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Home My WebLink About06-5596 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 5596 Permit #:5596 Issued: 3/29/2006 Permit Type: GENERAL BUILDING PERMIT Class of Work: 105-NEW CONST/MULTI 5+ UNIT Proposed Use: TOWNHOMES Sq. Feet: Est. Value: Cost: 83,150.00 Total Fees: 7,753.69 Amount Paid: 7,753.69 Date Paid: 3/29/2006 Name: US H M CORP TION Addr: 600 N WESTSHORE BLVD, STE 600 TAMPA, FL 33609 Phone: 813854-4608 Lic: Phone: Work Desc: NEW TOWNHOMES-MODEL 8-SIESTA KEY Address: MAISIE LN - 8 MODEL ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: EILAND PARK TOWNHOMES Parcel Number: 03-26-21-5555-00100-0080 US H ME CORPORA ION - LENNAR MAISIE LANE - 8 MODEL ZEPHYRHILLS, FL. 33542 MECHANICAL FEE WATER CONNECTION RESIDENl FIRE INSPECTION FEES PUBLIC SAFETY 5% SCHOOL IMPACT FEE 1% .0 73.27 RADON 419.00 WATER METER RES 3/4" 13.50 FIRE IMPACT FEE 26.35 PARK FEES TOWN HOMES 15.55 TRAFFIC IMPACT FEE 99% E 16.63 SEWER CONNECTION RESIDENl 180.00 FIRE PLAN REVIEW FEES 273.00 POLICE IMPACT FEE 769.56 SCHOOL IMPACT FEE/100% 1,572.12 TRAFFIC IMPACT FEE 1% 1,616.00 62.18 254.00 1,555.00 15.88 v~,t\; l~.I\ 1b~ f Sn~1 ov 1 DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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. n ~~ NATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER .. '-..J....I..... ""'... ..-- ----------- BUI'LDING DEPARTMENT 5335 8~H st, Zephyrhills, FL 33542 813-780-~,020 FAX: 813-780-0021 DATE RECEIVED '3/'9(:./0&:.;. PHONE CONTACT FOR PERMITTIN/<f13 )~qtl- /iJ75 XJ 3':;'/ PHONE 81~ - 7(;;9-5)77 OWNER'S NAME (1.5' !bne (j.,f.AJ'{ /}17tJ# - tEN;V /If JOB ADDRESS ~~\ e... f2(J.. (Y"'lode\. <6 . LEGAL DESCRIPTION: LOT IS) I - I 0 BLOCK ---L- SUBDIVISION [; /aNi IJ it lrH>>/J/;Mtt PARCEL ID it 0-3-2lr2j.. $1'~~.oo\oO.60]O-!TNJlU OJoo) (OBTAIN FROM PROPERTY.TAX NOTICE) WORK PROPSED: ~EW CONSTRUCTION 0 ADDITION o ALTERATION 0 REPAIR 0 INSTALL o SIGN PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL o MOVE 0 DEMOLISH ''bd~ !11m~ D It OF UNITS o INDUSTRIAL o SWIMMING POOL o MOBILE HOM: D OTHER c:J RESTAURANT & HEALTH DEPARTMENT APpROVAL DESCRIPTION OF WORK -Ioiv/) h0I11~5 I . BUILDING SIZE ,~.S 'fA))( fo3.2f IJ SQUARE FOOTAGE j 5" ~L}0 ( RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. IF SIGN PERM~T ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. HEIGHT ~-1S' .~ BUILDING ~LECTRICAL ~LUM8ING Gt"MECHANICAL o GAS ~OFING PERMITS REQUESTED $.Blo~ '81:/ 00 VAL~ATroN OF TOTAL CONSTRUCTION \ ~Q tdrLtt OlJl rAMP SERVl CE ~ progres s Energy 0 W.R.E.C. $-' ~ 11.5:06 o SPECIALTY VALUATION OF.MECHANCIAL INSTALLATION o OTHER TYPE OF CONSTRUCTION:~ BLOCK FINISHED FLOOR ELEVATIONS o FRAME o STEEL o OTHER IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER .' f / ~" .... STATE CERT OR REGIST i (!:5(. Id')/"''1~ ****************************************************************** ~ COMPANyJI3~ {lEt;-/;e/(7, ()17d~ SIGNATURE ELECTRICIAN k ~ SIGNATURE / . . STATE CERT OR REGIST # ~ /'lO.t'>/ ~f~ PLUMBER ~// COMPANyAt.iIJuR.. ${!.hlema.tG SIGN~ STATE CERT OR REGIST . C'?"C CJC//7.2/ ~................................. :'................ ~o MECHANICAL./ COMPANY , ****************************************************************** SIGNATURE STATE CERT OR REGIST # C/J ~ OScY-I/O OTHER ~~~.....=......... .::~;:; *..... *.................. SIGNATURE / .,' /7: STATE CERT OR REGIST # t(!-{!,65799/ ./' u.s. Homes Eiland Park Town Homes Siesta Key Model 8-Maise Rd MODEL SQ. FEET PRICE MAIN OR LIVING: 1,663 $ 50.00 OTHER AREA UNDER ROOF: $ 50.00 OTHER: $ - VALUATION $ 83,150.00 FEE SHEET $ 416.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 684.00 CREDIT: $ - BUILDING LESS CREDIT: $ 684.00 ELECTRICAL: $ 104.65 PLUMBING: $ 103.00 MECHANICAL: $ 73.27 SUB-TOTAL $ 964.92 RADON: $ 16.63 TOTAL $ 981.55 SEWER: $ 1,616.00 WATER: $ 419.00 IRRIGATION: $ - TOTAL: $ 2,035.00 WATER METER:I $ IRRIGATION METER $ 180~00 I FIRE DEPARTMENT FEES PLANS TOA TL: $ 62.18 INSPECTION TOTAL: $ 13.50 PERMIT TOTAL TOTAL: $ 75.68 PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 3,825.58 I 769.561 PARK IMPACT FEESI $ SIF'S: $ 1,555.00 100.0% $ 1,555.00 1.0% $ 15.55 TOTAL: $ 1,570.55 TI F'S: $ 1,588.00 99% $ 1,572.12 1% $ 15.88 TOTAL: $ 7,753.69 I J Fire Chief Robert Hartwig ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Bus (813) 780-0041 Fax (813) 780-0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: a -~ Business Name: f~, ~\L ~\x\'l'l~ BusinessAddress: ~,\.6..\-:3 :tj 01 Business Phone No.: Business Fax No.: Contact: PLAN REVIEW FEES ~SitePlan ~ Building Plans ~ Revision .06 sf 1t;5'~ STANDPIPE SYSTEM o Per Riser $25 SPRINKLER SYSTEMS o 0 - 25 Heads $30 o 26 plus Heads $60 FIRE PUMP o Per Pump $100 FIRE ALARM SYSTEM o 0 - 25 Devices $30 o 26 plus Devices $60 SUPPRESSION SYSTEMS ~ Wet $35 Dry $35 C02 $35 Other $35 INSPECTION FEES Annual N/C 1 st Re-inspection $25 2nd Re-inspection $50 3rd Re-inspection $125 4th Re-inspection $250 5th Re-Inspection $500 Construction $15 Commercial $25 SPRINKLER SYSTEMS Hydro Undergrounds $45 Hydrostatic System $45 Wet Acceptance $30 Dry Acceptance $45 Hydrant Flow $25 Hood / Booth $30 Grease Duct $15 FIRE ALARM SYSTEM o System Acceptance $50 D Recall Acceptance $50 OTHER Fire Wall/Smoke LP Gas Natural Gas Fuel Tanks Tent Billing Phone No.: Billing Fax No.: Contact: PERMIT FEE FALSE ALARM FEE 1 st Alarm N/C 2nd Alarm N/C 3rd Alarm N/C 4th Alarm $25 5th Alarm $50 6th Alarm $75 7th Alarm $100 8th Alarm $150 9th Alarm $200 10th Alarm $250 Non Compliance $150 . Affidavit of Service/Repair" $25 $25 $15 SPRlhlKLER SYSTEMS o Automatic $15 FIRE PUMP o Fire Pump $15 FIRE ALARM SYSTEM o Detection $15 OTHER LP Gas Natural Gas Fire Works Fuel Tanks $45 $45 $25 $45 GREASENENTILATION GREASENENTILATION o Hood/Ducts $35 0 HoodlDucts $15 ~ 0 Kitchen Suppression $15 PLANS TOTAL ~ INSPECTION TOTA~~ PERMIT TOTAL! I ~J, .l,,? t:{ 50 ~ Commeom k ~d~O-'l2~ .li~~~A18L tJl FALSE ALARM I I TOTAL. :l ?e.P<A/ff , Date: Inspector: z!3!