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HomeMy WebLinkAboutTRUSS ENGINEERINGProject Information: Name: THYRRING RES Address: ROOF & FLOOR TRUSS SYSTEMS City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter., Computer Program Used: FBC 2010-HVHZ RES VIEW by Alpine Gravity: 55 psf Roof Total Load Gravity. 60 psf Floor Total Load Wind., 170 mph from ASCE 7-10 code This package includes a Truss, Index Sheet and 77 individual truss design drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Professional Regulations. 92 .:� STq p f"11/ 110 Note: Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses fo,r any building is the responsibility of the building designer. Delegated Engineer: T. Stiles Peet, P.E. Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 404 SW Camden Ave. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 761 FT2 1 06/09/14 771 FT3 1 05/09/14 HomeBASE by Alpine Page 1 of 1 ROOF & FLOOD TRUSS SYSTEMS 4175 MARTIN H 1OHW Y PALM O 1 TY. FL 34990 OFF: (7 72) 8 - 700 FAX: 772) -44 CUSTOMER NAME........ GM CONST. JOB NAME ...................... THYRRING RES JOB# ............................. KB0200 XOSEALED PERMITTING O FIELD O APPROVAL ID PRELIMINARY JOD:(KbULUU) / I HYKKIN(j Kt5 / Al Top chord 2x4 SP 1650f-1.5E :T1 2x4 SP #2_l3A: Bat chord 2x4 SP 1650f-1.5E Webs 2x4 SP #3 13A :WS 2x4 SP_#2_13A: :V1/9 2x4 SP 1650f-1.5E: :Rt Bearing Leg 2x8 SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 92 plf at -2.00 to 92 plf at 7.00 TC- From 46 plf at 7.00 to 46 plf at 19.34 TC- From 46 plf at 19.34 to 46 plf at 31.08 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 pit at 10.00 BC- From 10 plf at 10.00 to 10 plf at 21.69 BC- From 10 plf at 21.69 to 10 plf at 31.69 TC- 282.14 lb Conc. Load at 7.03 TC- 268.23 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.0 6, 21.06, 23.06, 25.06, 27.06, 29.06, 31.06 BC- 596.42 lb Conc. Load at 7.03 BC-128.41 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06, 27.06,29.06,31.06 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT Ii, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'0"9 THIS UWG. PRtPAREU BY I HI- ALPINt JUB UtbIUNLK F'K(JUKAM YKUM I KUbb Mt-K'b LAYUU 1 2 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 8.50" o.c. Bat Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 2829 2680 768E 266# 268# 268# 7666 7'0"s 1-- 7' 12 24"" -hI 31'8"4 -I H ICI 596# 128tl 12a# ��� 1280 1� 1200 12d 1286 12J 126# 128t 12B6 R=3883# U=1241# W=511 R=4092# U=1153# W=5"8 (Rigid Surface) (Rigid Surface) T a 1 SEQ = 265884 PLT. TYP: WAVE DESIGNCRIT=FBCIOFMVRESRP42007FT1RT=2W.6(0%)110(0I QTY= 1 PLIES= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.1250 -WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 ft o-K D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC IL 15.Opsf BC DL 10.Opsf BC LL O.OPSf TOT.LD. 55.Opsf DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE HI PM IOD:(rtt3ULUU) I 1 MT MKINU Kt,-) / AL Top chord 2x4 SP_#2 13A .T1 2x4 SP 1650f-1.5E: Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A :W9 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chard checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS UWG. PHtPARLD BY I Ht ALPINt JUb UtbIUNtK YKLIUKAM FKUM I KU.S"b- MFK'b LAYUU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 22'8"4 —6X8 =3X5 =5X7 =4X4 =5X7 01.SX4 T 12 5 T1 �4X6(A2) =3X5 a3X5 =5X7 =3X5 =5X7 =H0310 III X 31'8"4 f 2 --� R=1986# U=1037# RL=364/-109# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 R=1768# U=837# W=5"8 (Rigid Surface) SEQ = 265732 PLT.TYP: WAVE DESIGN CRIT=FBC10HVHZRE5rtPI-207FT/RT=20%(0%)n0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 ••WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf � p REF DATE 05-09-2014 ftt D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG m2 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 28&3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE HIPM JOD:(I,CUZUU) / I NTKKINU KtJ / A3 Top chord 2x4 SP 1650f-1.5E :T2 2x4 SP #2_13A: Bot chord 2x4 SP #2 13A :B1 2x4 SP 1650f-1.5E: Webs 2x4 SP #3 13A :W7 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load rases on this truss have a 1.33 duration factor. Gi I HIS UWU. I'KtYAHLU UY I rt= ALYINM JU6 UM0IUI1MM rKUOKAM MUM I KU00 MrR 0 L 7 VU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 31'8"4 20'8"4 R=19869 U=1018# RL=416/-124# W=5"8 — R=1768# U=8450 W=5"8 (Rigid Surface) (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265737 PLT. TYP: WAVE DESIGN CRIT=FBCIOHVNZRESfrPF2007FDRT-2014(0%)110(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 **WARNING** TRUSSES RTREME CARE IN, HANDLING, SHIPPING, INSTALLING AND REFER TO HIB-91 (HAN LINGUIRE INSTALLNG AND BRACING), NGPUBLISHED D BY TPI (TRUSS PLATE INSTITUTE, 5838RACING. T. STILES TC LL 30.Opsf REF DATE 05-09-2014 