 24.58 1.00 491.6 Double,Clear E 10.0 5.5 60.0 18.79 1.44 1618.9 Double,Clear N 1.0 5.5 3.0 24.58 1.00 73.8 Double,Clew W 1.0 5.5 40.0 20.73 1.01 837.1 Double,Clear E 10.0 5.5 40.0 18.79 1.44 1079.2 Double,Clear S 1.0 5.5 28.0 13.30 1.03 384.2 Double,Clear W 1.0 5.5 30.0 20.73 1.01 627.8 Double,Clear N 1.0 5.5 64.0 24.58 1.00 1574.0 Double,Clear E 1.0 5.5 48.0 18.79 1.02 918.3 Double,Clear S 1.0 5.5 52.0 13.30 1.03 713.5 Double,Clear S 15.0 5.5 24.0 13.30 3.66 1167.4 Do ,Clear E 10.0 5.5 72.0 18.79 1.44 1942.6 Double,Clear SE 3.0 5.5 24.0 14.71 1.43 505,9 Double,Clear W 1.0 5.5 54.0 20.73 1.01 1130.1 Double,Clear S 1.0 5.5 64.0 13.30 1.03 878.2 Double,Clear N 1.0 5.5 114.0 24.58 1.00 2803.8 Double,Clear E 1.0 5.5 54.0 18.79 1.02 1033.1 Double,Clear N 1.0 5.5 67.0 24.58 1.00 1647.8 Double,Clear E 1.0 5.5 48.0 18.79 1.02 918.3 Double,Clear SE 1.0 5.5 39.0 14.71 1.04 598.4 Double,Clear S 1.0 5.5 78.0 13.30 1.03 1070.3 Double,Clear W 1.0 5.5 81.0 20.73 1.01 1695.2 As-Built Total: 1264.0 27251.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 140.0 3.60 504.0 Concrete,Int Insul,Exterior 5.0 2829.0 5.70 16125.3 Exterior 4540.0 3.70 16798.0 Frame,Wood,Adjacent 19.0 140.0 2.20 308.0 From,W0od,Exterior 19.0 1711.0 2.20 3764.2 Base Total: 4680.0 17302.0 As-Built Total: 4680.0 20197.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior wood 9&0 1230 1180.8 Exterior 96.0 12.30 1180.8 Adjacent Wood 20.0 11.50 230.0 Base Total: 116.0 14108 1 As-Built Total: 116.0 1410.8 EMrgYGauge®DCA Form 600A-2004 Erw9YGauge0+FlaRES'2004 FLRCSB v4.0 FORM600A 2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, FF, PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3126.0 2.05 6408.3 Under Attic 30.0 2850.0 2.05 X 1.00 5842.5 Under Attic 19.0 1150.0 2.70 X 1.00 3105.0 Base Total: 3126.0 6408.3 As43uit Total: 1000.0 8947.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 128.00) 8.9 1139? Stab-On-Grade Edge Insulation 0.0 128.0(p 18.80 2406.4 Raised 1100.0 0.96 1056.0 Raised Wood,Adjacent 13.0 1100.0 3.25 3575.0 Base Total: 21932 As 3uilt Total: 1228.0 5981.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 4816.0 -0.59 -2841.4 t 4816.0 -0.59 -2841.4 Winter Base Points: 35518.9 Winter As-Built Points: 60947.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (m 1:Electric Heat Pump 48000 btuh,EFF(7.9)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 60947.6 0.500 (1.069 x 1.169 x 0.95) 0.432 0.902 13150.2 (sys 2:Electric Heat Pump 48000 btuh,EFF(7.9)Ducts:Con(S),Con(R),Int(AH),0.41V 0.9m 1R6.0 60947.6 0.500 3150.2 35518.9 0.6274 22284.6 60947.6 1.00 (1.oW x 1.108 x o.sa)0.432 0.902 26300.4 EnergyGaugeTM DCA Form 600A-2004 Enw yGauge4WF1aRES-2W4 FLRCSB v4.0 FORM 600A 2004 R EnergyGauge )4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, Fl, 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 0.90 3 1.00 2693.56 1.00 8080.7 As-Buik Total: 8080.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water""= Total Cooling + _ Total Points Points Points Points Points Heating + Hot Points 30406 22285 7905 60596 23915 26300— r8081 58297 E:PASS- . - �~ 3 �RA �Fr�B d * e EnergyGaugeTM DCA Folin 6MA-2004 Ener9yGauge8/FIaRES'2004 FLRCSB v4.0 FORM 60GA 2004 EnergyGauge®4.0 Corte Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: , Plat: Ocean Breeze Ct,Jacksonville Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 606.1 ABC.1.1 Maim-.3 CHECK cfrNsq.R window area;.5 c}rNsq.R.door�. Exterior 8 Adjacent Walls 606.1.ABC.1.21 Caulk,gasket,wr or seal between:whidows/doos&frames,surrounding wall; fourclation&wad sole or sill Plate;Joints between a tenor wait panels at comers;utility penetrations;between wait Panels 8 topbottom plates:between wait and floor. EXCEPTION:Frame waits where a continuous inf lbration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1 ABCA 22 PenetrationslopenirW>1/g-sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a aon<vAm infiltration barrier is installed that is sealed to the Perimeter,Penetrations and seams. Ceilings 606A.ABC.1.23 Between waft& ;penetrations cecGng plane of top floor;around shafts,chases, sofW chknneys,cabinets sealed to continuous air barrier;gaps In gyp board&top plate; attic ate.EXCEPTION:Frame ceilings where a continuousnfrlhation barrier is rtst�ed that is sealed at the perimeter;at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2A Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 112'clearance&3"from insulation;or Type IC rated with<20 cfm from &Tliioned space,bested. Multi-story Houses 606.1.ABC.1.25 Air barrier on perimeter of Now ca% y between nbors. Additional Infiltration reqts 606.1 ABC.1.3 Exhaust farts vented to outdoors,dampers;combustiorc space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS Water Heaters 6121Comply with efficiencyCHECK mq*enlents n Table 6121 ABC.3.2.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.Externail or built-in heart trap required. Swimming Pools 8 Spas 6121 Spas 8 hued pools must have covers(except solar treated) Non-commercial pods must have a Pump tinier.Gas spa 8 pool heaters must have a minimum thermal efficiavy of 78%. Shower heads 612.1 Water flow mast be restricted to no more than 25 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 AN ducts,fittirigs,mechanical and Plenum cambers shail be mechanically attached,sealed,nsuisted,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 604.1,6021 Cerings.Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 60OA-2004 ErW9yGauge®yFIaRES7004 FLRCSB v4.0 R RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House POWELL HEATING &AIR COND INC Job: 1-24.06 2610 Dobbs Rd.,SL Augustine,FI 32086 Phone:(904)794-2685 Fax:904-7942329 Email:Inloftmvellaccorn For: Richard Thompson Corp 1171 Beach Blvd,Jacksonville, F132250 Phone:246-0375 Fax:247-9242 Notes: rtrVrte block/2X6 Raab Res 4 story Ocean Breeze Ct = ' • • Weather: St Augustine,FL,US Winter Design Conditions Summer Design Conditions Outside db 35 OF Inside db 0 OF Inside db � 92 °F Design TD35 OF Design TD 75 of Daily range M F Relative humidity 50 % Moisture difference 58 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 91914 Btuh Structure 60751 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 91914 Btuh Use mf$.data n RatelInfiltration Total sseenss.. quip.multipto 0.97 equip.lo58929 Btuh Method Simplified Latent Cooling Equipment Load Sizin Construction quality Average g Fireplaces 1 Internal gains 1610 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 11584 Btuh Area(ft2) 4816 4816 Total latent equip. load 13194 Btuh Volume(ftp 43875 43875 Air Changes/hour 0.9 0.4 Total equipment load 72122 Btuh Equiv.AVF(cfm) 659 293 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 B� Latent Heating temp rise 0 OF Total cooling cooing 0 Btuh Actual heating fan 2907 cfm Actual cooling fan 29070 Btuh Heating air flow factor 0.032 cfm/Btuh Cooing air flow factor 0.048 cfm/Btuh Space thermostat Standard Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wM5;jhtsoft Right-Bode Residential"'5.0.48 RSR24925 2006-Jan-24 15:18:11 4✓Ck C:1Documents and Settmgs\Ray Lake\My Documents\Right Suite Res1R Thompson Raab.rsr Page 1 f RIGHT-J CALCULATION PROCEDURES A, B, Cl D Entire House POWELL HEATING &AIR COND INC Job: 1-24-06 2610 Dobbs Rd,St.Augus&w,Ft 32086 phone:(904)794-261 Fac 904-794`2329 anat"VoommShor cqn Procedure A-Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.9 ach x 43875 fN x 0.0167 = 659 cfm 2. Winter infiltration load 1.1 x 659 cfm . x 35 OF Winter TD = 25388 Btuh 3. Winter infiltration HTM 25388 Btuh / 1380 ft2 Total window = 18.4 Btuh/ftZ and door area Procedure B-Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 43875 ft' x 0.0167 = 293 cfm 2. Summer infiltration load 1.1 x 293 cfm x 17 OF Summer TD = 5481 Btuh 3. Summer infiltration HTM 5481 Btuh / 1380 ft2 Total window = 4.0 Btuh/ft2 and door area Procedure C-Latent Infiltration Gain 0.68 x 58 grfib moist.diff. x 293 cfm = 11584 Btuh Procedure D -Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 17 OF Summer TD = 0 Btuh Sensible load for structure(Line 19) + 60751 Btuh Sum of ventilation and structure loads = 60751 Btuh Rating and temperature swing multiplier x 0.97 Equipment sizing load-sensible = 58929 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 58 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 11584 Btuh Equipment sizing load-latent = 13194 Btuh 'Construction Quality is: a No. of Fireplaces is: 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVMC) ttsoft RightSude Residential—5.0.48 RSR24925 2006-Jan-24 15:18:11 AC:A. CADocum is and SettingsWay Lake\My Documents\Right Sude Res1R Thompson Raab.rsr page 1 RIGHT4 WORKSHEET Entire House POWELL HEATING &AIR COND INC Job: 1-24-06 2810 Dobbs Rd..St.Augustine.F132090 Phone.(904)794-20M Fac 904.794-2329 Emajt com MANUAL J.71h Ed. 1 Name of room 4th floor 2 Le a wall 172.0 R 3 Roam dimensioris 1126 x 1.0 R 4 Ceiings Condit.Option 9.0 R heaf/000l TYPE OF CS1 HTM Area Load rea EXPOSURE NO. Hfg Clg (fn (mpg ' Area Arm Cig Htg Cig EgZ1ajss a 148 5.0 1.9 b 13H 2.1 0.7 O c 12H 2.1 12 1080 d 0.0 0.0 0 nd a 3C 25.4 -- 252 6395 b 3C 25.4 67 1700c 9G 18.3 -- 0 0 ---- .„, "' •••• d 80 25.4 -- 48 1218 77C 452 -- 0 0 13C 25.4 -- 1 0 0 7 Windows and Nath 15.1 144 '-'- 2136 ---- glass doors NEINW 0.0 0 -.a 0 .... .... "" Cooling ENV 44.8 183 "-- 8198 ---- ».. SEfSW 38.8 38 "" 1464 ---- South 23.8 2 ---- 46 --« Hort 0.0 0 ---- 0 --» ., 8 Other doors a 10D 16.1 9.5 0 0 0 b 10D 16.1 9.5 0 0 0 C 0.0 0.0 0 0 0 9 Net a 14B 5.0 1.9 401 2021 768 exposed b 13H 2.1 0.7 0 0 0 walls and c 12H 2.1 12 780 1638 964 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16G 12 1.4 1500 1733 2030 b 16D 1.9 22 500 928 1086 C 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 if 0.01 0.0 O O O 11 Floors a 22A 28.4 0.0 0 0 0 (Note:room b 19C 1.3 0.0 250 332 0 Perimeter c 0.0 0.0 0 0 0 is do. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 Boors) f 0.0 0.0 0 0 0 12 Infiltration a 1 18.4 4.0 367 67521 1458 13 Subtotal loss---6+8..+11+12 --" 22716 ---- - Less external heating ---- 0 ---- ---. Less transfer ---- 0 --» 14 Duct loss 5 0A 1136 "-"- 0A �--- .... .... �-- 15 Total loss=13+14 ---- 23852 --.- .«. „„ ,,,, .-.- 16 Int.gains: People 300 1 ---- 300 ---- .--- Appl. Q 1200 0 ---- 0 -•» ,,-- --,,, 17 Subtot RSH gain=7+8.+12+16 ---- ---- 18450 Less external cooling ---- ---- 0 Less transfer ---- ---- 0 .-.- 18 Duct gain 10 0A ---- 1845 QA '--- .-.. GA 19 Total RSH gain-(17+18)-PLF 1.00 '--- 20295 --» -.-- 20 Air required (cfrn) '-'- 754 971 -..- Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrr140"Ts4=Wft RightSude ResidentialT 5.0.48 RSR24925 2006-Jan-24 15:18:11 ACAC'\ C:1Doamxm[s and SettuVstRay Lake\My Documents\Right Suite ResVt Thompson Raab.rsr Page 2 CITY OF ATLANTIC BEACH =' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033439 Date 11/09/06 Property Address . . . . . . 2391 OCEAN BREEZE CT Tenant nbr, name . . . . . . SINGLE FAMILY HOME Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1150000 Owner Contractor ------------------------ ------------------------ RICHARD THOMPSON CORPORATION 1171 BEACH BLVD JAX BEACH FL 32250 (904) 246-0675 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 2960 . 00 Plan Check Fee 1480 .00 Issue Date . . . . Valuation . . . . 1150000 Expiration Date . . 5/08/07 ---------------------------------------------------------------------------- Special Notes and Comments SPRINKLERS NEED TO BE PERMITTED SEPARATE, PLANS NEED TO BE REVIEWED BY FIRE DEPT, FULL SET OF FL PRODUCT APPROVAL (SEE DAVE) SHOE CONNECTION OF TRUSS A31 TO BEAM (SEE DAVE) ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2960 . 00 2960 .00 . 00 . 00 Plan Check Total 1480 . 00 1480 . 00 . 00 . 00 Grand Total 4440 . 00 4440 . 00 . 00 . 00 PERMIT.IS APPROVED"ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING'CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET R Building Department .Makowski Public Works&Public Utilities Departments ins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Kaluzniak Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: � � �- � ��-4-- Applicant; Protect: t lee permit application has been: (� Approved as noted by the Department. Ok Final application approval must come from the Building Department. artment. Reviewed and the following items need attention: L rn ery n.,.Q k.Y• c- Gov s� n � �cO,c�- iCiAL.. Please re-submit your applicatiojiwhen these items have been completed. e ewed om leted. 'ed By: Date: +€� - Date Contractor Notified: LBY.-"j L # p CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: � Q Job Address: 7 ©MA(J r e-Z CCU p� Owner's Name:_R ick onro 4 '13 -e;i p� }ftb Address: 2.'44 NCrf-(,► tJ 1Iii) e r Py13, FL. 3,�C) Phone: /Ot/ �It_9OCri Legal Description: Block Number: Lot Number: -7 Zoning District: Contractor: A 1 &h4a_y CS Nilf?SC>tJ State License Number: Address: ( r 1 A 3LV D Phone: c` a BO c2Sr�2 S City: P1 C/N1V t Ue State: Zip:,3A Fax:_YOB Describe proposed use and work to be done: NO2 U) cat/tJf to Cc, n&tC Present use of land or building(s): j//1l�(,L� / j i L y 40 Valuation of proposed construction: f s/6- /Y!//C/pal/ Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, aajdi :o q oo 5% n, ;,z , � ;i:; a3 or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ®YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ Applicant certifies that no trees will be removed for this project. NrVES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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 Rea]Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction 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. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 8/04 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: Mailing Address:J171 t Ia0t VL-) , J—Az P 60, FL 2'_-2/Z—m Telephone: q04— Fax: �( —c 7�W j E-Mail: �'`"�C II •!( I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: �d �► AS TO OWNER: Sworn to and subscribed before me this 2 D day of �1.>t U� 20-0 �0. State of Florida,County of Duval KAREN M.PHILLIPS Notary's Sign Ifi`L1,�,� �n MY COMMISSION#DD336255 EXPIRES:July 08,200s ersonally known 140-3-NOTARY Fl.Notary Discowt Assoc.Co. ❑ p d'identification ype identification produced (� Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this Z day of 20 b State of Florida,County of Duval Notary's e: t\ K-"-3-NOTARY Mo. LIPSD336255personally known 2008Assoc.Co. ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 I o 2 m O o = > M m o o I > - o ■ m � e I 0 2 ƒ 0 \ > \ t \ \ _\ m 0 X M m § $ i r 2 ƒ 0 / z / \ 0 9 f \ \ 2 z / f m o 2 f 2 § 0 E � a / E / q v z / 0 ® cn 0 r / § ( \ ® ƒ 0 / on p 0 / ] 0E q (aC r ] ] 3 3 0w k1 o \ § m kA 2 \ k2U) g n = g / § $ f � Errw 2 Jl< Ek m @2k § 11 g ' % a z z z z m \ z � 0 _ � 0 0 O 0 m > � E = 0 0 ; . - - k \ \ \ / ƒ P- a ° SD > z z z z -n F) ME 0 m > > 0 (D 0 z = k 'DN « q EEE & 2 ® 2 CD 0 ® CO X0 20 cr 2 q EEea 0 H o o Mne co> m 0 0 E o 2 a) D ƒ 0 > � :3 _ _ 0 0 a � R � 0 m > / 77 \( q \q $ f� IOD cn @ \ — ° 0 m y 0.00 0 / ) / E a =r © a < £ £¢ QBE 0 -'M _ - z ) r X00 X n n a 2 I ® / / aE . ■ m ( \ > 2 g Cl) ® ] SU \ Cl) CTS CL C) k n fd2 / \ E k m k k 0 tT / k ƒ X22 -n -n -n -n m 7 E 7 2 2 2 2 2 q G \ q 4 CT e « o p E \ \ 2 \ / C/) 0 I � G7 -n m 0 n oo D A G7 ?i m n m D w - Cl) O p 0 -0 z w 0 c p O n w m w w m D a Z o c D O OOH �' m � � "n � � �oT� 0 z m p Nn ,— Z z Cn m — c z � r D m — m —1 G7 r —i D G7 G7 u v o CO z T Z U) z = m = Z D CO-� < W O < p 2 m D m p G) Cl) Mc� m D c O ch m r0- m p O Tvi 0 O m cn _� a:� m O T z O n M Z cn 0 m m oT � � m D Z O m O D Dr U) OD D n Z O -n � D _Z C-) Z C O A m D� ;o < D = -zG � pp r cn -0 rn p O '-D C Z X O p D = r p m cn m m o U � � n X z p m v X m m p 9 ;D X < z D D Dc z z x � 0 0 r y � M c c m -I ti � � _� a cn Cl) O n m m Z 2! 9 9 O n zi m T -DI D D C o =' -i m z O o z z r T T N W Oro T 00 V 00 CO O :L1 U) L C7 ¥ P 3 m 9 p > @ 9 g z n = _ » @ = r \ \ \ 0 / > / c > 000 k 3 m 0 O $ 0 c a Q 0 > O m \ k 9 = g m o \ O 0 + ¥ = m o m \ \ m > q k > I / k / m cn � / z \ / / / > > k 0 r -n m ® m m o o m @ 2 « i 2 c $ I m \ 3 O / � @_ q « / 0 < » co \ \ � c > > % > > \ i¥ x0 C/) / � f > > 0 E I ® > > \ @ > \ C z x x q ƒ \ $ ƒ m � co O > 2 m 0 0 2 ® \ @ m H m m m \ \ 2 5 mf / X M < > § / � / r / $ / t \ ( « ® $ k ( n i m k / r- -4 / / / E 0 # � i 9 » $ @ 2 m 9 pT�' w f 2 § /2 0 $ m 2 m > @ --a � / / / 2 � tm o k n0 . o - = o m \ o n >0 e ° 2 / ° g ' z o o m 2 0 � m k � \ § § 2 0 \ > 0 o ` = = 0 X < o 0 O z --1 r � m cr ■ E £ a o � 2 r o 0 m m « CD v - m E m r \ � > \ , 77m \ m \ m f \ / § E 0IM - 7 * @ _ } \ @ 00 6 k0a ) E m m Z \ ; ■ K m o \ < g § 00 @ § wo /\ . CL M § 2 f f ƒ /'0 3 vcr d # i § L ® 9 m 2 2 E ¥2 E 2 £ e 0 E 3 0 ® ƒ 3 q > 0 M = _ c 0 k k $ O 'D q / ; i �2 w ° EJ m X222 § § R ƒ • � o k / 0 � o cogc � a m n < 0 ƒ \ / M.0 / $ / H ' gE q \ C/) m � aWCD / m (D M $ \ :r0 � y g § 2 CL0 / 0. m 0 / 0 § q § g < © cam ■ § § § § > a 0g ac c c c X ■ a § g § $ r E R ■ 0 / c % \ 2 g g ' m m § g % 2 ƒ 0 k CO\ CO � CL 2 « « _ � 0 = ■ ® < ' 2 0 0 0 0 o m2 a -n 9 -n - o ° g0 \ \ ( \ \ CD 0 0 2 a a m i 2 2 2 2 m ■ 2 ; tag o ° ; ] 0 2 ° CL 2 r- r- r- r r r- K) N � a 2 -n � $ q k / 2 k a o C- m _ # Rand McNally - Get Directions Page 2 of 2 ............................................................................................................................... 6 You are at 2300-2350 Ocean Breeze Ct,Atlantic Beach,FL ......................................................................................................................................... Destination: 2300-2350 Ocean Breeze Ct Atlantic Beach, FL --.r p�oneel DI A'aNuyn Abbe y Hanna Paver "-^ ;acob1 fir, Jacksonville '= E. ;E<Y Rudaei Rd c� i {f te'n D4 Inland WY Al 5 ,C23M23 0 ocean freeze Ct > rceanwa14 Assisi Ln vca Norte r Atlanttc �. B6ach 0 s 1500 ft,., . ._ 1. 02406 Rand�.leHAY&CW any 0219 NAVrEQ { NAVTEQ lungn:ZU.4411. Please note that these driving directions are suggested. No warranty is given as to their content or route usability. Rand McNally and its suppliers assume no responsibility for any loss or delay resulting from such use. Please let us know of any errors or omissions you find in our driving directions and maps, especially the names of towns and streets that we may have been unable to locate for you. All rights reserved. Use subject to license. © 2006 randmcnally.com inc hnp://www.randmcnally.com/rmc/directions/dirPrintDirections jsp?ref=dim&col=color&... 10/30/2006 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 Worlm and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: i Ly1� t�tr1Cyt r/�r1 Mailing Addyress: i , , - ' .�Z Telephone: Fait: 6V' 344-?,363 T � C de f kaA k� E-Mail• JMFE`r jE 14filL if-A-1-Ali 51b& I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner Date: Ld l' AS TO OWNER: Sworn to and subscribed before me this 2 day of �V n'�"'t 2000 (o. State of Florida,County of Duval KAREN M.PHILLIPS Notary's Si MY COMMISSION#DD336255 E"IM.July 08.201 ersonally known �-W°3 WARY Ft NoWy D;WffA An=C ❑ P identification ype identification produced Signature of Contractor. 1 Date. A d � AS TO CONTRACTOR: Sworn to and subscribed before me this v day of T V/ ) ,20 ® 6 State of Florida,County of Duval Notary's LA It 'f KAREN M.PHILLIPS f MY COMMISSION#DD336255 �] Personally known EXPIRES:July 08.2008 �8WY3-NOTMY FL Nmry Diswmt Amo,Co, ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 3 Phone: (904)247-5800 - Fax: (904)247-5845 - http://Www.cLatiantic-beach.fl.us Revised 8/04 J; Page I of I Doerr, Sonya ............................. ....................—........... From: Doerr, Sonya Sent: Thursday, July 20, 2006 2:30 PM To: Carper, Rick; Kaluzniak, Donna Cc: Brugman Kerri; Graham Shirley Subject: 06-33439 RAAB RESIDENCE, OCEAN BREEZE COURT, OCEANFRONT In case you are wondering what happened with this one, we are waiting on the contractor to submit a revised elevation showing the Calculated Average Grade height calculations. He says he had these done, but did not submit them, and assures me the house meets our code with respect to how height is measured. If you recall, this is the proposed house up on Ocean Breeze Court that looks like its about 45-feet tall, just like most of the other houses on Ocean Breeze Court. He intended to have it here last Friday. Stan, we should go ahead and proceed with review as usual on this one. Sonya From: Richard Thompson [mailto:rtgc@bellsouth.net] Sent: Wednesday, July 12, 2006 6:41 PM To: Doerr, Sonya Subject: RE: RAAB RESIDENCE, OCEAN BREEZE COURT, OCEANFRONT Thank you Sonya! I will do everything you wish. Im waiting on the architect to do the specific drawing. I already have the calculations. I will have everything to you by Friday. I guess we don't have to meet after all. III e you on Friday morning. Good work! Richard Richard Thompson Thompson General Contractors 1171 Beach Boulevard Jacksonville Beach, Florida 32250 904.246.0375 office 904.247.9242 fax rtgc@bellsouth.net From: Doerr, Sonya [mailto:sdoerr@ci.atlantic-beach.fl.us] Sent: Wednesday, July 12, 2006 11:48 AM To: Richard Thompson Cnhini+F• DC• DAAQ DCCTnrmrr- r)r=AKI nocx=: rrm IDT nrCAFdr-0nK1-r } ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of l Document ID:ITC215 1-RO131070653 Truss Fabricator: Manning Building Supply of Jacksonville, Inca Job Identification: Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.34. structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 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 of Jacksonville, Inc. for the above referenced job identification. Loads applied 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: Ref Description Drawing# Date 1 56305-419A 07222079 08/10/0 I( �p P� ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:ITC2151-RO431075415 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164/REPAIR (J-06-0164/REPAIR-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 1 55802-SSB F2A repair 07128015 05108107 IIIIIII VIII IIIIII 11111111111111 IN A o o o 7 0 - t ,y r m n m o A c i �--rn awe oA3m -i A T oc :7 -zE3 C o n Ol i-+ x D z VI V) 3cn3x SxzA W O zm D S N vm a DD 00<<-+0 00 m D ��� 'D rr• CD (D �a A zoc n r7 A o_z o x a a c�• m- c om r < d --'10 0 ON Z CD �, �wc in ox ocr� --i�O n z o D A --i G7 _ x cn CD O ;o 4 g N £ r W m 0 N S 3k O cC �O�Scn N� rZ3c m O0O D C A O to e CD x O V) 3 Ti N O O CD CD C/) D D A CD a CD Cn m d V) O Z A cn m Z 3 m O m N < - -D OmCD o C V)x A C W d O -n£ � m cn E V)m o cn co <O A D V N v N N CD d M CD D D O O x - o O£ - m o - a o N O -fi co O V) _ - �, rr• a m S momA CD m - _ Zn i-r Oma• -1:m CD A z3 ---i O O V) -I A C�CD V)�--�'�O A ➢ C C W l D m C V)Z Z O A r C �' r*in in O A (/)-I• n L7 A m O O t0 co _ - O r-� acn £ c O m 3mmm m�� m O m = CD F-� O cn •in 0.7 m 3 m r D �-. a N �•CD rr in (n :K D c <O Z A i-r I ?CD a W A CDW- m r z d�N N A m.--�< (�A A L7 OD in to n C) o m nC') o A c o rr o c� ZE Ln NZ Z A Ur CD O O Ol Z -fi D Ut A J A D V m c r •D z D Ol p �r\, v O F-� m - OD Z + - N + O O N + N N T p Ulm O O N T O U)NO N O Dz �W�-I � cn A o mz o nC- � v * o< -i m v A D m a a + n o T T m D N N OW T I _ O D =m F O O O r IN uw A + x D cn c r O � Q) O � � O � z D W A N .•'.. � •.F + X m D z cn rr •.A + W r A r-.0 C7 Vl CT)o C V C/-) c + O c O(-n `--'O n - Z *0 ^>'1` �m • +' Cr) m ocmn z TTTn rn 0 3 m raaa � + • � .�� v m 0 0 oA ozn amw ooc-r I-) oC3, o m w rD A C - w•ov 9 s ii o < coo Co x� W CD r N N W m O D m -I 3 E D o m CA CD --I W co -I --i 3 m v cn A C O C-) C-) C7 C7 TI W V) Cn CT)O O 3 n z rrr• Z m r r r r r -� m T T T m s � D p o D n w L o W fl d a n m z D o NN FBF✓ r^ (n CD CD o z CD of w ~ U7 O Cn O O 'A D m O c D . r c O W W O y W o . o < A v o��-- v 0 0 0 0 0 0 0 N z a Cn N N (10 V) x m T m TI TI U'1D F� � 3 O ®� W F� G m N 2 C O 70 QED < �u 70 m n A D m V) O m O D c -i -71 n 7 3 Zm m Z z O n � (D 3 (/) v Ul - C') OD Cl) OF-` C N O W v CT N F� N Ol - cn co D o O - F� N - v OD ()I C, m A O OD v O o V O A A N 3 m C ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ITC215i-RO131070653 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: 'ANSI/TPI-2002(STD)/FBC ,1 Engineering Software: Alpine Software,Version 7.34.' Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 thisindex sheetFlorida License Number:52212. must. match the date shown 19so 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 of Jacksonville, Inc. for the above referenced job identification. Loads applied 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: Ref Description Drawing# Date 1 56305--F19A 07222079 08/10/07 IIIIfi1fi II111iII11111N1 1111 fil fi111 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1TC215I-RO431075415 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164/REPAIR (J-06-0164/REPAIR-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 1 55802-SSB F2A re air 07128015 05108/07 I IIIII'I�IIII IIIIII IIII'III'lll II') r • r mom n o oCD 70 m �o ND:E iCD m m �(n o � C � � r+�O •-•� ..GD •• r v —IN m N (n(n➢� 3 —I O A O (n D N vmn DD CDC Cb O _ <� mOm� A ANO A A rD A CD � nz ox D��3 G"�• 'a—i � E om m —c0o O N Z.�D m �O N Z CD ,.� -Wc �n ox ocr� -iso D z o D to =' C7 (n D> O 2.�D --i L7 u' J =x i CD Dc m(nmr m�z m O �Q a (D D OC') # O c� SO SCn NZK m a D c m O ' to =ct N S O O N ti n a cn Em mD2� NOD•.• G D p c c O 0- zO cn m O'Q ai m z D 2 E (D N nN oz70C 0 : v omcD ooC4 C W a m 0 O c0 N D N W O 01 0- n o v to NO G1O D Dr O 70 (nO co C/I momma o m Sn r-rOER -1 7i30CD z N(D EO z3 —I O O O C (n�--�'�O 70 D C c CO CDm C-- Z z0 r O - W D70 N �c in fl, I0 _ 0 -010 f N N O Hca W m 3 m r.-. ➢ (DCD -1'to to 3—D C <O z .� _ 1 SCD D W 70�r S z S D - K (J7 In Z3 O D N I0 - C7 vn 0' 2 .Z'Jm Ln Z A c O r+F p n L7 C �• E3 f c �-.'D—I z V1 ItN Z 70 O O O L7 O C Ol -s -fi D N J D m n ? CL .y z m � A a70 v O D D Ol II z CD CD o _ _ N CD _ Z + O N v + N Ul W A n -5 N cf O N D 1N NA + DC- mmm T o c- o 11 1 p + n SD cn� cr .. * O + .�-.z �N N mD O CD p A�oa �q z D W N rr + X- W r 7� o C�cn cn o 0 c + o c \ �� N (n CD(n + CD n v-o v D J A ocn �--o n rrr• _ �. 0 �•• A o� Dm z mmmm C3, CD O L 1 z D CD D ;;Q --1 O co W a I I z O w--C-*\ � O O O W W J m N N W m CD D m � 3 co m C O C7 C7 C7 C--) T W Vl V1 cJt O O 3 - r o � r \ (n z rrr• L D o \ o D C"� W p GO m z I O D ~ (P O cn O O .� r c O LO WCD m y p O O O O O O m z a m _0 v � -0 -0 a (n N (n N N N = TI -n -Tl -M ml l® CD 3 O ® W C. m Cn S D 70 mD ~ K :�o mm (n o M o LD E --i m T 3 z m m z s O n ;;Q CD 3 cn - n OD (i 7 O N OW CP N N N \ \ cn K cn Oo D o o 1� N -0 OD U"I \ Ul m ;�o m O OD v O o v O A 7 N 3 m � G 1 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 Page 1 of i Document ID:iTC2151-R0431075415 . Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164/REPAIR (J-06=0164/REPAIR-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBG Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 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 of Jacksonville, Inc. for the above referenced job identification. Loads applied t 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: Ref Description Drawing# Date 1 55802-SSB F2A repair 07128015 05108/071 1111111111111111111111111111111 I111 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:ITC215I-RO431075415 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164/REPAIR (J-06-0164/REPAIR-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 Fj Ref Description Drawing# Date 1 55802-SSB F2A repair 07128015 05/08/07 11111111 VIII 111111111'11111111 IIII Mt T 70 D-I �F .70 O lm Cn O O m p L �• -� c*n Dw-I 0�u3m A T OC w C CO £ Fes-.z.- 3�O m m ^'Cn O 'z �-*--O n •4 o B a -i-- p o m c cn cncnD 3cn3x S=zz W O zm W = N vm D DD CD CD m ➢m rn Y3 0,-.0 o r� Cao ;;u -p c o� "xy ry i1 c*• lD CD.-. 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V N CD �1 �QIIIIIIINNI N p +1 M L O O - d V) L O - CD tUmi_N a - Q O 00 _N - cr w V) - U m O Ln L( L _ o n x - _ pl w Y C7 N U - 0] 0 J V)N W X m _ - U - ¢ W W L w p O�I n •N Wd w m - ay. WW V-V7 h-S W _ m w Q O cA H Q V�3 - - Q O D O Z Q V H O Z II. Zw H-OO stn N Q O m H CD H� W N Om - z o p o z cn lzr ¢ J ¢oma v -moo N J O J d W N= Q w O x L n Zco a�U v Q 00 C3 W Qin II z m N F- Oz 3 zw d= 00(0F N i (n .may ¢.tim (nU H Z � - m nF- -3 O C7 - ro w o z F m x(n cn cn O z = `" x m Ol In .--� w (n u K 03=m O ¢�V)x C LL moo d'x � •� H Ocn F--� N U(n M: O.' OO V) V J S V] O 0 W 0 •O H-U C7 # O a' x D Q m W W 00 O ow 03cz W G7 Q w Q O F-Z Z Y CD O F- ..M Z J Q Q J c r-ti N W M o w M WL�j m - xM O C 7 W (n C 1p ¢ J x J�--� m X�--� Z J d d In a N O w O J w X o vi �w woo a.--.r- ow �F- •'S� to wm ln¢Z w�F- 3 SOQ�-. V)F-z3 m � w x d Customer: Manning Building Supply of J'cksonvilleQhtrte: 10/31/2007 User Number: R151 r Job Name/No: J-06-0164A/REPAIR Attention KEVIN Mailing:_ Overnight Billing-_ _ Fax Bill Customer Fed Ex Bill ITWBCG SIIF 1UPS GROUND UPS OVERNIGHT ' Pick Up 'Regular Mail State: FL Engineer: Seal: Si n ature: � __- ___-- - __-� _ _.- _Miscellaneous: Electronic Flat [XL Electronic(Black) [qCalcs Crimped [ _ Original(Hand Signed) Dihlr ,Rubber Stam Rubber Stam ' P P--1 II_J�Bound I[3 'ICrimped over Flat L- ' HP Inkjet ]Remail L. Blue ,..._IExtra Requests (See Comments) L� Red II II Comments: rkii P Y Reviewer: Trusses: 1 FC-ALP-0004-01 Rev 2 i ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:I TC215 1-R0231075334 Truss Fabricator: Manning Building Supply Of Jacksonville, Inc. Job Identification: COpy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: I Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC -� Engineering Software: Alpine Software,Versi on 7.33. Structural Engineer of Record: The ~ The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Notes:. Wind No Wind 1. Determination as to the suitability of these truss components for the Seal Date: 10/31/2007 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 Drive Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied 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: Ref Description Drawing# Date 1 5fi207- CCt F8 07.157024 06106/071 F Cp I IflNll IIIii 111111 111/1 IIi illl Ilil ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of I Document ID:ITC215I-RO231075334 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.33. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Seal Date: 10/31/2007 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 Florida License Number:52212 shown on the individual truss component drawing. 1950 Marley Drive Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Description Drawin Date 1 51207--CC F8 07157024 ..06/06/07 1111111111111111111IIIII III IIIIIN 'o z —1 (D z D cn n (p Vl T m V) O �.x� � •• T S A D -i N r v v) O) N NCO r D r2n2 2C� W p A O D 0 E D A (D 01 W 3 m O E m A r7l �H (D CD CD-o z cn c J 3 (D mm -1 m n-i CD o W o cn cn�-. p m r-+ O D �• z N o � --I �- m _ 7m fCTI O~ x .� >< CD C V) V) V)m T O N-iND V)W �u V r � cn xE m m o M _ _ _ 3m:E:W cno n o -{ _ m z rCD 3 m• D D W D O m - - (D V I I W TJ O V)m - (D .�Tm cn O m - - r T➢o ocn � m �r CD z n z� o � 7m p z� N CD o c')m a m C-) cn v, s ➢ �, o cn - _ � � O V N' Svc ➢ z D CD r z 2 D O 10 G r o m r o m- < 70 n CD m o 3 N O o N O OC Z Ln OO m O Ul Co ::3 v. \n J N Z3 O � c O N N rt S S V) W O On m w IHIIIIIfg1 � c o *. O ct �3➢ vA 3 �D • ,�A o coCD z Cfij !A 1aT-1 Q zcnc :;ox A r m m �• O -'7�• 3 W E• D m V ➢Nm- o C) = z ;Jo N . m 9cn<3 mem Z D p \ o \ co ACO O z O Z Ocrl Z C T V N L9 O U') O C:) p S D O D O V V C r co O O O O O O O \ N v N ,- S 'D V) c (n V) N N V7 m m m m m o m z a E m C� T (n 2 p p ZJ W 3 m o jz) m - n m 3 z m � Z x n crn II N Ul W o O \ 1-` A v p', (,n m c '--� :;o O N CD m A C v 3 ITW Building Components Group, Inc. 1950 Marley DriveHaines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 Page l of 1 Document ID:ITC2151-R0231075334 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: COpy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.33. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Notes: Wind No Wind 1. Determination as to the suitability of these truss components for the Seal Date: 10/31/2007 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 Drive Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied 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: Ref Descri tion Drawin Date 1 512'07--CC F8 07157024 06 06 07 1111 IN ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of I Document ID:1TC2151-RO231075334 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: I Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.33. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: 1. Determination as to the suitability of these truss components for the Seal Date: 10/31/2007 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 Florida License Number:52212 shown on the individual truss component drawing. 1950 Marley Drive Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Descri tion Drawing# Date 1 51207--CC F8 07157024 06 06 07 I II�III��IIII III'll III"III'�II I'II v z 70 D(nCD D 41 x 7J m (/n O m -{ (mac ytp D D rr-z�i =cam W o v o O C7(7 r J <O D m C m -ID 0) ..�... E m➢A m � 'a 3 r 0 ➢ D p'i7 z CD (D o 5 � 0it 'O r 1n < n n D Dec E(n D c -i m � z--ic� CD-,o z cn c -i m cn-1 CD 0 o� J 3 m o(n cn�--� o N O D z N O (,n .-� �.• - m I(� �c(n cE x m CTI p CZ) c(n (n (n m m o CJ O -i o (St m m7u3 mE'O� VSO D O -1 x x CZ) -1 O y - _ n v 3 m• D D W D O m N w G7.ZJ O Cn m Ql Z mmmm z o 'J �mm (nom O T _ p I (n S Z -i O O T O Z C7 Z 7J r-r p -1 CD o O m O m O $ O G7 m Z S D O o m r C,) O m D A � n3 n o v. c CD G D N t'"F O N .• mm N O C) N m O O � _ C O O N N � -0 -dc�(n A� W S 2 V I co O o 0 m w pufgfifffq c O T-�n� • *, C r1' -i3CD D mA OD \� • V- Z T Cl CD Q r m m v ,� /��� cwt• om 3 W O- •y, •p �� m -i 7J c • C � -imD D O D n E 1 � C�O2SZ ti O N '-i OIZ�T D N m• O c C O CC-,) 7 C >- C'7 n T m W C p c ➢ 70 -I r TJ. t/l r.-. 3 2 r 0 o r \ m(n L/ :m +i r r r r r o mem ul - \ O Z O Z G Z N Ul O CJ1 O O p S D O D O Vl N 70 -0 r W O O O O O O O \ 2 m m m -0 m A D O c m m m T m p r Z v o- E m c = 0 7m S O W 3 m n D m N N m o m n 73 z m m O z z G7 .Z7 CD 7C C vl II O I--� m (n a (n A m o O \ 41 m Ul T c O N K O o �l O N m N v m a C v 3 ITW Building Components Group, Inc. Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1TC2151-R0231075334 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.33. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Notes: Wind No Wind 1. Determination as to the suitability of these truss components for the Seal Date: 10/31/2007 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 individualtruss component drawing.. 1950 Marley Drive Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied 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: NCUSR151 Details: Ref Description DrawingDate 1 51207--CC F8 07157024 06/06/07 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page I of 1 Document ID:ITC215I-RO231075334 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: Copy-J-06-0164A/REPAIR (J-06-0164A/REPAI-) Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.33. Structural Engineer of Record: Address: Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration Wind No Wind Notes: Sea]Date: 10/31/2007 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 Florida License Number:52212 shown on the individual truss component drawing. 1950 Marley Drive Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Descri tion Drawin Date 1 51207--CC F8 07157024 06106/07 1111111111111111111111111111111 IN � z r O ➢-i 3 c + Z A D C n O m A L � pC-1m D A A(D w�•g D � D �nnv, �� 3 � A o y� f <orn me W o -mo o) O of g '� � �i S A D 3 r O Srte" z (D CD m v33 C=) v f A p m m N (D o z-{-I 2.T. ➢ O D mO m m D O A G) at D � D �DAc Ecn ➢ c --i -i ov z V) c rD m -1 m cn--i o 3 m _ ocnN.-. p OD m X CD D> I O m Accn cF 2 m cn c cn cn v)m m o O Cn-1 cn➢ cn W A r -P n S E m m W o m A 3 m�o� cnCD n o x x 3 T Z D D W D o m c) W A p cn m rn z O w m m A m z p 'a '�' + A m m cn.. o T r O TDO CD O N A T o z n Z A O lD Ln lO m N O N S v c D z l• g Dor z 2 D o c0 1pO Cid A r p m r N O C Z V m I 2 D \ 1p Z Oto CD N� Z N T COCT,W 0 O � O O C VI N N W O On m w p1H11g1 Z c o T--i➢� CD 3n A1> o ............ r, vzmc.p �zcD 00 11 (nCD N 3 V. z nc�Ax D.-. r m m S� � A � cwt• pm f W O-in(np c C \ m z S S A A C•SJp �••` -O O D D E � c')OSSZ � a O � 0 C O C7 C-) C-) C) T m w 2 A p D A F- r m n Ln _ r o o r \ p =mem c CD Z 3 Z D O \ ocn CD \ OD A C O O x o z o z C A N N (Tl O (T O O \ O 2 D O D O n n O O (n N Cn Cn N r E T T T T T CD m z a m L T (n 2 D p ;;7 W 3 �a ::o m n 7 D m C n m O LD � --AT n T 3 Z m m Z x O � � O cn II n n CD N Cn cn A T o O \ CTl T c \ ct A O N ' 0 o v o N A N v m A C v 3 Rand McNally - Get Directions Page 1 of 2 RAND Back www.randmcnally.com Use the print feature in your browser to print this page. ................................................................................................................................................................................................................. 800 Seminole Rd i Atlantic Beach, FL 32233-5444 to 2300-2350 Ocean Breeze Ct Atlantic Beach, FL Piipigon Av 101 7�J ? GalapagosAv AIA 02 Cabo Blanca Av 3 `,2300.2350 Ocean Breeze Ct c+"2Pk ssttr 4r} '���b Jwth St m S.14j"bd by 7' D Jacksonville Atlantic Dillard Rd Beach Oil Dutton Dr I r Lewis St ti Levy Rd 99 D 19th St 9th St Redfin Dr j,800 Seminole Rd 0.5 mi c ` 4th st O 2000 Rand W HaOy&Cody EI 2008 NAVrEQ Find it in the 2007 Road Atlas class="siteText"At/antic Beach, FL • page 26, grid section C-10 Estimated Total Driving Estimated Total Driving Total Number of Steps: Time: Distance: 6 ' 7 minutes 2.0 miles Step Directions Distance 1 You are at 800 Seminole Rd,Atlantic Beach,FL. ............................................................................................................................................................................................................................. 2 Go NE on Seminole Rd for 0.58 miles 0.6 miles ............................................................................................................................................................................................................................. 3 Continue onto Seminole Beach Rd 1.3 miles ............................................................................................................................................................................................................................. 4 Turn right onto Ocean Breeze Dr 0.1 miles ............................................................................................................................................................................................................................. 5 Bear right onto Ocean Breeze Ct < 0.1 miles http://www.randmcnally.com/rmc/directions/dirPrintDirections jsp?ref--dim&col=color&... 10/30/2006 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 1D:ISV4235-ZO228164232 Truss Fabricator: Lumber unlimited Job Identification: 674298-RICHARD THOMPSON CORP. L/7 OCEAN BREEZE CRT. (67429B�zR)CHARD OMfSO JCRP.-L/7 01 Truss Count: 30 Model Code: Florida Building Code 2004 ANSI/TPI-2002(STD)/FBC ` Truss Criteria: Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42.0 PSF@ 1.25 Duration, Floor 55.0 PSF @ 1.00 Duration Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seat bate:02/28/2006 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•CollinsJr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The Loads indicated on all referenced girder,trusses are consistent with the truss layout provided nc by Lumber Unlimited for the above refereed Job identification. Loads applied by non-truss elements and basic load parameters are to ew be revied and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing dumber is preceded by: HCUSR235 Details: 140GS-GBLLETIN- Ref Description "Orawan klate .. 1; 62400 -F8, 060593441 i.02#28/06, 2 624,D1 F9 060593;46 11'2/28/06, 3 62402--F1Q `Oi;Ob3d6 0.2J28J(}6 4 62403 -F11 (160�a9.347 ....02JZ8/06 5 62404--F12 0605930 02/28/06 6 6240 - F13 . , 0059349 02J28/66 7 624Q6 -F14 06059350 0228/06" . 62401 =F,15 06050, 5.1 02128/06: 9 6240.$ FI6 06Q��9352 02: 28106 10 62409-=F1':7,, 06059353 02 28/06 ` 11 62410--F18 06059354 02/28/06 12 62411-419 06059355 02128/06 13 62412-420 06059356 02/28/06 14 62413-421 06059357 02/28/06 15 62414-422 06059358 02/28/06 16 62415--F23 06059359 02/28/06 17 62416-424 06059360 02/28/06 18 62417-425 06059361 02/28/06 19 62418-426 06059362 02/28/06 20 62419--F27 06059363 02/28/06 21 62420-428 06059364 02/28/06 22 62421-429 06059365 02/28/06 23 62422--f30 06059366 02/28/06 24 62423--A31 5-PLY 46059373 02/28/06 25 62424--A32 06059367 02/28/06 26 62425--A32 Alt Bearing 06059368 02/28/06 27 62426--A33 06059369 02/28/06 28 62427--834 06059370 02128/06 29 62428--C35 06059371 02/28/06 30 62429--C36 06059372 02/28/06 SUPPOIT REPORT JOB DESCRIPTION: 67429B WIND CODE : ASCE 7-02 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT . MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX• -# UPLFT. -# F8 11 . 833 3 . 000 Special 0 . 042 18 . 333 649 F8 11 . 833 3 . 000 Special 11 . 583 18 . 333 649 ----------- --------------------------- --------------- --------- ------------ --- -- F9 11 . 979 3 . 000 Special 0 . 000 18 . 333 659 F9 11 . 979 6 . 875 WALL 11 .406 18 . 333 646 --- ----------- ------------ ---------------- ----- ------ -------------------------- F10 12 . 167 4 . 750 WALL 0 . 000 18 . 333 657 F10 12 . 167 6 . 875 WALL 11 . 594 18 . 333 657 --- -------- -- ---------------------------------------- -------------------------- F11 22 . 896 3 . 500 WALL 2 . 000 18 . 333 1810 F11 22 . 896 7 . 625 WALL 10 . 667 18 . 333 1101 F11 22 . 896 4 . 750 WALL 22 . 500 18 . 333 615 --- ---------- - ------------------------------------ ----------------------------- F12 1 . 794 3 . 000 Special 0 . 125 18 . 333 76 F12 1 . 794 3 . 000 Special 1 . 544 18 . 333 108 --- ----------------------- ----------------------------- ---- -------------------- F13 3 . 794 3 . 500 WALL 2 . 000 18 . 333 2937 F13 3 . 794 3 . 000 Special 3 . 544 18 . 333 0 -1698 ------------- ----------------------------------------- ------ -------------------- F14 5 . 794 3 . 500 WALL 2 . 000 18 . 333 1920 F14 5 . 794 3 . 000 Special 5 . 544 18 . 333 0 -546 --- ---------- ----------------------------- ------------------------------------- F15 7 . 502 3 . 000 Special 0 . 000 18 .333 127 -52 F15 7 . 502 7 . 625 WALL 2 . 073 18 . 333 504 F15 7 . 502 3 . 000 Special 7 .252 18 . 333 259 ------------------------------------------------------------------------------- F16 8 . 835 3 . 000 Special 0 . 000 18 . 333 180 -28 F16 8 . 835 7 . 625 WALL 2 . 073 18 . 333 509 F16 8 . 835 3 . 000 Special 8 . 585 18 . 333 361 --- ---------------------------------------------------------------------------- F17 7 . 794 3 . 500 WALL 2 . 000 18 . 333 1806 F17 7 . 794 3 . 000 Special 7. 544 18 . 333 84 -292 --- -------------------------------------------------------- -------------------- F18 9 . 794 3 . 500 WALL 2 . 000 18 . 333 1813 F18 9 . 794 3 . 000 Special 9 . 544 18 . 333 259 -159 ----------- --------------- ------------------------------------------------------ F19 22 . 635 3 . 500 WALL 0 . 000 19 .417 1237 F19 22 . 635 6 . 875 WALL 22 . 062 18 . 333 1237 ------------------------------------------------------------------------------- F20 22 . 333 3 . 500 WALL 0 . 000 19 .417 1220 F20 22 . 333 4 . 750 WALL 21 . 937 18 . 333 1220 ------------------------- --- ------------------------------------- -------------- F21 22 . 906 6 . 875 WALL 0 . 000 18 . 333 1247 F21 22 . 906 4 . 750 WALL 22 . 510 18 . 333 1247 ----------- -- ----------- ---------------------------------------- --------------- F22 22 . 510 6 . 875 WALL 0 . 000 18 . 333 1225 F22 22 . 510 3 . 000 Special 22 .260 18 . 333 1238 --- -------------------- ----- ----------------- ---------------------------------- F23 22 . 510 6 . 875 WALL 0 . 000 18 . 333 1697 F23 22 . 510 3 . 000 Special 22 .260 18 . 333 1426 ------------ --- ----------- - -------------- ----------------- ------ -------------- F24 3 . 635 7 . 625 WALL 1 . 000 18 . 333 1252 F24 3 . 635 3 . 000 Special 3 . 385 18 . 333 0 -331 ------- ---- - -------- ------ ------- ---- - ------------- ---- ------------ -------- F25 14 . 813 2 . 750 WALL 0 . 000 18 . 333 801 v- -- - --- l I V - --- ---- -- - -- - ----- - - -- - - - - -- --- - -- - - ------ F26 14 . 525 2 . 750 WALL 0 . 000 18 . 333 785 F26 14 . 525 3 . 000 Special 14 . 275 18 . 333 800 --------- -------- -- - ---- -- -- - - -- -- ---- -- ---- ----- F27 12 . 525 2 . 750 WALL 0 . 000 18 . 333 675 F27 12 . 525 3 . 000 Special 12 . 275 18 . 333 690 ------------- - - -------------- ---------- --------------- - --- F28 10 . 525 126 . 300 WALL 0 . 000 18 . 333 1145 -------------------------------------------------- ---- ---------- - F29 8 . 365 3 . 500 WALL 0,. 000 19 .417 452 F29 8 . 365 3 . 000 Special 8 . 115 18 . 333 465 -------------- ----------------- - ------------------ ---- ---------- --- ------------ F30 8 . 073 96 . 875 WALL 0 . 000 18 . 333 1779 ---------- ------------- ----------- -- ---------------- ------------.--- ------------ A31 5-PL 25 . 000 7 . 625 WALL 0 . 000 18 . 333 7028 -5824 A31 5-PL 25 . 000 7 . 625 WALL 24. 365 18 .333 10295 -8531 ------------- --------------------------------------------------------- --------- A32 25 . 000 3 . 500 WALL 0 . 000 18 . 333 1073 -888 A32 25 . 000 5 . 500 WALL 12 . 167 18 . 333 130 -180 A32 25 . 000 7 . 625 WALL 24. 365 18 .333 1074 -889 ------------------------------------------------------------------------------- A32 Alt 25 . 000 3 . 500 WALL 0. 000 18 . 333 1138 -918 A32 Alt 25 . 000 7 . 625 WALL 24 . 365 18 . 333 1138 -918 ------------- ---------------- --------------------------------- ----------------- C35 9 . 000 7 . 625 WALL 0 . 000 18 . 333 474 -277 C35 9 . 000 3 . 000 Special 8. 750 18 . 333 367 -382 ------------- - --------------- ----------------------------------------- --------- C36 3 . 500 7 . 625 WALL 0. 000 18 . 333 254 -180 C36 3 . 500 3 . 000 Special 3.250 18 . 333 122 -180 ----------------------------- --------------------------------------------------- A33 25 . 000 3 . 500 WALL 0 . 000 18 . 333 677 -544 A33 25 . 000 154 . 000 WALL 12 . 167 18 . 333 1624 -1155 ------------------- ------------------------ ------------------------------------ B34 13 . 667 164 . 000 WALL 0 . 000 18 . 333 2311 -1670 ------------------- -------------------------------- ---------------------------- Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 t Florida Engineering Certificate of Authorization Number:567 Page I of I Document ID:I SV4235-ZO228164232 Truss Fabricator: Lumber unlimited Job Identification: 674298-RICHARD THOMPSON CORP. -- L/7 OCEAN BREEZE CRT. (67429BI-RICHARD THOMPSON CORP.-L/7 0i Truss Count: 1 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC 11 Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record: Address: Minimum Design Loads: Roof 42.0 PSF @ 1.25 Durati on Floor 55.0 PSF @ 1.00 Duration Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: I Seal Date:02/28/2006 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 T James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet lmust 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: HCUSR235 Revi ed Trusses Ref Description Drawing# Date 1 62426--A33 06059369 02/28/061 l ' l I IIIIIII IIIII IIIIII III IIIIII III IIII I v O V N n O lO M O z .:I- O N Li -,0 M 00 7 O Ln M O M N ' Ln N M \ Ln d _ lP O N J .-i J 7 II M N N Y N s N � tY •--� n O r x Z i i Ln W w W Q V W w - tr � D O = N L.UL ''] O s U- W W Li W Ln N In N N 00 Q. L1 L1 a L1 V O. c,:: O O O O O O O O -- N C� O O O Ul O Ln LO .-� N N O L z O r- O � • coL n. O O l0 X J J J J J W X N v J O J U .-� O .c M rn U U U O O d = Ln v .N m Ln N c O >< y o L X O vi M U. to •r tp �. 3 � a CD .d- O pIII Y m cn X O N O N O N N d } M c E a N •• ............ 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O,-• f-�--i C tiC VIZ OO mw d + W t0 f6 W >>�n Oa. 3 Z �4 ao. oz wo ¢o w Jc o o ¢ + x HSW d'w O Sd'mW\ x � •U •Q V7 WK W f V1V 2 -O d W o c7 o rn N m CL J V o � InFz EW vl vl � w•aw ¢ U wo r- Y Q fin vt-UJI-• o d soY ¢I-- H� �w Q 1- �a Yi 8 W NOKQ OZ F-� W C7J W J 6..•••"' C� mmZ mgr < •WW ..V) ••Z Imp U z o W N U 4-< Q w w WJ W J ¢ #Ov ZOQ ocr J 0=W F�-+ Fp } C a �-- # =F-•=2a OK a 022- OQ Oto } N "Q• C7QN ZOO } Zf-H zZ Z.-1 } Z Q BOISE' Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-09 BC CALC(D 9.2 Design Report- US 2 spans Right cantilever 0/12 slope Monday, February 27, 2006 14:44 Build 141 rile Name: 67429.BCC Job Name: 67429 Description: BM-09 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: Connection Diagram __— Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • particular application.Output here based c on building code-accepted design �. properties and analysis methods. Installation of BOISE engineered wood • products must be in accordance with a current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 6" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALC®,BC FRAMER®,AJST'" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARDT BCI®, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRANDTm,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE" Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-10 8C'CALCQ 9.2 Design Report- US 2 spans ( Left cantilever 0/12 slope Monday, February 27, 2006 14:44 Build 141 Rile Name: 67429.13CC Job Name: 67429 Description: BM-10 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 01-10-12 13-01-14 B1,3-1/2" B2,1-314" LL 824 lbs LL 1188 lbs DL 444 lbs DL 546 lbs Total of Horizontal Design Spans= 15-00-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ___Trib. 1 Standard Load Unf. Area Left 00-00-00 15-00-10 40 psf 15 psf 00-06-00 2 Trapezoidal Left 00-00-00 0 plf 0 plf n/a 15-00-10 227 plf 85 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4757 ft-lbs 12.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -101 ft-lbs 0.3% 100% 14 1 -Right be verified by anyone who would rely on End Shear -1255 lbs 11.8% 100% 16 2-Right output as evidence of suitability for Cont. Shear 1004 lbs 9.4% 100% 18 2-Left particular application.Output here based Total Load Defl. U2744(0.058") 8.7% 16 2 on building code-accepted design properties and analysis methods. Live Load Defl. U4062 (0.039") 8.9% 16 2 Installation of BOISE engineered wood Total Neg. Defl. -0.026" 5.3% 16 1 -Cantilever products must be in accordance with Max Defl. 0.058" 5.8% 16 2 current Installation Guide and applicable Span/Depth 9.9 n/a 2 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. Notes Design meets Code minimum (0240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJS- Design meets Code minimum (U360) Live load deflection criteria. ALLJOIST®,BC RIM BOARDTM,BCI®, Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERBOISE GLULAM S SIMPLE FRAMING VERSSIMPLE VERSA-RIM Minimum bearing length for 61 is 3". PLUS®,VERSA-RIM®, Minimum bearing length for B2 is 1-1/2". VERSA-STRAND'"",VERSA-STUD®are Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing+ trademarks of Boise Wood Products, 1/2 intermediate bearing L.L.C. Connection Diagram b d— a c a a minimum = 2" c=6" b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Double 1-314" x 16" VERSA-LAM(g) 2.0 3100 SP Floor Beam1BM-11 'BC CALCD 9.2 Design Report- US 1 span No cantilevers ,0/12 slope Monday, February 27, 2006 14:44 Build 141 ;File Name: 67429.BCC Job Name: 67429 Description: BM-11 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: I . � r _.r y x ♦ � L w .r rr t * � � i Y _� �I � . ♦ ��_sir i i; s r . ��r L� x�� J ". ' 3;t a ;_ •' Y � 5 t .0 y;r �`{r ai wax" x ,{; y `^u: , ` +�`'4'�, .^/;a r ` ., ^t f "r2 ..4*' "G' si °� arP a: �5 rt."�`�iFK .a, l } r:� S"z 04-08-00 B0,1-3/4" 61, 1-3/4" LL 1073 Ibs LL 1073 Ibs DL 439 Ibs DL 439 Ibs Total of Horizontal Design Spans=04-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-08-00 40 psf 15 psf 11-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1765 ft-Ibs 4.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 601 lbs 5.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. 019342 (0.003") 1.2% 1 1 output as evidence of suitability for Live Load Defl. 027258 (0.002") 1.3% 1 1 particular application.Output here based Max Defl. 0.003" 0.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 3.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (0240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJST"" Minimum bearing length for 61 is 1-1/2". ALLJOISTO,BC RIM BOARDT"' BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end;bearing+ BOISE SYSTEM@ S SIMPLE FRAMING ,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDTm,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d—•- L.L.C. a c a_ a minimum =2" c=6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-12 'BC CALC(5 9.2 Design Report- US 1 span No cantilevers ( 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-12 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: _ -'�-w-r�r t__ r- ._w �__z w T��s_-s-T- "� *- w �. ► w w-� s r cr t w._ w L ' _ _�_. 3 w L _S 2—I �w 'C. w w L�w s L 1_1—� X w w_7C_�'1 w w—J-.