&? {~ errj /lv ~~I/ - rA... USHOME 1\ IIIIIH/I (/JIII/Itlll\ May 23, 2006 City of Zephyrhills 5335 8th Street Zephyrhills, FL.33542 Re: 15BO-52-Z001 To Whom It May Concern, Please revise the following permit per the engineered letter. Thank You. Permit # 5588, 5589, 5591, 5592, 5593, 5594, 5595, 5596, 5597 and 5598 Elizaoeth Mullins Permit Coordinator US Home Corporation Tampa City Group Purchasing 600 N. Westshore Blvd., Suite 600, Tampa, FL 33609. Telephone: 813-769-5277 . Fax: 813-769-5278. www.ushometampabay.com @- --- O,",OllTUIIIn DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-mail: dengine1@danscoengineering.com CA 25948 May 10, 2006 Elissa Holleran US Home Central Florida Division 600 N. Westshore Blvd., Suite 500 Tampa, FL 33609 RE: City of Zephyrhills Revisions Eiland Park 10 Unit Townhomes 15130-52-Z001, Building 1 DE # 260253 Dear Mrs. Holleran: Pursuant to your request, we have revised the plans as listed below: . All elevation trim/banding to be cut/scored, decorative finish; please refer to the attached sheets 3 and 4 for updated information. . Added off ridge vents; please refer to the attached sheets 3 and 4 for updated information. Our review is limited to the items indicated in the above-referenced project. Further, it is the client's responsibility to contact DANSCO Engineering, LLC, if as-built conditions change from the time of our review. As always, please feel free to contact us if you have any further questions or if you should need additional information. Sincerely, DANSCO ENGINEERING, LLC ~~.. t? L -<:7'. ) .ryr . ThUy H. Huynh, P.E. Fla. Reg. No. 60122 Th/md H:\Clerical Files\Documents\Letters\US Home\2005 Job Files\260253- Revisions.doc FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder: CA"5, t\c:.JY'Y\JL0 ~ Permitting Office: 0~ Ob ~ . Permit Number: S5C'J (P Jurisdiction Number: to \ l ~ C:rO I FORr:1 600A-2004 ; . Project Name: Address: City, State: Owner: Climate Zone: Siesta Key . lP2.l\:5rYl~ Rd - \'Y)od.Q.\ <is' ,2~\~1~ K US Homes ) Central EnergyGauge@ 4.0 I. New construction or existing New 2. Single family or multi-fumily Single family 3. Number of units, if multi-fumily 1 4. Number of Bedrooms 2 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1583 ft2 7. Glass type 1 and area: (Label reqd. by 13-104.45 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Sngle Default) 115.0 ft2 b. SHGC: (or Clear or Tint DEF AUL T) 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. N/A 9 . Wall types a. Frame, Wood, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Con. AH: Interior b. N/A 7b. (Clear) 115.0 W R=Q.O, 288.0(p) ft R=Il.0, 1184.0 W R=4.0, 1022.0 ft2 R=19.0, 1583.0 W Sup. R=6.0, 55.0 ft 12. Cooling systems a. Central Unit Cap: 26.0 kBtulhr SEER: 13.00 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 26.0 kBtulhr HSPF: 7.50 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.92 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Wbole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as-built points: 16408 Total base points: 20099 PAS~~] Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.9 Florida Statutes. BUILDIN~ Fie ~L: DATE: 7 LL ( I hereby certify that this building, as designed, is in compliance with the Florida ~rgy Code~ OWNER/AGENT: Ijr ~, DATE: 1 Predominant glass type. For actual glass type and areas, see SUmmer & Winter Glass output on pages 2&4. EnergyGauge@(Version: FLRCSB v4.0) -...~. ,~ FORM 600A-2004 EnergyGauge@4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls SECTION 606.1.ABC.1.1 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Ceilings 606.1.ABC.12.3 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Multi-story Houses Additional Infiltration reqts 606.1.ABC.1.2.5 606.1.ABC.1.3 REQUIREMENTS FOR EACH PRACTICE Maximum:.3 cfmlsq.ft. window area; .5 cfmlsq.ft. door area. Caulk,. gasket, weatherstrip or seal between: windowsIdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utHity penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrationslopenings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is instaUed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK COMPONENTS Water Heaters SECTION 612.1 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) Swimming Pools & Spas 612.1 Shower heads Air Distribution Systems 612.1 610.1 HVAC Controls Insulation 607.1 604.1, 602_1 REQUIREMENTS CHECK 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. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal effICiency of 78%. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceifings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge TM DCA Form 6OOA-2004 EnergyGauge@lFlaRES'2004 FLRCSB v4.0 ,.', ,--- " FORM 600A-2004 EnergyGauge@ 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: I , , PERMIT #: BASE AS-BUlL T WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2460.00 4920.0 40.0 0.92 2 1.00 2460.00 1 .00 4920.0 As-Built Total: 4920.0 CODE COMPLIANCE STATUS BASE AS-BUlL T Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11518 3662 4920 20099 6875 4613 4920 16408 I PASS I EnergyGauge™ DCA Form 6OOA-2004 EnergyGauge@/FIaRES'2004 FLRCSB v4.0 ".-..,-. " FORM 600A-2004 EnergyGauge@ 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS-BUlL T Winter Base Points: 5836.1 Winter As-Built Points: 9498.