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf O PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET BC DL 10.0psf DRWG 1 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27785 BC LL TOT.LD, O.Opsf 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0200 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" ITYPE HIPM FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrl?l 1-1995 SECTION 2. )D;(KCULUU) / I HYKKIN(3 KES / A4 Top chord 2x4 SP #2_13A :Tt 2x4 SP 1650f-1.5E: Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chard checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 13' R=1986# U=1008# RL=422/-150# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFK'S LAYOU 1 170 mph wind, 15.13 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' brace. 80%length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC-. Deflection meets U360 live and U240 total load. Creep increase factor far dead load is 1.50. MWFRS loads based on trusses located at least 7.56 ft. from roof edge. 31'8"4 17'4"3 +1�1 .5X4 (V R=1768# U=866# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265748 PLT. TYP: WAVE DESIGN CRrr=FBCIOHVHZRESRPI-2007FRRT=7D%(0%)/70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 ••WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.Opsf DRWG MXO RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE. STUART, FL 34994 _ BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE HIPS JOD:kKt1UZUU) / I FIYKKIINU KtJ / AO Top chord 2x4 SP 1650f-1.5E :T3, T5 2x4 SP_#2_13A: :T4 2x6 SP_92 13A: Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50 MWFRS loads based on trusses located at least 15.55 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JUB UtSIGNtK PKUGKAM I-KUM I HUSS MI-K'S LAYUU 1 170 mph wind, 15.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on bath MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "'Ibrace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 14'6"5 - I - 2'—�'"-I- 11 4 3 + 3-4"1 —� �1 1- - 31'8"4 - R=1986# U=1013# RL=393/-177# W=5"8 R=1768# U=892# W=5"8 (Rigid Surface) (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265754 PLT. TYP: WAVE DESIGN CRIT-FBCIOHVHZRES/rPI-2007FTIRT=7D%(D%)110(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET -TC DL BC DL 15.Opsf 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIITPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL TOT.LD. O.Opsf 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 285-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC JOD:(KC000U) f I HYKKIN(3 RE6 / Ali Top chord 2x4 SP #2_13A :T1 2x4 SP 1650f-1.5E: Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duraflon factor. �_2 R=1986# U=1060# RL=440/-211# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFK'S LAYUU I 170 mph wind, 15.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11. EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.96 ft. from roof edge. 12'6'5 - 1 - 2' — i 4'5"11 74"3 1 5 4"1 31'8"4 R=1768# U=933# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265763 PLT. TYP: WAVE DESIGN CRR=F8C10MMZRESrrMW7Fr/RT=20%(0%)/70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC IL 15.0psf BC DL 10.0psf DRWG MT RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE _ STUART, FL 3' 4 BC LL 0.0psf TOT,LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DURFAC1.25 .. JOB #: KB0200 SPACING 24.0" TYPE SPEC JOb:(Kt3UZUU) / I HYKKINL3 Kt5 / A/ Top chord 2x4 SP 1650f-1.5E :T4 2x4 SP 92_13A: Bot chord 2x4 SP 165Df-1.5E :B2 2x4 SP_#2_13A: :B3 2x4 SP M-31: Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 16.38 ft. from roof edge. 10'6"5 �2 R=1986# U=1071# RL=442/-242# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALNINL JUti UL61UNtK NKU(iKAM FKUM I KUSS Mt-K-S LAYUU 1 170 mph wind, 16.38 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and CBC. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 2x6 93 or better'T' brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 2' 615"11 3'4"3 7 4 1 31'8"4 R=1768# U=914# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265768 PLT. TYP: WAVE DESIGN CRIT-FBC10M/HZRESrrPI-2007FT1RT-D%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.0 sf P REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TICDL 15.Opsf BC DL 10.0psf DRWG 01 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIfrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC ILL O.Opsf TOT,LD. 55.0psf ROOF 8r FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE SPEC JOO:(KtiULUU) / I HYRRIN(3 Rt5 / Ad Top chord 2x4 SP 1650f-1.5E :T2, T3 2x4 SP_#2_13A: :T5 2x4 SP M-31: Bot chord 2x4 SP #2 13A :Bt 2x4 SP 1650f-1.5E: Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 16.50 ft. from roof edge. �_2'--d R=1986# U=1078# RL=443/-252# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY I Ht ALI'INt JUB UtJIUNtK YKUUKAM I-KUM I KUAb Mrna LATUII I 170 mph wind, 16.50 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 8'6"5 2' 11'012 - I _ 2'2" 7'11 "3 -� 31 R=1768# U=893# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265776 PLT.TYP.