*— 1 y C—� _L L w '/ �! Ly 7 L_♦ ? � L a' d, Yep. 05-11-07 BB1, 1-3/4" 0, 1-3/4" LL 1250 lbs LL 1250 lbs DL 1200 lbs DL 1200 lbs RLL 893 lbs RLL 893 lbs Total of Horizontal Design Spans=05-11-07 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Tvpe Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 05-11-07 40 psf 15 psf 10-06-00 2 Unf. Lin. Left 00-00-00 05-11-07 0 plf 110 plf n/a 3 Unf.Area Left 00-00-00 05-11-07 12 psf 30 psf 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4976 ft-lbs 10.7% 125% 55 1 - Internal Completeness and accuracy of input must End Shear 1764 lbs 13.3% 125% 4 1 - Left be verified by anyone who would rely on Total Load Defl. U5377 (0.013") 4.5`/0 4 1 output as evidence of suitability for Live Load Defl. U83890.009') 4.3% 4 1 particular application.Output here based ( on building code-accepted design Max Defl. 0.013" 1.3% 4 1 properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (0240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. I (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD T-,BCI RO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND TM,V E RSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. b FF d a c a i a minimum = 2 c =6„ b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails li Page 1 of 1 BOWE Quadruple 1-314" x 9-114" VERSA-LAM® 2.0 3100 SP Floor BeamIBM-13 'BC CALLS. 9.2 Design Report- US 1 span I No cantilevers 10/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-13 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: C3 4 i..,. .& x F M 5,as F a :rl..,�*3 z:^b 2t'"a"g'N t t,.;!,•-,,,a + %.le`�:ra .z .,. F:f p*T `rt t s.3'f €.,e n,akY. .a, °"n At,....a ;4.Sa,"2+`,5 .a -' .d e,td w ¢, = r+ ^sf�ti;:'.t ,* na•..:'ca S p t �?� 10-07-10 61,1-3/4" B0,1-3/4" LL 2389 lbs LL 2047 lbs DL 2273 lbs DL 2294 lbs RLL 636 lbs RLL 955 lbs Total of Horizontal Design Spans=10-07-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Tvoe Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 10-07-10 40 psf 15 psf 00-06-00 2 Conc. Pt. Left 04-05-00 04-05-00 1250 lbs 1200 lbs 893 lbs n/a 3 Conc. Pt. Left 04-00-08 04-00-08 .930 lbs 1602 lbs 698 lbs n/a 4 Unf.Area Left 04-00-08 10-07-10 40 psf 15 psf 07-09-00 5 Unf. Lin. Left 04-00-08 10-07-10 0 plf 110 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17729 ft-lbs 66.800 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4303 lbs 35.00,10 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U304(0.419") 78.9% 4 1 output as evidence of suitability for 4 1 particular application.Output here based Live Load Defl. U533(0.24") 67.6% on building code-accepted design Max Defl. 0.419" 41.9% 4 1 properties and analysis methods. Span/Depth 13.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (0360) Live Ibad deflection criteria. (800)232-0788 before installation. Design meets arbitrary(11") Maximum load deflection criteria. BC CALL®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD T-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT'" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end',bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. �Ib d— a C a minimum =2" c= 5-1/4" b minimum =2-1/2"d =24" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 • FACE MOUNT HANGERS of ® Availskd;wih7 u�d�7rartaf eorrasrart orafcfi'art.L��ccA,»rhe facfar. Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir/Hcin Ti;Allowable Loads Code Model Uplift' Upplifts Floor Snow' Roof Wind Uplift' Uplift' Floor Snow Roo( Wind Uplift' Uplift' Floor Snow Roof Wind Ref. No. (133) (160) (100) (115) (125) (133) (133) (160) (100)1(11 ) (125) (133) (133) (160) (1 our (115) (125) (133) SINGLE 2x SIZES --- — — -- -- - - p LUS24 465 490 640 _735 800 850 490 490 1 690 795 865, 920 390 465 540 625 1 675 730 - 9 5 - _- - 4,37,87.121, 'i 1401 L_US2_6_ 930 1115 830 955 1040 1110 1010-11-165 1 8 1165 � 900 1035 1115 1200 780 935 700 1805 ' 875 950 _ I rHGUS26.- LU S26 1090 11090 1310 1505 1640 1740 1090 ; 1090 1425 1640 1780 1740 915 915 1100 1265 ,1380 1465 47. _ ® S26 1550 1550 2565 2950 3205 3335 1550 1550 27851. 3200 3325 3335 1465 1550 2210 2490 2540 2580 4,37 87 1211 ;; 5 t y 2i 1 10 1 r ;,1 rl t 0 1025 1115 10 142ti 1520 780 935 8 1185 S28 930 'l 115 1555 105,5 1210 750 2010 2385 2301010 1165 25 1555 1555 1900 2140 385 2375 2325 305 305 1470 11690 1835 1955 4,37,_4721 1S28 555 HUS28 2000 2000 3585 3700 3775 3840 2000 2000 13380 3505 3585 13655 1720 1720 2580 8 745 2800 4,37,87,121, HGUS28 ® LUS210 930 1115 1275 147Q 1595 1 O(I 1010 1165 1380 1590 172r 1$40 780 935 1085 1245 1355 1445 4 37.87 121 <? 140 - - - - - . HUS210 2845 3000 3775 3920 41)20 410(i 3000300003565 3745 385Q 3935 2320 2780 27452870 2955 3025 4,37 87 121, 1.For dimensions and fastener information,see table on page 117. Doug Flr•tarctUSOuthern f'trte - Spruce-Pine-Fir/Ker,.f it Min: Dimensions Fasteners 1 Code Model AHcwable Loads Allowable Loads No. Heel Ga Carrying Carried Uplift' Upiltt? Fio9r Snow 0001' Wind, Uplift' Uplift' Floor Snow Roof Wind Ref. Height W H 8-Member Member (133) (160[ '(100) "(118) 125) (133)' (133) (160) (100) (115) (125) (133) DOUBLE 2x SIZES _ ' - - - - - - LUS24 2 2 - 18 3 s 3'., 2 4 16d 2 16d 565 565 765 880 960 1020 465 555 640 735 800 880 I 1 84 121.''; 1 ® LUS252 4 'm 18 3 tr 4'a 2 4 16d 4 16d 1,140" 1,195 1000 " 150 11250 1335. ;925 1115 820 945 1025 1145 _ HHUS262 4 iR 14 3'• 3 1416tl 1616d 1650 "1550' 25802965 '3225. x3440 1395 1550 2165 2490 2710 2960 4,37,121,'?. 140, ------ -= 14 -- - -- —-- �_ _�._ - --- ---- - - HGUS26-2 4':R 12 3':• 5 4 20-16d '8-16d 2325' 2325 3940. 9635: 14930 "5240. 1995 1995 3410 3920 4260 4535 3 39,1212_.'.,140 LUS28-2 4-�0 18 3.4 7 2 6-16d 4-16d 1140 1165 1265 1455 1585 1690 925 1115 1050 1210,1315 1450 1 84,121,1:?'s ® HHUS28 2 6`R 14 3 ^ 6':r, 3 22-16d 8-16d 2000 2000 3885 4465 '4855 5180 1860 2000 3275 3765 4095 4355 4.37,721 OI d HGUS28-2 6''-u 12 Y: 41i.-- 3 36-16d 12-16d 3220 3220 6805 7830 7925 7925 2705 2705 5890 6320 6425 6575 3 39,121,';' 140 LUS210 2 6"^ 18 3':+ 8 16d 6 16d 1550, 155(1 1765" ?030J221f1 2358 1390 1550 1465 1680 1830 1950 HHUS210 2 8: 14 3 30-16d 10 16d 2855 3430 "5190 :5900 }5900 5990- ; 4795 4875 4945 4 37 121 '.1401HGUS210 2 8' 12 3':''^ 46 t6d 16 16d 3630 3630 $650 8940 38940 8940 3050 1 3050 6515 1 6775 6865 7065'3 39 121,`.' 1401 TRIPLE 2x SIZES HGUS26-3 4"`• 12 4':'K 4 i 4 20-16d 8-16d 2325 2325 3940 4535 4930 5240 1995 1995 3410 3924260 4535 129 " A -- --- - HGUS28-3 6'-'. 112 4:'R 7: 4 36 16d 12-16d 3220 3220 6805 7830 7925 7925 2705 2705 5890 6655 16655 6655 HGUS2103 8`'^ 12 4'.'r 9' 4 46-16d 16.16d 3630`3630 8780" "8940' 894Q" 8940 3050 3050 7510 "7510 7510 7510 HHUS210-3 8'R 14 4'1'^ 9 3 30-16d 10-16d 2855 343,0 ,5190" ,5900. 5009, ,5900 ;2330 2795 4385 5040 5075 5075 J q ,i!1 0 +v OUADRUPLE 2x SIZES HGUS26-4 5 12 6'k 5.'� 4 20 16d 8 16d .2325 "2325 "3940 4636 +iJ3A.-52401955 19,55 3410 3920426E4535 HGUS28 4 7i. 12 6'1'^ 7�: 4 36.16d 12-16d 3220 3220 6805 7830' "7926 ,7925,• 2705 2705 5890 6655 865HGUS210-4 9'' 12 6's 9' 4 46-16d 16-16d 3630 3630 8780 8940 8940 8940 3050 3050 7510 7510 751HHUS210 4 8'. 14 6':'. 8'.. 3 30 16d 10 t6d 2855 3430 5190 5970 6490 6920 2450 2940 4475 5145'5590HGUS212-4 16'.. 10•i 4 56-16d` 20-16d "4055 :4055' 1$5 9155 9156" 9155"3405 3405 7690 7690 7690 HGUS214.4 12 12 6'17.12: '4 66-16d 22 16d '5380 5380 10015 10015 10015 tOQ`15' 4520 4520 8415 8415 8415 8415 L N ------- --__-.. .__._ _ _. .. _ _0._-._ ._ ._..._._ . -----_ 4x SIZES ® LUS46 4'�18 31- 4''r 2 4_164 4-16d 1140 11651 01 00 1150 1250 1335 925 1115 820 945 1025 1145 1 84,121 ' HGUS46 4':^ 12 3-:r 4:'^ 4 201_64 8 164 2325 2325 3940 4535 4930 5240 1995 1995 3410 3920 4260 453513 39 121 140j HHUS46 4:'� 14 3. 5'. 3� 14-164 6-16d 1550 1550 2580 2965 3225 3440 1395 1550 2165 2490 2710 2960 14 37 121,'.;.140 LUS48 4`:;r 18 3`%^ 6'-'r 2 6 t6d 4 16d "1140 =11G5 12(35 .;1455" 15 " 169'' 9251115 1050 1210 1315 1450' 1,84,121,'"`1 HUS48 64, 14 3':^ 7 2 6-16d` 6-16d 1550,"1590..1505 ;;1730 ,1�SQ5 2019" 1315 1550 1240' 1425 1550 1650 Er HH_US48 6:a 14 Sri 7 3 22-16,d 8-16d '2000 '2000 'x3895 4495 9855 5180•' 1860 2000 3275' 3765 4095 4355 4 37 121,'x..1 0 HGUS48 6%^ 12 3• 7:^ 4 36-16d 12-16d '3220,-3220 6805 .'78;30;.7625 ,7925 2705 2705 5890 6655 6655 66553,39,121,' 140 LUS410 6' i 18 3` B'n 2 8-16d 6-16d 1550 1550 1765 2030 2210 2265 1390 1550 1465 1680 1830 2025_ 1 64 121 1 I q 146-16d 16-16d 3630 3630 8780 8940 8940 8940 3050 3050 7365 75101 7510 7510 13 39 121._ "140Jj HHUS410 8:: 14 3- 9 3 1 30-16d 10-16d 2855 3430 5190 5900 5900 5900 2330 2795 4385 5040 5075 5075 14 37 121 140, HGUS410 8', 12 3 9 HGUS412 10":w 12 3. 10�ro 4 56-16d< 20-164 4055 4055 915,5 :9155 91 5 9155 3405 3405 7690 7690 7690 7690 HGUS414 11""x. 12 3'.t. 12inn 4 66-16d 22-16d 5380; 5$80, 10015 10015 1,0015 10015'; 45204520 7890 8185 8380 8380- 1 Uplift loads have been increased 331 and 601 for earthquake or wind loading with no further T-ANSITPISPF,T-ANSITPISP and T-ANSITPIDF for allowable loads that increase allowed.Divide by 1.33 and 1.60 for normal loading as in cantilever construction consider ANSI/TPI 1-2002 wood member design criteria. 2 Wind(133)is a download rating. 3 Minimum heel height shown Is required to achieve full table loads For less than mimmum ;. c + t. ,`, El"Idr, t ' heel height,see Allowable Loads with Reduced Heel Height on page 126 �i i l: 4.Truss chord cross-grain tension may limit allowable loads.Refer to Technical Bulletins 127- PDF created with pdfFactory trial version vpt�,,y,.rd f fa jury corn gaJid S�uvir�ci4nectnJs � • THAITHACAdjustable a Thio pradraf is prcicrolrlT:fo si,vti.:ir ramtcctav,b�c,lvac ola!casicr instoliiEar. bJ Aipbcri•a4ts,c!igL-/,Y :falMd 05f,or a comainitigw a'Mrn r fWr:, ►g, a The THA series'extra long straps allow full code nailing and can be field-formed • ' to give top flange hanger convenience. Designed for 4x2 floor trusses and 4x beams,the THAR/1_422 has a standard ; skew of 45 degrees.Straps can be formed to give tap flange hanger convenience. PAN nailing helps eliminate splitting of 42 truss bottom chords. s MATERIAL:See table. , H FINISH:Galvanized.Some products available in Z-MAX; • r ' , ' c see Corrosion-Resistance,page 6-7. INSTALLATION:•Use all specified fasteners.See General Notes. ,y Two different installation methods may be used: Maximum nailing-Install all face nails according to the table.Nails used 4� for the joist attachment must be driven at an angle so that they penetrate THA THA29 Typical THA Installation through the corner of the joist into the header.With single 2x carrying members,use 10dx1-:�"nails into the carrying member,and 10d or 16d commons into the carried member,and use 0.81 of the table value for 4X N8118f 4 Top Nails o 18 gauge,and 0.68 of the table value for 16 gauge. r Minimum nailing-For the THA29,the minimum nailing schedule requires a the use of joist double shear nailing as detailed above,and that the strap be field-formed over the header a minimum of 2 :".A minimum of four f top and four face nails must be used.For all models except the THA29, 2 Face Nails ' the minimum nailing schedule may be followed where double shear D nailing is not possible,provided the strap is field-formed over the top A of the header a minimum of 1 :''for the THA213 and THA413,and 2'for all others,and a minimum of four top and two face nails are used. ; o CODES:See page 12 for Code Listing Key Chart. + N Joist Straight Nails ® , Dome Double Shear Typical THA Minimum Nailing Double Double Nailing Side View Shear Shear THAR/L422 „� (available on Configuration on a Nailing r^ Nailing some models) 4x Nailer ai Top View Side View U.S.Patent 5,603,580 i (except THA29) 11"for THAC422 a 2W for THA422-2 _..__ and THA426-2 THAC422 Available with additional corrosion protection.Check with factory. 'Dimensions Fasteners' - DOu I�fr LarclUSoutbern�lne Spruce-Pine-Fir Minimum Mill, b14111 ' Allow_ ableLoads4 Code Carried = Model Ga Carrying Carried Dpp1 tta UplittxSnow Roof Roof Ref. No.: _ _ (135 '{100) (115 (12$1 1133& (100) (115) (125) Member W' H C Member Member To ii Face Strai ht S1antT 16 ) _ _� — — - - -_:- -- -9�-- - --- 60) MINIMUM NAILING-TOP FLANGE - -- - _ -- z 2x4_ LT HA29 _� 18 1'/e 9"/,e t.5'/a 4-16d 4-10d = 410d 56b_ _226Q 231Q-2350,;; 480 1740 1785;_ 1515 - 184 140____ 0 2x6HA213 18 1.'A 135/, 5'h 1 4-10d 2-1Od 4-1 Odxl%2 - - ! 1615 1615 1615 - 1280 1280 1280 1,84, W 2x6 THA_218_ 18 1'/a 171/,6 5'/11 4-10d 2 104 4.10dx1%2 - -- 1615 1615 1615 __ 1280 1280. 1280_ 121,140 2 2x10:THA21$2 i6 3'%u 17 ,e 8 4-16d 2-16d :6-16dx2Ye 3635 '1$3 1635' 1465 1A65 1465 Q (2 2x10 THA222 2' 16 3Ye 22Vie 8 4-16d 2-16d 616tlx2'/z 1635.1635 -16$5.. 1A65 14b5 1465' 1,64 121,129_140 n 46_ THA413_ 118 3% 13-1/,6 4/2 4-10d 2_10d_ 4-10d _ — - 1615 1615 1615 _ 1280 1280 1280_ 1 84 0 4-16d 2-15-16d 4x10 .THA418 " 16 V 17'/7. .7r/n 6d' ^ ' - -r'= "'1635 1&35 :1635' - 1465 1465 1465 121.140 g 4x10,] THA422 16 3a 22 7?/e 4-16d 2-1_6d 6164 .1635 - 1465 1465 1465' _ 46 - - 4x10 THAC41$ 16 35h 17Yz '7r/a _fib 2 t6d;" 6 16d ;;. .x1635. 1635 "1635` - 1465 1465 1465 127 N 4x2 truss THA426 i 14 1 36/e 1 26. 7r/a 1 4-16d 4-16d 6-15d - - 2425 2425 2425 I - 1940_1940 1194 170 MAXIMUM NAILING ALL NAIL HOLES FILLED 2x4 =THA29 18 15/e 9"/,c's5'/s 16 10d -_` _ 410d_ $EO 4`2125 2330 2350` 480 1740 1785 1815` 1,84,140 © 2x6 THA213 18 1'/ 13'/,n 5'/<i - 14-10d - 4 lOd 930 1795 1840 1870 780 1385 1425 1450 1 154 2x6 _THA218 - 18 15/e 17a/,e 5'/z -_ 18-10d - 4-10d 930 1795 1840 1870L1355 0 1385 1425 1450 121,140 -i212x1_Oti THA218 2 16 _31e_17i1A6 8_ =16-16d - _ 616dd� 15511 '2830:" '3050 =3050 _2385 2740 28202 2x10 THA2�22-2 16 3ile 22Yie 8 - 22-16d - 6 t6d> 1650 35 D3595' 365055 2705 2775 2820 1,84,121,129,140 4x6_ THA413 18 3_5/e 135/_6 4/2 14-10d - 4-10d 930 1940 2235 2400 780 1660 1910 2075_ 1,84, 4x10 THA418,` 16 3s/a 17'/a P/a 16164 - _ 6-i6di 115 2830 3050 '3050: 1355 '2385 2740 2980 121,140 ® 4x10 THA422' 16 3'/e 22 7r/e 22 1$d 6-16d-- 1 50;.,3630 4090 4145`. 1355 3075 3145 3195 -- ---- ---- 4x10 THAC41$ 16 35/e 17'h '7rh 16 t6d 6-1___ 1 Q':, 834 3050= 3t15D< 1355 :2385 2740 12980, _ 127 _ -._ - 4x2 truss j THA426 14 3`A 26 171/. - 30-1641 - 6 164 1 15 4020. 4625 4655 1355 3480,4000,4030 170- FACTORY 70_ - -- - - _ _ FACTORY SKEW 5°_ _ _ _ __w _91-6 4x tN55 THAR/1_422 16 3`-:, 22% 8 4 1Od 2 104 1-10d 2-10dx1Yz , 1090 1090 109Q> - 915 915 915 47, 4xlN5S' THAR/L422 16 3-:, ,225/a 8 4-1Od 12104 1-tOd' 2-104x1'/z 10`` 1675 16711..1675 260 1405 1405 1405 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 4.THAR/1_422 with 4-10d top nails and 2-10d face nails:When the hanger height is between 9•to 12". 2.Uplift has been increased 33%and 60%for earthquake or wind loading the allowable download is 1440 lbs for DFL and 1210 lbs for SPF.No further increase allowed. with no further increase allowed:reduce where other loads govern. ;`, tl�'. 161 11 H?"rU , i Inr n 10 ?'' !t rF e zp -n "> r'ia .3..I}oq 3-Roof loads are 125%of floor loads unless limited by other criteria u'�9 °,.�tia'je " `' 85 SKEWED 45' '1 At This product is preferable to similar connectors because of a)easier installation, -� Az b)higher loads,cl lower installed cost,or a combination of these features. A' p Standardized 45°skewed hangers,angled slots direct nails ¢ e o to allow proper installation. �° ' ° ° �= MATERIAL:SUR and SUL-16 gauge; HSUR and HSUL-14 gauge n o FINISH:Galvanized.Some products available in Z-MAX; HSUR see Corrosion-Resistance,page 5. t p HSULCm INSTALLATION:•Use all specified fasteners.See General Notes. 4 d ° Available for H •These hangers will normally accommodate a 40°to 50°skew. 2-2x and 4x b •Illustration shows left and right skews SUR/L ' models only (SUR=skewed right;SUL=skewed left). •The joist end maybe square cut or bevel cut. ' 1 / t OPTIONS:•Available with the A2 flange turned in on ,L is �,� '44 the 2-2x and 4x models only(see illustration). Typical SURTypical SUL •To order,add"C"(for concealed)to the product name. Installation with I�'`a ,- a,� Installation with SUL Square Cut Joist •For example,specify HSURC46,HSULC46, (HSUR similar) I Square Cut Joist �' � t SURC46,or SULC46. /� (HSUL similar) o_ I, _<5• °- CODES:See page 10 for Code Listing Key Chart. P� Q T ` + 0F1SP SpecIes'Header SPF Species Heatley -- Dimensions Fasteners r{k 1 Allowable loads All Loads -- b - - Code Joest Model A g Abof Roof Ref. Q Size No. uPP t`UphIt PUpli)! Flgor Snow Const Uplift Uplift Floor Snow Const W H B At Az Face Jolsl I(ieo) {tOD) (133) (160) 000)- (115) (1z6) -- 2x4 SUR/1-2419/+c I 3'h I 2 1'/e 1'/� I 4 16d ` 4•tOdxt'ii 450 450 530 j 610 665 I 415 I 450 460 530 575 y 2x6 8 SUR/1-26 1y/s 5 2 1'/8 1�,s 6.16d 6-tOdx1'h -720 765 800 960 1000 1 625 1 750 690 795 860 2x10,12 SUR/1-210 T 1s/s 8'G 2 1'/e[�T 0-16d 110-10*11 1111 };1200 1250 1330; 1530 1660 1040 1250 1150 1320' 1440 2x14 SUR/1214 1y/,e -10 2 2•16d 1 12-10dx1'h n 1 17 1440 1730' 1595 y 1835; 995 1250 1600 1380 15¢5 1725 26,83,140 3x10,12 SUR/1-310 2yi,a S15J,6 2s/s 1yz4-16d 610dx1'h ' 720 765 1860 2140 2330 625 750 1 1610 1785 1785 3x14 SUR/1-314 2/,s 1 13 2�e 1'h f 2 18-16d 8 tOdxt'/z 9 960 1150 2395 2500 2500 1830 1000 1795 1795 1795 9 _ __ (2)2x6,8 SUR/1-26 2 3'/e '4'§4s 2�'a 11/° 24+e 8-16d ` 4.16dx2'h 1' 710 815 1063'1225 it 1330 615 735 920 1005, 1005 B HSUR/1-26 2 3'h '.4'�,s 2Tltd ,1'/° -2�/c 12-16d , 4-16dx2'h 6 11 i 716 ff15 y 1610 1890il 0` 620 740 1390 1600' 1740 33,83 (2)2x10,12 SUR/L21( 1 3'/e { 8"/+s 21A1'/is 23A 14-16d 6-16dx2'/z 7 t; 1065 1275 1860 2140 2330 920 1105 1610 1850 2010 26,83,140 j 26,83,140 (2)2%10 12 HSURlL210 2 3'/e 8"/'s 2'/'s 1'/4 2'As 20-16d 6-16dx2'h 1070 1285 2680 3080 3350 9_30 1115 1 2320 2670 2900 33,83 P- ---- (2)2x14- 1 SUR/1-214-2 3'/s 12"/+s 2T/s; Yh 2+s 18 16d', 8-16dx2'h t3 } 1430 E-1700 2395: 2500 '2500 1225 1470 1795 1795 1795 _ (2)2x14 HSUR 1-214 2 31/s 12"/is 2xJ,6 ,t'/+ 2Yis ?6 1fid , 8-i6dx21h 1 if r ;,1430;,1?15'3485:' 4005 s 4356 1235 1485 ,3015 3470` 3770 33,83 --- _ -- -_ - 4.16d 710 1 815 1065 1225 1330 1 615 735 920 1005 1005 26 83,140 1 4x68 SUR/1-46 3'/,e: 4% 2' 1 �2Yib 8-16d _ - 57 +1 �- 83 - /4 -- - --- 3/+s 41° 12/s 83 - - 1 �23s 12.16d 4-16d 715 815 1610 1850 2000 620 740 1390 1600 1740 33, 1 4x6 8 HSUR/1-46 -T--- -- -- ( 4x10 12 SUR/L410 39Js 8'h 2V1s 16d_ 6 16d, F,t3 1065 41275 5 186q 2140 2330 920 1105 1610 1850 2010 26,83,140 -- 4 _. l - 4x10.12 HSUR/1-410 39Js 8'h 27/is 1 2V,6 20.164 6 164 '2'1`;n' 1070'. 1285,2680 3080 _3350 930 1115 2320 2670, 2900 33,83 `------- 39/s 12'/z 2Y,s 1 2 Ys l 18-164 8.164 i! 1420 1700 2395 2500 2500 1225 1 1470 1 1795 1795 1795 ,83,1 4x14 SUR,/1-414 1430 li 1715 3485 4005 4355 1235 1 1485 13015 3470 3770 2633,8340 31s 112'/z12'/,e 1 234s 26-164 6 164 - - 4.14 HSUR/L414 _ ___ _ J--. -- - 1.Uplitt loads have been increased by 33%and 60%for earthquake or wind 2.Roof loads are 125%of floor loads unless limited by other criteria. loading with no further increase allowed;reduce where other loads govern. C7 Z MULTIPLEMSC SEATCONNECTORf z � F o INSTALLATION:•Distribute the total load evenly about the centerline to avoid eccentric loading. / H2 •Fasten all built-up members together as one unit. M, N •Net height will be calculated based on specified valley member depth 8 and slope by the factory unless noted otherwise. �w2 SLOPED AND/OR SKEWED VALLEYS ° g •The valley stirrups can be sloped and skewed to 45°. Typical MSC4 RIDGE CANNOT BE o •The total design load of the hanger is split between the ridge(20%)and each valley(40%). yP SLOPED OR SKEWED S •For two valley connections with no ridge member,divide the total load by two for each valley load. Installation MSC1.81 with CODES:See page 10 for Code Listing Key Chart. Valleys skewed 45°, Down and sloped 0° Dimensions Fasteners Hips Allawablelloads Gode 1.Valley loads are for each valley. Motley 1Avg (100&125) No. I W H TF L II Header, Joist Max; Max. Ret 2.Other valley edge load f (Min), Skew Slope !Ulf Valley Ride Total distributions are allowed 18-104x1 1/2 0` 2535 1265 6335 provided the sum of all three MSC2 19/,e 1 5,12 27/s 12 1 10-16d 45 I carried members is distributed MSC4 with 26 10dxl 45` _ 2010 1005-5025 symmetrically about the center i ll - -- 18 104x11/z 0 ]2535 1265 6335 6,39 Valleys MSC1.811 113/1s i 51/ i 27/s" t2 10-16d 45 of the hanger and combined (l 2610dx1'h 45' 2010 1005 5025: sloped and _- do not exce d the tota to skewed 45 e P ad. Ne,. - 0, 3335 1665 8335 3.MSC4 is also available m 18-10d __ } - RIDGk ° MSC4 39is 7Vz 2'/s 18 10-164 i 26-104 45 45' 3335 1665 8335 3Ys'Glulam width. 18-164 0` 6450 3220 16120 170 4.MSC5 is also available in vnuEY/ ' MSC5 5'/4 9112 27/e 1 26 113 164 I 26-164 45 145' 5340 2675 13355 widths up to 5/2". 67 L z z3 n n-° n a n9 p .� ocroz X, Kz� v, m u u °aid �— �mC) z > as n m a col 1 �� cp >-'o•�xN � 0 3 �o�n` n t p + nN �� C >-0 oo0ZZC:,m•�n a �an�a X + p n o -3a Z-Z0. tn> 9nC/�p o+ ncn a not:) 9 p + c a ��rn o aam70 0 70 '�► a0 3x �nC �0or m apo �J� �" Z -3 zz O [T)2--3n n t*l� a m "e>" a n na�121 3mz� PO x o om o c21Ln ��no i=HHS" d O + () '*]O��] iV '.�JCT]Cnz p VT �� + O ii a acn-1) max zvin �c a --3 "I m d a f �'a n - r�a o f a c. " O n r OM >Z3 M, W`""'ice co r ,z-3 �oo� �ac�il zr"o,.r� c ZoI aAz�` C -� a n --3�U xZ ln]CT 70 U) n 5021 � �n a Yl4„ L" w om a �'27c Ado$ z�o��f vi ICT) CZi] ,:fin S moo.. 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CJ D Z „q� �D o o r- r =R c- �• L, n >ro (V N o � °z 0 0 0 0 0 c M v N Cn C n � m c... n �2 O Lo -2 Un `d C O C to cD BOISE" Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-05 'BC CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-05 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TI NGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: + + + + + + ♦ '+' T +_�' _ + + ♦ ♦ '3! + ♦ T T + + T T + T b ♦ ♦ ♦ + + + N. b ( SSC i.AL —` z ,� a' L � a,xd. 11-11-00 B1, 1-3/4" B0, 1-3/4" LL 715 lbs LL 715 lbs DL 1887 lbs DL 1887 lbs RLL 536 lbs RLL 536 lbs Total of Horizontal Design Spans= 11-11-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area . Left 00-00-00 11-11-00 40 psf 15 psf 03-00-00 2 Unf. Lin. Left 00=00-00 11-11-00 0 plf 220 plf n/a 3 Unf. Area Left 00-00-00 11-11-00 12 psf 30 psf 03-00-00 Controls Summary Value %Allowable Duration Load Case_ Span Location Disclosure POs. Moment 7753 ft-Ibs 20.7% 100% 1 1 Internal Completeness and accuracy of input must End Shear 1988 lbs 18.7% 100% 1 1 - Left be verified by anyone who would rely on 4 1 output as evidence of suitability for Total Load Defl. U1430 (0.1") 16.8% particular application.Output here based Live Load Defl. U3586 (0.04") 10.0"/o 4 1 on building code-accepted design Max Defl. 0.1" 10.0"/0 4 1 properties and analysis methods. Span/Depth 8.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (0240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC@,BC FRAMER(D,AJST"' Minimum bearing length for BO is 1-1/2". ALLJOIST@,BC RIM BOARDT'" BCI), Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM@, VERSA-STRAND-,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. 17i d a c a a minimum= 2" c=6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails 5 Page 1 of 1 Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-06 BOISE'" -BC C,ALCb 9:2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-06 Address: LOT 7 OCEAN BREEZE CT Specifier: Designer: RICHARD TINGLEY City, State, Zip: , Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: � �- 2 _--7 ♦ I T_1L 7 --- ♦ 1 'I `• *_i 7 `►_moi. 1Y 7 1 1 `I� ` 77 03-06-00 B1,1-3/4" B0, 1-3/4" LL 619 lbs LL 2430 lbs DL 645 lbs DL 1392 lbs Total of Horizontal Design Spans=03-06-00 Load Summary Live Dead Snow Wind Roof Live Ta Descri tion Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 03-06-00 40 psf 15 psf n/a 00 . 2 Unf. Lin. Left 00-00-00 03-06-00 0 plf 220 plf n/a 3 Cone. Pt. Left 00-00-00 00-00-00 2039 lbs 833 lbs n/a 4 Unf. Area Left 01-00-00 03-06-00 40 psf 15 psf 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1054 ft-lbs 2.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 324 lbs 3.0% 100% 1 1 - Left be verified by anyone who would rely on 1 1 output as evidence of suitability for Total Load Defl. 043908 (0.001") 0.5% 1 1 particular application.Output here based Live Load Defl. U92626 (0") 0.4% on building code-accepted design Max Defl. 0.001" n/a 1 1 properties and analysis methods. Span/Depth 2.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (0240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER@,AJST"' Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTm,BCI@, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 minend bearing+ SYSTEMO,VERSA-LAMO,VERSA-RIM 1/2 intermediate bearing PLUSO,VERSA-RIMO, VERSA-STRANDTM,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d a i C a I. a minimum = 2" c=6" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-07 B(� CALM 9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-07 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: � _.Y k4a ,� 08-04-06 130,1-3/4" B1, 1-3/4" LL 84 lbs LL 84 lbs DL 758 lbs DL 758 lbs RLL 502 lbs RLL 502 lbs Total of Horizontal Design Spans=08-04-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 08-04-06 40 psf 15 psf 00-06-00 2 Unf. Lin. Left 00-00-00 08-04-06 0 plf 110 plf n/a 3 Unf.Area Left 00-00-00 08-04-06 12 psf 30 psf 04-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2810 ft-lbs 6.0% 125% 55 1 - Internal Completeness and accuracy of input must End Shear 892 lbs 6.7% 125% 4 1 - Left be verified by anyone who would rely on Total Load Defl. U6778(0.015') 3.5% 55 1 output as evidence of suitability for Live Load Defl. U15553 (0.006") 2.3% 55 1 particular application.Output here based on building code-accepted design Max Defl. 0.015' 1.5% 55 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes Design meets Code minimum U240 Total load deflection criteria. building codes.To obtain Installation Guide g ( ) or ask questions,please call Design meets Code minimum (U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". AL JOIST@CALCOD,BC FRAMER®,AJST'" Minimum bearing length for B1 is 1-1/2". BOISE GLU M RIM BOARD TM,BCIG Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ BOISE MO,VE S SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDTM,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. �{b ► d a c i a V a minimum = 2" c= 6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Double 1-314" x 16" VERSA-LAM(g) 2.0 3100 SP Floor Beam1BM-08 BC CALM 9.2 Design Report- US 2 spans No cantilevers 0/12 slope Monday, February 27,2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-08 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: \5/ 4 : 7 v v v v s 9 v v X_ v_ 4 X— r. ► ► v v v v v v v v v v v v v v v _/ v v v v v v v v r v v v v v v v v �� k '` ✓x x d s� 't ?fif t �;a r}ay � 1 fit' *.. Y �$F v,.�i�� f�,r �,t peer rr��,ar �r # ? � � -`':'+Ay,a s v?'»