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (OM x DSM x AHU) (sys 1: Electric Heat Pump 26000 btuh ,EFF(7.5) Oucts:Con(S),Con(R),lnt(AH),R6.0 9498.7 1.000 (1.000 x 1.160 x 0.92) 0.455 1.000 4613.0 5836.1 0.6274 3661.5 9498.7 1.00 1.067 0.455 1.000 4613.0 EnergyGauge 1M DCA Form 6OOA-2004 EnergyGauge@lFlaRES'2004 FLRCSB v4.0 .'""":-"..a.. .... FORM 600A-2004 EnergyGauge@4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS-BUlL T GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WaF = Point .18 1583.0 5.86 1669.7 Single, Clear W 1.0 1.0 59.0 13.25 1.08 848.0 Single, Clear S 1.0 1.0 21.0 9.90 1.84 382.2 Single, Clear E 1.0 1.0 35.0 12.37 1.16 503.6 As-Built Total: 115.0 1733.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 11.0 1184.0 2.00 2368.0 Exterior 2206.0 2.00 4412.0 Concrete, 1m Insul, Exterior 4.0 1022.0 3.35 3423.7 Base Total: 2206.0 4412.0 As-Built Total: 2206.0 5791.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 7.60 319.2 Exterior 42.0 5.10 214.2 Base Total: 42.0 214.2 As-Built Total: 42.0 319.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 829.0 0.64 530.6 Under Attic 19.0 1583.0 0.87 X 1.00 1377.2 Base Total: 829.0 530.6 As-Built Total: 1583.0 1377.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 288.O(p) -1.9 -547.2 Slab-On-Grade Edge Insulation 0.0 288.O(p 2.50 720.0 Raised 0.0 0.00 0.0 Base Total: -547.2 As-Built Total: 288.0 720.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1583.0 -0.28 -443.2 1583.0 -0.28 -443.2 EnergyGauge@ DCA Form 6OOA-2Q04 ~~IaRES~FLRCSBv40 -. '........, k FORM 600A-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS-BUlL T Summer Base Points: 26998.9 Summer As-Built Points: 25321.7 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) (OM x OSM x AHU) (sys 1: Central Unit 26000 btuh ,SEERlEFF(13.0) Ducls:Con(S),Con(R),lnt(AH),R6.0(lNS) 25322 1.00 (1.00 x 1.150 x 0.90) 0.262 1.000 6874.5 26998.9 0.4266 11517.7 25321.7 1.00 1.035 0.262 1.000 6874.5 EnergyGauge™ DCA Form 6OOA-2004 EnergyGauge@lFIaRES'2004FLRCSBv4.0 ~.._. ~. FORM 600A-2004 EnergyGauge@4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS-BUlL T GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1583.0 25.78 7345.8 Single, Clear W 1.0 1.0 59.0 57.68 0.54 1854.1 Single, Clear S 1.0 1.0 21.0 48.22 0.57 572.9 Single, Clear E 1.0 1.0 35.0 63.97 0.53 1186.7 As-Built Total: 115.0 3613.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 11.0 1184.0 1.90 2249.6 Exterior 2206.0 1.90 4191.4 Concrete, Int Insul, Exterior 4.0 1022.0 120 1226.4 Base Total: 2206.0 4191.4 As-Built Total: 2206.0 3476.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 7.20 302.4 Exterior 42.0 4.80 201.6 Base Total: 42.0 201.6 As-Built Total: 42.0 302.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 829.0 2.13 1765.8 Under Attic 19.0 1583.0 2.82 X 1.00 4464.1 Base Total: 829.0 1765.8 As-Built Total: 1583.0 4464.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 288.O(p) -31.8 -9158.4 Slab-On-Grade Edge Insulation 0.0 288.O(p -31.90 -9187.2 Raised 0.0 0.00 0.0 Base Total: -8158.4 As-Built Total: 288.0 -8187.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1583.0 14.31 22652.7 1583.0 14.31 22652.7 EnergyGauge@ DCA Form 600A-2004 E~~IaRES~FlRCSBv~O 'ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The bigher tbe score, tbe more efficient tbe borne. US Homes, , , , 1. New construction or existing New 2. Single family or multi-family Single family 3. Number of units, ifmulti-family I 4. Number of Bedrooms 2 5. Is this a worst case? Yes 6. Conditioned floor area (W) 1583 W 7. Glass type I and area: (Label reqd. by 13-104.4.5 ifnot default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Sngle Defauh) 115.0 ft2 b. SHGC: (or Clear or Tint DEF AUL T) 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Con. AH: Interior b. N/A 7b. (Clear) 115.0 fP R=O.O, 288.O(p) ft R=II.O, 1184.0 fP R=4.0, 1022.0 fP R=19.0, 1583.0 fP Sup. R=6.0, 55.0 ft 12. Cooling systems a. Central Unit Cap: 26.0 kBtu/hr SEER: 13.00 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 26.0 kBtulhr HSPF: 7.50 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.92 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVACcredits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Prograrnmable ThennosUlt, MZ-C-Multizone cooling. MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: CitylFL Zip: *NOTE: The homes estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. lfyour score is 80 or greater (or 86for a US EPAlDOE EnergySttlJ:l 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 atwww.fsec.ucfedufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. I Predominant glass type. For actual glass type and areas, see Smmner & Winter Glass oulJ'!!! 00 W!&es 2&4. EnergyGauge@ (Version: FLRusB v4.0) File name: For: By: Job #: Wthr: Notes: RIGHT-J LOAD AND EQUIPMENT SUMMARY -11129/05 Danbury:rsr U.S. Homes Zone: Entire House Phone: A Stepping Stone P.O. Box 1795 Seffner Phone: 8 1 3 - 6 5 4 - 2 7 6 0 Siesta Key Fax: FL 33565 Fax: 813-759-6566 Tampa AP (S) FL WINTER DESIGN CONDmONS SUMMER DESIGN CONDmONS Outside db: 40 of Outside db: 95 of Inside db: 70 of Inside db: 75 of Design TD: 30 of Design TD: 20 of Daily Range M . ReI. Hum. : 50 % Grains Water 54 gr HEATING SUMMARY Bldg. Heat Loss Ventilation Air Vent Air Loss Design Heat Load Method Construction Quality Fireplaces Area (sq.ft.) Volume (cu.ft.) Air ChangeslHour Equivalent CFM SENSIBLE COOLING EQUIP LOAD SIZING 3 1 7 96 Btuh 23 CFM 7 4 9 Btuh 3 2 5 4 6 Btuh Structure 20671 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 OF Use Mfg. Data n Rate/Swing Mult. 1. 