-WAVE DESIGN CRIT=FBCI0M/HZRES/rPF2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0sf P REF DATE 05-09-2014 O O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG M�' RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 _ BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 2- ITYPE SPEC )D:(ICt1ULUU) / I HYKKIN(j KtZ5 / AU Top chord 2x4 SP #2 13A :T1 2x4 SP 1650f-1.5E: Bot chord 2x4 SP 1650f-1.5E :B3 2x4 SP_#2_13A: Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 16.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 16.08 ft. from roof edge. I- 6'6"5----- 1 2' 11'012 67 5'11"3 31'8"4 �2 R=1986# U=1086# RL=4401-220# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 R=1768# U=905# H=H1 SEQ = 265780 PLT. TYP: WAVE DESIGN CRIT=F8C10HVHZRESRP42007FTIRT-2D%(D%)1I0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.0psf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC 11iVillVC4I\LC1C4; .W/GrtlJ Top chord 2x4 SP #2_13A :T1 2x4 SP 1650f-1.5E: Bot chord 2x4 SP 7650f--1.5E :B3 2x4 SP_92_13A: Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 4'6"5 1 T �— 2 —" R=1986# U=1092# RL=438/-189# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 11'0"12 THIS DWG. PREPARED BY THE ALPINt JUB Ut.SIGNtK PKOGRAM FKOM I KUSb MFK'8 LAYUU 1 170 mph wind, 15.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 R from roof edge, RISK CAT II, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. (b) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80 % length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.67 ft. from roof edge. 31'8"4 10'2" 3-11"3 R=1768# U=907# H=H1 SEQ = 265784 PLT. TYP.-WAVE DESIGN CRIT=FBC70HVHZRES/rP42007FT1RT-20%(0%)II0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON. W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z_ THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE SPEC JOD:(KC000U) / I HYKKIN(3 Kt5 / Al l Top chord 2x4 SP 1650f-1.5E :T1, T6 2x4 SP #2_13A: Bot chord 2x4 SP 1650f-1.5E :B1 2x4 SP M41: Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. 170 mph wind, 15.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (H1) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T' brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. �^ 2'6"5 --+- 2' -1 11'0"12 �-2 I BY I Kt ALPINt JUt7 Ut=ZMUNtK YKUUKAM t-KUM I KUA0 Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 92 plf at -2.00 to 92 plf at 2.53 TC- From 92 pit at 2.53 to 92 plf at 4.52 TC- From 92 pif at 4.52 to 92 plf at 15.59 TC- From 92 plf at 15.59 to 92 plf at 29.76 TC- From 92 pit at 29.76 to 92 plf at 31.69 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pit at 31.69 BC- 464.88 lb Conc. Load at 1.94 Right end vertical not exposed to wind pressure. (b) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 31'8"4 f 1'l t"4 j 29'9" 4650 R=2424# U=986# W=513 (Rigid Surface) LEFT RAKE = 2'0"9 14'2" I'll 1 "3 -� R=1794# U=653# H=H1 SEQ = 265809 PLT. TYP: WAVE DESIGNCRIT=FBC,OFMIZRESMP 2007FTIRT=2%(0%)H0(0I QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG M19tFUNCTIONS. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIRPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE SPEC ' -, "Rnv0 KES /Al2 Top chord 2x4 SP #2 1 Bot cho3A :T1 2x4 SP 1650f 1.SE: rd 2x4 SP #2 13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values Conform with those approved by ALSC on 1/5/2012 and those Pproved by ALSC on 1/30/2013, Whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom Chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. R=1677# U=735# RLe3,# PLT. TYP.-WAVE TO FAX: 117"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.25 ft. from roof edge. 18'1"3 1 TOTAL= 1 '-LING AND BRA.CING). PUBLISHEDY TPI (TRUSS PLATE INSTITUTE, 583 INSTALLING AND BRACINQ IN, ICATI-0W. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOp CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT— FURNISH A '4 FROKJIOr CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE N FROM PHIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE LING $HIPPING INSTALLING AONA DE GN ECND BRACING OF TRUSSES. DESIGN CONFORMS ECTOpE ONNECTORS ARE MADE OP 20GA A TM A653 GR40 GALV. HEAMER STEELAN DES PER R$ TO EACH FACE OF TRUSS AND, UNLESS OTHERENTWISE LOCATED ON THIS PUBLISH RESpaN51B'GS 160 A-Z. THE SEAL ON THIS DRAWING IN ACCEPTANCE MP�NENT FpR NA pgRTICULAR BUIRLDINGHE TUS CIS MHE RESPONSISILITY OF THE HE 9995 cr..�.