� rt�� L 12-03-10 04-09-00 130,1-3/4" 61,3-1/2" B2,1-3/4" LL 2122 lbs LL 7704 lbs LL 657 lbs DL 3651 lbs DL 7293 lbs DL 0 lbs RLL 1834 lbs RLL 2160 lbs Total of Horizontal Design Spans=17-00-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 13.3_% 125% Trib. 1 Standard Load Unf.Area `Left 00-00-00 17-00-10 40 psf 15 psf 00-06-00 2 Conc. Pt. Left 01-11-00 01-11-00 715lbsl887lbs 536lbs n/a 3 Unf. Lin. Left 01-11-00 12-11-00 0 plf 220 plf n/a 4 Conc. Pt. Left 12-11-00 12-11-00 573lbs 251 lbs n/a 5 Conc. Pt. Left 05-11-00 05-11-00 675lbs 277 lbs n/a 6 Unf. Area Left 06-11-00 12-11-00 40 psf 15 psf 06-03-00 7 Unf.Area left 01-11-00 07-09-00 12 psf 30 psf 07-09-00 8 Unf. Area left 01-11-00 17-00-10 40 psf 15 psf 06-03-00 g Unf.Area Left 00-00-00 05-11-00 12 psf 30 psf 04-06-00 10 Conc. Pt. Left 05-11-00 05-11-00 84lbs 758 lbs 502lbs n/a 11 Unf. Area left 05-11-00 12-03-10 40 psf 15 psf 04-02-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 21369 ft-lbs 45.8% 125% 55 1 - Internal Neg. Moment -18104 ft-lbs 48.5% 100% 1 1 -Right End Shear 7280 lbs 54.7% 125% 55 1 - Left Cont. Shear 7464 lbs 70.1% 100% 1 1 -Right Uplift 4237 lbs n/a 55 2- Right Total Load Defl. U726 (0.203") 33.0% 55 1 Live Load Defl. U1315 (0.112") 27.4% 55 1 Total Neg. Defl. -0.022" 4.4% 55 2 Max Defl. 0.203" 20.3% 55 1 Span/Depth 9.2 n/a 1 Cautions Uplift of 4237 lbs found at span 2- Right. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-7/8". Minimum bearing length for B1 is 6-1/2". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Page 1 of 2 BOISE" Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-08 B'C C.ALC@ 9.2 Design Report- US 2 spans No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-08 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must a i be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based c on building code-accepted design T' properties and analysis methods. Installation of BOISE engineered wood a products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum = 2" C= 6" or ask questions,please call (800)232-0788 before installation. b minimum = 3" d = 12" BC CALCO,BC FRAMER@,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARD T"',BCI@, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-STRAND TM,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. i i i Page 2 of 2 BOISE" Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-09 BC CALLt®�:;.2 Design Report- US 2 spans Right cantilever 1 0/12 slope Yi-lild 14 Monday, February 27, 2006 14:44 File Name: 67429.BCC Job Name: 67429 Description: BM-09 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 8 64 7, 3 10 —3 iL L_ _7 Yew s w 9. �_L7 w w �' w y 1 w •5.Y�-.mow w w ♦ w � w w w v .r ♦ � w � w �w � w ,r w 7777 r ,i' 'Cr 12-11 00 02-08-00 B0, 1-3/4" 61,3-1/2" LL 2047 lbs DL 3606 lbs LL 6816 lbs RLL 1787 lbs DL 5949 lbs RLL 1137 lbs Total of Horizontal Design Spans= 15-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 15-07-00 40 psf 15 psf 00-06-00 2 Conc. Pt. Left 01-11-00 01-11-00 715lbs1887 lbs 536lbs n/a 3 Unf. Lin. Left 01-11-00 15-07-00 0 plf 220 plf n/a 4 Conc. Pt. Left 10-00-12 10-00-12 2340 lbs 1392 lbs n/a 5 Unf. Area Left 00-00-00 10-00-12 12 psf 30 psf 01-09-00 6 Conc. Pt. Left 09-11-00 09-11-00 708lbs 193 lbs n/a 7 Conc. Pt. Left 15-07-00 15-07-00 2783 lbs 1200 Ibs n/a 8 Conc. Pt. Left 05-11-00 05-11-00 675lbs 277lbs n/a 9 Unf.Area Left 06-11-00 09-11-00 40 psf 15 psf 06-03-00 10 Unf. Area Left 01-11-00 09-11-00 12 psf 30 psf 07-09-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 25227 ft-lbs 54.0% 125% 55 1 - Internal Neg. Moment -11557 ft-lbs 31.4% 100% 16 2- Left End Shear 7275lbs 54.7% 125% 55 1 - Left Cont. Shear 7691 lbs 72.30/6 100% 1 1 -Right Total Load Defl. U484 (0.32") 49.6% 55 1 Live Load Defl. U818(0.19") 44.0% 55 1 Total Neg. Defl. -0.198" 39.5% 55 2-Cantilever Max Defl. 0.32" 32.0% 55 1 Span/Depth 9.7 n/a 1 Notes Design meets User specified (L/240)Total load deflection criteria. Design meets Code minimum (2xU240) Live load deflection criteria for cantilever spans due to roof loads. Design meets Code minimum (U360) Live load deflection criteria for non-cantilever spans. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-7/8". Minimum bearing length for 61 is 5-1/4". Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 ==.=f====---------------------==JOB DESCRIPTION:==67429D-----_______- ,SUPPORT REPORT WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN-- - WIND� CODF;. ASCE 7-02 NG T . TRUSS TRUSS SUPPORT SUPPORT BEARXLOCIft . YLONG CIft . MAX•+# REACT. MAX. -# -PLFTIN#- DESC SPAN-ft SIZE in. TYPE - o=OOp==-39 . 000----3315 -3747 E60 3-PL 30 - 000 8 . 000 WALL -6880 E60 3-PL 30 . 000 5 . 500 WALL 29 . 542 39 . 000 6086 - -------- ------- -- -- -- ------------ -- - --- -- --------- ---- ------ -- -1510 E61 30 . 000 8 . 000 WALL 0 . 000 39 . 000 1353 -1510 1353 E61 30 . 000 5 . 500 WALL 29 . 542 39 . 000 -- -------- --- - - __ _ ---- ----- - -------- -- 0 . 000 39 . 000 1351 -1507 E62 30 . 000 8 . 000 WALL -- ---------- --1507--- E62 30 . 000 5 . 500 WALL 29 . 542 39 . 000 ---1351 - ---- ----- --- ---- -2742 0 . 000 39 . 000 2493 -6116 ------ --- E63 2-PL 30 . 000 8 . 000 WALL E63 2-PL 30 . 000 5 . 500 WALL 29 . 542 39 . 000 5575---------- ------ -- -- - ----- -1090 ---- -- ----------- E64 21 . 500 8 . 000 WALL 0 . 000 39 . 000 1000 -977 E64 21 . 500 3 . 000 Special 21 . 250 39 . 000 901 -- --- ----------- -- - -- -------- ------- -2546 E65 21 . 500 8 . 000 WALL 0 . 000 39 . 000 2227 -1804 E65 21 . 500 3 . 000 Special 21 . 250 39 . 000 1618 ----- -- --- - ------- --- --------- ------- ----- --- --- ------- ------------000- -1073 G66 21 . 000 8 . 000 WALL 0 . 000 39 . 000 982 -1001 G66 21 . 000 3 . 000 HUS26 20 . 750 39 . 073 884---------- -- --- - --- ----- ------ ----- -- --------- - --------- ----------------- -- -1069 G67 2-PL 21 . 000 8 . 000 WALL 0 . 000 39 . 000 977 973 G67 2-PL 21 . 000 3 . 000 HGUS28-2 20 . 750 39 . 073 882 G68 16 . 675 8 . 000 WALL 0 . 000 39 . 000 799 -880 -779 G68 16 . 675 3 . 000 HUS26 16 . 427 40 . 156 699---------- ---- - ------- ----- ------------ --- --- ------- -------------- --------- -2796 H69 12 . 500 150 . 000 WALL 0 . 000 39 . 000 --------- -- ------- ---- ------- - 2194 - --- -- ----- -- -- -- ----- ----- -------- -677 H70 12 . 500 5 . 500 WALL 0 . 000 39 . 000 609 677 H70 12 . 500 5 . 500 WALL 12 . 042 39 . 000 609 - ------------ - --- -- -- ---- --- -585 --- ------ ----- H70 Alt 12 . 500 3 . 000 HUS26 0 . 000 39 . 000 530 -585 H70 Alt 12 . 500 3 . 000 HUS26 12 .250 39 . 000 530 _ ___ -- ---- ---------- ---------- _ _ ---------------- -3245 I71 2-PL 13 . 000 5 . 500 WALL 0 . 000 39 . 000 2872 -677 I71 2-PL 13 . 000 3 . 000 HGUS28-2 12 . 750 39 . 000 571 -3246 I71 2-PL 13 . 000 3 . 000 Special 12 . 750 41 . 563 2984 - ------ ------ ------ - - --- --------------------- -- ------ -691 172 13 . 000 5 . 500 WALL 0 . 000 39 . 000 642 -622 172 13 . 000 3 . 000 Special 12 . 750 39 . 000 539---------- ---- ____ _ -------- -------- _ ______ ------- ----------- -708 596 173 13 . 000 5 . 500 WALL 0 . 000 39 . 000 637 173 13 . 000 3 . 000 HUS26 12 . 750 39 . 000 545---- ------ _ --- -- --------------- --- -- ------------ ---- ------- ----- ------- - ---- -1078 I75 13 . 000 5 . 500 WALL 0 . 000 39 . 000 935 -913 175 13 . 000 3 . 000 HUS26 12 . 750 39 . 000 843------ - -- -- -- _ _ ------- -- -462 J76 8 . 708 5 . 500 WALL 0 . 000 39 . 000 463 J76 8 . 708 3 . 000 Special 8 . 458 39 . 000 355 - -447 __ ------- ---- - -1354 J77 7 . 000 5 . 500 WALL 0 . 000 39 . 000 1166 ------ ---- --1123--- J77 7 . 000 3 . 000 HUS26 6 . 750 39 . 000 1021 - -- -- -- ----- ----- ------- - ------ - -------- ------- ------ -632 K78 11 . 500 5 . 500 WALL 0 . 000 41 . 000 572 K/'p 11 . SUU 5 . 5UU WALL 11 . U42 41 . 000 5 /2 -U-3.2 - - - - ---- ----- - - - -- - - --- -- - -- - - - - - - - - - - - --- - - - -- - -- - - - - - - - -- - - -- --- --- --- - 1t�9 11 . 500 5 . 500 WALL 0 . 000 41 . 000 1115 -1414 K79 ` 11 . 500 5 . 500 WALL 11 . 042 41 . 000 1115 -1414 - - - - - ------- - --- -- ----- - - -- -- - -- - - - - --- ---- -- --- -- - - EJ80 7 . 000 5 . 500 WALL 0 . 000 39 . 000 393 -394 EJ80 7 . 000 1 . 500 NAILED 7 . 000 39 . 000 109 -180 EJ80 7 . 000 1 . 500 NAILED 7 . 000 41 . 458 171 -328 - --- -- ----- ------- ----- -- ---- - --- ---- - -- --- --- ------------ - EJ81 5 . 000 5 . 500 WALL 0 . 000 39 . 000 312 -317 EJ81 5 . 000 1 . 500 NAILED 5 . 000 39 . 000 74 -180 EJ81 5 . 000 1 . 500 NAILED 5 . 000 40 . 792 117 -227 --- -- ----- --- ---- ------------- ---- ----- ------- - - - -- - --------- -- - ---- HJ82 D45 9 . 899 11 . 314 WALL 0 . 000 39 . 000 455 -564 HJ82 D45 9 . 899 1 . 500 NAILED 9 . 899 39 . 000 429 -288 HJ82 D45 9 . 899 1 . 500 NAILED 9 . 899 41 .444 214 -414 --------- ----- -- --- -- ---------------- -------- ------ --- ---- --------- ----- -- HJ83 D45 7 . 071 7 . 778 WALL 0 . 000 39 . 000 294 -389 HJ83 D45 7 . 071 1 . 500 NAILED 7 . 071 39 . 000 115 -180 HJ83 D45 7 . 071 1 . 500 NAILED 7 . 071 40 . 777 191 -327 -------------- -- ---------- ------------ - ------------------ - - - ------------------- CJ84 1R 5 . 037 8 . 000 WALL 0 . 000 39 . 000 314 -318 CJ84 1R 5 . 037 1 . 500 NAILED 5 . 037 39 . 000 75 -180 CJ84 1R 5 . 037 1 . 500 NAILED 5 . 037 40 . 804 118 -229 ------------- - -- ----- --- -------- ------ - ------ ----- ------- --- --- ------------ ---- CJ85 3R 3 . 037 8 . 000 WALL 0 . 000 39 . 000 239 -249 CJ85 3R 3 . 037 1 . 500 NAILED 3 . 037 39 . 000 39 -180 CJ85 3R 3 . 037 1 . 500 NAILED 3 . 037 40 . 137 60 -180 -------------- -- -------- -------- ------ - ------- ----------- --------------- ------ - CJ85 Alt 3 . 037 3 . 000 HUS26 0 . 000 39 . 000 134 -180 CJ85 Alt 3 . 037 1 . 500 NAILED 3 . 037 39 . 000 49 -180 CJ85 Alt 3 . 037 1 . 500 NAILED 3 . 037 40 . 137 75 -180 -------- ------------------------------------------------- -- - ------------ ------ - CJ86 3R 1 . 037 8 . 000 WALL 0 . 000 39 . 000 209 -271 CJ86 3R 1 . 037 1 . 500 NAILED 1 . 037 39 . 000 34 -5 -180 CJ86 3R 1 . 037 1 . 500 NAILED 1 . 037 39 .471 91 -36 -180 --- ------------- ----- -------------------------------------- - -- - ---------------- EJ87 4 .458 5 . 500 WALL 0 . 000 41 . 000 293 -266 EJ87 4 . 458 1 . 500 NAILED 4 .458 41 . 000 65 -180 EJ87 4 .458 1 . 500 NAILED 4 . 458 43 . 284 103 -228 --------------------- --- -------------- -- ------------------- -------------------- HJ88 5 . 021 6 .235 WALL 0 . 000 41 . 000 279 -343 HJ88 5 . 021 1 . 500 NAILED 5 . 021 41 . 000 140 -180 HJ88 5 . 021 1 . 500 NAILED 5 . 021 43 .255 192 -337 --- ------------- ----- --- ----------------------------------- -------------------- HJ89 3 . 743 5 . 835 WALL 0 . 000 41 . 000 281 -278 HJ89 3 . 743 1 . 500 NAILED 3 . 743 41 . 000 50 -180 HJ89 3 . 743 1 . 500 NAILED 3 . 743 42 . 706 79 -180 ----------------------- ----------------- -- -------------- --- --- ------------- ---- CJ90 1 . 974 5 . 500 WALL 0 . 000 41 . 000 209 -213 CJ90 1 . 974 1 . 500 NAILED 1 . 974 41 . 000 26 -180 CJ90 1 . 974 1 . 500 NAILED 1 . 974 42 . 042 52 -180 --- ------------- -------- -------------- - ----- --------- ---- -- ------ ---- --- ------- CJ91 3 .488 5 . 500 WALL 0 . 000 41 . 000 155 -180 CJ91 3 . 488 1 . 500 NAILED 3 . 488 41 . 000 57 -180 CJ91 3 . 488 1 . 500 NAILED 3 .488 42 . 605 85 -180 --- ----------- -- - ---- -------------------- ------ --------- - -- --- --- ------- --- --- - Alpine Engineered Products, Inc. k 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate.of Authorization Number:567, Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:I SV4235-ZO401151220 Truss Fabricator: Lumber unlimited Job Identification: 67429D-RICHARD THOMPSON CORP. L/7 OCEAN BREEZE CRT. (67429DI-RICHARD THOMPSON CORP.-L/7 01 Truss Count: 33 Model Code Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.24. ` Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02--Partially Enclosed Notes: Seal 15,atd-6_3/01/200� 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss - record, as defined in ANSI/TPI l James F.eiiliylsJr. ' ' Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder, trusses are consistent with the truss layout provided by Lumber Unlimited 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: HCUSR235 Details: 140GS-GBLLETIN Ref Description Draw"in Date'-,. 1 62625--160,3-PLY 06060033 03/,01/06 2., 62626--E61 b6060001 .D3/01/n6 3 X2627 -E62 06060kI2 03/01f06 4 62628 -E63 2-PLY 060662 03/O1/Or 5 ' 62629r=E64 66066tl'a3 03)01/06 6 62630--E65 X6060030 03/01/06 7 62631'-G66 D$0600:04 03/01/06 8 62632 G67 2 PLY p60fip005 03/01/064 9 62633- G68 06060 0(}6 . 03J01i06 10 62634=''-H69 06060007 '03/01%06 11 6263$--H70 06060008 03/01/06 12 62636-170 Alt Bearing 06060009 03/01/06 13 62637--171 2-PLY 06060031 03/01/06 14 62638--172 06060010 03/01/06 15 62639--173 06060011 03/01/06 16 62640--175 06060012 03/01/06 17 62641--J76 06060013 03/01/06 18 62642--J77 06060029 03/01/06 19 62643--K78 06060014 03/01/06 20 62644--K79 06060015 03/01/06 21 62645--EJ80 06060016 03/01/06 22 62646--EJ81 06060017 03/01/06 23 62647--HJ82 D45 06060018 03/01/06 24 62648--HJ83 D45 06060019 03/01/06 25 62649--CJ84 1R 1L 06060020 03/01/06 26 62650--CJ85 3R 3L 06060021 03/01/06 27 62651-CJ85 Alt Bearing 06060022 03/01/06 28 62652--CJ86 3R 3L 06060023 03/01/06 29 62653--EJ87 06060024 03/01/06 30 62654--HJ88 06060025 03/01/06 31 62655--HJ89 06060026 03/01/06 32 62656--CJ90 06060027 -03/01/06 33 62657--CJ91 06060028 03/01/061 Illi INIo 11 I'll's � M } l2) M C) O l0 O N d - N \ p LO Ln -D V LC) n ^ O o J Ln M M M M N M M Ln V LO O N J M N N U N N cn-- r 2 Z W W Z w n -0U W F- 3 Cl O W O' cW Q CK- W = � c N v�•3 � p p 2 N W '7 D U V r- W W LL W W a a •d o N N N N V) d vl U X i d d d W W W N Z W O J Q w O O O O O m O O I� Ln O N ¢ - a m dl ¢ O w O a Q ,- V) Q C) V LLJm 3 p Q a o O J J J J J w Z U w O O _ LL U U U U O d j a a)d N O Ln c d Q W0 y af 3 o t7 a o c o o III ? o co , L•m w x W m o o v v ro c ch v co •• N = = O ro 4J 4--J • Q LXn • •�••, V) �--�O O �- L E D '- t �O Ln d O •� r �•• • U O l0 00 N •oma v a, 4- •m v X 'us W O•t Q 'e Q OQ W d���. v) 'O an E M •••� F O Cl- cn-0-0 ro L 3 Z O 0 LL L C r0 • o)0 0 c -C O N O cLL J-� d d0 U I-U U M N E W N O 1� V w d 3 M of • dJ�1]dY O+� O- ro O O d d U O U (V _ Ln M N - +� - r n X a _ X Ln 41 U^ 41 co O N III ISI N Nt Z _ CD _ - M X X L ON~ �o o v _ p o vo o� o - - w > v •o Ln rn p F— H Z W C K d' • O •L _- - U a N w O O - N Lni.n O w v \N\ W NV) L — p) w •--�O I- .�-+ .-i N - d' M M w L n LCI X r a v m II c7C� L X O N 0 Q Q W Q - W - U N 2 t o N ol n M C J V) w rUr to 3 a - z r _ - _ - C"i J r-y �. -p G) " d O O - X .-j O O O M -- - o - a N N� � oo V)z o O Ln LCI Ln C)N J -O M- U 3 N l0 w�LC1 LP N Q o z u n m 4J d ti O Z U n Ql J--� O lP W Lp E Q Q a d X M O CD .-�.-1 M Li.li li V) U C Ln Q o 2kk J J U D V)V)N OLnOU = X O W 7CCm� Ln M E M Ln > Z p0 Q C co-;I- x x x x o w w cn E U N N N Q m N U CDM: l O W D X l 0 r o O ¢ y o E E rn CD of �o �+ Y L L0 w o 0l0 O �� �. 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InO Jtn � a) N a J W •V W m W p p m W� InZ p0 EW ¢O W + > Vu C O ¢ =dMM W .0.��`S U + U' d0= OC w0 2 ¢O w Jz g x 1-Sw Cw Cr xCN F-2 of �z \ X � pJ •U •¢VY WC w E lnV x �O CL Olo (.7 K K•DW ¢ U@J prn Nm InfZ fw Ntn W H �W ¢ fN r d J ��V o O^-�N OO In i--i to Od'N HN Z w O r Oo QI- F-J tOW Y Q xH Q.r F-U' DC7 .r01/) ZQ �Q A W NOOz �-� W C7J ¢ + 41 11 + Com. pw.. o a �-¢• m¢�n zm + z�F- zz z.-i z BOISE" Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam1BM-20 ,BC CALCO 9.2�Design Report- US 1 span No cantilevers 10/12 slope Monday, February 27, 2006 14:44 Build 141 + File Name: 67429.BCC Job Name: 67429 Description: BM-20 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: �o 12 7777777-71 03-03-08 B0, 1-3/4" B1, 1-3/4" DL 78 lbs DL 78 lbs RLL 99 lbs RLL 99 lbs Total of Horizontal Design Spans=03-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%. 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 03-03-08 12 psf 30 psf 02-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 146 ft-lbs 0.1% 125% 5 1 - Internal Completeness and accuracy of input must End Shear -46 lbs 0.2% 125% 5 1 - Left be verified by anyone who would rely on Total Load Defl. L/1120454 (0") n/a 5 1 output as evidence of suitability for Live Load Defl. L/2009815 (0") n/a 5 1 particular application.Output here based on building code-accepted design Max Defl. 0" n/a 5 1 properties and analysis methods. Span/Depth 1.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (L/180)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (L/240) Live load deflection criteria. (8 ask questions,please call (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2 ALLJOIST®,BC RIM BOARD TM BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + BOISE GLULAMT'" SIMPLE FRAMING SYSTEM D,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, Member Slope=0, consider drainage. VERSA-STRANDTM,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram L.L.C. �bd— a c a _ a a minimum =2" c=6-5/8" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE` Double 1-3/4" x 24" VERSA-LAMO 2.0 3100 SP Roof Beam\BM-21 k CAL C®-9c2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-21 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 12 �3 Cv. + �. yr r __♦ ♦.__s z -� t T__ ♦ t_..' - .z vw v z._i__s. t___a _m !r a V_ t .. s_ r �- r � -_o a._.a y s � s_ r z__._i ♦__�_� �.. � _w.�_y�z ►_s. � e_ ♦ �—� �.._y � _� ��c- � .�r � _.L.J T Y 08-OS-08 B0, 1-3/4" B1, 1-3/4" DL 350 lbs DL 319 lbs RLL 509 lbs RLL 349 lbs Total of Horizontal Design Spans=08-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 08-08-08 12 psf 30 psf 00-06-00 2 Unf. Area Left 00-00-00 06-06-00 12 psf 30 psf 04-00-00 3 Conc. Pt. Left 06-06-00 06-06-00 99 lbs 78 lbs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1864 ft-lbs 1.9% 125% 5 1 - Internal Completeness and accuracy of input must End Shear -607 lbs 3.0% 125% 5 1 - Right be verified by anyone who would rely on Total Load Defl. L/33324 (0.003") 0.5% 5 1 output as evidence of suitability for Live Load Defl. U58023 (0.002") 0.4% 5 1 particular application.Output here based Max Defl. 0.003" 0.3% 5 1 on building code-accepted design properties and analysis methods. Span/Depth 4.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes Design meets Code minimum 0180 Total load deflection criteria. building codes.To obtain Installation Guide g ( ) or ask questions,please call Design meets Code minimum (U240) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJST'" Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDT"' BCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, Member Slope= 0, consider drainage. VERSA-STRANDTm,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c aV_ a minimum = 2" c= 6-5/8" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam1BM-22 1$C CALCC.9.2 Design Report- US 1 span I No cantilevers 10/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-22 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 0 12 - - . 19-06-00 B0,1-3/4" B1, 1-3/4" DL 2236 lbs DL 2186 lbs RLL 4666 lbs RLL 4513 lbs Total of Horizontal Design Spans= 19-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133%. 125% Trib 1 Standard Load Unf.Area Left 00-00-00 19-06-00 12 psf 30 psf 10-06-00 2 Unf.Area Left 00-00-00 08-04-08 12 psf 30 psf 05-09-00 3 Conc. Pt. Left 08-04-08 08-04-08 99 lbs 78 lbs n/a 4 Conc. Pt. Left 10-07-12 10-07-12 349 lbs 319 lbs n/a 5 Unf. Area Left 10-07-12 19-06-00 12 psf 30 psf 04-06-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 33754 ft-lbs 33.6% 125% 5 1 - Internal Completeness and accuracy of input must End Shear 5439 lbs 27.3% 125% 5 1 - Left be verified by anyone who would rely on Total Load Defl. U820 (0.285") 21.9% 5 1 output as evidence of suitability for Live Load Defl. U1230 (0.19") 19.5% 5 1 particular application.Output here based Max Defl. 0.285" 28.5% 5 1 on building code-accepted design properties and analysis methods. Span/Depth 9.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U180)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum (U240) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-5/8". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 2-1/2". ALLJOISTE),BC RIM BOARD TM",BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAME),VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIME), Member Slope = 0, consider drainage. VERSA-STRAND TM,VERSA-STUDE)are trademarks of Boise Wood Products, Connection Diagram L.L.C. t b d a — c a V a minimum = 2" c=6-5/8" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 • r ~ Pratod Truss Conn PC?mT FACE MOUNT HANGERS 10 :T AVai1oAX,wi0 addr7rnrtai=rrDsrnrrprof-hart.0"nrf f,?vfavl, Southern Pine Allowable Loads Model Doug Fir-Larch Allowable Loads Spruce-Pine Flr/t .+t ->Allowable Loads No. Uplift' Uplitf' Floor Snow Roof Wind Uplift' Uplifts Floor Snow Roof Wind Uplift' Uplift' Floor,Snow Root Wind Coda - (133) (160) (100) (115) (125) (133) (133) (160) (100) (115► (125) (133) (133)1(160) (100) (115) (125)L(133)�- _Rel - - _ r _ SINGLE 2x SIZES LUS241 465 35 800 50 490 -5 920 390 LUS26 930 1116 0 iiI 955 540 625 1-1040 18 10- 1010 111 65 1 900 - - 1 730 1035 1 690-795 865 1200 780 935 700 805 875 950 MUS26 1090 I 1090 1310 1505 1640 1740 1090 1090 !1425 11640 1780 1740 915 915_ 1100 1 1265 1380 1465 4 37 8,7121 140' HUS26 1550 1550 2565 2950 3205 3335 1550 1550 2785 3200 3325 3335 1465 1550 2210 12_490 2540 2580 4 37 87.121 HGUS26 n f_ - - ® LUS28 930 1115 1055 1210 1320 1405 1010 1165 1140 1310 1425 1520 780 935 890 1025 1115 1185 4 37,87,121 14011 USS 1555 1555 1750 2010 2185 2325 1555 1555 1900 2185 2375 2325 1305 1305 1470 1690 !1835 1955 47 - HUS28 2000 2000 3585 3700 3775 3840 2000 2000 338013505 3585 3655 1720 1720 2580 2680 2745 2800 4 37,87 121HGUS2 .I 1. .� _ _ -- - _ ® LUS210 930 1115 1275 1470 1595 1700 1010 1165 1381590 1725 1840 780 935 1085 1245 1355 11445 4 37 87 121 401 HUS210 2845 3000 3775 3920 020 4100 3000 3000 3585 3745 3850 3935 2320 2780 2745 2870 2955 13025 4 37,87,121 ' _. -- - 1.For dimensions and fastener information,see table on page 117. Min. Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir/+ier, .,i• 1 Model Allowable Loads Allowable LoHoeads Code No. He ght Ga W H B Carrying Carried Uplift' Uplift' Floor Snow Roof Wind Uplift' Uplift' Floor Snow Roof Wind Ref. Member Member (133) (160) (1 00) (115) (125) (133) (133) (160) (100) (115) (1 25) (133) DOUBLE 2x SIZES 7-35 1 80-0 880 2 4-16d 2-16d 565 565 765 880 960 1020 465 555 HHUS26-2 4 K 14 !3 3r_I 3 14'16d 6 16d 1550 15 0 25801 2965 3225 3440_ 1395_( 1550 ,2165 ! 2490 !2710 296014.1378 2121, 140 ® LUS26-2 4 N 18 3 r 4 r1335 -- _- - 5 HGUS2_62 4 'K 12 3' 5' 4 20-16_d 8-16d 2325_ 2325 3940 4535 4_930 5240 1995 1995 3410 3920 4260 4535 1 3 39.121, 1401 LUS28-2 4.'-',. 18 3 ! 7 2 6-16d 4-16d 1140 1165 1265 1455 1585 1690 925 1115 1050 1210 1131155 1450 1,84.121 HHUS28-2 6`K 14 3 6 1+3 22 164 8164 2000 2000 3885 4465 4855 5180 1860 2000 3275 3765 4095! 4355 14,37.12 01 HGUS28-2 6'-0 12 3` 7":,,' 4 36-i6d 12-16d 32201-3220 6805 7830 7925 7925 2705 2705 5890 6320 1 6425 6575 3,39,121, 1401 --- r a4945ZV - p. LUS210-2 6 18 3:r 9 2 8-164 6-164 1550 '1550 1765 2030 2210 2355 1390 '1550 1465 1680 183084,121 !. HHUS210-2 8:r t4 3 S::r 3 30 164 10 16tl 2855 343Q 5190 5900 5900 5900 2330 2795 4385 4795 4875 .121 140, HGUS210-2 8-'� 12 3 9•'• 4 46-16d 16164 3630 3630 8650 8940 8940 8940' 3050 3050` 6515 6775 6865 7065 .39.121, ,+ 140; N -- -- - -- -TRIP —- -- - - HGUS26 3 4* 12 4 4 4 1 20-i6d 8-16d 2325 2325 LE 2x SIZES 1 p - � _��T --T ! —T 129, 3940 4535 !4930 5240 1995 1995 3410 3920',4260! 4535 I i 3 HG 6 12 4 7 4 36-164 12-16d 3220 3220 6805 7830 7925 7925 2705 2705 5890 6655 16655 6655 0 HGUS210-3 8 12 4 ..'K� 4 46-16d 16 164 363D 3630 8780 8940 8940 8940' 3050 3050 7510 7510 7510 7510 FIHUS210-3 8.. 14 4'b•• 9 3 30-16d 10.16d 2855 1 34301 5190 5900 5900 5900' 2330 2795 4385 5040 50751 5075 N a 1 I Ir QUADRUPLE 2x SIZES 5 HGUS26 4 5: 12 6't 5 :r 4 20-16d 8-16d 2325 2325 3940 4535 4930 5240 1955 1955 3410 3920 4260 45351 T42660 -- HGUS28 4 ); 12 6'V7� 4 36-16d 12-16d 3220 3220 6805 7830 79251 7925. 2705 2705 5890 6655 L6655 6655 z - ! - -- -- -+ - - go HHUS210-4 14 6':- 3 30-16d 10-16d 2855 34301 5190 70 6490 0 2450 2940 4475 5595 5970 o HGUS212 4 l 15 1'12 6'8,110.. 4 1 56164 20164 4055 4055 9155' 9155 9156 9155 3405 3405 7690 7690 7690 7690+I o HGUS210-4 _9'� 12 6 t 9 4 46-16d 16-16d 3630 3630 8780 8940 8940 8940 3050 3050 7510 75101 v 20 N HGUS214-4 12-'-'- 12 6"'•l12 s 4 66-16d 22.164 5380 5380 10015 10015 10015 10015! 4520 4520, 8415 8415 1841 8 5�, a T 20-164 8 164 2325 23254x391405 4535 4930 - —.-_ - - L ® - 0 2965 3225— 1145 1 84,121 _-_ 5240 1995 1995 3410 3920{27101 - J T HGUS46 4' 12 3 4 _ _ _ 1335 925 1115 820 945 1025 ® HHUS46 4 ".. 14 3 5< 3 14-164 6 164 1550 1550 + 34-- 1395 1550 2165 2gg0' - -! 4535'3.39,121. 140 _ 1000 1150 1250 LU 46 18 4 - _ 2960 .4,37 121, ---14G1 LUS48 V 18 3` • 6: J436.1 6-16d 4-16d 1140 1165 1265 1455 1585 1690 925 1115 1050, 1210 1315 1450 6d 6-16d 1550 1550 j 1505 1730 1865 1 2010, 1315 1550 1 1240 1425 o _ 22 -_ _. _.. - -- 1,84,121 HGUS48 6 12 3 7?• 64 121164 3220 3220 6805 7830 7925 7925 2705 P70 5890 _ _ 11550 1650 - t 3275 37654095 4355 14 37 121, 1401 -- - L66556655 13 39 121._ 1401 _ I10-16d _ 1 1.84,121 1390 1550 1465 1680 1830 - --- - -- �— 7510 HHUS410 8 14 3 9 3 30 164 285a 3430 5190 5900 5900 i 5900 2330 2795 4385 5040. 2025 HGUS6d 1550 1550 1765 2030 4 0 8' 12 3 9 4 6116d 1616d 3630 3630 8780 8940 8940 8940 3050 3050 7365 75110 5075 4 37 121. 40', --�- -t --- -- 5075 -- - - - _ 7510 3 39 121. 140' HGUS412 10/� t 12 3 110",� 4 56-164 20-16d 4055 4055 9155 9155 9155 9155 3405 3405 7690 7690 76907690 HGUS414 11"x, 12 3 e 12•nr 466-16d 22-16d 53801,5380 110015110015 110015 110015'1 4520 4520 7890 1 8185 1 83801 838380 1 Uplift loads have been increased 331,•o and 60%for earlhquake or wind loading with no further T-ANSITPISPF,T-ANSITPISP and T-ANSITPIDF for allowable loads that Increase allowed.Divide by 1.33 and 1 60 for normal loading as In cantilever construction consider ANSI/TPI 1-2002 woad member design criteria. 2 Wind(133)is a download rating 3.Minimum heel height shown Is required to achieve full table loads.For less than minimum heel height,see Allowable Loads with Reduced Heel Height on page 126. .. , 4.Truss chord crass-grain tension may limit allowable loads.Refer to Technical Bulletins 127 PDF created with pdfFactory trial version Corn ` • • SKEWED MSULHANGERS This product is preferable to similar connectors because of a)easier installation. b)higher loads,c)lower installed cost,or a combination of these features. 'A'r n A, o k Standardized 45°skewed hangers,angled slots direct nails « o e e o to allow proper installation. « o o a MATERIAL:SUR and SUL-16 gauge: a o HSUR and HSUL-14 gauge FINISH:Galvanized.Some products available in Z-MAX; HSUR see Corrosion-Resistance,page 5. INSTALLATION:•Use all specified fasteners.See General Notes. « d o HSULC o •These hangers will normally accommodate a 40°to 50°skew. • ° Available for 2-2x and 4x ' H r� o •Illustration shows left and right skews SUR/L models only (SUR=skewed righl;SUL=skewed left). e •The joist end may be square cut or bevel cut. ) OPTIONS:•Available with the A2 flange turned in on ,., the 2-2x and 4x models only(see illustration). •To order,add"C"(for concealed)to the product name. Typical SUR I Typical SUL •For example,specify HSURC46, HSULC46, Installationwith e �"- =�'• 1a Installation with SUL SURC46,or SULC46. Square Cut Joist Square Cut Joist - (HSUL similar) y CODES:See page 10 for Code Listing Key Chart. (HSUR similar) �41 �'I a - Allowable Space leads Allowable Loads Dimensions Fasteners P p adder j Ile Drm DF/SPS Species,Header SPF Species H Joist Model Llulp;i oddsCode Size I No. 1 WH Ao-x RootB A, Az Face Joist Ulf Uplifttt ; Floor Sno Upirft Uphtt Floor RootRet(133) 0) } (100) ; (115 (133) (160) (100) Snow Const -- - ) (725) (115) (125) R 2x4 SUR/1_24 1�S /e e 3'/2 2 1' 1 1'A ! 