00 Total Sens Equip Load 20671 Btuh INFILTRATION Simplified Average o LATENT COOLING EQUIP LOAD SIZING Internal Gains 920 Btuh Ventilation 0 Btuh Infiltration 0 Btuh Tot Latent Equip Load 920 Btuh Total Equip Load 21591 Btuh HEATING o o 1.2 o COOLING o o 0.5 o HEATING EQUIPMENT SUMMARY Make Trade Efficiency Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat MANUALJ: 7th Ed. COOLING EQUIPMENT SUMMARY Make Trade 7.5 HSPF o Btuh o Btuh o OF 1105 CFM o . 035 CFM/Btuh Efficiency Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor 12.0 EER o Btuh o Btuh o Btuh 1105 CFM o . 053 CFM/Btuh Load Sens Heat Ratio 96 Right-Suite: Ver 4. 1 .27 SIN RSR21021 Printout certified by ACCA to meet all requirements of Manual Form J ..-........, ...... Danbury.rsr Job# IT MANUALJ:7thEd. -, 11 Name of Room I 21 Rurming Ft Exposed Wall 3 Room Dimensions, Ft 41 Ceilngs, Ft Condit. Option TYPE OF EXPOSURE Gross I ., Exposed Walls and Partitions 6 Window; and Glass Doors Heating 7 Window; and Glass Doors Cooling 8 Other doors 9 Net Exposed Walls and Partitions 10 Ceilings II Floors 12 Inf1ltration Siest9- Key Right-Suite if. 1 .27 CST H1M NO. Htg CIg a 14A b 12C c I: I' I f a 1C 34.6 .. :1 d e f North NEJNW EJW SElSW South Horz alOE 8.7 6.8 b 10E 8.7 6.8 a 14A 15.3 b 12C 2.7 cO.O dO.O eO.O f 0.0 a 16D b c a 22A b c a 13 Subtot Btuh Loss=6+8" + 11 + 12 14 Duct Btuh Loss 15 Total Btuh Loss = 13+ 14 16 17' 118 19 120 15.3 2.7 0.0 0.0/ 0.0 0.0 0.01 .. 0.0 .. 0.0 *. 0.0 *'" D.O ** 1.6 0.0 0.0 24.3 0.0 0.0 0.0 300 1200 Area Length 8.3 2.1 0.0 0.01 0.0 0.0 31.0 0.0 89.0 0.0 0.0 0.0 8.3 2.1 0.0 0.0 0.0 0.0 2.3 0.0 0.0 1583 o o Entire House 288.0 Ft 8.0 Btuh Htg CIg 1120 1184 o o o o ."'** *"''''''' "'''''''''' "'''''''. "'''''''. ..."''''''' "'''''''''' .... "'''''''''' **** ."'.'" 3985 **** SIN d Area Length 144 144 1022 o o o o o o o o o .... Oo/~ 1. 001 .... I RSR21021 First Floor 140.0 Ft 0.0 x 0.0 ft 8.0 heat/cool Btuh Htg Clg 1120 o o o o o "'."'. ."'.. "'*"'''' ."'.. **** 11/29/05 Ft *..... *."'. "'>II.'" I .... *.*. .."'. 1940 o o o o o *... .*.* ."'.. ..*. ."'.. ...* I I Area Length 1625 o 318 o o o 144 144 -59 1184 o o o o o o o 1583 o o 56 ~I o o o 52 .*.. o .*** 4 .*.. o *"''''. o *... o .... 21 21 15637 o o o o o o o o 140 o o 98 o 1 *... .... 183 183 8496 o o o o o o o o 3402 o o o "'''''''''' 317 9 6 .... O~ 0 **** **** 317 96 ."'.. .*.. 21344 .... O-Yc 0 *."'. .*** 2 13 4 4 *..'" 115 o o o o o 111 .*.. o "'''''''''' 4 *....'" o *."'* o "'''''''''' o .*.... 21 21 963 1184 o o o o 14734 3197 o o o o 0.0 0.0 0.0 0.0 00/1 1. 001 .... I 288 o o 157 .... .*.. .... 1 "'... 1l05j '~I ."'.. "'''''''''' o 1200 o o o o Second Floqr 148.CFt 0.0 x 0.0 ft 8.0 heat/cool. Btuh Htg Clg o "'''''''''' 118 4 .... o *."'. ~ I :::: o **** 59 ~I o o o 5 9 .... o "'''''''''' D...'" o .... D ***'" o "'**'" o o 148 o o 59 I .... *"''''* 2044 o o o o o D I] -90:3 3197 o o o o 2517 Il Il 3596 o () o ..."'** 10452 ...... 00/. CI .... .... 10452 **** .*.. 11926 ..** .... 1 0' 00/1 .... 119261.001 7421 6381 .... I Printout certified by ACCA to meet all requirements of Manual J Form Int Gains: People @ Appl. @ Sublot RSH Gain=7+8,,+12+16 Duct Btuh Gain Total RSH Gain=(17+18).PLF CFM Air Required o o o *... "'.*'" *"'*. 3454 o 318 o o o 183 183 81105 2515 o o o o 2517 o o 3692 o o 6998 o o o 1200 1200 20671 2067~1 H051 4 o ~I Length ***. **** .*.* *"''''* *.*'" **"'* ***'" *"'.... **** 1829 o o o o o o o -490 2515 o o o o 3692 o o o o o o "'*** "''''*''' .... 1200 .*"'* 0 ***'" 8745 **** .... I 01 %1 .... 8745 3 6:; I 4 681 .... I % Btuh Htg CIg **** "'''''''* **"'. "'*.* .*** **** **** "'''''''* *."'''' *.** ***'" **** **.* ...."'''' "''''*''' *"'*. .*"'. ."'** ..*. *."'''' .*** **.* .*** **** *.*'" *"'*'" *... ...... ..*. .... I .*.* I _. .., RIGHT-J CALCULATION PROCEDURES A, B, C, D . . Job #: Siesta Key Zone: Entire House Procedure A - Winter Infiltration H1M Ca1culation* File name: 11/29/05 Danbury:rsr 1. . Winter Infiltration CFM 1 . 2 ACIHR x o Cu.Ft. x 0.0167 = o CfM 2. Winter Infiltration Btuh Ux 0 CFMx 3 0 Winter TD = o Btuh 3. Winter Infiltration H1M o Btuh / 157 Total Window = and Door Area 0.0 H1M Procedure B - Summer Infiltration'H1M Calculation* 1. Summer Infiltration CFM o . 5 ACIHR x o Cu.Ft. x 0.0167 = o aMI 2. Summer Infiltration Btuh Ux 0 CFMx 2 0 Summer TD = o Btuh . 3. Summer Infiltration H1M o Btuh / 157 Total Window = and Door Area 0.0 H1M Procedure C - Latent Infiltration Gain 0.68 x 54 gr.diff. x o CFM = o Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x Sensible Load for Structure (Line 19) Sum of Ventilation and Structure Loads Rating and Temperature Swing Multiplier Equipment Sizing Load - Sensible 20 Summer TD 0 Btuh + 20671 Btuh 20671 Btuh x 1. 00 RSM + 20671 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x Internal Loads = 2 3 0 x Infiltration Load From Procedure C Equipment Sizing Load - Latent 5 4 gr.diff. 4 . No. People + + /, .0 Btuh 920 Btuh 0 Btuh 920 Btuh 0 *Construction Quality is: a No. of Fireplaces is: MANUALJ:. 7th Ed. Right-Suite: Ver 4. 1 .27 SIN RSR2102.1 Printout certified by ACCA to meet all requirements of Manual Form J ~""'''> ... N1ANUALJ: . 7th Ed. Right-Suite: Ver 4.1.27 SIN RSR21021 . . RIGHT-J WINDOW DATA Job # Siesta Key . File name: Danbury.rsr . 11/29/05 W S D W G L S S 0 N A S' 0 0 W C W S N K I A L 0 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 0 X Y T M R R First Floor a n s a c n n n y 1 90' 1.0 1.0 0.0 1.0 48.0 35..0 35.0 a n e a c n n n y 1 90 1.0 1.0 0.0 1.0 89.0 21.0 17.4 Second Floor a n s a C n n n y 1 90 1.0 1.0 0.0 1.0 48.0 24.0 24.0 a n n a c n n n y 1 90 1.0 1.0 0.0 1.0 31.0 35.0 0.0 ....