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Home My WebLink About0804-0166 INDEX SHEET 4-14-08j Causeway_Lumber Company BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239-992-3423 - Fax SCANNED �2evtev�c6r�7' �:03 f �`e cex Cover Sheet FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954-763-1224 - Fax 954-768-5 STUART - 8451 SW Old Kansas Ave. - Tel. 772-781-2332 - Fax 772-781-2355 ,r ' Fz Y CONTRACTOR / BUILDER /ADDRESS INFORMATION Customer DONSANT Job Number 70668F Job Name DIMEO RES Lot Block Job Address City. Architect/Engineer HARVEY E. KOEHNEN #32831 .THESE PLANS, A-P"I d v"PIPO► POSED W0P?-.. PORT ST LUCIE ARE' SUBJECT a �l WW1 Mg MAY DESIGN INSTRUCTIONS UUMPLY Dili TH, LMAD-1W;111 ST NS Importance Factor 1.0 Wind Load Type ASCE 7-02 LOADS ROOF FLOORS Building Type Closed Design Wind Speed TCLL 20 40 Category 11 Duration Factor N/A TCDL 15 20 Building Exposure C Software Used. BCDL 10 5 ALPINE ENGINEERED PRODUCTS, INC. BCLL 10 0 Total 55 65 As witness my seal, I hereby certify that this serves as a cover sheet in conformance with Chapter Julius Lee, PE / Florida Certification Number 34869 61G15-31 Section 003 of the Florida Board of Professional Regulation. this package includes a truss Florida Business Engineering License Number 5606 index sheet and truss drawings. 1455 S.W. 4th Ave, Delray Beach, FL 33444-2161 Date The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed and attached. The suitability is the responsibility of the Building Designer, per ANSI/TPl 1-1995 Section 2 and ANSI/TPI/WTCA 4 Section 2-4. HARVEY E. ®EHNEN Professional Engineer PE-32E31i/,-/` 7205 Eluse Cgrcle Pori St. Lucie, EL 34952-3212 Fax (772) 459-3035 S'011111111'�F%�/i,�i \ C' E * Go NO. 48 9 ST T OF 0-0 R one •,�z, �ONAL wkz _+ Causeway Lumber Company \� �� Q IIV ®ullut:l :s dollult;C 1341Ri P 1Z20V Truss Index Sheet BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239-992-3423 - Fax 239-947-4099 FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954-763-1224 - Fax 954-768-5926 STUART - 8451 SW Old Kansas Ave. - Tel. 772-781-2332 - Fax 772-781-2355 JOB NUMBER 70668F customer DONSANT Job Name DIMEO RES Job Address Subdivision Lot Block City PORT ST LUCIE State FL ZipCode PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ# 1 FT101 18779' 2 FT119' 18780( 3 FT12 4' 18780: 4 FT13 2 18781( REVIEWED EeEE By JULIUS LEE at.3:04 pm, APr 14 2008 Julius Lee, PE / Florida Certification Number 34869 \1111111111// Florida Business Engineering License Number 5606 S.W. li d to Rig ht Delray Beach, FL 33444-2161 ``%% 1455 Seal A�......LF��4�� pP g . \G �• �` t NO. 48 9 HARVEY E. KOEHNEN OF Monday, April 14, 2008 Professional Engineer PE-32831 ��p ,. ,�� T oP 00 �� Page 1 of 1 7�0Elyse Circle /L i��'�S• 6 R1-ee.�0`� Port St. Lucia, FL 34952-3212 Fax (772) 489-3036/jvo,* Job: L/UbbarJ UUNSHNI / r 11U 1b-ti-- Top ohord 4x2 SP SS :T2 4x2 SP #2 Dense: BUt chord 4x2 SP SS Webs 4x2 SP #3 Trt �--2'6---� SX6 3XB THIS UWG. PREPHREU BY THE HLPINE JUB DESIGNER PHUGRHM FRUM IRUSS MFR'S 2XG continuous strongback. See ANSI/TPI 1-02 Seat. 7.5. DeFlection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 3XB 7•s 2=0011! -00--W! Mr. 2X4 3X6 3X4 3X4 3X6 2X4 16'8-4 L 16•B-4 14'3' Rv-1073# W-3- Rv-10: SE0 = 187797 PLT . TYP . -WAVE FBC/TPI2002 CSTD) C /RT-1.10 C1.25) no C D) OTY= 17 TOTAL= 17 REV. 7.24. 1230. 17 SCALE=0.3750 Causeway Lumber Company ' 20280 Old 41 Rd, Ben3W Sptin63,F134136 (239)992-3423 ORWRRNINGII TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS OF ENTERPRISERLN,DMADISONTEWI05571911FOR�SAFETY3PRACTICESWPRIORWTToDPERFORMINGNCIL THESE FUNCTIONS. UNLESS OTHERWISE INDI6ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAN S 40TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. 11I PG RNT11 FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NRTfONRL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GH (W,H/S/Kl ASTM A653 GRADE ON THIS0/60 WbESI6NI POSITIONGALV EPEA DRAWINGSEL APPLY LIGOR Z TO EANY INSPECTIONCH FACE OF UOF PLATESSS AND, NFOLLOWEDLESS EBYI(I) SHALL BE PER ANNEX A5 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY PERND USETPI THISCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING TC LL 4 O.O OpSF' f TC DL 20.0()sf' P BC DL 5 . O P S F• L+ BC LL O . O P S r TOT. LD. E5.0 SF� REF DATE 04-14-2008 DRW G B K E Q/(� LEN. 160804 OUR. FRC . 