4-16d 4-10dx1'/1 450 1 450 530 610 665 415 450 460 530 575 0 2x6 8 SUR/1-26 19/„ 5 _2 1'/e 11V,e 6-16d 6-1Odxl112 720 765 800 960 1000 625 750 690 795 860_ y r r..__ __ _ __ _ _ x10,12 SUR/1_210 1s/s 8'/e 2 l n 15/ie� 10-18d 10-10dx]'h + ' 1200 -x2,50 � 1330 1 1530 : 1660 1040 i 1250 �� 1150 rr 1320 1440 Y 2x14 SUR/1214 19/,e 10 2 1's 1�ic 12-16d 12-1Odx1'h ' '7 1440 7.30 t 1595 3 1$35 1995 1250 11500 1380 1585 1725 26,83,140 3x10,12 SUR/1_310 2%,6 8'S/,e. 2%a 1'/2 2 14-16d 6-1Odx1Y2 ; 720 765 1860 2140 2330 625 750 1610 1785 1785 3x14 SUR/1_314 26/„! 13 2've 1'h ! 2 18-16d 8-1Odx1'/2 ,t,;'' 960 i 1150 2395 2500 2500 830 . 1000 1795 1795 1795 - - -- -71-0- - - _ r- (2)2x6,8 SUR/1_26 2 1 3'e 4'�s 2Ye 1'/4(25/isl 8-16d 4-16dx2'h 815 1065 ' 1225 ' 1330 615 735 1 920 1 1005 1005 - - -- - -r _ �(2)2)2xfi SURlL26 2 3 a j 4'�,e�2Vs 1 A 2YGe 12-16d4-16dx2'h t 1 I 715 815 ! 1610,! 1850 1 2000 620 740 1 1390 i 1600 1740 33,83 O 2"/N 1 6!, 23A I 14-16cl 6-16dx2'/2 ?, : 1065 1 1275 1860 2140 2330 920 : 1105 1610 11850 2010 26,83,140 2 2x10,12 SUR/L210-2 3/n 8"/�e (2)200,12 HSUR/L210-2:: 3'/e, 81 1/6 2'/i6 1 V4 2Y16 20-16d_ 6-16dx2'h 1070 1285 2680 3080 3350 930 1115 2320 2670 2900 33,83 (2)2x14 SURJL214 2 3'/e 1112 hey 2'/s VA 1 21'isl 18-16d 8-16dx2'h 1430 1700 2395 J 2500 -2500 1225 1470 1795 17_95 1795 26,83,140 - { 1 -- F(2)204 HSUR/L214-21 Th 11211/161 21/16 11A L 2,'i6l 26-16d_ 8-16clX21h 1510 1430 1715 1 3485 4005 4355 1235 '1 1485 1 3015 3470 3770 33,83 4x6,8 SUR11_46 31/+s 41/1 21/16 i 23,61 8-16d 4-16d 7 710 815 1065 1225 1330 615 735 920 1005 1005 26,83,140 1 4x6,8 HSURL46 3ii,' 43/< 2'Gr, t '21/+6. 12-16d 4-16d 715 815 1610 1850 2000 1 620 740 1390 1600 1740 33,83 4X10,12 Ti SUR/1_410 39/,e 8'h 2'/s 1 24is 14 16d 6 16d c+ 1065 1275 1860 _2__140 "2330 920 I MIS 11610 1850 2010 26-,83,-140 _ 4_.. _-, 4x1_0,12 HSUR/1_410 { 391 c 8' 2'/,e 1 �29/,s 20 16d 6 16d 1070 1285 1 2680 3f780 3350 930 1 1115 2320 2670 2900 33,83 414 SUR/L414 3/ie 1212 21;6 1 2y 18-16d 8-16d Y. 1420 1700 : 2395 2500 2500 1225 1470 1795 1 1795 1795 26_,83,140 414 HSURiL414 3Y,6 12/2 21116 1 23/,6 26-16d 8-16d 1430 1 1715 3485 4005 4355 1235 1485 3015 3470 3770 33,83 z _ 1.Uplift loads have been increased by 33%and 60%for earthquake or wind 2.Roof loads are 125%of floor loads unless limited by other criteria. loading with no further increase allowed,reduce where other loads govern. MSCMULTIPLE QSEATCONNECTOR INSTALLATION:•Distribute the total load evenly about the centerline to avoid eccentric loading. r t� y •Fasten all built-up members together as one unit. H2 •Net height will be calculated based on specified valley member depth �> and slope by the factory unless noted otherwise. R SLOPED AND/OR SKEWED VALLEYS ` -E-W2 •The valley stirrups can be sloped and skewed to 45°- ' 2 Ail •The total design load of the hanger is split between the ridge(20%)and each valley(40%). Typical MSC4 w2 RIDGE CANNOT BE •For two valley connections with no ridge member,divide the total load by two for each valley load. Installation SLOPED OR SKEWED CODES:See page 10 for Code Listing Key Chart. MSC1.81 with T Dimensions Fasteners Hips Allowable Loads Model I Down Valleys skewed 45°, and sloped 0° (Min) Code 1.Valle loads are for each No. W H TF L Header Joist Max. Max. Avg (100 b 125) Ref. yvalley, i Skew Slope Uli 2.Other valley-ridge load Valley{Ridge Total - -.� 1 distributions are allowed ,r 18-10dxl112 0` 2535 1265 6335 1 provided the sum of all three MSC2 1t31e 562/e 12 10-16d 45' 26-tOdx1/2 45' 2010 1005 502.5 carried members is distributed MSC4 with � 1 26 10dx1 h 45 2010 1005 5025 symmetrically about the center T i MSC1.81 1./,e 5h 27/a 12 10 16d` 45 120�21Ei 6,39 j of the hanger and combined Valleys - - do not exceed the total Toad. ` sloped and I MSC4 3/16 7/2 27/s 18 10-16d,- 18-10d ' 1 0` 3335 1665 8335 3.MSC4 is also available in ""gym , s a Skewed 45° 9 26-16d 45 5340 2675 13355 MS 5 isal width. 18-16d 0- 6450 3220 16120 Hloce 26-1od 45' 3335 1665 8335 it 4.MSC5 is also available in I •� "` „qwEy/ MSC5 SY< 9Yz 2'/e 26 13 16d 1 45 170 1 widths up to 5'/2". 111 67 n n t vL j -3 �zzzin in to O-3 CL �oncv -nix n = ,o�z z X nN -t�' C � l"�[J + O �� >p mO oD ZaaM�00at�i�m �CCra` n z nc�o m+ nv� a C ao s z�� nZO� Zz o ��-3n po�x -�wz� a c;o aa� C z �.. var' zK zmn �cc_" "���� o n z ;r [n z oopay mons f� �o=n -3 �rr aC7t�7[+7 amzr -� a'A C'7 a a��' tT7 z 0`� C -.� zo�g� w a n �u C z nxm> ti� cn ^o c> a 7 CTJ Cp n mmxcn n pip ox.- Om a��z p�oonda:U-3m zyvo ��mmpv � n z rn� a� � -h x�axrn >z�a D=ooA a�� z a s � d;:v x7 co a m m r� _ r N tv a C Z n cn o iia %L7 D fel V]O Z n > L'J C IE w C M CD m W mCD � � %U cn x til � m X7 � cD ;U cD r i c rn z D T Z Z _ S C s c x i o V � � '• � c z T > > Z C h o z Z S 1-2 - - � �.• C � •moi y L Z fGC' D C, Z - - L7 � ➢ r r` Z^ .. ^ � Z - _ rD D CD E m N� - N V1 / A O N N O� o \' c O - o c l ` a l It (D - _ - r- _ o T - / y m O _ _ ro ITl '� T -Tl T � m G' O � ' G w z Z ;2 � ti I •V- z m ml o z s li ti b 00 o CC) i w m n o a x o a a o m w Zc��a pro v cn� � � o� � 3 --3F, o m W r: n ZZx n xxxx � � m .A r. m n U1� XXa -3;z OC/] VO n chaCD pvc�� CD 7J C" 3 p p L7 m --30 71 � a tj � �� � � Zo a b � bn �vvxoaITT va. 07 �� tr�7 n Z C7 CCII a > -3n< a•-33 U 'T7 n=xaA J c a o z�n A m n X C"� m T7 `0 C+7 CT7 -3r Z7 C 2 C/l a'Q' n=2zncz`Ay n= O wm CD Z O '-3[T� a m CD 7J r' 'L' w W 'V Zn^ini�o�ai oNr',z Z V]p `-3 X `i7 C7 ^� '•3 -3 ;Z7 `3 '-3 c zoo=` ;aA�n: a s acn ro o z tcn o z o o n x x < �? rev ZA000z o mD� z�C1Cb AO=U�I/i p a �, n U1 n A Ja ,�•�-� "3C .v r., .`Z7 Rz�c=N-Ai�cW�� cn o a -� rn o b b •-3 as 14 --3 rn rn z < 'o"o•�`a m���l�i Z � m o „� x a m CTM] a z a s -3 �`-3 zttz n�z' Z a a z m acn N N m zog nN r Ncc -3 CAn d (r!l p Z v p•, n' vl CO 7J S < 0) O 'er ^3 Ca ioN�va Qiz m^oH��z C np o O E O X a " `° Cn i c x y n C7 0 Z m w w a v -3 ..onN oobC a UDS' Z p CT7 N �1 CT :CJ ..3 7J m a, a k C A X N a Z ��oZ i;-.ov,�h�co v4 -b CT7 p DO CJ ^�~b�uz CA�ZoS�"'� .ri � .Z". Z a •'O `-1 I x"«a "perm a r- v �gn"'n�i'zo�a�^=H Cl1 DO > --3 �r ZY AM Z� `gyp ``DC7 \` •' �i av x zm -30 `' cFr� ave c• z a_aC- I F, O ``�•`•• � n z z � d ��r r r r ya a o 0 0 0 o n a a � cn o o cn o z m a o o „ A �n r z a to Li a Ell o r m c..,c.,c-,cr • O o V 1 K .i co tv o x r, Y ooC) w 1 n� c n. p p ��, ..ti U] p p s c X m xX rn Li a `" nn i�a�Zr4'i�nvvva. Z o O C'7 CT7 � . =n^c>nHN�>Z woz,n'i C7 • ._. _� 2Z`" ('7 Z z Z cn?z°n Zc7 n: � * • � :[�� O [TJ Ch SCJ pDnD�n • p . • r.y ani p�nza"�e-b-c^C�z� nN z � Cq d c- tv O N CCN �byDOr�r - • a QbDn • 1V O O O tn�ZrD- nvF3 z zo n x O lz O U p in �bix cpzm'0 Druz NpC rN Q. zi cn Qzm •°No- � � cam' amy,yg.-ccQ � L Z S^,-nom z'^zx v-D. Z—C.q^ nP? -Cm2 n`-'H bNc c=^ung a _ r-O ar�NOUp�ayrDa�pN'nv a m a D � 't7 � cCOCn Z O M M nzn`nDcza NrnxN ar _. O �� I ab Non ern NZ ' [.J � inn Nn O N l V « b C 9� X Oro �Q• y XJ m nD cr x'40 tjL� • -'-t� it c o n n n n cz x W cn � n ac C�7 Z z v O Cn c -� C � cn cn cn rn - � r17 A D A n n n C— CD �' z m ) -3 CO b coo -2 C '�- Alpine Engineered Products, Inc. a 1950 Marley Drive Haines City,FL 33844 4 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1SV4235-ZO328163719 Truss Fabricator: Lumber unlimited Job Identification: 67429C-RICHARD THOMPSON CORP. L/7 OCEAN BREEZE CRT. (67429CI-RICHARD THOM ON -CORP.-L/7 0 Truss Count: 23 ModelCoae: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.24. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - 55.0 PSF @-1.00 Duration Wind - 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:02/28/2006 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 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 Lumber Unlimited for the above referenced Job I 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,.;&awing number is preceded bFy; HCUSR235 Details: - R.ef De'scri tion Drawin Date , , 1. 62,53;7 137E 06059376 02/28/06 2 62538 F38 06059378' 02:128/06 . . 3, 62534--F39 X060593;93 02/28006 .4 625,4p F40, .. . . 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V NN J �oEJo w O Q vP O O CD U V L L O U O O O= T Ol L L LLJ V W U 0 O O z Cl- CC) Cp �OisE Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-14 tC CALCO Monday,9.2 Design Report- US 1 span No cantilevers 0/12 slope y, Februa ry 27, 2006 14:44 Build 141 " File Name: 67429.BCC Job Name: 67429 Description: BM-14 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: —7- Y Y__ T L---w ♦ r 7 '`r- .7 - r_.7_--r r-._7 r T —_"I -_'L_ r r— r _Y__._Y 't B r ._7_ -w_.`e.._ r. -t_T ► -w r : r r. `_.--w---�-- �---r--�_._r ♦ _r v._._� r—�- r' s--_r T __z w w w � r v _ w r—*_z r w z- c z � w r r r r r v r 09-02-00 B1, 1-3/4" B0, 1-3/4" LL 1406 lbs LL 1574 lbs DL 600 lbs DL 663 lbs Total of Horizontal Design Spans=09-02-00 Load Summary Live Dead Snow Wind Roof Live Tan Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 09-02-00 40 psf 15 psf 00-06-00 2 Trapezoidal Left 00-00-00 360 plf 135 plf n/a 09-02-00 250 plf 94 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4864 ft-lbs 13.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1496 lbs 14.1% 100% 1 1 - Left be verified by anyone who would rely on 0 14 1 output as evidence of suitability for Total Load Defl. U3517 (0.031") 6.8/o particular application.Output here based Live Load Defl. L/5005 (0.022") 7.2% 14 1 on building code-accepted design Max Defl. 0.031" 3.1% 14 1 properties and analysis methods. Span/Depth 6.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMERO,AJST", Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTm,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUSO,VERSA-RIMO, VERSA-STRAND TM,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, L.L.C. a_ T c a a minimum =2" c= 6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-15 BONE Monday, February 27,2006 14:44 tC CALCO 9.2 Design Report- US 2 spans Right cantilever 0/12 slope Y, rY Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-15 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: T —T T S 01-01-00 05-08-00 B1,3-112" B0, 1-3/4" LL 2783 lbs LL 708 lbs DL 1200 lbs DL 193 lbs Total of Horizontal Design Spans=07-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%, 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 07-03-00 40 psf 15 psf 06-03-00 2 Conc. Pt. Left 06-06-08 06-06-08 1406 lbs 600 lbs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure POs. Moment 1131 ft-lbs 3.0% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2206 ft-lbs 5.9% 100% 1 2- Left be verified by anyone who would rely on 3.7% 100% 14 1 Left output as evidence of suitability for - End Shear 396 lbs particular application.Output here based Cont. Shear 876 lbs 8.2% 100% 1 1 - Right on building code-accepted design Uplift 79 lbs n/a 16 1 - Left properties and analysis methods. Total Load Defl. 2xU8059 (0.005") 3.0% 16 2 -Cantilever Installation of BOISE engineered wood Live Load Defl. 2xL19593 (0.004") 3.8% 16 2- Cantilever products must be in accordance with Total Neg. Defl. -0.002" 0.5% 16 1 current Installation Guide and applicable 16 2- Cantilever building codes.To obtain Installation Guide Max Defl. 0.005" 0.5% or ask questions,please call Span/Depth 4.3 n/a 1 (800)232-0788 before installation. Cautions BC CALC@),BC FRAMERO,AJSTM, ALLJOISTO,BC RIM BOARD TM.BCIO, Uplift of 79 lbs found at span 1 - Left. BOISE GLULAMTM SIMPLE FRAMING SYSTEM(D,VERSA-LAMO,VERSA-RIM Notes PLUS@),VERSA-RIM@, Design meets User specified (2xL/240)Total load deflection criteria. VERSA-STRAND TRF Bois ,VERSA-STUD®are trademarks of Boise Wood Products, Design meets User specified (2xU360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 3". Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram b d i a c T. a a minimum = 2" c=6" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 Double 1-3/4" x 16" VERSA-LAM(g) 2.0 3100 SP Floor Beam1BM-16 IMOwE" bC CALC®9.2 Design Report- US 1 span No cantilevers 0112 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-16 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: ..' '�' _`( T T. '!' T—♦ T 1.T T r' T T._ T T -�!'� —t"_ �' 7 T 'I_ 7 T _s Y _T !' 'C_ s r 04-07-00 B1, 1-3/4" B0, 1-3/4" LL 573 lbs LL 573 lbs DL 251 lbs DL 251 lbs Total of Horizontal Design Spans=04-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 04-07-00 40 psf 15 psf 06-03-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 944 ft-lbs 2.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 318 lbs 3.0% 100% 1 1 - Left be verified by anyone who would rely on 0 1 1 output as evidence of suitability for Total Load Defl. U36816 (0.001") 0.7/o particular application.Output here based Live Load Defl. U52941 (0.001") 0.7% 1 1 on building code-accepted design Max Defl. 0.001" 0.1% 1 1 properties and analysis methods. Span/Depth 3.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD TM BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"',SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM®,VERSA-LAME),VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDT"',VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. r— �—d a minimum = 2" c = 6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 80iSE'_ Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-17 �C CALC®9.2 Design Report- US 1 span I No cantilevers 0/12 slope Monday, February 27, 2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-17 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 2 3 'tom r � � � � � r Y__s—�.�_t s �.—s. v. ► v. � �r y z_� r r r��r -L z-.z—T v � � x k 15-06-00 60, 1-3/4" B1, 1-3/4" LL 930 lbs LL 930 lbs DL 1602 lbs DL 1602 lbs RLL 698 lbs RLL 698 lbs Total of Horizontal Design Spans= 15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 15-06-00 40 psf 15 psf 03-00-00 2 Unf. Lin. Left 00-00-00 15-06-00 0 plf 110 plf n/a 3 Unf. Area Left 00-00-00 15-06-00 12 psf 30 psf 03-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12516 ft-lbs 26.8% 125% 55 1 - Internal Completeness and accuracy of input must End Shear 2644 lbs 19.9% 125% 4 1 - Left be verified by anyone who would rely on Total Load Defl. U821 (0.227") 29.2% 4 1 output as evidence of suitability for Live Load Defl. U1630 (0.114") 22.1% 4 1 particular application.Output here based 7% 4 1 on building code-accepted design Max Defl. 0.227" 22. Span/Depth 11.6 7% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum 0360 Live load deflection criteria. (8 ask questions,please call 9 ( ) (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD TM BCI® , Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMT'" SIMPLE FRAMING 1/2 intermediate bearing PLUS® ®ERSA-R ME), VERSA-RIM VERSA-STRAND TM,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b —_7 L.L.C. a c . T . a_ a minimum =2" c= 6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM-18 BOISE Monda February 27, 2006 14:44 '8C CALCO 9.2 Design Report- US 1 span No cantilevers 0/12 slope Y. rY Build 141 File Name: 67429.13CC Job Name: 67429 Description: BM-18 Address: LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 3 -- — v v r _r r__c. �._w v � __' m__v v T y c- r �_--v ® _:x s w ' r . ►__� r.___c ® .�` v � ♦ s__a w s s. �,_►. e. �r _ v r__r c._(- w__r r- v_ x_ s__tr._ _.�Z.z -r 7 Y_`I' �1.7 L 7 t Y_ 7 9_ Y � 'I T .Y 7 O 7 7 7 ♦ � T 7 06-02-08 B1, 1-3/4" B0, 1-3/4" LL 373 lbs LL 373 lbs DL 679 lbs DL 679 lbs RLL 373 lbs RLL 373 lbs Total of Horizontal Design Spans=06-02-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 06-02-08 40 psf 15 psf 03-00-00 2 Unf. Area Left 00-00-00 06-02-08 12 psf 30 psf 04-00-00 3 Unf. Lin. Left 00-00-00 06-02-08 0 plf 110 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2210 ft-lbs 4.7% 125% 4 1 -Internal Completeness and accuracy of input must End Shear 779 lbs 5.9% 125% 4 1 - Left be verified by anyone who would rely on Total Load Defl. U11609 (0.006") 2.1% 4 1 output as evidence of suitability for particular application.Output here based Live Load Defl. L/22189 (0.003") 1.6% 4 1 on building code-accepted design Max Defl. 0.006" 0.6% properties and analysis methods. Span/Depth 4.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions,please can Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJST'", Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCI@, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM@,VERSA-LAM(E),VERSA-RIM 1/2 intermediate bearing PLUSO,VERSA-RIMY, VERSA-STRANDTM,VERSA-STUDY are Connection Diagram trademarks of Boise Wood Products, L.L.C. c T. • a V_ a minimum = 2" c=6" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE` Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1BM-19 $C CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Monday, February 27,2006 14:44 Build 141 File Name: 67429.BCC Job Name: 67429 Description: BM-19 Address:. LOT 7 OCEAN BREEZE CT Specifier: City, State, Zip: , Designer: RICHARD TINGLEY Customer: RICHARD TOMPSON CORP Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: - w ♦ w . 3 10"�7-to B0, 1-3/4" B1, 1-3/4" LL 385 lbs LL 757 lbs DL 420 lbs DL 644 lbs RLL 157 lbs RLL 216 lbs Total of Horizontal Design Spans= 10-07-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 10-07-10 40 psf 15 psf 00-06-00 2 Conc. Pt. Left 06-01-12 06-01-12 373 lbs 679 lbs 373 lbs n/a 3 Unf. Area Left 06-00-00 10-07-10 40 psf 15 psf 03-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4251 ft-lbs 32.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1231 lbs 20.0% 100% 1 1 - Right be verified by anyone who would rely on Total Load Defl. L/659 (0.194") 36.4% 4 1 output as evidence of suitability for Live Load Defl. L11158 (0.11") 31.1% 4 1 particular application.Output here based 4 1 on building code-accepted design Max Defl. 0.194" 19.4% properties and analysis methods. Span/Depth 13.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJST"" Minimum bearing length for B1 is 1-1/2 ALLJOIST®,BC RIM BOARDTMBCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE SYSTEMe S SIMPLE FRAMING ,VERSA-LAMO,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIMO, VERSA-STRANDT"',VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. b d- a cc •1 • a minimum = 2" c= 5-1/4" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 t i°Jafied Truss uunnetb+s:' FACE MOUNT .. T Avait�hd;wif,7 iddr7raaa�rarrosrnnDratc^tiart,ChccA>.rff farfwr. Doug Fir-Larch Allowable Loads Southern Pine Allowable Leads Spruce-Pine-Fir/r :'I°Allowable Loads MNoe1 Upiiftl Uptitt' Floor Snow Roof Wind Uplift' Upldf' Fiaar Snow Roof Wind Uplill' Uplift' floor SnowIRRoof Wind Reda (133) (160) (100) (115) (125) (133) (133) (160)L000) (115) (125) (133) (133) (160) (1DO) (115) (1_25) (133) SINGLE 2x SIZES LUS24 465 LUS26 930T1115 830 955 1040 : 805 875 950 MUS26 1090 1090 190 810 I 1505 1640 735 800040 1090 1090 1425 1640 I 80 150 490 490 1 690 795 865 7 400 9185 915 1120 65 540 625 675 730 0 0 1265 1 0 4 37 847 21, 140, ® HUS26 1550 1550 2565 2953205 3335 1550 1550 2785 3200 3325 3335 1465+1550 2.210 2490 2540 2580 4,37 87 121. _ - — - - LUS28 930 1115 1055 1210 1320 1405 1010 1165 1140 13 i HGUS26 ' _ MUS28 1555 1555 1750 2010 2185 2325 1555 1555-!1900 3505 3585 3655 1720 172185 1 2375 2325 1305 020 +2580+2680 25 1470 1690 845 2800 4,37,87.121 - --- - - ' 10 1425 1520 780 935 890 1025 1115 1185 4,37 87,121 140 35 1955 47 ® I 3380� _ HUS28 2000 2000 3585 3700 3775 3840 2000 2000 i _ � _HUS210 2845 3000 M3775 3920 14020 4100 3000 30003585 3745 38503935 2320 2780 2745 '2870 2955 3025 4,37,87,121, r I LUS210 _930 1115 1275 14_70_1595 1700 10101165 11380 1590 1725 1840 780 935 1085 (1245 1355 1445 4,37 87 121 1401 1.For dimensions and fastener information,see table on page 117. — -- --._. _ . ....... - —, Min. Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine Fil ei, Model Heel Ga Allowable Loads Allowable Loads Code No. Height W H B Carrying Carried Uplifft Upiiti� Floor Sttow Roof Wind Uplittt Uplift' Floor Snow Root Wind 1 Ref. Member Member (133} (160) (1110} (115) (125) (133) DOUBLE 2x SIZES LUS24.2 2'+ i 18 3 3 2 4-16d 2-16d 565 565 765 1 880 960 1020 11 1465 555 640 735 800 880 T ® LUS26-2 4 'm 18 3:, 4 a 2 4-16d 4-16d 1140 1165 1000 1150 1250 1335 925 1115 820 945 1025 1145 j 1 84 121, HHUS26-2 4- 14 3 14-1 6d 6-16d 1550 1550 2580 2965 3225 3440 1395 1550 5 2490 27 413T 121, 140 • HGUS26 2 4:'K 12 3'=' 5 : 4 20-16d 8-1 6d 2325 2325 3940 4535 4930 5240 1995 1995 3410 39 0 4260 4535 3,39 1211 ,, 140j ® LUS28-2 4 w 18 3• 7 2 6164 4-16d 1140 1165 1265 1455 1585 1690 925 1115 1050210 1315 1450 1 84 121• ® HHUS28 2 6"K ! 14 3 V'.,1 3 22-16d 8-16d 2000, 2000 3885 1 4465 4855 5180 1860 2000 {3275 1 3765 4095 4355 4 37,121, 140 HGUS28-2 6' o 12 3'/ 7'R 4 1 36-16d 12-16d 3220 13220 6805 7830 7925 7925 2705 2705 5890 6320 6425 6575 3 39 121 "' 140: x' ® LUS210 2 6:'• 18 3'::r 9 2 8-16d 6-16d 1550 1550 1765 2030 2210 2355`-1390 1550 1 1465 1680 1830 1950 1 84,121, ' ® HHUS210 2 S°,:, 14 3 8'ti 3 30-16d 10-16d '2855 3430 5190 -5900 5900 5900 2330 2795 4385 4795 4875 4945 4 37 121 1401 N HGUS210-2 8111v 12 3'_• 99 • 4 46-16d 16_16d °36303630 8650 8940 8940 8940 3050 3050 1 65151 6775 6865 7065 L3 39 121,': 140 H TRIPLE 2x SIZES o HGUS28-3 6' 12 4 '+7'. 4 3 2 16d 3220 1 3220 6805 7830 792_T 7925 2705 x2705 5890 6655 6655 4535 129 e3�p HGS26-_34''•�t 4 K 4 4 20-16d 8 of 232 25 325 3940 4535 4930 5240 1995__1995_ 3410 3920 _ 6655 6655 HGUS210-3 8".- 12 4'•:', 9', 4 46-16d 16-16d 3630 3630 8780 8940 8940 8940 3050 3050 7510 7510 7510 7510 HHUS210-3 8-'K L14 41- 9 3.1 30-16d I 10-16d 2855 3430 5190 5900 5900 59002330 2795 4385 5040 5075 5075 1I - 3- - -- - - -- - - - z OUADRUPLE 2x SIZES _ HGUS26-4 b . 12 6 5':+ 4 20.16d' 8 16d 2325 2325 3940 '4535 4930 5240 1955 'r 1955 3410 3920- 4260 __4__535 17 w HGUS28-4 7:�+- 12 6'1'• 71: 4 36-16d 12-16d ''3220 3220 6805 17830 7925 7925'1 2705 270590 6655 6655 66_55 o HGUS210 4 91. 12 6't o 9' ! 4 i 46-16d 16-16d 3630 3630' 8780 8940 8940_1_8940 3050 3050 17510 7510 7510 7510 j HHUS210-4 8"+ 14 6':: 8,", 3 : 30-16d 10-16d 2855 3430 5190 5970 6490 6920 2450 2940 4475 1 5145 5595 59_70 o HGUS212-4 10::= 12 61V,10.e 4 56-16d 20-16d 4055 4055 9155 9155 9155 9155' 3405 3405 7690 7690 7690 76901 HGUS214-4 —12..-.-. 1 12 611',112.,, 4 66-164 22-16d 5380 538010015 10015 10015 10015' 4520 4520 8415 8415 8415 —8 1 4x SIZES 145 HGUS46 4 *12 3 4 + 4 20116d 8-16d 2325 12325+ 3940 4535 t 4930 5240 95 91995 3410 920144-16d 1140 1 1165 1151250 1335 1 925 111502601 4535 3139 212 0 — _t-- HHUS46 4 is ': 14 3- 5'i', 3! 14-164 6-164 1550 11550 2580 2965 3225 3440 1395 1550 2165 2490 1 2710 r 2960 ;4,37.121, 140 i 1US48 4 18 3`'-�fi':'+ 2 6164 4-164 1140 1165 1 1265 7455 1585 7690 925 1115 1050 1210 1315 1450 j HUS48 6! 14 3<,. 7 2 6-164 6 164 1550 1550 1505 1730 1885 2010'. 1315 '1550 1240 1425 1550 1650, 1.84,121,''' HHUS48 l 14 3.' 3 22-16d 6d 2000 2000 4465 4,855 5180 60 00 3275 3765 4095 4355 �4,37,121, 140 ® HGUS48 6 12 3 177• 4.1 35-16d 121164 3220 3220 6805 7830 7925 7925 28705 20705 5890 6655 6655 6655113 39 121, 1401, ® LUS410 6'+ 18 3_ j 8�' 2 + 8-16d 6-16d 1550 15501 1765 2030 2210 2265 1390 1 155131465 1680 1830! 2025 i 1 84 121, HHUS410 8:r 14 3 9 3 30-16d 10 16d 2855 3430 5190 5900 5900 5900 2330 2795 4385 5040 5075 5075 '4.37,121, 40 HGUS410 8 12 3 9 4 46 16d 16 16d 36303630 8780 8940 8940 8940 3050 3050 7365 7510 7510 7510 3 39 121 40' HGUS414 10`,.0 x12 3 11 ,.j4 56-16dl 20-16d 4055 4055 9155 9155 9155 9155` 3405 3405 7690 7690 76901 76901 HGUS414 11"_. 12 3't. 12_, 4 56-164 22_160 5380 5360 10015 10015 10015 10015 4520 4520 7890 8185;8380 8380 I.Uplift loads have been increased 33%and 60/for earthquake or wind loading with no further T-ANSITPISPF,T-ANSITPISP and T-ANSITPIDF for allowable loads that increase allowed.Divide by 1.33 and 1 60 for normal loading as in cantilever construction consider ANSI/TPI 1-2002 wood member design criteria 2 Wind(133)is a download rating 3.Minimum heel height shown is required to achieve full table loads.For less than minimum heel height,see Allowable Loads with Reduced Heel Height on page 126. 4.Truss chord cross-grain tension may limit allowable loads.Refer to Technical Bulletins 127 PDF created with pdfFactory trial version 8otidS'athr Connaciats T THt r r r ,• 0. Thr.,pr0d,_1 rs pvctcraft b siAtr..v tomzccl4tra A cavae 01 11!casrsr insialliEas, ®. b1 hjrrlrcr ioads,c!Jorry(nsfaftd cost,or a cavAinition ar htcsc.fwfares, e e p The THA series'extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. Designed for 42 floor trusses and 4x beams,the THAR/1_422 has a standard • Yr skew of 45 degrees.Straps can be formed to give top flange hanger convenience. PAN nailing helps eliminate splitting of 42 truss bottom chords. s H , MATERIAL:See table. s v FINISH:Galvanized.Some products available in Z-MAX; see Corrosion-Resistance,page 6-7. INSTALLATION:•Use all specified fasteners.See General Notes. Two different installation methods may be used: Maximum nailing-Install all face nails according to the table.Nails used for the joist attachment must be driven at an angle so that they penetrate THA THA29 Typical THA Installation through the corner of the joist into the header.With single 2x carrying members,use 10dxl'?;nails into the carrying member,and 10d or 16d commons into the carried member,and use 0.81 of the table value for N 18 gauge,and 0.68 of the table value for 16 gauge. 4X Nailer 4 Top Nails Minimum nailing-For the THA29,the minimum nailing schedule requires the use of joist double shear nailing as detailed above,and that the strap - F be field-formed over the header a minimum of 2 :'.A minimum of four top and four face nails must be used.For all models except the THA29. 2 Face Cl) Nails the minimum nailing schedule may be followed where double shear nailing is not possible,provided the strap is field-formed over the top of the header a minimum of 1 "for the THA213 and THA413,and 2'for a •► all others.and a minimum of four top and two face nails are used. CODES:See page 12 for Code Listing Key Chart. to Joist Straight Nails ® Dome Double Shear Typical THA Double Double Nailing Side View Minimum Nailing Shear Shear (available orr Configuration on a THAR/1_422 Nailing ' Nailing some models) 4x Nailer Top View Side View U.S.Patent 5,603,580 (except THA29) 14tforT14AC422— ,I 2`a'toITKA422-2 and W426-2 THAC422 - Available with additional corrosion protection.Check with factory. _ - --._ -- - - Doug-FirLarobJSouthern Pine Spruce-Pine-Fir Dimensions Fasteners' AllowableLoads4 AllowableLoadS4 Miaimum Code Carried Model [Ga Carrying Carried Uplittt Floor Snow Root Uplitt� Floor Snow Roof Member N°-' W H C _ Member Member (133& {100) (115) (125) (133& (100) (115) (125)' Top Face Straight 51ant 160) 160} - MINIMUM NAILING TOP FLANGE _ 2x4.