~< . .' ....:.-,,, ~ ~ o ('\ ~ .~ ("'\ t('\ .~ 0 ~ t:' (1 ("'\ PERFORMANCE BUSINESS PRODUCTS, INC. 813-719-8008 FAX 813-719-7919 (0-0 b6 ? CITY OF ZEPHYRHILLS ZEPHYRHILLS, FLORIDA WATER ACCT. NO. :3l3D/6(P DATE OWNER/ RENTER lAs~ MAILING SERVICE ADDRESS lo~45 SHUT OFF SERVICE 0 TURN ON SERVICE gr INSTALL METER Q/" READ METER 0 CHECK METER 0 OTHER 0 '(Y'\ ('Iu ^ ~ i-n - \'Y'o:i.e.\ )? - 0\d~ I ~ WATER o SEWER o GARBAGE ~CITY o OUT CITY _-L No. OF UNI1S __ DEPOSIT AMOUNT 31~lf~~ p~+-- 559(0 __ AMOUNT LAST Bill __ DATE __ MISC. CHARGE WORK COMPLETED BY & DATE COMPLETED ORDER TAKEN BY Retain white form in office at all times. Send pink & yellow forms to Water Service Dept. Water Service Dept. to sign yellow form & return to office. Q9/25/200B 12:28 FAX 813 B74 0823 PASCO COUNTy.r FL.:OfUI>A ~0'0/010 UHlt: V7/~~/Ub 11~~~ lU=~~ PAGE: :I. OF 1. ISSUE OFFICE: N HECI::l:I=-T NUMBR:; 00973~:j::!3 OFFICE~ NEW PORT RICHEY '",,',"1"'11I: I ..,,-.t- r J::..I"\.I-l.l. t'1..I"J.I'lQ ON.TRAC.T~R #:: 015189 AM~r. STEVE I~ SMITH DDRr. 15913 KING JAMES COURT /S.T:: ODESSA FL 3355b5728 ~R= CHECK .. 5170 CITY OF ZEF~YRHILLS SOLID WASTE #5596 ONTRACTOR: 015189 6245 MAISIE RD UNIT#8 TOTAL AMOUNT: 13..73 ceNT COMPNY ACCOUNT CENTER AMOUNT DESCRIPTION/PERMT DATA DR/CR 114 B450 - 36~~OOO - 2 13.. 73 ****** SOLID WASTE FEE bO ECEIVED BY ~_~_____....__._.___.~__________._____ . 09/21/2005 21:21 813948271 0 IH SUNCOAST HOMES PAGE 08/30 ~!!~~~~~!W'IIIII 1111I11111111111111111111111I1111 9{(YJ] C'E O::r COM%.'E7(C'EM'E9(r - Rcpl: 1034111 DS: 0.00 09/19/06 n Rec: 10.00 IT: 0.00 ',_,,_,,_._ . Dpty Clerk Notice: is hereby given that the undersigned will commence (recommence) to improve the following described real propeny, situated in Pas~o County, Florida, to.wit 55.90 a) LOT#----L ~1~1;~~~~lN~.5PASCO COUNTY CLERK .. 3.m 1 of 1 OR Bk 7186 PG 770 Eiland Park 6245 Maisie Rd Same as above ~~~ 0 if d~tI))- ~ zoll)< Co> ;;!J~~'~ c:>=' . c.;) 0 ~c.:> ,... ~gEE~ :s t-u..IO ~ ~::I:Cf.) I- N _O:r.t::E....J .... ....0.... < co>>-z~ -(f)~a.- oc<(li;oo....J Oo..woc:r:: -I 01-0 LLlLe~::'::u: LLOll)li2~~ 0>-;;;8;;'0 ~~iE~~ r:: ::> < .... <( 0 ~o z ~Cf)'" a:a:< .... ....o:z: ~ a:I Zcohvrhills. FL 33540 b) Said improvements shall consist of: Multi-Family Residence e) The: name and address of the owner of said real property is: u.s. Horne CorpoTation Central Florida Division 600 N. Westshore Blvd., Suite 600 Tampa, f'L 33609 d) The name and address of the contractor is: c) The name and address of the surety on the payment bond under Section 713.23 FS is: Not Applicablcl Same as abovc The amount of such bond is $ N/ A t) Tbe name and address of the person upon whom notices or other documents may be served is: Not Applicable: g) The name and address of the pE:T'!Ion designated in addition to the undcrsigned, to receive a eopy of the Iienors notice as provided in Section 713 .06 (2b) FS. is: h) notice. Commencement of said improvement shall be within thirty days from date of recording this Dated this 14th day of September ,2006 Prepared By: Kimberly Daugette US Home Corporation R 600 N. Wcstshore Blvd. . Suite 500 Tampa, FL 33609 us,~~ \, Michael K. Sliarns Agent Who is personally known to me, Sworn and subscribed before me this 14 day of Septcmbcr,2006 Notary PUbJie:.A<rrV..Ltlt l~ Owner Authorized fJ41$ft ~...~;Io~"'" l'p,~"A~"" ~;{~..~,~~ ~1...'1~".~' "'..9r~\' I<IMWlLYKAYDAUGmE MY COMMISSION # DD 45854' EXPIRES: September 10.2009 BOllOl!diml NOlO!\' Public Un_'I~" 'tJ=~ Kimley-Horn and Associates, Inc. September 25, 2006 . 5344 Ninth Street Zephyrhills, Florida 33542 Mr. Bill Burgess Building Official City of Zephyrhills 5335 8th Street Zephyrhills, Florida 33540 ti 5'~ - 5S9g> So f~~. Loccci::Q.cO In ~ Re: Eiland Park Townhomes - Lots 1 - 10 Dear Mr. Burgess: I have reviewed the As-Built Surveys of the lot grading for the above subject lots and fmd them in substantial conformance with the Lot Grading Plan previously approved by the City. The project is located east of Massey Road and south of Eiland Boulevard. At this time the plat has not been recorded and addresses have not been assigned. If you have any questions, please do not hesitate to contact me at (813) 788-0400. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. ai . omelison, P.E. nior Project Manager CLC:bas Attachment cc: Lennar Homes, Inc. H:\049791002 - Lennar Eiland Park\Lot Grade Letters - CQZ\092506 Lots l-lO.doc . TEL B13 7BB 0400 FAX B13 7B2 497B DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-mail: dengine1@danscoengineering.com CA 25948 October 18,2006 Mr. Shawn Reed US Home Central Florida Division 600 N. Westshore Blvd., Suite 500 Tampa, FL 33609-1140 RE: Eiland Park 10 Unit Townhomes 15130-52-Z001, Building 1 Permit No.: 5588 to 5598 DE# 260253 Dear Mr. Reed: Pursuant to your request, we conducted a limited structural review of the above- referenced project. Specifically, we reviewed the Universal Forest Products truss layout. Our review was conducted using the Florida Building Code (2004 Edition). Please refer to the attached sheets: SK1 to SK4 for revised layouts and uplift schedule. Our review is limited to the items indicated in the above-referenced project. Further, it is the client's responsibility to contact DANSCO Engineering, LLC, if as-built conditions change from the time of our review. As always, please feel free to contact us if you have any further questions or if you should need additional information. Sincerely, DANSCO ENGINEERING, LLC ~) Cassidy Willians Project Manager ~(~ Thuy H. Huynh, P.E. Fla. Reg. No. 60122 cw/thh/lm H:\Clerical Files\Documenls\Letters\US Home\2006 Job Files\260253(BLDG 1) UFP layout.doc SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 1/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, sK2 for floor connection schedule, sK3 for roof framing plan and SK4 for uplift schedule. -, a_ 1- I a.. ~ , ,'-' -. .... .... ." 