1.00 SPACING 24.0" TYPE SY42 Jot): l/UbbtirJ UUNSHN I / t- 111 U / d r I oor I runs THIS UWU. F°HEF°HHEU BY 1HE HLI'1NE JUB Ut516NtH YKUUH To ohord 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Bbt chord 4x2 SP #2 Dense Webs 4x2 SP #3 Truss must be Installed as shown with top chord up. T 1 R- )) 5'13X4 1X4 4'6 3XE 3X4 1X4 3X4 3X4 3%4 3X4 3X4 2X4 l 9'7'8 9'7'8 _I r16.514 Rv-62l q LHYUUI SEO = 187800 PLT . TYP . -WRVE FBC/TPI2002 (STD) C /RT-1. 10 (1.25) /!0 ( O) OTY= 1 TOTRL= 1 REV. 7.24. 1230. 17 SCALE=0.7500 Causeway Lumber Company 28280 Old 41 Rd. eeniW SpHnQ5,F13413S (239)992-3423 •*WARNINGDO TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, PERFORMINGNCIL 6300 ENTERPRISERLN,DMADISON, WI0537191 FOR,SAFETY37191 AND PRACTICESWPRIOR(WOOD THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PR S gNO OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fq POWTAkT§• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATfONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR (W,H/S/Kl ASTM R653 GRADE 40/60 (W K/H Sl GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS 6ESI6N POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (Il SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE DESIGN ERITPERNANUSETPOF I THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING TC LL 40. O P S f TC DL 20.OPSf BC DL 5. O P s f BC LL 0. O P S F TOT. LID. S REF DATE 04-14-2008 DRWG BK E O/A LEN . 90708 DUR . FRC . 1.00 SPACING 2 4 . 0 " TYPE S Y 4 2 Job: L/Ubbt t-J UUNSHN I / Top chord 4x2 SP #2 Dense Bbt chord 4x2 SP #2 Dense Webs 4x2 SP #3 b I- I oor I russ THIS DWG. PREPHRED BY THE RLPINE JOB UESIGNEH PRUGKHM FROM MUSS MFR's LRYOUT Deflection meets L/360 live and L/240 total load. Truss must be Installed as shown with top chord up. L fl-4 (R] 2.9 1X4 I" 1' 4'B 3X4 2X4 PLT. TYP.-WAVE Causeway Lumber Company CIS 26280 Old 41 Rd. Bonita Springs, FL 34136 (239)992-3423 3' FBC/TPI2002 (STD] Cq/RT-1.10 (1.25) /10 ( 01 OTY= 3 TOTAL= 3 ALPINE ENGINEERED SIGN: ANY FAILURE TO ?ING INSTALLING B (NATfONAL DESIGN SPEC, /S/K] ASTM A653 GRADE NLESS OTHERWISE LOCRTED FOLLOWED BY (I] SHALL ACCEPTANCE OF DESIGN SHOWN. THE ILITY OF THE BUILDING REV. 7.24.1230.17 SEO = SCALE 187803 =1.0000 TC LL TC DL BC DL BC ILL TOT . LD . 40.OPsf REF 20.OPSF 5.OPSF 0.OPSF 65. 0 s F DATE 04-14-2008 DRWG BKE O/A LEN . 40108 OUR . FAC . 1.00 SPACING 24.0" TYPE SY42 Job: VUbbtirJ UUNSHN I / F• 11d ZZ 4 4 F- I oor I Top,ch6rd 4x2 SP #2 Dense :T3 4x2 SP SS: Bbt chord 4x2 SP #2 Dense :B2 4x2 SP SS: Webs 4x2 SP #3 Truss must be installed as shown with top chord up. I1-11S UWU. F'HtNHHEU by IHL HLF'1NL JUb ULSILNLK YKUUKHM YKUn IKU.t. 2XG continuous stron9back. See ANSI/TPI 1-02 Seat. 7.5. Max JT VERT OEFL: LL: 0.56" OL: 0.41" recommended comber 1/2" Deflection meets L/360 live and L/240 total land. 2 6- 6%6 4X I16 11'8' 3X4 3X4 3X4 4X6 3X4 3X6 4X6 s- 5X8 4X6 W-3X4 3%4 2 2X4 4X4 4X6 2X4 W-H52512 2X4 3X8 2X4 3X6 2X4 W-3X6 I�- 22' 4"4 16'11"12 Rv-1442# W-3" 5X8 SEO = 187810 PLT . TYP . -WRVE FBC/TPI2002 CSTD] C /RT-1.10 (1.2s] /io ( o] OTY= 21 TOTAL= 21 REV. 7.24. 1230. 17 SCRLE=0.2500 Causeway Lumber Company 28260 Old 41 Rd. Bonita SpOn0s,P134136 (239)992-3423 **WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 AND WTCR (WOOD TRUSS COUNCIL OF AMERICR 6300 ENTERPRISE LN, MMISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI6RTEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL gND QOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ■.IMPORTANT#9 FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NAT)ONAL DESIGN SPEC, BY AF&PR] AND TPI. ALPINE CONNECTOR PLATES ARE MROE OF 20/18/16GA (W,H/S/KI RSTM A653 GRADE 40/60 (W K/H S] GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS BESIhN POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TC LL 40.OPSf SF TC DL 20 . 0 sf OP BC DL 5. O P s F BC LL 0. O ps f' TOT. LD . s REF DATE 04 -14 -2008 D RW G B KE O/A LEN . 220404 DUR . FAC . 1.00 SPACING 2 4 . 0 " TYPE S Y 4 2