---THA29 T13 15/e 9",6_`5'/e(4-10d 14 10d J 4.10d 5602260 23102350 480 _1740 t 1785 1815, 1,84,140_ 2x6 THA213 118 15/P 13`hF1 5'G 4-10d 2-10d 4-10dx1'/, — 1615 1615 1615 — 1280 1280 1260 1.84, 2x6 THA218 18 1'/e 17'/rc 1 5'/s 1 4-16d 10d 4 1odx1%s -_ 1615 j 1615 1615 -- 1280 1280 1280_ 121,140 2 2x10 THA218$ 16 3'/u 17"/e 8 4-16d 2-16d 6 16dx2Y� — 1635 1635 '1635 — 1465 1465 1465 (22x10 THA222'-2 16 _3'/e 223he 8 9-16d 2 16d 6 i6dx2Yz -_ 1635 1635 1635 — 1465 1465 1465_ 1,84_121,129,140_ __. _ ,94 4x6 THA413 18 35/a 135/s 4Yz'4-tOd 2104 4104 — -_. 1615 1615 1615 —_ 1280 1280 1280_ 1 0 4x11) 7HA418 16 35/n 17'b 7r/s 4-16d 2-16d 6.16d — 1635 1635 1635 — 1465 1465 1465 21,14 4z1D THA422 16' 3/e 2_2_LL 7'/e -0-16d 2_16d_ 6-t6d__ T__— 1Gi5 1635 1635 1465 1465 1465 ___ 4x10 THAG418 16 3-Y 17%2 7'/u 4-16d 2-16d 616d —' 1635 1635 1635 — 1465 1465 1465 �27 42 truss THA426 14 35/a 26 j 72/a 4-16d 4-16d 6-16d — 2425 2425 1 24251_- 1940 1940 ,1940 170 y MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 THA29' 18' ire 9"%c 5'/e — 16-1Otl I - 4-10d 560„ 2125. 2310 2350_ 480__ 1740 -1785 1815 1_84,140 - - 2x6 THA213 18 1'/u 135/,n 5'/, — 14-10d — 4-10d 930 1795 1840 1870 780 1385 C 1425 1450 g 2x6_ ITHA218 18 1s/a 173/,e 51/2 — 18•1Od 4-10d 930 1795 1840 1870 780 1385 1425 11450 — -- 121 140 2 2x10 rTHA218-2 16 _3'/s 17'vg 8 -_ 16 16d 6-16d 1550 2330 3050 3050 1355 2385 `2740 2820 _ I g 2 2x10 THA222 2 16 3'/e Min 8 — 22-16d — 6-16d 1550 3510 3595 3650 1355 2705 2775 2820 1,94,121,129,140 4x6 THA413 18 35/a 135/,6 4'/: — 14-10d — 4-10d 930 1940 2235 2400 780 166011910 2075 1 ---- 3 - - _— __ - - 4x10 THA418 16 3�/a 171/1 72/8 16-16d — 6-161 1550 2830 3050 3050 1355` 2385 2740 2980 121,140 ® 4x10_ THA422 16 35/e 22 71/e 22 161 - 6 161 1550 3630 4090 4145 1355' 3075 3145 3195 -- - -- - ---- 4x10 THAC41$ 16 3S/e 17'/x 7r/e — 16-161 — 6-161 1550 2$30 ,3050. 3050 1355 23851.2740 2980 127 - - - - - -- 4x2 truss THA426 14 35/ 26 T/a; — 130 161. — l 5-16d 1715 4020 4625 1.4665 1355 3480 4000 4030 170 FACTORY SKEW 45 _ _ 1 4x truss (THAR/1_422 16 �3 r 225/8 8 4-101 2-10d 1-10d 12-10601/2� 10901090�10 — 915 1 915 T 915 47, 4x truss THA R/1_422 16 3 225/8 l 8 4 101 12 10d I 1 10d 2 10dxll/1 310 f 1675 x`1675 1675' 260T1405 11405 1405 1.16d sinkers may be used to replace 16d commons at 0.85 of table load 4.THAR/1_422 with 4-10d top nails and 2-10d face nails:When the hanger height is between 9'to 12', 2.Uplift has been increased 33%and 60%for earthquake or wind loading the allowable download is 1440 lbs for DFL and 1210 lbs for SPF No further increase allowed with no further increase allowed,reduce where other loads govern- °?%7 'c'::"I "�(a. ''�x" 1r;C; P.138'dna .° c ��., 3.Roof loads are 125%of floor loads unless limited by other criteria , 85 i SKEWED 45* {`£ This product is preferable to similar connectors because of a)easier installation, Az A2- L A' b)higher loads,c)lower installed cost,or a combination of these features. A'r A, Standardized 45°skewed hangers,angled slots direct nails to allow proper installation. Az MATERIAL SUR and SUL-16 gauge: HSUR and HSUL-14 gauge •• ° e FINISH:Galvanized.Some products available in Z-MAX; HSUR ° 4 v see Corrosion-Resistance, page 5. INSTALLATION:•Use all specified fasteners.See General Notes. •• SULC o •These hangers will normally accommodate a 40°to 50°skew. ` [FAvailable forIllustration shows left and ri ht skews SUR/L x and l 9 dels only (SUR=skewed right,SUL=skewed left). e •The joist end may be square cut or bevel cut. OPTIONS •Available with the Az flange turned in on r the 2-2x and 4x models only(see illustration). •To order,add"C"(for concealed)to the product name. Typical SUR fV Typical SUL Installation with e Installation with SUL •For example.specify HSURC46,HSULC46, Square Cut Joist Square Cut Joist SURC46,or SULC46. (HSUR similar) I ,,5 ��t�. (HSUL similar) o CODES:See page 10 for Code Listing Key Chart. DF/SP Species He SPF Species Header Dimensions Fasteners Allowable Loads Allowable Loads Joist Model Code i A,;,, Roof I Roof ca Size No. UphR Uplift Floor Uplift Uplift Floor Ret o W H B Ar A= Face Joist Snow(100) Snow Const (133)- (16D) (100) Const (115) (125) j (115). (125) et - - ------------ 2x4 SUR/1-24 1356: 31h 2 1Yu 1'/a I 4-16d 4-10dxPfz 450 450 : 530 610 : 665 415 450 460 530 575 -; 5 2 1'/6 ! lVi, l 6-16d 6 10dx1'k 720 765 800 960 1000 ! 625 750 ! 690 795 ! 860 y ! 2x6 8 SUR�L26 1/r _ 15/,6 12-16d `12-1Odxl1/z t%,7 1440 1730f 1595. 1835 199511250 1 2x10,12 SUR/1-210 19/16 81/8 2 `11/e 15/,6 10.16d 10-10dx1 Fz 1200 125U 1330 1530 1660 1040 1250 1150 1320 1440 2x14 , SUR/1-214 119/6; 10 2 11/s 1500 (j1380 1585 1725 26,83,140 3x10,12 SUR/1-310 2'/,a 8"/,e 2519 V12 2 !I 14-16d 6-1Odxl'h ' ';; 720 765 1860 2140 2330 625 750 : 1610 1785 1785 3x14 SUR/1-314 29/it 13 2Ys 1'h 2 18-16d 8-10dx1'h 960 1150 2395 2500 2500 830 1000 1795 1795 1795 (2)2x6 8 SURIL26 2 3/e 1415/16) 25's 1Ya 25/% 8 16d 4 16dx2'fz , 't 710 815 1065 ' 1225 13,301 615 735 i 920 1005 1005 F(2)2x6 8 li HSUR/1-26-2 3/s �415/,62'h6T1'/a 211,, 12-16d ,4 16dx21/z 715 815 18101850 2000 620 j 740 1390 1600 1740 33 83 - - -- - (2)2x10,12 SUR/L210-2 350 811ne 25/9 1'/is 23'6 14-16d 6-16dx2Y2 1065 1275 1860 2140 2330 !i 920 1105 !I 1610 !! 1850 2010 26,83,140 2)2x10 12 4SUPiL210 2 3'/8 811/,6 2'/is 11h !2ys 20-t6d 6-16dx2'h 1070 ! 1285 2680 3080 3350 930 1115 ! 2320 2670 2900 33,83 r _ _ - - - O1211/16 -' 1795 1795 26 83,140 2 2x14 ' I ' ' ,._ 1700: 2395 :2500 2500 1225 11470 9 SUR/1-2142 13/s 12/�s 1h 2a/s 1816d 8-16dx2/z `� 1430 (2)2x14 HSUR/L214-2 3/s 12"/16 2/is :1/w 20is 2616d 8-16dx2h 1430 1715 :3485 4005 4355 123511485 3015 3470 3770 33,83 u ' -- - 815 1065 1225 1330 615 735 920 11005 1005 26,83,140 4x6 8 SUR/1-46 3`.6 4/4 2/,6 1 23561 816d- 4•l6d 710 ! __ -- _-_- 4x6,8 HSUR/L46 33/,6': 43/4 2%,c l 1 23/,61 12-16d 4-16d 1 715 815 1610 1850 2000 ! 620 740 1 1390 !, 1600 1 1740 33,83 4x10,12 SUR/1-410 39/,6 8162 r 2'/16 1 123'1. 14 16d 6 16d 106511285 1275 1860 .2140 2330 920 1105 t 1610 1850 2010 26 83,140 - - _ 4x10 12 HSUR/1-410 39/,,.! 8'/z 2'/,6 1 2346 20-16d 6-16d 1070 2680 -3080 3350 930 r 1115 2320 12670 2900 33,83 4x14 SUR,'L414 �3"/,6 12Yz 2 56 1 23561 18 16d 8-16d 1420 1700 2395 2500 2500 1225 1470 i7 5 1795 1795 26,83,140 414 HSUR/L414 3?/i6 121112 2'/,6 1 2356 26-16d 8-16d 1430 !, 1715 3485 4005 4355 1235 ! 1485 i 3015 3470! 3770 33,83 z 0 1_Uplih loads have been increased by 33%and 60%for earthquake or wind 2.Roof loads are 125%of floor loads unless limited by other criteria. loading with no further increase allowed reduce where other loads govern. w � y 1 MULTtPLE K ' INSTALLATION:•Distribute the total load evenly about the centerline to avoid eccentric loading •Fasten all built-up members together as one unit. �� = � H2 •Net height will be calculated based on specified valley member depth and slope by the factory unless noted otherwise. SLOPED AND/OR SKEWED VALLEYS w2 •The valley stirrups can be sloped and skewed to 45°. 1 7 r�\w1 •The total design load of the hanger is split between the ridge(20%)and each valley(40°1) Typical MSC4 w2 RIDGE CANNOT BE •For two valley connections with no ridge member,divide the total load by two for each valley load. Installation SLOPED oRSKEWED CODES:See page 10 for Code Listing Key Chart. MSC1.81 with r-- Valleys skewed 45°, I Dimensions I Fasteners Hips Down I Allowable Loads and sloped 0° Model ! I 1, Max Max. Avg (100&125) Code : 1.Valley loads are for each valley. No. W H ! TF L Header Joist Ref. 2.Other valley-ridge load Skew 45 Slope Ult Valley Ridge Total y �- -` TF distributions are allowed �,: A4 Tv MSC2 19hs 5','z 2%s 12 !10-16d 18-10dx1vz 0` 2535 1265 6335 provided the sum of all three ml 26 10dx11/z 45' 2010 1005 5025 carried members is distributed MSC4 with ! 18 1Odx1'A 45 2535 1265 63_35 symmetrically about the center MSIC �� 618-tOd0 of the hanger and combined " Valleys 18 10dx1/2 45 0' 6,39 T 9 26 10d 45° 3335 1665 8335 do of exceed the total load. mcr x sloped and 1.811 sI z s 12 1 -16 2010 1005 5025 MSC4 3/,6 7/2 2',/8 18 :10 16d I 45 3335 1665 8335 3.MSC4 is also available in "E c" skewed 45° 31/a'Glulam width. =� Hlocr 5/a 9'2 18-16d 0° 6450 3220 16120 4.MSC5 is also available in MSCS 45' 170 , 2/e 26 !13 t6d 26-16d 45 5340 2675 13355 widths up to 5v2''. 67 l nn ocna a °(D F FFO + p o �� G� + �a nn, a 3zznz z zxCZt 1 n�i - F^ .,7 y a-'1 O T,-3 N n W 11) + AI 1 C O 7 mm :: oC-0-ooMC� a C- O nN <a C aro 0 oZo�zC°:�a x n v m as zzaM.1 [n co [Ti cny �- U1 + O �'T no mo o- 9nv + ncn a o noo >n z z 9 O + �_ cn� oa'� �F�cn o >>C U ^Ng n -30�oo z -< ra � o� arox ro ['70 a --3[D Z 7 mei ,N n O A X p na�n� �'omy C27 cn C) *3md o ago cn p + tn W -ti rh v�Sz -7o--3m �coz ro [7] + O li n rG a-'oar Z �14 N nz�n r- n4 a -o o� m a n x n m a N'zL;; pzA�n D O + O n r "� ommm C7MPOD X mz-� a n� t" z x z moo aornm aDO n:Or'7A Z rn �m0� n �� Cl x `m0 mm O=�ryn T.on Dn� d Zai Dn^Z Av�onb D � n� � rn n ��Z�• 70 In 9�� Cil Am~�' x r m m ^zoo Z CSJ Z 7:0O zb =� � ovo=x n a7:0 M a %v� :C7 �po pxy+p � �C rh a- �g W � z � rr-711 m N L-� C� P z r � n r7v� N70 � a o -y 1 D m C7 l'J n x W O Cy N Ln In [T C 7 m n ro m o cD 9 A --3 Y • y Y • • .� ----�vII ------ r� r---� ivi -----------------i Z C-- C z Va o x 2 >ra 617 • ---�L� i -------� � i Y li i c'C"� n^� 'b 'T7 x Cn Z CA cn Z C*7 ��iii CA m i i Z Ca. "0 a N '?7 C a Z1 C7 r om 7�� ao � oa aRo x C. a mo oczc� ' z z-� � �r D c a o C_2^bZ -3 o _o Ln cn x c x e a x --3 a o a -3-- JS? 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VII N Znjn=Anra�O L�p • C. -V d J/1J <pOC y�nO��v�0-'ci N Z Jpcmn p x NCA 'J C7 �TD'�OOD D 2�Anr DON.r-.N N d �'S� O T _n v,c uipNmaDp�n,2-,� a ��a C7 O CIO p zpnCA�.,i jz�4�r�Amnic Chi] VZ - a%{1 rtc_no��zD... nvH � N C7 np2A�r~�� U �� ZZnCp�yn Np nZN Dr n ic N CV U W s n NO LT, C v v L4 � v C: V) L4 V) v, c ,t C O _ z --3 --3 N x mLncD cD I � M zo Builder: j I I rmation David Lanier Job#: J-06-0164 File#: 7-063 ** � 15 ' II Salesman: David Lanier > R,g VV � I Designer: Kevin Ashworth 1 Manning Building Supplies eport'apidDeffivery pa Job: 1 Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Date: 3/9/2007 Phone:(904)268-8225 * Fax:(904)260-2981 Raab Resd. Del. Date: Lot 7 Ocean Breeze Ct. -Atlantic Beach FL Shipping Ticket Truss Level Apraud Pnnneref Alplm Enyneand Produpr.Ina Loaded Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight TC/BC OHR BC Size Ext.Weight 11 04-04-00 F1 0/0 00-00-00 4x2 01-04-00 44.8 LB 00-00-00 4x2 492.8 LB 16 23-08-12 F2 0/0 00-00-00 4x2 01-04-00 140.0 LB 00-00-00 4x2 2240.0 LB 6 26-04-06 F2A 0/0 00-00-00 4x2 01-04-00 159.6 LB 00-00-00 4x2 957.6 LB 1 11-02-08 F2B 0/0 00-00-00 4x2 01-04-00 72.8 LB 00-00-00 4x2 72.8 LB 5' 11-02.06 F3 0/0 00-00-00 4x2 ' 01-04-00 70.0 LB 00-00-00 4x2 350.0 LB 6 11-07-06 F4 0/0 00-00-00 4x2 01-04-00 72.8 LB 00-00-00 4x2 436.8 LB 9 22-00-12 F5 0/0 00-00-00 4x2 01-04-00 131.6 LB 00-00-00 4x2 1184.4 LB 16 22-04-04 F6 0/0 00-00-00 4x2 01-04-00 131.6 LB 00-00-00 4x2 2105.6 LB 3' 21-11-04 F7 0/0 00-00-00 4x2 01-04-00 126.0 LB 00-00-00 4x2 378.0 LB n Loaded Qty Description ❑ 20 1 THA422 --- -—------ —fit - - Y 1 W- HGUS412 'Georgia-Pacific Loaded Qty Span Description 1 10-00-00 BM1 16"LVL Page 1 Ot 2 HomeBASE by Alpine Engineered Products,Inc. Qty Span Description Pitch OHL TC Size Truss O/A Height Weight air TCBC OHR BC Size --_ - Ext.Weight 2 24-00-00 BM2 16"LVL ❑ 1 10-00-00 BM3 16"LVL D 2 04-00-00 BM4 16"LVL Total Trusses: 73 Total Jacks: 0 Total Load: 8218.0 LB rw One set Installation and Bracing instructions Accepted By: Date Signature Please Print Name Loaded By: Date Driver: Date Initials Initials �a �w P" HomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 aaluel pined :MdVVS�IIdS yljoMgsy ulna}l :H3NJIS3o Oz o Oz -13 azaaie ueao0 L lol :SS3baa`d m o uj LL 'psa�l geed :NOIidIa0S30 0 Q O Jaluel pineQ 12i3misno a •- �u r k. w U O w Z J O � w J T uj Ofw cn OIF -11 M ) Uw lJ J lill 111 .1 Z 10Itm �./ 4 m�m I N � Q � N T N � m .p.4 .... .. .... -i_ El::.: ::: ,Z w 0 LU J �— 9,0I,ZZ -- 0 L„s,0 L t9 „8,91, �_ PRODUCTS HARDWARE SCHEDULE 917/2006 2006 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOORI ROOF1 UPUFTJ HEADER JOIST TYPE NOTES 8300 A HTU2n 07,119' 2880 3200 1250 20 16d 14 10dxl.5 TRUSS Min.Load 1/8" a 8300 A HTU2Ei 2880 3600 1555 20 16d 20 10dx1.5 TRUSS Max.Load 1/8" a 8300 A HTU26 9 2880 3100 1175 20 16d 14 10dx1.5 TRUSS Min.Load 1/2" a 8300 A HTU26 9 2880 3580 1215 20 16d 20 10dx1.5 TRUSS Max.Load 112" a 83p?, B HTU2II 8 3745 3895 1235 26)16d 14 10dx1.5 TRUSS Min.Load 1/8" a 8303 B HTU28 8 3745 4680 2140 26 16dl/13;10dx1.5 TRUSS Max.Load 1/8" a 8303 B HTU28 nd;?7:e" 129 3720 3770 1125 (26)16d 14 10dxl.5 TRUSS Min.Load 1/2"gap 8303 B HTU28 n,h?11. 129 3720 4655 2140 (26)16d 26 10dx1.5 TRUSS Max.Load 1/2"9.p 8141 C HGU526-2 rnh 4��:1G' 127 3940 5240 2325 (20)16d (8)16d TRUSS 2 PI Truss 8309 D1 HGUS28-2 mn69,1G- 127 6805 7925 3220 3616d (I 2)16d TRUSS 2PI Truss 8311 D2 HGUS28-3 nth c 1t:16' 127 6805 7925 3220 (36)16d 12 16d TRUSS 3 PI Truss 8324 E SULIR 26 86 800 1000 765 (6)16d 6 10dx1.5 TRUSS Skewed 45' 8333 F SULIR 210 86 1330 1660 1250 (10)16d 10 10dxl.5 TRUSS Skewed 45' 8334 G LSSU210 114 1110 1390 875 10110d 710dxl.5 TRUSS Sloped-varies 8334 G LSSU210 114 995 1205 785 9 10d 7 10dxl.5 TRUSS Skewed-vanes 8321 H THJA26 134 2680 3265 960 (20)16d (6)HJ(4)EJ 10dxl.5 TRUSS Hip Jack&End Jack 8318 I THA422 Min 125 1635 1635 4 To 2 Face 16d 6 16d SYS 42 8318 I THA422 Max 125 3630 4145 1550 (22)16d 6 16d SYS 42 8329 11 THA422-2 Min 125 2810 2810 1(4)Top(4)Face 16d (6)16d SYS 42 12 Ply S 42 8329 11 THA422-2 Max 125 4720 5525 1715 (30)16d (6)16d SYS 42 2 PI S 42 8325 J THAC422 Min 125 1635 1635 (4)Top(2)Face 10dxl.5 (6)16d SYS 42 Inverted Flange 8325 J ITHAC422 Max 1251 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flan e (4)10dx1.5 Top (1)10dx1.5 Straight Skewed 45'intoSy42 8319 K THA422 L/R Min 131 880 1 880 (2)10dxl.5 Face (2)10dxl.5 Stant SYS 42 1ply Top chord (4)10d Top (2)10d (1)10d Straight Skewed 45'into Sy42 8319 K THA422 L/R Min 131 1090 1090 Face 2 10dxl.5 Slant SYS 42 2ply Top chord (4)10d Top (1)10d Straight Skewed 45'Into 9' 8319 K THA422 UR Max 1 131 1675 1675 310 12)10d Face (2)10dxl.5 Stant SYS 42 Beam min. 4111111 8336 Ki ITHA426 Min 1 125 2425 2425 (4)Top 4)Face 16d (6 16d SYS 42 8336 K1 ITHA426 Max 125 4020 4655 1715 (30)16d (6)16d SYS 42 8317 L I SUL/R 410 86 1860 2330 1275 (14)16d (6)16d I SYS 42 Skewed 45' 8308 M ILSSU410 114 2430 3035 1 1150 (18)16d 12 10dx1.5 I SYS 42 Sloped-vanes PIP 8308 M ILSSU410 114 1625 1625 1150 (14)16d (12)10dxl.5 I SYS 42 Skewed-vanes 8136 N IUT312 93 1110 2 1390 255 10 10d 10dx1.5 I-JOIST Face Mount 2.5" 8137 O HU312-2 941 2145 1 2680 1 1085 (16)16d (6)1 Od I-JOIST 2 Ply Face Mount 8140 P I IUT412 931 1110 1 1390 1 255 (10)10d 2 10dxl.5 I-JOIST Face Mount 3.5" 8135 Q IMIT316 1061 2400 1(4)Top(4 Face 16d (2)1 0dx1.5 I-JOIST Too Mount 2.5- 8150 R SULIR 310 861 1860 1 2330 765 (14)16d (6)1 Odxl.5 I-JOIST Skewed 45' 8151 S SUL/R 314 86 2395 2500 1150 18 16d 8 10dxl.5 I-JOIST Skewed 45' 8147 T I LSSUH310 114 2295 2295 1150 18 16d 12 10dxl.5 1-JOIST Sloped-vanes 8147 T ILSSUH310 114 1600 1600 1150 (14)16d 112)10dxl.5 l-JOIST Skewed-vanes U1 jHU9 Min 95 2410 3015 1 865 (18)16d 6 10dxl.5 1 PLY LVL Min.Load U1 HU9 Max 1 95 3215 4020 1 1440 (24)16d (10)1 0dx1.5 1 PLY LVL Max.Load 8144 U2 1HU11 Min 951 2950 1 3685 1 865 (22)16d 6 10dx1.5 1 PLY LVL Min.Load 8144 U2 jHU11 Max 95 4020 1 4405 1 1440 (30)16d 10 10dxl.5 L 1 PLY LVL Max.Load 8148 IHGUS48 951 6805 1 7925 1 3220 (36)!6d 12 16d 2 PLY LVL 8149 IW HGUS412 951 9155 1 9155 1 4055 56)16d (20 16d 2P LVL 8152 IX IHGUS412L sq end 195,189i 4211 1 4211 1663 (56)16d (20)16d 2P LVL Skewed 45' Lf 8152 iX IHGUS412L bevel end 195+1891 6134 1 6134 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf 8153 IX IHGUS412R sq end 95+189 4211 4211 1663 (56)16d 20 16d 2 PLY LVL Skewed 45' Rt 8153 X I HGUS412 R bevel end 195+1891 6134 6134 1663 56 16d 20 16d 2 PLY LVL 1,Skewed 45' Rt 8154 Y IHUC412 Min 195+1911 2145 2680 1085 (16)16d (6)1 Od 2 PLY LVL Inverted Flan e 3154 Y IHUC412 Max 195+1911 2950 3685 1 1810 (22)16d (10 10d 2 PLY LVL Inverted Flan e 8145 Z HGUS5.50/12 1 961 9155 1 9155 1 4055 (56)16d (20 16d 3 PLY LVL 3146 ZZ jHGUS7.25/12 1 961 9835 1 9835 1 4055 (56)16d (20)16d 4 PLY LVL CU1 =; 02 19800 19800 6365 (28)SDS 1/4 x 3^ ;28)SDS 1/a x 3' 3 PlyT uss/LVL CU2 ? 102 19800 19800 6365 (28 SDS 1/4.x 3" 28)SDS 1/4 x 3" 4 Plv T uss/LVL CU3 D,H2 i 138 10010 10010 3010 (10110d&(2)314"Me 8 3/4"MB 7, 'c 2 Ply Heav Truss laces Seat Plate 40 a)10dxl.5 Truss Spacer �ws !401 1 1 Each Truss Screws ;rr wS ,5' ?40 1 Each Truss Screws -ws 40 Each 3C., Screws ms tea: semr:;.; A307 Bolt Assembl Each ,s E�RVL �B-lt- A307 ou xs emr,. Boit Assembl Each os FACE MOUNT HANGERS Model ' Down I Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Code A�9 Upiitt' Uplift' Floor 1 Snow Roof Wind Uplift' Uplift' Floor;Snow I Roof j Wind Uplift' Uplift' floor Snow Roof Wind Ref. Na. Ult (133) ( (160) (100)1.(115)j(125) (133) (133) ! (160) 1(loo 1(115)1(125)1(133) (133) (160) (100) (115) (125)I(133) SINGLE 2x SIZES LUS24 3850 1 465 490 640 735 800 850 490 490 690 795 865 920 390 465 540 625 675 730 1 4,37,87,140 LUS26 5167 930 ', 1115 830 955 11040; 1110 1010 1165 900 1035:1115 1200 780 : 935 700 805 1 875 950 MUS26 5882 1090 1090 1310 1505 1640 1 1740 1090 1090 1425' 1640 1780 1740 915 915 !1100;1265 11380 '1465 160 HUS26 1 10000 1550 1550 2565 2950 3205 3335 1550 ! 1550 2785 3200 3325 3335 1465 1550 2210 2490 2540 j 2580 4,37 HGUS26 1 14755 2325 2325 3940 4700 4700 4700 2325 2325 4265 4700 14700 14700 1995 1 1995 1 3410 !3920 14070 4070 160 HGUS28 14755 1 3220 3220 5970 5970 5970 5970 3220 1 3220 15640 5850 15970 1 5970 2705 12705 4245 14405 14510 1 4510 LUS28 6066 930 1115 i 1055 1210 1320 1 1405 1010 1165 1140-1310,1425 1 1520 780 935 1 890 1025 1115 !1185 4,37,87,140 MUS28 8528 1 1555 1555 1750 2010 2185 2325 1555 1555 1900 2185 2375 1 2325 1305 1305 11470 ;1690 1 1835 11955 160 HUS28 13167 2000 2000 3585 3700 3775 3840 2000 ! 2000 3380 3505 3585 3655 1720 11720 2580 2680 12745 1 2800 4,37 LUS210 7750 930 1115 1275j1470 1595 1700 1010 1 1165 ,138011590 1172511840 780 935 1085 1245 1355 1445 4,37,87,140 HUS210 18833 2845 3000 3775 3920 4020 4100 1 3000 3000 13585i 374513850 3935 2320 2780 1 2745 12870 12955 13025 1 4,37 Min. Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir Madel Dawn Allowable Loads Allowable Loads Code No. Height Heel Ga W H B Carrying Carried �j9 Uplift' Uplift' Floor Snow Roof Wind Uplift' Uplift' Floor Snow Roof Wind Ret. Member Member (133) (160) (100) (11 5) �(125) (133) (133) (160) (100)1(115) (125) (133) DOUBLE 2x SIZES Pill LUS24-2 21/. 18 1 31A 31A 2 1 4-16d i 2-16d 5303 1 565 565 765 880 960 1020 465 555 640 735 800 880 LUS26-2 4%. 18 1 31A 47/a 2 4-16d 4-16d 5303 1140 1165 1000 1150 1250 1335 925 11115 820 945 11025 1145 HHUS26-2 45/,s 14 3% 5 13 14-16d 6-16d 14667 1550 1550 2580 2965 3225 3440 1395 1550 2165 2490 2710 2960 4,37,140 HGUS26-2 1 4%, 12LA. 5% 14 20-16d 8-16d 17160 1 2325 12325 3940 4535 4930 5240 1995 1995 3410 1 3920 1 42601 4535 1 3,39,140 LUS28 2 49/ie 18 1 31/8 7 2 6-16d 4-16d 7750 1 1140 1165 12fi5 1455 1585 1690 1 925 1115 1 1050 1. 1210 1315 1450 1,84 HHUS28-2 69/1, 14 1 35As 67/e 3 22-16d 1 8-16d 19850 2000 2000' 3885 4465 4855 5180 11860 2000 3275 3765 4095 1 4355 4,37,140 HGUS28-2 69/16 12 1 37/is j 7Ytia j 4 i 36-16d 112-16d 24880 3220 3220 6805 7830 7925 7925 j 2705 2705 5890 6320 6425 6575 3,39,140 LUS210-2 67/1e 18 3% 9 2 1 8-16d 6-16d 10907 1550 1550 1765 2030 2210 2355 1390 1550 1465 1680 11830 1950 1,84 p HHUS210-2 8% 14 35/ie 8�/e j 3 30 16d 10-16d 22167 2855 1 3430 5190 5900 • 5900 5900 2330 2795 4385 ; 4795!4875 4945 4,37,140 a HGUS210-2 BY,. 12 37/,s 9'/,s 4 146-16d 16-16d 27945 3630 11 3630 8650 8940 8940 8940 3050 3050 ;6515 6775 68651 7065 1 3,39,140 y TRIPLE 2x SIZES h HGUS26-3 413/,9 121415/,sj 41h 4 1 20-16d ! 8-16d 17160 12325 2325 13940 1 4535 1 4930 5240 1 1995 1995 13410 1 3920 14260 4535 HGUS28-3 61:i/15 12 i415hsi 71A 4 1 36-16d 12-16d 24880 3220 3220 1 6805 7830 7925} 7925 2705 1 2705 1 5890 1 6655 1 6655 j 6655 160 HGUS210-3 813/,6 1, 12 141%ai 91A 4 46-16d 16-16d 27945 3630 3630 1 8780 8940 1 8940 8940 3050 3050 1 7510 7510 7510 7690 HHUS210-3 85/16 j 14 14"Asi 9 1 3 1 30-164 I 10-164 1 22167 2855 1 3430 1 5190 1 5900 1 5900 1 5900 1 2330 1 2795 J4385 5040 50751 5075 170 ' OUADRUPLE 2x SIZES HGUS26-4 51h 1 12 1611A.i 5% 4 1 20-16d 8-16d 17160 j 2325 1 2325 1 39401 4535 49301 5240 11955 1955 1 3410 3920 4260 4535 170 FHGUS28-4 71/4 1 12 1611/1si 7'/e 1 4 1 36-16d 1 12-16d 24880 1 3220 3220 68051 7830 j 7925 1 7925 1 2705 2705 15890 1 6655 j 6655 1, 6655 z I HGUS210-4 9% 12 16,tA, 91A 1 4 46-16d 16-16d 27945 3630 1 3630 8780 8940 8940 1 8940 1 3050 3050 17510 1 7510 175101 7690 1 160 7HHUS210-4 81A 14 61/5 87A 3 30-16d 10-16d 22167 2855 3430 5190 5970 6490 6920 1 2450 2940 !4475 5145 1559515970 170 w HGUS212-4 1 10% 12 1511/+e 101/2 4 56-16d 20-164 1 27885 j 4055 1 4055 9155 9155 9155 1 9155 j 3405 3405 1 7690 7690 !7690 7870 o ' HGUS214-4 12% 12 1611/,s1121h 1 4 1 66-16d 1 22-16d 31710 5380 1 5380 110015110015 100151 100151 4520 4520 8415 8415 18415 1 8415 160 n 4x SIZES LUS46 43/e 18 !39/1e1 43/4 1 2 1 4-16d 4-16d 6076 1140 1 1165 11000 1150 1 1250 1335 925 11115 1 820 945 1 10251 1145 1 1,84 HGUS46 4'/16 12 1 35/e 4r/,s i 4 1 20-16d 8-16d 17160 2325 1 2325 3940 4535 4930 5240 1995 1995 134101 39201 42601 4535 1 3,39.140 HHUS46 45/+e 14 !3% i 51/e 3 14-16d i 6-16d 14667 1 1550 1 1550 1 2580 1 2965 3225 13440 1395 1550 1 2165 12490 2710 1 2960 1 4,37,140 LUS48 4% 18 39/,61 63/4 2 6-16d 4-16d 7750 1140 1 1165 1265 1 1455 1585 1,690 925 1115 1050 1 1210 1 1315 i 1450 1,84 3 HUS48 31/s 14 391161 7 2 5-16d 6-16d 11190 '550 1550 15051 /730 1885 2010 1315 1550 124011425 155011650 j HHUS48 6'h 14 35/4 ? 3 22-16d 13-16d 19850 2000 ' 2000 1 3885 1 1465 1855 5180 1860 2000 3275 3765 4095 1 1355 1 4.37.140 HGUS48 6'/+e 12 3=A 7'/16 j 4 36-16d i 12-16d 24880 3220 3220 16805 i 7830 1925 + 7925 2705 2705 5890 1 6655 16655 1 6655 3,39.140 ro US410 61A 18 11 39/,6 i 83/4 2 1, 3-16d i5-16d 10906 550 1550 1765 1 2030 1 2210 2265 11390 1550 1465 i 1660 j 1830 12025 1 1.84 HHUS410 33A 14 ;35A 9 3 1 30-16d 1 10-16d 22167 2855 3430 1 5190 ! 5900 5900 5900 2330 ' 2795 4385 5040 5075 5075 4,37,140 HGUS410 31/1s 12 35/a 9 4 46-16d 1 16-164 t 27945 3630 1 3630 8780 1 8940 1 8940 3940 3050 1 3050 7365 7510 1 7510 7690 3,39,140 HGUS412 10'/,e 12 3% ,10'/,51 4 1 56.164 i 20-16d 27885 4055 i 4055 '?155 9155 9155 2155 3405 3405 7690 1690 71690' -690 160 HGUS414 117%6 12 1,% .12/16, 4 66-16d 22 164 31710 3380 5380 19015 10015 10015i '0015 1520 4520 "890 8185 83801 63801 J01 ft loaas have been increased 33%and 60%for earthquake or wind loading with no further increase allowed. 'ivide by 1.33 and 1 60 for normal loaainq as in cantilever construction. I Nind 11331 is a aownloao rating. ;.Minimum heel height requireo for Tull table loans.For less than minimum heel height contact Simpson. pia 05 r The THA series'extra long straps allow full code nailing and , be field-formed to give top flange hanger convenience. �3n IATERIAL:See table. INISH:Galvanizedj INSTALLATION:•Use all specified fasteners.See General Notes. Dome Double •Two different installation methods may he used: Shear Nailing ®': H prevents tabs i Maximum nailing-Install all face nails according to the table. c < Nails used for the joist attachment must be driven at an angle breaking off 9 1 i (available on 'i'for so that they penetrate through the corner of the joist into THAc422 the header. some models) „� >. THA 21I2'for � With single 2x carrying members,use 10dxl'/'nails Into the U S patent 5,503,580 h w,1 ?; THA422-2 a Y THA426-2 I! carrying member,and 10d or 16d commons into the carried THA29 member,and use 0.81 of the table v8 gauge,and value for 1Double / 0.68 of the table value for 16 gauge. H IN" Minimum nailing-For the THA29,the minimum nailing Shear Nailing , THAc422 I schedule requires the use of joist double shear nailing as detailed above,and that the strap be field formed over the Side View 4 Top Na115 header a minimum of 21/z''.A minimum of four top and 4x Nader .r I four face nails must be used. f �rrrc $ For all models except the THA29,the minimum nailing schedule may be followed where double shear nailing is not possible,provided the 4 Face, strap is field-formed over the to of the Nails Typical THA29 header a minimum of 1 Yz'for the THA213 and THA413,and 2"for all others,and * Minimum Nailing Installation a minimum of four top and two face nails are used.The joist double shear nailing he -�. tabs are easily straightened so thatrr ' -,IorststraigINads Double Shear nails can be driven straight into the joist. Nailing Top View Typical THA Minimum U.S.Patent 4,480,941 CODES:See page 8 for Code listing Key Chart. •yN e' Nailing Configuration on a Typical THA installation 4x Nailer(except THA29) with a 4x2 floor trussfilm Spruce-Pine Fir Dcug-Fir LarchlSouthem Pine Allowable Loads Fasteners' Allowable Loads Code Dimensions Dawn a E5) a Ref. Minimum Carried Avg I Uplift Floor Snaw FloorSnow RootCarried MNodel Ga Me berI Member Ulf (133& (100) i(115)' 50) I(100) (115) (125) 1 {1 4ember W H C 150) Top Face ' Straight Slant MINIMUM NAILING-TOP FLANGE 1815 4 10d 8167 1 750 2260 23101 2350 750 128 1280 1280 2x4 THA29 18 1%—1 9 5 i 4-1 D! 4.10d - - 5343 - 1615 1615 1615 I - 1,36,84,122 135 1 5 4-10d 2-1 Od!4.10dx1 1615 !1615 1615 - 1280 1280 1280 2x6 THA213 181 13 - 5343 — 17 S 4-tOd 2 10d 4-10dx1 5085 1635 1635 1635! - 1465 1465 1465 1 2x6 �THA218 181 1 - - - 11465 1465 1465 - 5085 - 1635 1635 1635 1 2 2x10 'THA218-2 i6 3Y 17+ 8 ;4-i6d 2-i6d; 6.16dx2 (2)2x10 THA222 2 i,16 3Ye 223X,I 8 14.16d 2-16d 6.16dx2yt 5 - 1 1615 1615 1 1615 '1 = 1 1280 1260 1280 3 t 3Xe 4Yz !4-1 Od 2-10d 4-1 Od i — 343 1465 1465 1 1465 . 7x6 THA413 181 y- — 5085 — 1635 1635 1635 170 z 4x10 THA418 161 3% 1T/ 7'/e 1 4-16d 1 2-16d 6-16d — — 1635 1635 j 1635 — 1465 1465 1465 3 17y 7� 4-16d 2-16d 6-16d 5085 — 1635 1 1635 i — !1465 1465 1465 t,36,84,122 4x10 ITHAC418 1161 5/e - 1635 5085 � W 22 7/e 4-16d 12.16d 6 16d - 1465 1465 1465 I 122 - 4x2truss 1 THA422 16 31/e 5085 1 - 1635!1635 1163517 22 r '4.16d 2-16d I 6-i6d 1 — 8720 � 1 2425 1 2425'2425 I — 11940 1940 i 1940 170 dx2truss 'THAc422 16 I 35/ — — 1 g40 1940 1940 4x2truss THA426 1141 35 26 I 4-16d t 4-16d 6 16d — 8720 1 — 2425 2425 1 2425 1 — 1x2truss THAC426 141 35 26 4-16d 14.16d 6-16d 8727 — 2810 "810 12810 — 2260 2260 12260 122 2 4x2truss;THA422 2 141 7Y, 22Y gy, 4-16d 14-16d 6-16d _ 2810 2810!2810 — 2260 2260 2260 I a-16d 6-16d 8727 ; — 2260' 2260 2260 170 !214x2truss T I C422 2 14', 7Y 22 v 9/, 4-16d I _ 8727 — 2810 2810 2810 1 — 41 'Y, 26Y ox/, 4.16d 14-16d 6-16d — 2810 2810'"810 — 2260 2260 2260 2truss(THA426 2 2 4.16d 14.16d 6.16d — 8727 12 4x2 truss THAC426-2 i 14! 