1_. I a.. DOl ~. l -. .... .... .... .... I a_ I- la_ i_ 1_.. I.... 1_.. la.. I a.. II.... .... 11M3 ll:l i:: -. u .... .... , ll:l :) ~ ". .... 1"'-'" -i"""'l""" """'-'" u, ." ~. . FG2'i~ --I ~- 1.- ~ =t::I1~ r i~~II' i---o'- .,-4- I".. - .. . . -, -, _, I I .. I .., I I I - ..., - .... - .... ... .... I.... ".. ... .... Fa .... ... "" ft/II "L. Rial 1'(1'2.11. _-~... , ~FG !lib.!!!! ~ ~. "JIIFG2 ~ ~ ll:l :> ~ !IE.... .- - T EM:! -. .... -. - I ClIll:l ,,!E FI.a I r'UG' . FUll FUI - -.- ..... ,.... .- I'" ,... -. .- -. .- fill R:II .- F", ~ .- -.. .!1M:! .... ~. ... .- I I .m ... .... r~l~ - - .. ~ '0 ST. CROIX ST. CROIX MARTINIQUE MARTINIQUE SIESTA KEY MARTINIQUE MARTINIQUE SIESTA KEY ST. CROIX ST. CROIX FLOOR FRAMING PLAN (NTS) o SAMUEL A GREENBERG, P.E. # 34245 THUY H. HUYNH, P.E. # 60122 o IRWIN J. BENSON, P.E. # 49758 * PLEASEREFJ1R 10 lHE ORIGINAL SIGNED AND SEALED CONSlRUCTION DOCUME'NlS FOR FURlHER INroRMATION NOT SHOWN *ID lHEBESTOFlHEINGINEIlRS KNOWLEDGE AND BELIEF, lHE SlRUCWRAL PLANS AND SPECIF1CATIONS COMPLY WrnI lHEFLORIDA RESIDENTIAL CODE, SECTION RJOI FOR 119.9 MPH 3 SEC. GUSTEXPOSURE"B" INCLOSED WIND ZONE(2004 EDmON, INCLUDING 2005 SUPPLEMFN1). * lHIS DRAWING AND DESIGN IS VALID FOR 12 M()~:!!I~_~_lHE.!>A1ESIG~.~ S~-,-. * SIGNED AND SEALED FOR lHESlRUCWRAL PARTOFlHIS DRAWING ONLY. ~)~~ L- OCT If 2006 P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 2/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, SK2 for floor connection schedule, sK3 for roof framing plan and sK4 for uplift schedule. 2nd FLOOR FRAMING SIMPSON CONNECfORS SCHEDULE TRUSS JOINT GRAVITY CONNECTION QTY CONN. FASTENERS""' I LOCATION ~,_. TYPE (LBS) CAPACITY PER CONN. ,THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE ,CONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA BM3 LEFT 720 4 - 16d NAILS RIGHT 1379 HUSC410 1 1708 16-10d FRONT 448 HGUS46 1 2899 28-10d BM4 INTERIOR 2741 .4 - 18d NAILS REAR 1497 WMI46 1 3380 2-1Od x 1 112" &2-1/4" x 13/4" TlTEN SCREWS FG1 LEFT 905 4 - 16d NAILS RIGHT 574 HU21O-2 1 2048 28-1Dd FG1A LEFT 888 HUC21O-2 , 2048 28- 1 Od RIGHT 825 HU210-2 1 2048 2B-10d . FG2 LEFT 986 HU210-2 1 2048 28-10d , RIGHT 828 HUC21D-2 1 2048 28-10d FG2A LEFT 926 HU21 0-2 1 2048 2B- 1 Od RIGHT 1012 HUC21O-2 1 2048 2B-10d i i"Double connectors to placed di agonally to each other. . l::QQ.!!QtQr.ly.~.'l~!s.J.br9.L:.lgbJh~t~~~j:~l'?t~..q~Jb_e._gpPQ?t!~.S..tQ~gf.l~.e;)-!c~?~.~blC;bs._9~J.9 ......-.........--...............- _torce the plate off the truss. . , ..... Mounted vertically. Ii,! i L__.._._.._.___._.________._ _._._....._.._._..___.._..__.__..._______.._._.~......__.___------"_._._..._____.........____.1..________....._...._.._____...........__..___._.! 2nd FLOOR FRAMING SIMPSON CONNECTORS SCHEDULE D SAMUEL A GREENBERG, P.E. # 34245 '/iiJ THUY H. HUYNH, P.E. # 60122 'D IRWIN J. BENSON, P.E. # 49758 'PLFASEREFER 10 lHEORIGINALSIGNl!D AND SEALED CONSlRUCTION DOCUMI!N1S FOR FURlHER INroRMATION NOT SHOWN '10 'IHEBESTOF1HEl!NGINEERS KNOWLFDGE AND BELIEF, 'IHE SlRUCWRAL PLANS AND SPECIFICATIONS COMPLY Wl1H 1HE FLORIDA :J{(L RESIDE'nIALco DI1, SECTION roOl FOR 119.9 MPH3 SEC. GUSTEXPOSURE"B" l!NCLOSl!D WIND ZONE (2004 EDmON, INCLUDING 2005 SUPPI..EMEN1). OCT 1 8 2006 '1HlS DRAWING AND DESIGN IS VALID FOR 12 MQ~~_~..'!!!ED~!!~~~~~_FALED,,- , SIGNED AND SEALED FOR 1HESlRUCTIlRAL PARTOF1HlS DRAWING ONLY. P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 3/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, sK2 for floor connection schedule, sK3 for roof framing plan and SK4 for uplift schedule. II .i.., , II ~ ~ I I I I ~ I , I I I I 1 <!< I M --. , , , , .-.. - " I ~I~ / - , , , , , << / I '<I < I I :.l ~ / +- " , &!' &! , , , --I ....... " 1 I I I I 7 ...... '-., , I I I ,7 I I I , , , , v , I '\ I I I I I 1/ I I'. I ~ - - -~ ! ! , I'. ! - - - - I I /' I , I , i" / I I I 1/ I r:::::tIt~ f:.'ftr> '~ (~i\ ). I , 1 I " / I'll.""'" ,) " " I , , I v "- I 1/ f\ / '" I ,...., IJ r- ~f', /' ~ I , , I I" f It l I /' ...., "\. r-1 ~ " i 1\ , '/ II - . .. ~ IIIJ """/ '" . I IfF ,II II !II b1 ~ 1 b{ , /11 ~!!A'"..J . ...... J ~ T -- till.... ST. CROIX MARTINIQUE MARTINIQUE SIESTA KEY MARTINIQUE MARTINIQUE SIESTA KEY ST. CROIX ST. CROIX ST. CROIX ROOF FRAMING PLAN (NTS) o SAMUEL A GREENBERG, P.E. # 34245 'jif;} THUY H. HUYNH, P.E. # 60122 (0 IRWIN J. BENSON, P.E. # 49758 'PLEASERE'.FER 10 mEORIGINALSIGNID AND SEALED CONSlRUCnONDOCUMiNIS FOR FORmER INl'ORMAnON NOT SHOWN ''IV 'IHEBESTOFmEFNGINEERS KNOWLEDGE AND BELIEF, mESlRUCWRAL PLANS AND SPFCIFlCAnONS COMPLY wrm mEFLORIDA ~X rz(-- RESIDENTIAL CODE, SFCnON R301 FOR 119.9 MPH 3 SFC. GUST ElO'O SURE "B" ENCWSI!D WIND WNE(2004 I!DIDON, INCLUDING 2005 OCf 1- 8 2006 SUPPI.I?Ml!'NI). . tHIS DRAWING AND DESIGN IS VALID FOR 12 ~Q.~:ms A~..!HED~~~!~~~_~~-'_m_. . SIGNID AND SEALED FOR mESlRUClURAL PARTOFmIS DRAWING ONLY. P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 4/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, SK2 for floor connection schedule, sK3 for roof framing plan and sK4 for uplift schedule. ~ .._~- -. - - ~~_.,,_____a..~ _w .. ,.~~- - i UPLIFT SCHEDULE UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRUSS MANUFACTURER'S VALUES TRUSS JOINT UPLIFT CONNECTION QTY CONN. FASTENERS"". ._m.._...._._~___. -____.__._m_ ._..___.... ..._..__......._.._____._._.___.._._.._._ ....__.....__ ___.__.._......._... ---..--.....-..-.---.--.....--......-.............--- TYPE LOCATION (LBS) CAPACITY PER CONN. THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA E2A FRONT 1206 HTS20 1 1450 24-10d x 1112" REAR 1134 HHETA20 1 2235 10-1Ddx1112" LEFT 2975 MGT(l) 1 3140 22-1Od x 1 112" 8. 518" EMBED. INTO SIMPSON SET EPOXY G1 USP KLEG HANGER (SEE DETAIL AlS2.2 ON ORIGINAL S&S FOR RIGHT 2975 UPLIFT CONNECTION) I I !NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOh~ iMASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS :UNLESS OTHER WISE NOTED. .----.---.-....--........-...-...---------.-----.--...-.-...--.----.----......-.-----....-.-.-......-.......--.--:-----......-.......-.---...--.- ........M [THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. . MASONRY HHETA20 1 2235 1O-1Dd x 1 112" TIMBER H10 1 850 16-Bd x 1 112" HUNG HUS26 1 1317 2D-1Dd 1"Qg.ub1e con~_~tor~JQJ~!~.~.~fLc:1i a.9Q!1_~Uy-!g.~_~.fb._9.1heL.L__~__.________.__.._...__..__ ....R.'2-'lQt9Til!~Q~LL~.th..CqI,J9J:lJb.~!!"1J.g;J?I?t~..9.rl.~~_9.EPQ?.,Lt.~.?icj.?_9tlh..,~~?~.Y".b!fbfQl!Is!_........ ........... .._ c~.!t!~pJ?!~9ftltJ~!!!J_~~c_._.__J___.._...__...._...L___J -........-.----.....'.-..-',..-.--.-...'.-...-,--.--.,.-..-,.......,...-.-....-,.....".,..,- ,...... Mounted vertically. ". i ;(1) Connection atthe exterior wall: ':, . .---.---.-------......---...-----.-LJpCI FT S"CHEDlJCE--..----------......-. D SAMUEL A GREENBERG, P.E. 'II 34245 REFER TO ORlGINAL S&S FOR INFO. NOT SHO'WN i!!:P THUY H. HUYNH, P.E. 'II 60122 'D IRWIN J. BENSON, P.E. # 49758 . PLEASE REFER 10 1HEORIGINALSIGNID AND SFALID CONStRUCTION DOClJMEI/n> FOR FURlHER INFORMATION NOT SHOWN "10 1HEBE'STOFTIlEENGINEERS KNOWLFDGE AND BELIEF,1HEStRUCTIJRALPLANS AND SPECIFICATIONS COMPLY wrm TIlE FLORIDA K1L RESIDENTIAL CODE, SECTION R301 FOR 119.9 % MPH 3 SEX:. GUSTEKPOSURE"B" ENCWSID WIND ZONE (2004 EDmON, INCLUDING 2005 sUPPLEMENn. DC 1 8 2006 . TIlIS DRAWING AND DESIGN IS VALID FOR 12 .~Q.~.!!!~.~ 1HE!?.A.~~.!'!.~ ~~~. . SIGNED AND SEALED FOR 1HEStRUCTIJRAL PARTOFTIlIS DRAWING ONLY. P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-mail: dengine1@danscoengineering.com CA 25948 October 18,2006 Mr. Shawn Reed US Home Central Florida Division 600 N. Westshore Blvd., Suite 500 Tampa, FL 33609-1140 RE: Eiland Park 10 Unit Townhomes 15130-52-Z001, Building 1 Permit No.: 5588 to 5598 DE# 260253 Dear Mr. Reed: Pursuant to your request, we conducted a limited structural review of the above- referenced project. Specifically, we reviewed the Universal Forest Products truss layout. Our review was conducted using the Florida Building Code (2004 Edition). Please refer to the attached sheets: SK1 to SK4 for revised layouts and uplift schedule. Our review is limited to the items indicated in the above-referenced project. Further, it is the client's responsibility to contact DANSCO Engineering, LLC, if as-built conditions change from the time of our review. As always, please feel free to contact us if you have any further questions or if you should need additional information. Sincerely, DANSCO ENGINEERING, LLC ~~ Cassidy Willians Project Manager ~~~ Thuy H. Huynh, P.E. Fla. Reg. No. 60122 cw/thhllm H:\Clerical Files\Documents\Letters\US Home\2006 Job Files\260253(BLDG 1) UFP layout.doc SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 1/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet sK1 for floor framing plan, sK2 for floor connection schedule, SK3 for roof framing plan and SK4 for uplift schedule. ,n , , , , , , , -, , , AM --. -- ..- IAn , , -. ... .... -- "N -, .... ,,- I " I 0- L .". --. ON ,- ..- 1_- ..- I.... ..- l M3 ".. _0' 1__ .. "N IlMl , ",to .... -.. -- ..- AU O- r o~ ... tolD --'P.... - -.. -- -,....,\- ....,...'-... .. I ~ ..,1 wu I "N .. "N II -~~ TOG} ........ !- I~ Gl I I . FG2f I (~ ~11! ~~~ -- I .., ---I - ... ~ .... .. III' .... I 1 I~' . ou II .... .... . .... FIJI - - r"'IIlto I - tollr) n!l: .y.. ... - .... ~I'- .00 I ... .... - I'LII ..., .~ T L :Jl1IM3 ,...,.- ". ... I ,- 0_ ,.., 1IM3-i\L oj, 0.. .... "" - 'LA ..., .- IT .u f"II' ..... '* .... -. " ... ~ ~, - 0181 f. FUI , -. ~ .., r""'" ..... ... flU .... 'UI I .., .., I I I"N .... --. ..- I 1_. -.. , ! ~. [: III ; -, .-. I ST. CROIX ST. CROIX MARTINIQUE MARTINIQUE SIESTA KEY MARTINIQUE MARTINIQUE SIESTA KEY ST. CROIX ST. CROIX FLOOR FRAMING PLAN (NTS) o SAMUEL A GREENBERG, P.E. # 34245 THUY H. HUYNH, P.E. # 60122 o IRWIN J. BENSON, P.E. # 49758 - PLEASE REFER 10 1HE ORIGINAL SIGNID AND SEALED CO NSlRUCTION DOCUMFNlS FOR FUR'IHER INFORMATION NOTSHOWN -10 'IHEB~TOF1HEJ;NGINEERS KNOWLl!DGE AND BELIEF, 1HE SlRUCTIJRAL PLANS AND SPJOC:IF1CATIONS COMPLY WTIH 'IHEFLORIDA RESIDENTIAL CODE, SECTION roO! FOR 119.9 MPH 3 SEC. GUST EXPOSURE "B" J;NCWSED WIND ZONE (2004 EDmON, INCLUDING 200S SUPPLEMEN1). - IBIS DRAWING AND D~IGN IS VALID FO R 12 ~ON:!!i~_~_1HEpAlE SIGNl!>_.AND SFALJ!!l:...__ - SIGNED AND SEALED FOR 'IHESlRUCTIJRAL PARTOF'IHIS DRAWING ONLY. ~~~L L- OCT 1f 2006 P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 2/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, SK2 for floor connection schedule, sK3 for roof framing plan and SK4 for uplift schedule. 2nd FLOOR FRAMING SIMPSON CONNECfORS SCHEDULE TRUSS JOINT GRAVITY CONNECTION QTY CONN. FASTENERS""' TYPE LOCA TJON (LBS) CAPACITY PER CONN. 'THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA I I BM3 LEFT 720 4 - 16d NAILS RIGHT 1379 HUSC410 1 1708 10-10d : FRONT 448 HGUS46 1 2899 28- 1 Od BM4 INTERIOR 2741 4 - 16d NAILS REAR 1497 WMI46 1 3380 2-10d x 1 112" & 2-1/4" x, 3/4" : TITEN SCREWS . FG1 LEFT 905 4 - 16d NAILS RIGHT 574 HU210-2 1 2048 2B-1Dd FG1A LEFT 88B HUC210-2 , 204B 28- 1 Od RIGHT 825 HU210-2 1 2048 28-10d FG2 LEFT 986 HU21O-2 1 2048 28-1 Dd RIGHT B28 HUC210-2 , 2048 2B-10d . FG2A LEFT 926 HU210-2 1 2048 2B-1Od , RIGHT 1012 HUC21 0-2 1 204B 2B-10d , : j"Double connectors to placed diagonally to each other. l::g.,Q.'lQLdrJye n~jls thr9u9h the truss-Rlate on the opposite side ofthe truss which could i force the plate "off tti-etru.ss:'-'..-..-"'" ..--.-...-.......--.-.. ....'--...r-....-..-.-.......-._m............m.........m.__ -...........---.......... ::~.JY1Q.L.J_'l~Q.~eJ1~~li~:.,.J...._..____j___._.._'.m.'_.._-"--.-_1___...._.mL..__._.____._.___.__.__... 2nd FLOOR FRAMING SIMPSON CONNECTORS SCHEDULE o SAMUEL A GREENBERG, P.E. # 34245 ~ THUY H. HUYNH, P.E. # 60122 <0 IRWIN J. BENSON, P.E. # 49758 . PLFASEREFER 10 1HEORIGINAL SIGNED AND SFALED CONSlRUCTION DOCUMl!NlS FOR FURlHER INFORMATION NOTSHOWN *10 1HEBESTOFlHEENGINIERS KNOWLEDGE AND BELIEF, 1HE SlRUClURAL PLANS AND SPECIFICATIONS COMPLY WflH 1HEFLORIDA RESlDlNnAL CODE, SECTION roO! FOR 119.9 MPH 3 SEC. GUST EXPO SURE nBn ENCWSED WIND WNE(2004 EDmON, INCLUDING 2005 SUPPLF.MENT\. . lHIS DRAWING AND DESIGN IS VALID FOR 12 M.<?~'J.HS _~..!!!!..I?,!I-"IE_~g~~..1'~-,-. . SIGNED AND SFALED FOR 1HESlRUClURAL PARTOFlHIS DRAWING ONLY. ;)~zC OCT 1 B 2006 P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 3/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, sK2 for floor connection schedule, sK3 for roof framing plan and sK4 for uplift schedule. II ,JIt' , I 1 ~ I I I I I I I~ IJ , I , I , I I <!< 1 /~ " , , , , , , -.. / - "- I I ~1&1 I '- I I , ~ / ID I '<1< I I "7 "- , &1'&1 , , , i-I ...I. "- I 1 I I 1 I.W ,,-, I I I , ,7 I I I I .1 " , , , 1/ , 1 "- I 1 I 1 , , - - - -~ '" ! ! ~ ! - - - - - , I 1 / I I I I '" / I P I I I I , ::=".:=i.'" , ;t.l=~ I , ,- / I "" .~.... "- I I ~.~- [) "- "- T'"'T , , v v 1 - ;:::::: (, / III ~ 7 "'" I I , 1- "- 1 f I I( / ~ "- I-- "- ' 1\ I 'J - .. 1 I ~ ~II / "- . 1 br1 tk ~oo " ,\III , W at b1 ~ 1 /11 I !!...\. ::rtJ ST. CROIX MARTINIQUE MARTINIQUE SIESTA KEY MARTINIQUE MARTINIQUE SIESTA KEY ST. CROIX ST. CROIX ST. CROIX ROOF FRAMING PLAN (NTS) o SAMUEL A GREENBERG, P.E. '# 34245 '''f!!:1 THUY H. HUYNH, P.E. '# 60122 (0 IRWIN J. BENSON, P.E. '# 49758 "PLEASEREl'ER'IO TIlEORIGINALSIGNID AND SEALED CONS'IRUCTIONDOCUMINTS FOR FURlHER INFORMATION NOT SHOWN "10 'IHEBESTOFlHEENGINEERS KNOWLEDGE AND BELII!F,lHESlRUCTIlRALPLANS AND SPECIF1CATIONS COMPLY wrm TIlE FLORIDA ~g ?(,L RESIDENTIALCODF, SECTION R301 FOR 119.9 MPH 3 SEC. GUST EXPO SURE "B" ENCWSED WIND ZONE (Z004 EDmON, INCLUDING zoos SUPP~. OCT 18 2006 "lHIS DRAWING AND DESIGN IS VALID FOR lZ MQ~TIlS ~~_'!HEDA~_~.!Q~AJ':lP.~~"m. " SIGNED AND SEALED FOR TIlES'IRUC1URAL PARTOFTIlIS DRAWING ONLY. P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698 SUBJECT: US HOME, Eiland Park 10 UNIT DE#: DANSCO 15130-52-Z001, Bldg 1 260253 DE ENGINEERING, LLC Permit # 5588 to 5598 CA 25948 Designed by: Date: Checked by: Date: CW 10/18/06 SK 4/4 Problem: Engineering to revise truss layout from schematic to Universal Forest Products truss layouts. Solution: See sheet SK1 for floor framing plan, SK2 for floor connection schedule, sK3 for roof framing plan and SK4 for uplift schedule. - - -..- - -< -.-- _w__ ..- ....,-~-~ ,-, : UPLIFT SCHEDULE UPUFTVALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRUSS MANUFACTURER'S VALUES TRUSS JOINT UPLIFT CONNECTION QTY CONN. FASTENERS*'" -"..-....--..-------..- -----.-..-. ".---..----- '''-'---''''-'-'---''''--'.'-'---''''''''- ----......-- ----.--.....-.- -...-......--.--.---..-...--........---.....--.. TYPE LOCATION (LBS) CAPACITY PER CONN. THE FOLLOWING CONNECTIONS ,A,RE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA i E2A FRONT 1206 HTS2D 1 1450 24-1Dd x 1 112" REAR 1134 HHETA2D 1 2235 1O-1Dd x 1 112' . LEFT 2975 MGT (1) 1 3140 22-10d x 1 112" & 51B" EMBED. INTO SIMPSON SET EPOXY G1 USP KLEG HANGER (SEE DETAIL AlS2.2 ON ORIGINAL S&S FOR RIGHT 2975 UPLIFT CONNECTION) I : NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOh~ iMASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS lh:J_~~~~_~..QltlER ~SE NOT..s.Q..:._.._.___.__._____.__._..___<.._.__________<.<<<,.._.._....,<<.<<< tTHESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAP ACI1Y MASONRY HHETA2D 1 2235 10-1Ddx1 112" TIMBER H1D 1 850 16-Bd)( 1 112" HUNG HUS26 1 1317 20-1Dd l~.Qq!!ble c:onlJ~ftQ.~_ to P..I.~f~g'_qjEl9Q!L~~!q.~.?L~b..9th~Lj_______~___.___.___._..._...____.._1 l:~.Q.O'-QQ!grL~~__IJ~i.!~_t~r.qI,l9bJb_e..!!:!!::;?p.IEl!~.qn!b~_9.RP.q~1~..?ic:i.~__9U!J,~.!J:I,J??~tJ!fh.~9~I~L............._....._... 'force the plate off the truss.. ii' t i;;,;-Mounted.veit,ca.ily~.;.-..-....--o.-.--..---'-...-..-.;.----;-....----.-.-.--..--...-.---.--.--..-- 1(1) Connection at the exterior wall ,; ---'-...-----.-----.--..---------.-U-pCiFr-..SCHEDULE--....-.-...-----...-..-. D SAMUEL A GREENBERG, P.E. '# 34245 REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN i9 THUY H. HUYNH, P.E. '# 60122 o IRWIN J. BENSON, P.E. # 49758 "PLFASEREliER 10 TIlEORIGINALSIGN.ID AND SEAL.ID CONSlRUCTION DOCUMENIS FOR FUR'IHER INFORMATION NOT SHOWN "10 TIlEBE'STOFTIlEENGINEEtS KNOWLEDGE AND BELIEF, TIlESlRUC'IURALPLANS AND SPEX::IF1CATIONS COMPLY WfIH TIlE FLORIDA (jL RESIDENTIAL CODE, SEX::TION R30! FOR 119.9 ~ MPH 3 SEX::. GUSTEXPOSURE "B" ENCLOSED WIND WNE(2004 .IDIDON, INCLUDING 2005 SUPPLEMENl). DC 18 2006 " TIllS DRAWING AND DESIGN IS VALID FOR 12 ~,Q!'I~~~ ~.~~~.~!Q~~ S~. _ . SIGNED AND SEALED FOR TIlESlRUC'IURAL PARTOFTIlIS DRAWING ONLY. P.O. Box 3400 Apollo Beach, Florida (813) 645-0166 Fax (813) 645-9698