'Y, 6Y 9'/° MAXIMUM NAILING—ALL NAIL HOLES FILLED _ 4-10d 8250 i 750 2125 '2310 2350 . %50 1740! 1785 1 1815 1 a ?x4 THA29 18 1 i 5 9 V n Y,5Y — ',14-tOd�l — 4-tOd 7983 ! 930 795 18401 '870 I -80 1 1385 1425 1 1450 I ?x6 THA213 18 I X795 • 1840 11870! 80 1385 11425 1 1450 1.36 84,1221 81 15/ 7�/ 5Y — 18-1Od1 — 4-10d 9120 930 x6 THA218 17,v 8 — 6.16d, — 6.16d 11500 1 1550 2630 105031355 2385` 2740 12820 i 2;2x10 HA218 2 161 Y _ 22 16d� — 6-t 6d 13067! 1550 3510 3595 3650 1355 127051 2775 2820 1 212x10 THA2222 161 3Y 22/ 3 6601 1910 2075 4-10d '983 930 940 2235 2400 050 255 '23851 2740 1 2980 !xo THA413 81 35/a 13Xe 4Yz — 4.10d1 6.16d 115001 1550 2830 3050 X050 '355 2385' 2740 2980 170 J X10 THA418 6' 3s/e +�" — 16.16d — 6.16d 11500 1 1550 28__3 _050 4145 1355 30751 3145' 3195 1,36,34,122 1x10 -HAC418 6. 5/e A — 6d 13067' '550 >630 =090 3145' 3195 22 x'2lruss -HA422 16 Sig ZZ �% — 22.16d — 6.16d 13067 1 1550 3630 10; 4145 1355 3075 1 — 22-16d — 1020 1625 1655 '355 3480' 4000 1030 70 x2truss "HAC422 6 35/ `2 — ;•16d 148361 715 420 x2truss HA426 4' 35i .6 — ;0-16d 16d 148361 '715 =020 -625 1655 355 3480! 4000 =030 30-16d — ;430 =525 395 4025 1420 ya20 22 :x2truss "HAC426 4 ''/ 26 — ;.16d 18283 1715 -'20 1x — ;0 6d ;430 3525 '395 1025' 1420 214x2truss HA422 a' �� -�Y — n-16d 18283715 -720 3255 70 214x2truss -HAC422 2 'a' - ,ry "' — 0-'oil. 1 7?5 -695 -695 =695 ­195 .3255 3255 �_ — 8 .6d — ^ '6d 82831 1 ;255 21ax2truss -HA426.2 '4 _ -6Y' — — -,Fa 18283 '71t .695 -095 -695 '395 3255 255 =6Y 8 16d 4x2truss HAC426-2 - Foot loans are 1254'o et floor loads uniess limited ov orner criteria. 3d sinkers may oe used to remote 15d commons a'G 85;r table ioaa nOge aputi loan ior-HA422.2 and THAc422-2 1s 2060 lbs. Udutt has been increased 33%ana 60%Tor earthauaxe of ulna Womb wlin °°�o a,Mwpn.r-auce wnere other loans govern. ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval#FL1999 Page 1 of I Document ID:1TC815 I-ZO106090037 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-06-0164--David Lanier -Raab Resd. Lot 7 Ocean Breeze Ct. Atlantic Beach, FL Truss Count: g Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/`FBC y Engineering Software: Alpine Software,Versi'on 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor - 55.0 PSF @ 1.00 Duration Wind No Wind Seal Dam ,1 1/06/2007 Notes: 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 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 of Jacksonville, Inc. for the above referenced job identification. Loadsapplied b 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: Ref Description Drawin Date .- 1 88179-41 07310007 11/06/07 2 88180-42 07310005 11/06/07 3 88181-42A 07310006 11/06/07 4 88182-42B 07310009 11/06/07 5 88183-43 07310008 11/06/07 6 88184-44 07310002 11/06/07 7 88185-45 07310004 11/06/01 8 88186-46 07310003 11/06/07 9 88187-47 07310001 11/06/07_ I illllll lltli 111111(111.1111 NI11111 r to m v xc rD 0o0 m o c coo cr o yrc n 70 C) , nn yrs c7 D �-r o T o� r AAA A cn xxx N•W w fTl N o.�arr cT a C d NUJ NNN a nD <zz a CD z D � 1 A G-z Z in iD—m - - N CTI O O O �+ i z z O X X W C7 70 C7 rD T �o III a �c aT o 7u � v A w c O o o III x �, W (4m _. w nn o7 o CD V III �z - m o rn rD w o m _ N -S Xd 1 C cc cn w (S1 v N = N III 4� A T rD n (n W = w c J X X v A oZ;2t ID N O T o00 �v \ W + X -1 CD Cn D � F-N O � co _c N rn rD N c - O O O _ v C7 r V1 z S CD A novo D rD _ -13m-irz J C OC+ V �O� D W Ommm fD to C:)C:, r c . mina fV CD.m�.. 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Date: Raab Resd. pw Lot 7 Ocean Breeze Ct. Atlantic Beach FL Shipping Ticket - —� Truss Level Apnud Penner sf Wooffruss AIDMe Enpne—d PmWala,Ina Loaded Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight TC/BC OHR BC Size Ext.Weight 1 13-08-00 T1 6/0 01-06-00 2x4 03-05-04 58.8 LB 01-06-00 2x4 58.8 LB 1 25-00-00 T2 6/0 01-06-00 2x4 07-00-00 140. LB +�* 01-06-00 2x4 140.0 LB' 2 25-00-00 T3 6/0 01-06-00 2x4 07-03-15 117.6 LB 01-06-00 2x4 235.2 LB 4 25-00-00 T4 6/0 01-06-00 2x4 07-03-15 117.6 LB 01-06-00 2x4, 470.4 LB 1 25-00-00 T5 6/0 01-06-00 2x4 07-03-15 5600.0 LB (4-Ply) 01-06-00 2x8 5600.0 LB 2 09-00-00- T6 6/0 01-06-00 2x4 05-06-15 47.6 LB' 00-00-00 2x4 95.2 LB 4 03-06-00 T7 6.00/0 01-06-00 2x4 02-09-15 16.8 LB 00-00-00 2x4 67.2 LB A pnnld dP PMrrr e/ • • • • • AlPlne En�InPrWiae.lx Loaded Qty Span Description Pitch . OHL TC Size Truss O/A Height Weight • TCBC OHR BC Size Ext.Weight ❑ 1 10-06-09 F8 0/0 00-00-00 4x2 01-04-00 67.2 LB 00-00-00 4x2 67.2 LB 1 11-06-09 F9 0/0 00-00-00 4x2 01-04-00 72.8 LB 00-00-00 42 72.8 LB ❑ 1 12-06-09 F10 0/0 00-00-00 4x2 01-04-00 78.4 LB ► 00-00-00 4x2 78.4 LB 1 1 13-06-09 F11 0/ 0 00-00-00 4x2 01-04-00 81.2 LB 00-00-00 4x2 81.2 LB r' 1 14-06-09 F12 0/0 00-00-00 4x2 01-04-00 89.6 LB 00-00-00 4x2 89.6 LB eew 5 14-10-08 F13 0/0 00-00-00 4x2 01-04-00 89.6 LB 00-00-00 4x2 448.0 LB HomeBASE by Alpine Engineered Products.Inc. Page 1 of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 7 03-00-14 F14 0/0 00-00-00 4x2 01-04-00 33.6 LB 00-00-00 4x2 235.2 LB 1 21-11-04 F15 0/0 00-00-00 4x2 01-04-00 123.2 LB 00-00-00 4x2 123.2 LB 2 21-11-04 F16 0/0 00-00-00 4x2 01-04-00 123.2 LB 00-00-00 4x2 246.4 LB 4 22-04-04 F17 0/0 00-00-00 4x2 01-04-00 128.8 LB 00-00-00 4x2 515.2 LB MZS212 =Zs= 18 22-04-04 F18 0/0 00-00-00 4x2 01-04-00 128.8 LB 00-00-00 4x2 2318.4 LB 7 11-11-00 F19 0/0 00-00-00 4x2 01-04-00 70.0 LB 00-00-00 4x2 490.0 LB + ❑ 2 11-11-00 F1 9A 0/0 00-00-00 4x2 01-04-00 70.0 LB 00-00-00 4x2 140.0 LB 1 11-11-00 F1 9B 0/0 00-00-00 4x2 01-04-00 106.4 LB 00-00-00 4x2. 106.4 LB 4 22-05-00 F20 0/0 00-00-00 4x2 01-04-00 137.2 LB 00-00-00 4x2 548.8 LB 7 22-07-08 F21 0/0 00-00-00 4x2 01-04-00 142:8 LB 00-00-00 4x2 999.6 LB esu 1 10-02-08 F22 0/0 00-00-00 4x2 01-04-00 75.6 LB 00-00-00 4x2 75.6 LB 1 10=02-08 F23" 010 00=00-00 4x2 01-04=00 75.6 LB, "m 00-00-00 4x2 75.6, LB` 7 08-04-06 F24 0/0 00-00-00 4x2 01-04-00 58.8 LB 00-00-00 4x2 411.6 LB Loaded Qty Description 0. 6' W HGUS4.12 1 Y - HUC412 F 4 L - SUL410 ❑ 6 A- HTUS26 50 I - THA422 e� : - Loaded Qty Span Description 2 12-00-00 BM6 16"LVL HomeBASE by Alpine Engineered Products.Inc. Page B 12 BM13 4'6.. HGUS412L LEDGER 5'6" 3.7.. I LD C� CD CV m APPLY 2 LAYERS OF 16" LVL SEE ENG FOR NAILING SPECS BM11 U) B M 10 cy) BM8NhN F19F LEDGES___.— EDGE BM6 F 19R � BM9 GUS412 UC412 __.. U BM7 HGUS41 T7 c N N a) j T6 r L_C GU 412 HGUS41 0Li C 0 aL n ALL FLOORS — .0 3-0 1'7"8 oc SPACING OUIV E-10 y 0 a)O�J O L() 2 v�r` c�} > 0 > > o T4 1 N ❑�JY❑Z 2' ALL OTHER HANGERS co Wo�w2 THR422 =CDwZ= 2 0� w � (n O W (nC](!7J I T3 2 L)U 0U)i 5'°" 2 w CD T2 1 . 1 JOB N0: i-06-016 3 8 7 ' PRGE N0: 1 OF 1 ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:I TC815 1-Z0206090148 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-06-0164A--David Lanier -Raab Resd. -- Lot 7 Ocean Breeze Ct. Atlantic Beach, F Truss Count: 26 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering software: Alpine Software,Versions 7.35, 7.34. S Structural Engineer of Record: Theidentity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor 42.0 PSF @ 1.00 Duration Wind 120 MPH ASCE 7-02 -Partially Enclosed - Notes: Seal Date: 11106/2007 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 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 of Jacksonville, Inc. for the above referenced job identification. Loads applied 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-140GS-GBLSY42A-GBLSY42B Ref Description Drawing# Date 1 88188--T1 07310035 11/06/07 2 88189--T2 07310014 11/06/07 3 88190--T3 07310015 11/06/07 4 88191--T4 07310.019 11/06/07 5 88192--T5 07310023 11/06/07 6 88193--T6 07310021 11/06/07 7 88194--T7 07310022 11/06/07 8 88195-48 07310010 11/06/01 9 88196-49 07310030 11/06/07 10 88197-410 07310032 11/06/07 11 88198-411 07310034 11/06/07 12 88199-412 07310031 11/06/07 13 88200-413 07310020 11/06/07 14 88201-414 07310012 11/06/07 15 88202--F15 07310033 11/06/07 16 88203-416 07310029 11/06/07 17 88204-417 07310028 11/06/07 18 88205-418 07310011 11/06/07 19 88206-419 07310013 11/06/07 20 88207--F19A 07310024 11/06/07 21 88208-4198 07310025 11/06/07 22 88209-420 07310016 11/06/07 23 88210-421 07310027 11/06/07 24 88211-422 07310017 11/16/07 25 88212-423 07310018 11/06/07 26 88213-424 07310026 11/06/07 1111111111111111111111111 U 11111111 z <n 1. 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Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Phone:(904)268-8225 ' Fax:(904)260-2981 Date. 6/7/2007 Raab Resd. Del.Date.. Lot 7 Ocean Breeze Ct. Atlantic Beach FL Shipping Ticket Truss Level Agaud DemrorM Wooffruss AIPNe EnpnnrM Produdr.MC Loaded Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 07-00-00 T8 6/0 02-00-00 2x4 03-09-15 42.0 LB 00-00-00 2x4 42.0 LB 1 07--00-00 T9 6/0, 02-00-00 2x4 � 04-06-15 30.8 LB 00-00-00 2x4 30.8 LB 2 01-00-00 J1 6/0 02-00-00 2x4 01-09-15 8.4 LB 00-00-00 2x4 16.8 LB 2 03-00-00 J2 6/0 02-00-00 2x4 02-09-15 14.0 LB 00-00-00 2x4 28.0 LB ! ' 1 05-00-00 J3 6/0 02-00-00 2x4 03-09-15 19.6 LB 00-00-00 2x4 19.6 LB 1' 07-00-02; J44.2410 02-09-15 2x4 03-09-07 28.0 LB 00-00-00 2x4 28.0 LB ADnud Den—st A— • • • • •A—Enrk—Md Dr9"%Mm. Loaded Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TCBC OHR BC Size _Ext.Weight 12 04-00-08 F26 0/0 00-00-00 4x2 01-04-00 39.2 LB 00-00-00 4x2 470.4 LB 1 12-05-00 F27 0/0 00-00-00 4x2 01-04-00 78.4 LB 00-00-00 4x2 78.4 LB 4 12-05-00 F28 0/0 00-00-00 4x2 01-04-00 78.4 LB 00-00-00 4x2 313.6 LB F7 3 12-02-00 F29 0/0 00-00-00 4x2 01-04-00 78.4 LB 00-00-00 4x2 235.2 LB J 4 11-08-08 F30 0/0 00-00-00 4x2 01-04-00 72.8 LB 00-00-00 42 291.2 LB 1 12-01-08 F31 0/0 00-00-00 4x2 01-04-00 75.6 LB 00-00-00 4x2 � i 75.6 LB J 1 13-08-09 F32 0/0 00-00-00 4x2 01-04-00 81.2 LB 00-00-00 42 81.2 LB HomeBASE by Alpine Engineered Products,Inc. Page 1 of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 14-08-09 F33 0 /0 00-00-00 4x2 01-04-00 89.6 LB 00-00-00 42 89.6 LB 1 15-08-09 F34 0/0 00-00-00 4x2 01-04-00 92.4 LB 00-00-00 4x2 92.4 LB 1 16-08-09 F35 0/0 00-00-00 4x2 01-04-00 100.8 LB 00-00-00 4x2 100.8 LB 1 17-08-09 F36 0/0 00-00-00 4x2 01-04-00 106.4 LB 00-00-00 4x2 106.4 LB 1 18-08-09 F37 0/0 00-00-00 42 01-04-00 109.2 LB 00-00-00 4x2 109.2 LB 1 28-01-15 F38 0/0 00-00-00 42 01-04-00 235.2 LB 00-00-00 42 235.2 LB 13 28-08-12 F40 0/0 00-00-00 4x2 01-04-00 240.8 LB 00-00-00 4x2 3130.4 LB 1 30-00-14 F41 0/0 00-00-00 42 01-04-00 252.0 LB 00-00-00 4x2 252.0 LB 1 31-00-14 F42 0/0 00-00-00 42 01-04-00 263.2 LB 00-00-00 4x2 263.2 LB Q;. 6 31-10-06' F43 0/0 00-00-00 4x2: 01-04-00 266.0 LB 00-00=00 4x2; 1596.0 LB 2 31-10-06 F44 0/0 00-00-00 4x2 01-04-00 179.2 LB 00-00-00 4x2 358.4 LB 1 31-04-06'• F45 0/0 00-00.00 42.. 01-04-00 179.2 LB 00-00-00. 4x2 179.2 LB 1 30-04.06 F46 0/0 00-00-00 4x2 01-04-00 176.4 LB 00-00-00 4x2 176.4 LB 2` 14-09.14 F47' 0/0' 00-00-00 4x2. 01-04-00 89.6 LB 00-00-00 4x2 179.2 LB 1 14-03-11 F48 0/0 00-00-00 42 01-04-00 86.8 LB 00-00-00 4x2 86.8 LB 1 13-03-11 F49; 0/0 00-00-00 4x2 01-04-00 86.8 LB 00-00-00 4x2 86.8 LB G 1 12-03-11 F50 0/0 00-00-00 4x2 01-04-00 78.4 LB 00-00-00 42 - 78.4 LB I go 1 11-03-11 F51 0 /0 00-00-00 4x2 01-04-00 70.0 LB 00-00-00 4x2 70.0 LB go Loaded Qty Description 2 X - HGUS412R J 22 1 - THA422 7 K - THA422R HomeBASE by Alpine Engineered Products,Inc. Page 2 of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight IMP IGeorgia+11a ific Loaded Qty Span Description 2 12-00-00 BM14 16"LVL 2 08-00-00 BM15 16"LVL 1 10-00-00 BM16 16"LVC MIR 2 16-00-00 BM18 16"LVL 2 10-00-00 BM19 1,1 7[6'LVL Total Trusses: 65 Total Jacks: 6 Total Load: 8901.2 LB One set Installation and Bracing instructions Accepted By: Date Signature Please Print Name Loaded By: Date Driver: Date Initials Initials Pip O' _ ------- HomeBASE by Alpine Engineered Products,Inc Page 3 of 3 T 30 T ON 30Hd , 910-90-r —---- ON 90f 0 M <no mm mmmmc rmo�cn co M— 4 MmcnC3 mmmom zmcnz� no7rMo E zom000 o < < -o < 9Z3 9Z8 -- v— � o_ T . T ormom N mUl coomo 0 £ > > Tm o_3 v m oc m m cc __..— -- — � 0 -� j ITf m CO(D I 11A zr 8..9.9 _ er -Twa I _ 9TWa hTWa ' 111A EE-i T — 1 I F — a3003� 11A — . CD — 63003-1 g — co I 00 w VLZ - - a � q T ( 8TW9 !_ t7 o � — " 7T __. _ i T 99�� 07 t '� �' •o The THA series' extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. j MATERIAL:See table. I FINISH:Galvanized / " General Notes. INSTALLATION:•Use all specified fasteners.See Dome Double E, • Two difterent installation methods may be used: Shear Nailing H f prevents tabs ° I Maximum nailing-Install all face nails according to the table. r c Nails used for the joist attachment must be driven at an angle breaking off ° penetrate through the corner of the joist into (available an ra` j so that they p THAc422 the header. some models) �I 2,r,tar THA With single 2x carrying members,use 10dx1'/i'nails into the U S patent 5,6D3,58D I W, r, THA426-2 6 (; THA426.2 carrying member,and 10d or 16d commons into the carried r r member,and use 0.81 of the table value for 18 gauge,and THA29 ow 0.68 of the table value for 16 gauge. Double 1 Minimum nailing-Far the THA29,the minimum nailing Shear ailing as THAC422 schedule requires the use of joist double shear nS det View detailed above,and that the strap be field-formed over the e" header a minimum of 2'h".A minimum of four top and 4x Nailer 4Toa Nails four face nails must be used. For all models except the THA29,the minimum j nailing schedule may be followed where double " shear nailing is not possible,provided the Pace _ St rap is field-formed over the top of the Nails header a minimum of 1t/z"for the THA213 .j ITypical THA29 L and THA413,and 2'for all others,and � ;;. Minimum Nailing installation a minimum of four top and two face nails 1 are used.The joist double shear nailing ' tabs are easily straightened so that the * JalststratgMNails Double Shear nails can be driven straight into the joist. Typical THA Minimum - Nailing Top View I CODES:See page 8 for Code Listing Key Chart. ,.��:. a U.S.Patent 4,460,941 � '�'< �t Nailing Configuration an a Typical THA Installation 4x Nailer(except THA29) with a 4x2 floor truss Doug*Fir-LarchlSeuthem pine Allowah ei Loads Dimensions Fasteners' Down Allowable Lbads Code Avg DpIiR= Uplift'I Floor Snow Root I Ref. Minimum Carried Floor Snow Root 115 125 Carried Mo Ga Carrying Member I N0' Member Member Ulf (133& (1 DD)1 (115) (125) (160)I(100) l ) ( ) W N C 160) Top Face Straight 51ant MINIMUM NAILING-TOP FLANGE1740 1785 1815 9 5 i 4-tOd 4.10d': - 4-1Od 8167 1 750 2260 23101 2350! 750 1280 1280 1280 2x4 THA29 18 1 2-10d 4.1odx1Y - 5343 - 1615 16151 1615 1,36,84,122 2x6 THA213 18 15/ 13 5 14-tad - °343 - 1 1615 ,1615 1615 - 1 1280 1280 1280 18 1 ! 171 5y 4.10d 2-tOd a-10dx1 1635 - ! 1465 1 1465 1 1465 2X6 'THA218 - 5085 - 11635 1635' - 1465 1465 1465 I f2 2x10 THA218.2 15 3 17+ B 4.16d 2-16d 6.16dx2Y' - 5085 - 1635 16351 1635 g 4.16d 2 t 6d 6.16dx2Yz 5343 — ! 1615 1615 11 1615 1i — 1280 1280( 1565 qm 2}2x10 ITHA222 2 !161 3Y 22 "' 4 4-tOd 2-10d!. 4-i0d — 635 — 14fi5 1465 4x6 THA413 181 35/e 13%e - 5085 - 635 1635. - i, 1465 1465 11465 I 170 z 4x10 THA418 16 j 35/ 17y 1 7y, 4 16d 12 16d{ 6 16d - 5085 - 1635 1635 1635 1T 7/ 1 4-16d 2-16CI; 6.16d 1465 1465 11,36,84.122 0 4x10 THAC418 16 3ZI / e - 5085 I - 1635 1635 1635 i - 1465j 1465 22 ax2truss THA422 16 f 35/a I 22 7ye 4.16d 1 2 16d 6-11 - 5085 1 - 1635 !1635 i 1635 - 1465 1465 i 161 3 22 4.16d 2.16d I 6-16d 2425 2425 12425 I - 11940 1940 1940 ! 110 ax2truss 'THAC422 4.16d I 6 i6d - 8720 - 940 ax2truss THA426 3 2 T/ !4•i6d - 14 I �/ 6 2425 2425 2425! - 1940 1940 I N lri .a-t6d I a-16d 6.1bd 8720 - ., 2260 2260 12260 122 1x2truss THAG426 `141 35/ 26 - 8727 - 2810 2B10 2810, - 2260 4 ', 22y 934 4-16d 1 a-16d. 5-t6d 2810 810'2810 - 22601 2250 21ax2trus5 'HA422 2 gy 1-16d a 16d 1 6 16d 3727 - 2260','2260 260 ' 70 2)4x2truss FHAG422-2114 %Y try - 8727 - 2810 810 2810 - 14 1 'Y 26 93/ a 16d I a•t6d 6 16d 8727 2810 -810'2810 I - 2260 2260 2260 !2}ax2truss 1 THA426 2 a-16d a•t6d 6-16d - — 21ax2truss.THAC426 2!141 'Y `6y MAXIMUM NAILING-ALL NAIL HOLES FILLED 7401 1785 ! 1815 X50 2125 23101 2350 :SO --%tOdtOd 8250 �,a25 1450 I fiAl X4 THA29 18 I 1 5� 9 Y %Y - 6.10d': a-1 Od 483 930 795 1840 1 1870 1 ;80 t 385 i si 13 5Y 14.10dl 7g5 18401 870 i 780 13851 1425 1150 i z6 'HA213 '1 B I - 1-10d 9120 1 930 1,36,84.1221 1x6 THA218 181 '5/ i7'/ �Y - 1B-1Odl - t 6•t 6d� - 6.16d 1 t 500 I 1550�. 3830 3050, .:050'� �355!2385': �--7a0 � �2,775 "820 _)2x10 THA218 2 61 3Y T 9 _2.16d - 6-16d 130671 1550' 1510 3595 3650 80 355��6601I. 1910 2075 _12x10 THA222-2 'SI 'Y -2'/ 3 - a•10d %983 930 -'940 '235 ,400 ew - - 2050 1355 2385! 2740 1 2980 1 x6 'HA413 B I 5/, 133 1vz 4.16d, a_t 6d 115001 1550' 830 -050 - fi•t6d, - t5d 115001 '550 =830 '050 :050 1355 •23851 740 2980 i0 -x10 HA418 61 s, '.7'G - 7'< - - 5•'6d 1115 '355 3075 3145 195 36.84. 221 x10 HAC418 '61 ''' _ _ 2-i 6d - 6d 13067 '850 :630 -090 ;145 .355 3075, 3145 3195 �2 Qtruss 'HA422 6' ='4 ,2 - :-16d 13067' -550 '630 -090 655 . '''-55 3480' .1000 =030 -a z2truss 72 - - 6d ta836i 171 -020 =625 480 1000 -030 .O-15d -625 7:--r, .1655 . '.355 I x2truss HA426 1 `fi _ - :-'6d 1x8361 '715 -020 ;0•t6d. 130 525 395 1025 420 -120 22 xllru55 HAC426 a' _ 1, Y. - :J•'cd - adite283: 4 %20 :130 :525 -195 .1025 -1 =120 ax2truss T''iA422.2 v v - ,0-t 6d - �6d 182831 ,255 :255 AAAI ?;ax2truss "'AC422: 'a - -r^ _ 3d 18283' 15 -095 -695 -695 '795 .3255 c 2 5 70 AA426-2 a .5x v - :8-10d 2 695 095 '395 7255 2 5 S _�14x2truss �- 5d118�83- '14x2'russ ,AC426-e 'a - - ,cr tioor loads unless im«eo by otner criteria. poor loans e 1 ° _ ,X760 lbs. 6d sinkers may oe usea to reotace'.5d commons at 0':5 OT taole loan 70 is uun loan ror HA422-2 ana THAC422 2 Umrtt has oeen mcreasea 3390 ana 60%tar eannoual a ur o d loaomq evnp FACE MOUNT.HANGERS Model Down Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Cade Na vg Uplift'1 Uplift', Floor!,Snow i Roof 1 Wind Uplift' Uplift'1 Flaor;Snow j Roof i Wind Uplift' Uplift'i Floor i Snow Roof t Wind Ref. Ult (133) 1 (160) (100);(115)(125) (133) (133) (160) (1D0)1(115)I(125)i(133) (133) j(160) ;1100);(115)1(125)I(133) SINGLE 2x SIZES LUS24 ! 3850 465 490 640 735 800 856 490 490 690 795 865 920 390 465 540 1625 675 : 730 4,37,87,140 !�* LUS26 5167 930 1115 830 1 955 1 10401 1110 1010 1165 900 1035!1115 1200 780 1 935 700 805 : 875 950 MUS26 5882 1090 ! 1090 1310 11505 1640 1740 1090 1090 1425 1640!1780 1740 915 1915 !1100 1265 1380 1465 160 i HUS26 10000 1550 1550 2565 2950 3205 3335 1550 1550 2785,3200 13325 3335 1465 . 1550 2210 2490 2540 j 2580 4,37 ! HGUS26 14755 1 2325 1 2325 3940 4700 4700 ! 4700 2325 2325 4265 1 4700 14700 4700 1995 11995 13410 3920 j 4070 4070 160 ; HGUS28 14755 3220 3220 15970 5970 5970 5970 3220 3220 15640 1 5855T5970 1 5970 2705 12705 !4245 i 4405 14511 14510 LUS28 6066 930 1115 1055 ;1210 1320 11405 1010 1165 1140 131011425 11520 780 935 890 1025'1115 1185 4,37,87,140 MUS28 8528 1555 1 1555 ' 1750 2010 2185 j 2325 1555 1555 1900 2185 12375 1 2325 1305 1305 1 1470 !1690 1 1835 1 1955 160 HUS28 13167 2000 j 2000 . 3585 !3700 i 3775 i 3840 2000 2000 13380 3505 13585 !3655 1720 ! 1720 12580 2680 2745 12800 4,37 LUS210 7750 930 1115 1275 1470 1595 1700 1010 1165 113801 159011725 1840 780 935 1085 1245 11355 1445 4137,87,140 HUS210 18833 2845 3000 3775 3920 4020 4100 1 3000 3000 135851374513850 1 3935 2320 ;2780 2745 12870 12955 13025 4,37 MinDimensions fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir . Model Down Allowable Loads Allowable Loads Code No. Heal Ga Carrying Carried Ult Uplift' Uplift' Floor Snow Roof Wind Uplift' Uplift' Floor 1 Snow Roof Wind Ref. Height W H 8 Member Member (133) (160) (100) (115) (125) (133) (133) (160) (100)1(115) (125) (133) DOUBLE 2x SIZES LUS24 2 2'/4 18 1 3Ya 316 2 j 4-16d i 2 i6d 5303 565 565 765 880 960 1020 465 555 640 735 800 1 880 1,84 LUS26-2 1 49/,4 18 1 3'/e 47/6 2 4-16d 4-16d 5303 1140 1165 1000 1150 1250 11335 925 1115 820 1 945 1 10251 1145 HHUS26-2 145he 14 35he 5 ! 3 14-16d 6-16d 14667 11550 1550 12580 2965 3225 3440 1395 1 1550 2165 2490 27101 2960 j 4,37,140 j HGUS26-2 1 49/1. 12 37/,e 5% 4 , 20-16d 8-16d 17160 2325 2325' 3940 4535 14930 5240 1995 { 1995 3410 3920 42601 4535 1 3,39,140 LUS28-2 4% 1 18 31/e 7 2 6-16d 4-16d 7750 1140 11165 1265 1455 1585 1690 1 925 1115 j1050 1 1210 1 13151 1450 1 1,84 HHU528-2 j 69/1, 14 !35he 676 1 3 22-16d 8-16d 19850 2000 2000 3885 1 4465 1 4855 5180 1 1860 12000 3275 3765 1 40951 4355 4,37,140 HGUS28-2 6% 1 12 37/lel 71Ae1 4 1 36-16d 12-16d 24880 ! 3220 3220! 6805 1 7830 1 7925 7925 2705 2705 1 5890 6320 j 64251 6575 3,39,140 m LUS210-2 67/,e 18 3'/, 9 2 1 8-16d 6-16d 10907 1550 11550 1765 2030 2210 2355 1390 1550 1465 1680i1830 1950 1,84 HHUS210-2 8% ! 14 3%1 87/e 3 30-16d 10-16d 22167 2855 1 3430 5190 5900 5900 i 5900 2330 2795 4385 4795 1 4875 4945 4,37,140 a HGUS210-2 89/in 12 37/1,i 9'/ie 4 46-16d 16-16d 27945 3630 ! 3630 8650 8940 8940 8940 13050 1 3050 i 6515 1 6775 1 68651 7065 3,39,140 19 TRIPLE 2x SIZES 'y HGUS26 3 41?rie '12 1475/„j 4'h 4 20-16d 8 16d 17160 ! 2325 2325 3940 4535 4930 5240 j 1995 1995 3410 3920 42601 4535 HGUS28-3 6134e ! 12413%e' 71/e 4 36-16d 12-16d 24880 3220 1 3220 6805 7830 1 7925 ! 7925 2705 12705 5890 1 6655 66551 6655 160 HGUS210-3 8134e 12 j41% 91/e 4 46-16d 116-16d 27945 3630 3630 3780 8940 8940 8940 3050 3050 1 75101 7510 75101 7690 HHUS210-3 85/,e 1 14 1411,.1 9 3 30-16d 1 10-16d 22167 1 2855 3430 5190 5900 5900 5900 12330 2795 4385 5040 50751 5075 170 QUADRUPLE 2x SIZES 1 HGUS26-4 516 12 1611hei 5% 4 20.164 i 8-16d 17160 12325 ! 2325 i 39401 4535 4930 5240 ! 1955 1955 3410 3920 4260 i 4535 170 7HGUS28-4 j 71/4 1 12'617/„i 71/s 4 36-16d 1 12-16d 24880 3220 3220' 68051 78301 7925. 7925 1 2705 2705 158901 6655166551 6655 z 1 HGUS210-4 91/a 12 611/1.1 91/e 4 46-16d 16-16d 27945 3630 3630 1 8780 8940 8940 1 8940 1 3050 1 3050 7510 1 7510 7510 7690 160 HHUS210-4 Fl/;7114 61/e j 876 3 1 30-16d 110-16d 22167 1 2855 3430 5190 5970 6490 6920 2450 1 2940 4475 5145 5595 59701 170 HGUS212-4 1 10% 12 161We1101h 1 4! 56-16d 120-16d 27885 ! 4055 14055 9155 9155 9155 1 9155 3405 1 3405 7690 7690 !7690 1 7870 160 HGUS214-4 i 12% 12 1611/1,1121/2 1 4 1 66-16d 1 22-164 1 31710 15380 1 5380 1 10015110015 ' 10015 10015 1 4520 1 4520 8415 1 8415 18415 8415 I z 4x SIZES LUS46 4% 18 139/„1 49/4 2 ! 4-16d 4-16d 6076 1140 1 1165 i 1000 1 1150 1250 1 1335 _ 925 1115 320 1 945 110251 1145 1.84 HGUS46 =7/,e 12 33/e 1 41/,e 4 1 20-16d 18-16d 17160 2325 133251 39401 4535 4930 5240 1 1995 1,995 1 34101 3920 1 42601 1535 I 3,39,140 HHUS46 'Y,, 14 i 31h 15'/e 3 i 14-16d 1 6-16d 14667 1550 1 1550! 2580 2965 3225 13440 11395 11550 2165 1 2490 1 27101 2960 1. 4,37,140 LUS48 d1h 18 39/1.1 61/4 1 2 1 6-16d 4.16d -750 1.140 ! 1165 i '265 1455 1585 690 1 925 1115 1050 i 1210 1 13151 450 1 1,34 IUS48 31/9 14 39/isi 2 �-16d 5-164 11190 1550' 1550 1 1505 730 '885 -010 1315 1550 240! 1425 1 15501 1650 1 HHUS48 61/2 14 ash 1 _ 3 _2-16d i 3-16d 19850 =000 2000 :885 1 4465 4855 3180 1860 1_000 3275 3765 40951 1355 i 4.37.140 HG 548 6'/,a '2 31/s 1 7'/6 1 4 36-16d i 12-16d 24880 3220 3220! 7805 7830 7925 %925 2705 2705 5890 1 6655 66551 6655 1 '3,39.140 LUS410 3Y. 18 39/e1 81/. 2 3.16d 6-16d 10906 '550 -550 i 1765 1 _030 12210 2265 1 1.390 '550 1465 1 1680! 18301 2025 1 34 1 HHUS410 3a/e 14 13s/e I 9 3 ! 30-16d 1 10-16d ".167 2855 °430 1 3190! 5900 5900 1 5900 2330 2795 4385 5040 :075 15075 37.140 HGUS410 37/,e 2 3s/e 1 '? 4 1 46-16d 116-16d 27 945 3630 1 3630 6780 1 3940 8940 1 X3940 13060 .3050 ' 7365 i 7610 7510) '690 I 3.39,140 �GUS412 O7/„ '2 ash �10'/„i 4 56.16d i 20-15d 27885 1055 1055 ?155, 9155 1155 1155 3405 ;405 590 i 7690 1-,590! -690 I 60 -'GUS414 1'/•s '2 's/e '2'+,1 4 �6.16d 71%16d ! -1710 3380 ' 380 '7015=1 0015 '00151 ")015; 520 4520 390 0185 53801 :380 john loaas have been increases 33%and 60%for eartnouaKe or vend loatlma warn no[unner increase allowed. Iv oe by 1 33 and 1 60 for normal loatlmq as in cantilever ronstruction. _.'Nina(133)is a cownloaa rating. :.iAinlmum neel heignt reouirea for full table loaas..7r 1?SS Cnan minimum n9el heigm :OnraC[Sfmo50n. �5 f^ k MANNING BUILDING SUPPLY KEVIN ASHWORTH 7 Jun 2007 8:58 am 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build:7.0.0.2 Project : J-06-0164.FBD RAAB RES Mark# : BM18 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 750 psi 14'6" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf,•Roof. Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 140 0 100% 0 010" 14'6" WALL 2 Span Carried(psf) 75 60 100% 0 0.0. 14'6" 6'0"s.c.-DECK 3 Concentrated(lbs) 6902 4930 125% 0 8-6- BM22 0'0" 8'6" 8'0"s.c.(Slope:3.0/12) -RF 4 Span Carried(psf) 42 30 125% 0 Uniform(plt) 15 0 0 0 14'6' Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTSobs) 1 2 Max R'n 6626 7220 Max 100% 1305 1305 Max 125% 2761 3189 ww Min R'n 2560 2726 Min 100% 1305 1305 Min 125% 2761 3189 DL R'n 2560 2726 Min Brg(in.) 3.35 2.75 [Based on bearing stress below] Br Str si 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6646 1 14-4" 71 13300 125% 0.50 M(ft-lbs) 36489 1 8'6" 71 43692 125% 0.84 LtRn(Ibs) 6626 0 0'0" 71 6921 100% 0.96 See Note#4 RtRn(lbs) 7220 0 1416. 71 9188 100% 0.79 See Note#4 LLDefl(in.) 0.37 1 7-3- 71 0.48 U473 TLDefl in. 0.58 1 7'3" 71 0.73 U302 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 full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 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'secdon 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). S.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Place Members in the GP Engineered Lumber Residential Noor&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. eea 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100•/+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%✓2, 100=D+100%+115Y.12+133%, 110=D+Commercial Ld(100%) 12 Group=Load Combination Number+Load Pattern number (For simple span Load pattern=1 for LL, 0 for DL). MR MANNING BUILDING SUPPLY KEVIN ASHWORTH 7 Jun 2007 9:02 am 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : J-06-0164.FBD RICHARD THOMPSON Mark#: BM19 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= L1360 TL= 1_1240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 10,01, LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(lbs) 6626 4819 100% 0 6-0" BM18 2 Partiai(plf) 535 389 100% 0 6-0" 10'0" FL Uniform(plf) 11 0 0 0 10'0" Self Weight *Dimensions measured from left end when span#is 0,othenvise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3132 5742 Max 100% 2239 4136 Min R'n 894 1605 Min 100% 2239 4136 DL R'n 894 1605 Min Brg(in.) 1.58 2.90 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio +fir V(lbs) 5156 1 9.101, 21 7896 100% 0.65 M(ft-lbs) 18600 1 6'0" 21 19902 100% 0.93 LtRn(lbs) 3132 0 010. 21 6921 100% 0.45 See Note#4 RtRn(lbs) 5742 0 10'0" 21 6921 100% 0.83 See Note#4 LLDefl(in.) 0.23 1 5101. 21 0.33 U523 TLDefl(in.) 0.32 1 5'0" 21 0.50 U377 USE: GPLAM 2.0E 1.75x11.88"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. go 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support 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 Rn from'Supports'section above. so 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 2 rows of 16d nails @ 12" o/c(one row 2"from top,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. U 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%•/2, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100•/) 12 Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL). ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 Pagel of 1 Document ID:1 TC8 15 1-Z0306090243 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-06-01648--David Lanier -Raab Resd. _- Lot 7 Ocean Breeze Ct. Atlantic Beach, F Truss Count: 31 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.35. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration t" Floor - 55.0 PSF @ 1.00 Duration Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Semi Date''I I/06.i2001 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss DesigrlEngineer- 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 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 of Jacksonville, Inc. for the above referenced job identification. loads applied b 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: - Ref Description Drawing# Date 1 88214--F26 07310056 11/06/07 2 88215-427 07310054 11/06/07 3 88216-428 07310052 11/06/07 4 88217-429 07310053 11/06/07 5 88218--F30 07310450 11/06/07 6 88219-431 07310055 11/06/07 7 88220-432 07310049 11/06/07 8 88221-433 07310048 11/06/07 9 88222--F34 07310046 -11/06/07 10 88223--F35 07310045 11/06/07 11 88224-=F36 07310042 11/06/07 12 88225--F37 07310063 11/06/07 13 88226--F38 07310061 11/06/07 14 88227-440 07310047 11/06/07 15 88228-441 07310065 11/06/07 16 88229-442 07310062 11/06/07 17 88230--F43 07310064 11/06/07 18 88231-444 07310037 11/06/07 19 88232--F45 07310038 11/06/07 20 88233-446 07310040 11/06/07 21 88234-447 07310044 11/06/07 22 88235--F48 07310039 11/06/07 23 88236--F49 07310041 11/06/07 24 88237--F50 07310043 11/06/07 25 88238-451 07310066 11/06/07 26 88239--T8 07310051 11/06/07 27 88240--T9 07310059 11/06/07 28 88241--J1 07310060 11/06/07 29 88242--J2 07310058 11/06/07 30 88243--J3 07310036 11/06/07 31 88244--J4 07310057 11/06/07 111,1111 lull pill IN 1111 lip It r DCAo D z 00 -13m-1 rz c -a C� tri D co n m r cl cn r x C r m�-. m vl .-� n n O CD 7;Q B x c (D 00 d �S cm r II coo 000 o C7 AO N n.d :O D O r z cn c-r 0 T of A x x x of (D NNN N Z < O m S O C (n NN O CD AAA OZ C'7 AAA d °O >70 A W x D ➢ Z Z Z r- F', �' co C, a w O .-O ITl A d Z D CD O n 30 N 41Glz CD � D D70 CD ma cz n z n O Xco (n C7O vA O w� A III N �-. 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W w D oo m cl v n N a CD 7D III N E rt - N O N O � o - \ ow c:) n N-TI w z In W e N W z i x (7 M z - - (D N 0 0 W A T v N Z W O N o V 7:) T O A poll, W O m IIrD =c wac _. (n m 0 NI I r+ n:0 0 oaf W �`< o Z ��• F--' N N E n . ••ti �•� n OO M c O 4: Z➢ G7-A� `• � V L7 Z C7• lD CJIi�T � d c z cn �➢ a *•••�` D \—ice n O �, _ O�➢ 3 G7 m V) W W —I —I O C O C7 C7 C) C7 T N W D cn v m 3 D 1 r n r p p r \ �m _ r r N z Dp \ oo -i"_' O C7 w � ➢r � N N Z 0 V ';. O L7 a10 � T N T ➢ N O cT V O cn n--i T v rLT�l, 4�, v r m N N N N (/1 r TI T m 'Ti _n co co N m Z Q 0 O n a m (� Z D p 70 O h� z m n 7a D mc/) co O D � —1 m n 3 z m m n' f z s O 7o rD a c D = z C" II CT E Oi z o O \ .� V 7C Cal OD T OD N o~ O N � A 3 David Lanier I Job#: J-06-0164C File#: 7-063 ** SED „I Salesman: David Lanier Designer: Kevin Ashworth I ELS Manning Building Supplies IRepart and'0elivery Date Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 7/16/2007 Phone:(904)268-8225 ' Fax:(904)260-2981 Raab Resd. Del.Date: - Lot 7 Ocean Breeze Ct. Atlantic Beach FLShipping Ticket 11 L Truss Levelf I A pra"I Pan-of Npine Engine rad Products,ine o o ffruss Loaded Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 21-00-08 T10 3/2 02-00-00 2x4 03-11-05 470.4 LB (2-Ply) 00-00-00 2x4 470.4 LB 10 21-00-08 T11 3/2 02-00-00 2x4 04-06-10 120.4 LB f" 00-00-00 2x6 1204.0 LB 1 15-06-00 T12 3.00/0 02-00-00 2x4 02-00-10 78.4 LB 00-00-00 2x6 - 78.4 LB 1 12-05-00 T13 3/0 00-00-00 2x4 02-09-01 64.4 LB 00-00-00 2x4 64.4 LB 5 12-05-00 T14 3/0 02-00-00 2x4 03-00-11 75.6 LB 02-00-00 2x4 378.0 LB 3 12-03-08 T15 3/0 00-00-00 2x4 03-00.11 70.0 LB 1 00-00-00 2x4 210.0 LB 1 12-05-08 T16 3/0 00-00-00 2x4 03-00-11 70.0 LB 00-00-00 2x4 70.0 LB 1 12-05-08 T17 3.00/0 00-00-00 2x4 03-02-15 78.4 LB 00-00-00 2x4 78.4 LB Pp 1:1 1 30-00-00 T18 3/0 02-00-00 2x4 03-05-00 660.8 LB (2-Ply) 00-00-00 2x4 660.8 LB 1 30-00-00- T19 3/0 02-00-00 2x4 03-11-00 145.6 LB 02-00-00 2x4 145.6 LB 1 30-00-00 T20 3/0 02-00-00 2x4 04-05-00 137.2 LB 02-00-00 2x4 ` 137.2 LB 1 30-00-00 T21 3/0 02-00-00 2x4 04-06-10 4211.2 LB (4-Ply) 02-00-00 2x8 4211.2 LB 1 09-05-08 T22 3/0 02-00-00 2x4 02-00-10 47.6 LB #P 00-00-00 2x4 47.6 LB 1 09-05-08 T23 3/0 02-00-00 2x402-06-10 44.8 LB 00-00-00 2x4 44.8 LB 1 09-05-08 T24 3/0 02-00-00 2x4 03-00-10 44.8 LB 00-00-00 2x4 44.8 LB HomeBASE by Alpine Engineered Products,Inc. --- ------ ---- --- ---- Page 1 of 3 Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight - TC/BC OHR BC Size_ Ext.Weight ❑ 1 13-00-00 T25 3/0 02-00-00 2x4 02-00-10 56.0 LB 00-00-00 2x4 56.0 LB Jul iri u '�� 1 13-00-00 T26 3.00/0 02-00-00 2x4 02-05-02 47.6 LB 00-00-00 2x4 47.6 LB 1 13-00-00 T27 3/0 02-00-00 2x4 02-06-10 56.0 LB 00-00-00 2x4 56.0 LB 1 13-00-00 T28 3/0 02-00-00 2x4 _ 02-10-12 77.0 LB F" 00-00-00 2x6 77.0 LB 4 08-08-00 T29 3.00/0 02-00-00 2x4 02-11-10 42.0 LB 00-00-00 2x4 168.0 LB 1 08-08-00 T30 0/0 00-00-00 2x4 02-00-00 212.8 LB (2-Ply) 00-00-00 2x4 212.8 LB ❑ 2 11-05-08 T31 3.00/0 02-00-00 2x4 02-00-10 56.0 LB 02-00-00 2x4 112.0 LB Q 1 11-05-08 T32 3.00/0 02-00-00 2x4 02-02-13 47.6 LB 02-00-00 2x4 �' � 47.6 LB 8 01-00-00 J1 3.00/0 02-00-00 2x4 01-00-10 8.4 LB 00-00-00 2x4 67.2 LB 7 03-00-00 J2 3/0 02-00-00 2x4` 01-06-10 14.0 LB 00-00-002x4 98.0 LB El 1 03-00-00 J2A 3/0 00-00-00 2x4 01-02-15 11.2 LB p" 00-00-00 2x4 11.2 LB 9 05-00-00 J3 3/0 02-00-00 2x4 02-00-10 19.6 LB 00-00-00 2x4 176.4 LB 4 07-00-02 J4 2.1210 02-09-15 2x4 02-00-07 28.0 LB 00-00-00 2x4 112.0 LB 2 07-00-02 J5 2.1210 02-09-15 2x4 02-00-07 28.0 LB 00-00-00 2x4 56.0 LB ❑ 4 03-00-00 J6 3.00/0 02-00-00 2x4 01-06-10 14.0 LB 00-00-00 2x4 56.0 LB 4 05-00-00 J7` 3/0 02-00-00 2x4 02-00-10 19.6 LB 00-00-00 2x4 78.4 LB F7 2 05-07-00 J8 2.66/0 02-03-02 2x4 02-00-07 22.4 LB 00-00-00 2x4 44.8 LB 2 04-09-00 J9 2.66/0 02-03-02 2x4 01-10-03 19.6 LB 00-00-00 2x4 39.2 LB 2 05-02-14 J10 2.78/0 00-00-00 2x4 01-06-00 16.8 LB 00-00-00 2x4 33.6 LB 1 05-04-05 All 2.77/0 02-02-00 2x4 02-00-07 19.6 LB 00-00-00 2x4 19.6 LB 1 02-06-03 J12 3/ 0 02-00-00 2x4 01-05-02 14.0 LB 00-00-00 2x4 14.0 LB F7 1 03-10-01 J13 3/ 0 02-00-00 2x4 01-09-02 16.8 LB 00-00-00 2x4 ___ 16.8 LB HomeBASE by Alpine Engineered Products,Inc. Page 2 of 3 Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight TC/BC OHR BC Size _ Ext.Weight 1 01-10-01 J14 3.00/0 02-00-00 2x4 01-03-02 11.2 LB 00-00-00 2x4 11.2 LB Loaded Qty Description 0 1 W- HGUS412 C- HGUS26-2 22 A- HTUS26 A pe 9� Loaded Qty Span Description 2 22-00-00 BM22 '23 7/8"LVL Total Trusses: 48 Total Jacks: 49 Total Load: 9457.0 LB One set Installation and Bracing instructions Accepted By: Date Signature Please Print Name Loaded By: Date Driver: Date Initials Initials HomeBASE by Alpine Engineered Products,Inc. Page 3 of 3 <puno3 . ON> ; Co ua 1 uo3 p i no0 ;NdWS3-IdS 0 0 0z y�uoMHSd uina)� :83N9IS30 z ' �0 azaau8uoao0 L - 0-� :SS3800d m 00 � 0 •ps98 good :NOIldI83S30 00 ua i uo-i p i no0 :83WO1Sf13 -- a}�O{-!D 8 h .h TET—•-{�- .6—�{ T 1 17 9.Z 8 O-TT" rr Tr r ZrrSZl co 9Z1 sr ZcoLZ1 4 8Z1 8 9•S �j S� N N N N N N N N N N N N �l n Fri i CD ..9.ti T 1 m N N Ol m ~ Zr N N N N N N N N N N N 7 M N Z Tr-- ~ rr �+ .9 8..6• LS 8..9• TT --{ MANNING BUILDING SUPPLY KEVIN ASHWORTH 13 Jul 2007 8:34 am ow 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : J-06-0164C.FBD RAAB Mark# : BM22 Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 F: 5.5", 750 psi 3.5", 750 psi 21'0" LOADS Project Design Loads: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) 4230 125% 0 0101. 21'0" 21'0"s.c.(Slope:3.0/12) -RF 2 Span Carried(psf) 42 30 125% 0 13-0" 21'0" 8'8"s.c.(Slope:3.0/12) -RF 3 Concentrated(lbs) 1294 924 125% 0 5'0" T31 4 Concentrated(lbs) 1294 924 125% 0 13'0" T31 OP 5 Concentrated(lbs) 660 471 125% 0 7'0" T32 6 Concentrated(I bs) 391 279 125% 0 0101. J5 7 Concentrated(Ibs) 391 279 125% 0 13'0" J5 8 Concentrated(lbs) 317 226 125% 0 3'0" J6 9 Concentrated(lbs) 317 226 125% 0 1010.. J6 10 Concentrated(lbs) 942 673 125% 0 12'10 1/2" T30 Uniform(plf) 22 0 0 0 21 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 8441 8434 Max 125% 5835 5824 Min R'n 2606 2609 Min 125% 5835 5824 DL R'n 2606 2609 Min Brg(in.) 3.22 3.21 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7061 1 20'10" 41 19845 125% 0.36 M(ft-lbs) 47168 1 11,101, 41 93052 125% 0.51 LtRn(lbs) 8441 0 0101, 41 14438 100% 0.58 See Note#4 RtRn(lbs) 8434 0 21-0" 41 9188 100% 0.92 See Note#4 LLDefl(in.) 0.37 1 10'7" 41 0.70 U682 TLDefl(in.) 0.53 1 10'7" 41 1.05 U472 t>es USE: GPLAM 2.0E 1.75x23.88"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 full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. po 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). so 6.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 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. qw 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.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%./2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL). FACE MOUNT HANGERS Madel Down Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Code No. Avg 1 Uplift' Uplift'j Floor'Snow 1 Roof 1 Wind Uplift'j Uplift'!Floor'Snow Rodf Wind Uplift'j Uplitt' Floor Snow Rocf Wind Ref. Ult (133) 1 (160) (100)(115) (125)1 (133) (133) I (160) I(100)�(115)j(125)i(133) (133) ! (160) j(100);(115) (125)1(133) SINGLE 2x SIZES LUS24 3850 465 490 640 1 735 800 850 490 490 690 795 865 920 390 465 540 625 675 7330 1 LUS26 5167 930 : 1115 830 ! 955 ! 1040! 1110 1010 1 1165 900 1035'1115 '1200 780 935 700 805 875 950 4'37'87'140 MUS26 5882 1090 1090 1 1310 1505 1640 1740 1090 1090 1425' 1640 11780 1740 915 915 1100 1265 1380 1465 160 HUS26 10000 1550 1550 2565 2950 13205 3335 1550 1 1550 2785 3200j3325 3335 1465 1550 2210 2490 2540 2580 4,37 HGUS26 14755 2325 2325 3940 4700 1 4700! 4700 2325 ! 2325 4265 1 4700 14700 1 4700 1995 1995 3410 3920 4070 4070 HGUS28 14755 3220 3220 5970 1 5970 1 5970 5970 3220 3220 15640 1 5850 15970 1 5970 2705 1 2705 4245 14405 4510 4510 160 LUS28 6066 930 1115 i 1055 i 1210 1320 1405 1010 1165 1140 1310i1425 11520 780 935 1 890 11025 1115 1185 4,37,87,140 MUS23 8528 1 1555 ! 1555 1750 2010 2185 2325 1555 1555 1900 2185 l 2375 1 2325 1305 ! 1305 i 1470 11690 i 1835 1955 160 HUS28 13167 2000 j 2000 3585 1 3700 1 3775 3840 2000 2000 3380 3505 13585 3655 1720 ! 1720 1 2580 2680 12745 2800 41,37 LUS210 7750 930 1115 127511470 159511700 1010 ! 1165 1380' 159011725 1840 780 935 1085 1245 1355 1445 4,37,87,140 ' HUS210 18833 2845 3000 3775 3920 j 4020 4100 3000 j 3000 358513745 13850 1 3935 2320 2780 '2745 12870 12955 1 3025 4,37 Min. Dimensions Fasteners Down I Doug Fir-Larch/Southem Pine Spruce-Pine-Fir Model Heel Ga Av Allowable Loads Allowable Loads Code No. Height W H B Carrying Carried UH Uplift' Uplift' Floor Snow Roof Wind Uplift' Uplift' Floor Snow Root Wind Ret. Member Member (133)I(160) (100)1 (115) (125) (133) (133) (160) (100)1(115) (125) (133) DOUBLE 2x SIZES LUS24-2 21A 18 31/e 31A 2 4-16d 2-16d 5303 565 565 765 11 880 960 . 1020 465 555 j 640 735 800 1 880 LUS26-2 49As 18 3'/e 47/a! 2 4-16d 4-16d 5303 . 1140 1165 1000 1150 1250 11335 1925 1115 820 945 1025 1145 1,84 HHUS26-2 445s 14 j 35Aa 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 3440 1395 1550 2165 2490 27101, 2960 4,37,140 j HGUS26-2 49/,e 12 37As 5% 4 20-16d 8-16d 17160 2325 2325 3940 4535 4930 5240 1 1995 1995 3410 j 3920 42601 4535 1 3,39,140 LUS28-2 49/,s 18 314. 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 1690 j 925 1 1115 10501 1210 13151 1450 1,84 HHUS28-2 69/is 14 35/ie 1 67/e 3 22-16d 8-163 1 19850 2000 2000 3885 4465 4855 5180 1860 2000 3275 1 3765 40951 4355 4,37,140 HGUS28-2 69A. ! 12 37A61 71/la 1 4 36-16d 12-16d 24880 3220 3220 1 6805 7830 li 7925 ! 7925 2705 1 2705 5890 6320 6425 1 6575 3,39,140 LUS210-2 67As 18 314. 9 2 j 8-16d 6-16d 10907 1550 1550 1765 2030 2210 2355 1390 1 1550 1465 1680 1830T1950 1,84 HHUS210 2 83/8 ! 14 135/!8! 8�/e 3 30-16d 10-16d 22167 1 2855 3430 5190 5900 5900 5900 2330 2795 4385 4795 !4875 1 4945 4,37,140 a' HGUS210-2 89/,8 12 37/,s 9'/,e 4 1 46-16d 16-163 1 27945 3630 3630 8650 8940 8940 8940 3050 3050 6515 6775 6865 1 7065 3,39,140 TRIPLE 2x SIZES y HGUS26-3 415/,e 12 1,415As 41/2 4 20-15d 8-16d 17160 11 2325 2325 39401 4535 14930 5240 1995 1995 3410 3920 4260145351 p HGUS28-3 61:Ys 12 1415As 714. 4 j 36-16d 12-16d 24880 j 3220! 3220 6805 1 7830 1 7925 7925 2705 2705 5890 1 6655 66551 6655 160 HGUS210-3 819As IT2 415Ae 914. 4 46-16d 16-16d 27945 3630 3630 8780 8940 8940 8940 3050 3050 7510 7510 7510 7690 n„ I HHUS210-3 85As i 14 411/4 9 1 3 l 30-16d 10-16d 22167 2855 3430 5190 5900 5900 5900 2330 2795 14385 5040 1 50751 5075 1 170 QUADRUPLE 2x SIZES HGUS26-4 51/2 12 1611Aa i 53/4 j 41 20-16d 8-16d 17160 1 2325 2325 j 39401 4535! 4930'I 5240 1955 1955 3410 1 3920 i 42601 4535 170 F HGUS28-4 71/. 12 1671Asi 7'/e 1 4 1 36-16d 112-16d 24880 3220 1 3220 1 68051 7830 1 7925 1 7925 i 2705 2705 5890! 6655 6655 1 6655 HGUS210 4 91/4 ! 12 61tAsi 91/8 4 46-16d 16.163 27945 3630 3630 8780 8940 8940 8940 3050 3050 7510 7510 7510 7690 160 HHUS210-4 1 81/2 14 614.1 87/e 1 3 1 30-16d 110-16d 22167 2855 3430 5190 5970 6490 6920 2450 2940 i 4475 1 5145 1 5595J 5970 1 170 I HGUS212-4 ! 10% 12 !611A8 01/2 4 1 56-16d 1 20-16d 27885 4055 1 4055 j 9155 9155 j 9155 1 9155 j 3405 1 3405 7690 7690 17690 7870 160 HGUS214-4 j 12% 12 '61iAe1121/2I 4 166-16d 1 22-16d 31710 5380 1 5380 10015 10015 100151 100151 4520 4520 8415 8415 18415 8415 , 4x SIZES LUS46 441 i 18 I,3%.1 41/. l 2 4-16d 4-16d 6076 1140 1 1165 1000 1 1150 i 1250 i 1335 ! 925 1115 820 945 i 10251 1145 84 HGUS46 4'A6 12 354. 41Gs 1 4 1 20-16d t 8-16d 17160 2325 1 2325 1 39401 4535 4930 1 5240 '995 1995 34101 3920 1 42601 4535 3,39.140 y HHUS46 45/is 14 1 35/8 i 5'/e 3 14-16d 5-16d 14667 1550 1 1550 1 2580 2965 3225 j 3440 1 1395 1550 12165 12490-1 27101 29601 4,37.140 LUS48 414. 18 39A4 1 61/. 2 6-16d 4-16d 7750 1140 11165 1 1.265! 1455 1 1585 1 1690 ' 925 1115 1 1050 11210 1315 11450 1 84 HUS48 131/a 14 39/1a1 7 2 5-16d 6-16d 11190 1550 11550 1 1505 i 1730 1885 2010 1315 i 1550 1240! 1425 i 15501 1650 i j nHUS48 61/2 14 354. 7 3 22-16d 3-16d 19850 2000 2000 3885 1 4465 4855 5180 1860 2000 3275 3765 40951 4355 4.37,140 I I HGUS48 6'As 12 35/s 7'/15 4 36-16d 12-16d 24880 3220 3220 9805, 7830 7925 7925 i 2705 2705 5890 1 6655 166551 6655 3,39,140 LUS410 h'/4 18 39/61 83A 1 2 1i 9-16d 5-16d 10906 1550 1 1550 1765 1 2030 '1 2210 1 2265 1390 1550 1465 1680 18301 2025 1.84 HHUS410 39/4 14 35/e i 9 3 30-16d 1 10-16d 22167 2855 3430! 5190! 5900 5900 5900 i 2330 2795 4385 5040 5075 1 5075 1 a,37.140 HGUS410 87/15 12 35/s 9 4 46-16d 1 16-16d 27945 3630 1 3630 3780 1 8940 1 8940 1 3940 • 3050 1 3050 7365 1 7510 75101 7690 1 3,39,140 HGUS412 10'Ge - 12 35/e,10'/161 4 56-16d 1 20-16d 27885 4055 4055 9155 9155 9155 2155 3405 3405 7690 1 7690 17690' 7890 ! 60 HGUS414 1',56 12 35/8 127/,61 4 66-16d 22-16d 31710 5380 5380 !0015110015 0015 i 10015, 4520 4520 7890 18185 1 33801 3380 1 uolift loads have oeen increased 33%and 60%for earthguaxe or wino loading with no further increase allowed. :ivioe by 1 33 and 1 60 for normal loading as in cantilever construction. _.:Nind(133)is a download rating. Minimum heel height reouired for full table loads.For less than minimum neel height.contact Simoson '95 'I Plated Truss Connectors HTUFace mount Truss Han-qers The new HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights, a° so that full allowable loads(with minimum nailing) °• ° ° apply to heel heights as low as 37/a".Minimum and •o ° ° ' °°� PP Y HTU26 maximum nailing options provide solutions for varying 7• °m va OR! heel heights and end conditions. ' °° Alternate allowable loads are provided for gaps between the end of the truss and the carrying member ° greater than'/a" (maximum gap for standard allowabler�' Typical HTU26 t� loads is%"per ASTM D-1761). s "� Minimum Nailing MATERIAL:16 gauge Installation FINISH:Galvanized Rte✓ r INSTALLATION: r rn t> •Use all specified fasteners.See General Notes. " •Can be installed filling round holes only,or filling . I o w1 round and triangle holes for maximum values. •For single 2x carrying members,use N10 - t (1 Odx1'/2")nails into the header and reduce the Min.Heel allowable download to 0.70 of the table value. Hei ht 4M ° The allowable uplift is 100%of the table load. Per Table •See alternate installation for applications �,/smax.gap between x: using the HTU28 or HTU210 on a 2x6 carrying end of truss and member for additional uplift capacity. carrying member Alternate Installation- CODES:See page 12 for Code Listing Key Chart. HTU Installation for Standard Allowable Loads HTU28 installed on (For%z"maximum gap, 2x6 carrying member i use Alternate Allowable loads.) (HTU210 similar) II Standard Allowable Loads(1/8"Maximum Hanger Gap) Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir/Hem Fir Min, Allowable Loads Allowable Loads Code Model Heel Carrying Carried Uplift' Floor Snow Roof Wind Uplift Floor Snow Roof Wind of. HeightFWTH] B Member Member ( 60) 160 (100) (115) (125) (133) (1331. (100) (115) (125) (133) SINGLE 2x SIZES v� HTU26e 31h 15/0 51/,e 31/2 20-16d 11-10dx11/2 730 2880 3045 3045 3045 630: 1815 1920 1920 1920 HTU26(Min) 31/a 1% 51/,e 31h 20-16d 14-10dx11h 1250 2880 3200 3200 3200 1075 2015 2015 2015 2015 a HTU26(Max) 51/2 1% 57/,s 31/2 20-16d 20-1Odx11/2 1555 2880 3310 3600 ' 3840 1335 2480 2850 3120 3320 40 m �• HTU28(Min) 3r/a 15� 7v,e 3'/2 26-16d 14-10dxivz 1235 3745 3895 3895 3895 1060 2920 2920 1 2920 2920 133 4 HTU28(Max) 71/4 1% 7' 31/2 26-16d 26-1Odx1'/2 2140 1 3745 4305 4680 1 4990 1840 13225 3710 4055 1 4315 HTU210 Min 3 7A 15/e 91/ie 31/2 32.16d 14-1Odxl 1/2 1330 1 4355 4355 4 511 4355 1145 3265 3265 3265 3265 t HTU210(Max) 91/4 1 1% 9'/,e 31h 32-16d 32-1Odxl 1h 3315 4610 5300 5760 1 5995 2850 3970 4565 4990 5155 1 1 DOUBLE 2x SIZES - - - - - - HTU26-2(Min) 3% 135/1. 57/,e 3'/2 20-16d 14-1 Do 1515 2880 3310 3600 3840 1 465 2465 2465 2465 ° HTU26-2(Max) ! 51/2 1 35/,. Sx/,e 31/2 20-16d 1 20-10d 2175 1 2880 3310 3600 3840 1870 1 2480 j 2825 3120 1 3310 17 HTU28-2(Min) 3�/e 35/ie 71/,e 3/2 1 26-16d I, 14-10d 1530 3745 4305 1 4305 ! 4305 1315 3225 j 3235 3235 '' 3235 0 HTU28-2(Max) 71/4 35/18 1 71/,e 31/2 26-16d 26-10d 3485 3745 1 4305 4680 1 4990 1 2995 3225 1 3710 14055 1 4315 33 N z HTU210-2(Min) 3'/e 1 35/,5 1 91/,e 31/2 32-16d 14-1 Old 1540 1 4610 1 4815 4815 4815 1325 3610 13610 3610 3610 HTU210-2(Max) 91/4 35/ie 91/,0 31h 32-16d 32-1 Od 4110 4610 5300 5760 6145 3535 3970 4565 � 4990 i 5310 N 1.The maximum hanger gap is measured between the joist(or truss)end and the carrying member. 7.Truss chord cross-grain tension may limit allowable loads,Refer to 2.Minimum heel heights required for full table loads are based on a minimum 2:12 pitch. Technical Bulletins T-ANSITPISPF.T-ANSITPISP and T-ANSITPIOF for 3.Allowable load calculations are based on the 2001 NOS. allowable loads that consider ANSIRPI 1.2002 wood member design criteria. 4.Uplift has been increased 33%and 60%for earthquake or wind loading with no further a.Loads shown are based on truss or joist with 31/2"minimum heel height. increase allowed:reduce where other loads govern. 4.NAILS:16d=0.162"dia.x 31/2"long,10d=0.148"dia.x 3"long,fop 0 5.Wind(133)is a download rating. 10dx1 V2=0.148"dia.x 11h"long.See page 16-17 for other nail sizes 6.For hanger gaps between$A`and 1/2"use the Alternate Allowable Loads. and information. Alternate Installation Table for 2x4 and 2x6 Carrying Member " Doug Fir-Larch/Southam Pine Spruce-Pine-Fir/Hem Fir Min. Fasteners Allowable Loads Allowable Loads Minimum Allowable I Model No. Height I Member Carrying Carried Uplift Floor Snow Roof Wind (1331 Uplift Floor 1 Snow Roof Wind Ret. (in.) Member I Member (133/ (100) (115) i (125) I (133) 1 160) (100) i (115) (125) (133) 160) -TU26(Mim '70 4 7-1Bd 11-10dx1"2 25 440 i60 -30o 1215 -95 '245 1430 1555 1555 -ITP2ond _0-10dx1'. '310 '240 '�60 -300 '915 "125 '245 '=1130 '555 '555 HTU28(Max) %1/4 2xti 20-16d 26-10dx11/2 2205 2880 3310 3600 i 3840 i 1895 2480 2850 2925 2925 HTU210(Max) 91/4 2-2xe 20-16d 32-10dx11/2 3155 2880 3310 3600 3840 2715 2480 2850 2925 2925 1-See table footnotes above. HAILS:16d=0.162"�ia.;.31/2"long,10dx11/2=0.148"dia.x 11/2'long. 128 2.Maximum hanger gap for the alternate installation is'/z'. ee page 16.17 for other nail sizes and information. ITW Building Components Group, Inc. 1950 Marley Drive Haines,City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ITC8151-Z0406090313 Truss Fabricator: Manning 9 PP Y Buildin , Su 1 of Jacksonville, Inc. Job Identification: J-06-0164C--David Lanier -Raab Resd. -- Lot 7 Ocean Breeze Ct. Atlantic Beach, F Truss Count: 38 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.36. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor N/A Wind - 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Dat�_c 11/06/2007 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 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 of Jacksonville, Inc. for the above referenced job identification. Loads applied b 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 Ref Descri Dtion Drawingf. Date J Ref Description Drawingi Date 1 88245--T10 07310089 11/06/07 34 88278--J10 07310098 11/06/07 2 88246--T11 07310078 11/06/07 35 88279--J11 07310093 11/06/07 3 88247--T12 07310077 11/06/07 36 88280 -J12 07310095 11/06/07 4 88248--1713 07310082 11/06/07 37 88281--J13 07310096 11/06/07 5 88249--T14 07310075 11/06/07 1 38 88282--J14 07310097 11/06/07 6 88250--T15 07310076 11/06/07 7 88251--T16 07310080 11/06/07 8 88252--T17 07310081 11/06/07 9 88253--1718 07310067 11/06/07 10 88254--T19 07310094 11/06/07 11 88255--T20 07310100 11/06/07 12 88256--T21 07310101 11/06/07 13 88257--T22 07310083 11/06/07' 14 88258--T23 07310084 11/06/07 15 88259--T24 07310085 11/06/07 16 88260--T25 07310103 11/06/07 17 88261--T26 07310104 11/06/01 18 88262--T27 07310074 11/06/07 19 88263--T28 07310068 11/06/07 20 88264--T29 07310102 11/06/07 21 88265--T30 07310079 11/06/07 22 88266--T31 07310086 11/06/07 23 88267--T32 07310092 11/06/07 24 88268--J1 07310071 11/06/07 25 88269--J2 07310070 11/06/07 26 88270--J2A 07310072 11/06/07 27 88271--J3 07310073 11/06/07 28 88272--J4 07310069 11/06/07 29 88273--15 07310087 11/06/07 30 88274--06 07310088 11/06/07 31 88275--J7 07310090 11/06/07 32 88276--J8 07310099 11/06/07 33 88277--J9 07310091 11/06/07 I I1111�1[Itl l 11 11 1 1 11 l II{11111111 o z or n� + W- r p mDCOx (D C C I 0 0 O m C O-- --m L oma •• O ZDADC CC-)m n � 0 (.n N-0 nN 'D== 0) -i z�--� �- m ]�(n n a n c rD rD 0 0 Foyer D o or z� �n� r* -a --o �z o c� o D m E f o D I nn IDC.7 No N (D rD n J 0A 41 < rD rD rr w W H C T .� Z.W L7(/) 3 r (n nd N CL 0 ?.oo (D I� W �--� D O n N n '`.�'�L"•� (n C :Z:O C) -i-i f Z A WON D a l r o r D m 70 W t 0 0 O O C al D r�Tl W D CD O - d C7 M M n 2 M rD f- W o c� n r<-r r-r rD rD rD d 00 (D c x z x• 7u- r n o o n 4 a+ O O m D V) D-G �- C7 rD CT)M N N N n �, Z rD J N CD rD fD m k K w ^ OG7 Z 370 N W < n n -� OO 's > C J1 A m➢m(A m �-.70 rD (n rD rD E O o rD .• •. 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N N Z rn N Z 1 z N N D + O O O ➢ A + m ➢ m m -I m ➢ c N A A W W W -I - (D D v C O C� C7 C7 C7 S to (D'> O m D n O T n r O O r ~ 2 ' D O o J N- D C7 \ N Z rn 2 p ti O O D N O N O O a _ a A X O X I-` D N W \ torn A W D A w N Z r co A N V O O V O \� N 0➢ rn N D E c N Z m C W O O O O O -S -i O r+ O� O W W •� x ti N N (PD C1 C/) Z D O . 0 I D ME: --4c 3 ^ m II -1 r N w z z m m x z CD n f'TI O ~ ~ m W N o 3 N) r o o W r r z CO \ \ 6 O o Nv CTI - o rN -_j o - m o -n o ,T1 tT 't G7 3 � N n �} CITY OF ATLANTIC BEACH Nim f 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �4 �31 INSPECTION EMAIL REQUEST: Building-dept(a�,coab.us Application Number . . . . . 07-00001406 Date 10/09/07 Property Address . . . . . . 2391 OCEAN BREEZE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 2 PREFAB F/P & 1 250 GAL LPG TANK ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SAWYER GAS COMPANY 98 PENMAN ROAD JAX BEACH FL 32250 (904) 246-6471 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/06/08 ---------------------------------------------------------------------------- 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 IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 71 s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ` BUILDING-DEPT@COAB.US tr• MECHANICAL PERMIT APPLICATION DUVAL COUNTY . � a. Du 7, / 9 � OCP.-M FRC Atlantic Beach FL 32233 DYES PERMIT#: 1 7-777777777 =77177'777 ",777 '77.7777-7 7"W"' low" 7,77 77, r a ,w< 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 77- 77,77 " tr r °°7.NAME OF C�?MPANY: 8.ADDRESS.: ���� J-C1 er-14 S 9 fie, �,� S�. T,} PL 322SO 9.STATE OF FLORIDA LICENSE NO- 10.CELLPHONE: 11.FAX NO.: os' A C,0 237-23© S ctoy -2 y6 --O')If 12.EMAI RESS: 1 602 p J::0 -_ S 13.OFFICE PHO 14. Clm � Syb-oll d Mc.1. (O/�^ Application is hereby made to obtain a permit to do the work and installations as indicated. I ce th rk will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null i f o is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)mont at a r work is commenced. CONTRACTORS SIGNATURE: -0001- �.,).. WE NN W INSTALLATION EW SIDENTIAL FLORIDA BUILDING CODE- 13 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER .P..: 19.HEAT: ❑ SPACE ❑ RECESSED ❑ CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: 2 MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: �'"° 9;r" �. ° NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY RENil �. .t .' vti h� PPROVIN OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 2 �� i/an r .�f fi/vg y2 of�� 301 0�c 6 NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY T 2-5-0 ,Ilw LPG Ole-I COAB FORM BLDG04:REVISED:9/13/2007