__. _ T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 R=1663# U=806# REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 265792 SCALE=0.2500 REF DATE 05-09-2014 DRWG O/A LEN. 290804 JOB #: KB0200 TYPE SPEC t— )D:(KbULUU) / I HYRRIN(3 h(LS / A13 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A :B1 2x4 SP 1650f-1.5E: Webs 2x4 SP #3 13A :W7 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use puffins to brace BC @ 24" OC Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. PI 97"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 20'1"3 1 29'8"4 - 1 �2 R=1874# U=976# RL=378/-110# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 R=1655# U=7890 SEQ = 265819 PLT. TYP.-WAVE DESIGN CRIT-FBCIOWWREWPF2007FT/RT1M%(0%)IIIXO) QTY= 1 TOTAL= 1 REV. 12.03:03.0225.14 SCALE=0.2500 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG DZ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 290804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX (772) 268-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE HIPM JOD:(KCULUU) / I MYKKINU Kt5 / A14 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3 13A :W6 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. P1 29'8"4 �2 R=1874# U=995# RL=325/-95# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB UEbIUNER PRUGKAM FKOM T KUSS MFK'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80 % length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 22'1"3 1 1 R=1655# U=780# SEQ = 265822 PLT. TYP: WAVE DESIGN CRIT-FBC70HVHZRESrPI-2007FLRT"211%(0%)/I%0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 290804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" 7YpE HIPM Jot) / Al Top chord 2x4 SP_#2_13A :T1 2x4 SP 1650(1.5E: Bot chord 2x4 SP 1650f-1.5E Webs 2x4 SP #3 13A :W7 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better'T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. I 57"l 16'1"14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (H1) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. T11"5 2.32 v 1 29'8"4 I 2'--� R=1854# U=1012# RL=381/-83# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 R=1627# U=80D# H=H1 SEQ = 265829 PLT. TYP: WAVE DESIGN CRr-FBC10HVNZRESRP42D07FRRT-2D-90wv10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 U MQ D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG - RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/rPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 290804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 266-3700 -4 FAX: (772) 286234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC JOD:(KbULUU) / I HYKKIN(i Ktb / A'Iti Top chord 2x4 SP 1650f-1.5E :T4 2x4 SP #2_13A: Bot chord 2x6 SP M-26 Webs 2x4 SP #3_13A :W2, W6 2x4 SP_#2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.65" due to live load and 0.82" due to dead load at X=13-3-13. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. �— 37"1 10'0"4 -I 1211"5 29'8"4 �— 2' --I R=1851# U=1041# RL=316/-76# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 __ 12 3-11.10 —� T 1 R=1626# U=807# H=H1 SEQ = 265841 PLT. TYP-WAVE DESIGN CRIT"FBC10WHZRESrrP42007FTIRT"20%(0%)J10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC IL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A663 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 290804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITypF SPEC N(3 Kt5 / Al Top chord 2x4 SP 92 13A Bot chord 2x4 SP M-31 :B2 2x4 SP 1650f-1.5E: :83 2x4 SP #2 13A: Webs 2x4 SP #3 13A :W2 2x4 SP #2 13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. ("') 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. �► 1-7"1 +— 3.10.10 1 16'5"1 + 7'9"8 29'8"4 �-2 R=1846# U=1055# RL=269/-68# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 i i R=1626# U=762# H=H1 SEQ = 265849 PLT. TYP.-WAVE DESIGN CRIT=FBC10HVRZRESRP42007FT1RT-21Pb(0%N10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 wftzO D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 290804 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DURYAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC / I ttYKKINLJ Kt5 / Alt$ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI Top chord 2x4 SP #2_13A x4 Bot chord 2SP 1650f-1.5E :B2 2x4 SP #2_13A: Webs 2x4 SP #3 13A :W2 2x4 SP #2 13A: 2 Complete Trusses Required Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. approved by ALSC on 113012013, whichever is less. Bot Chord: 1 Row @ 6.75" o.c. 170 mph wind, 15.58 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, Webs : 1 Raw @ 4" o.c. Use equal spacing between rows and stagger nails wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 in each row to avoid splitting. Wind loads and reactions based an MWFRS. Special loads End verticals not exposed to wind pressure. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 91 pit at 0.00 to 91 pit at 10.17 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. TC- From 45 plf at 10.17 to 45 plf at 18.42 TC- From 91 pit at 18.42 to 91 pit at 20.68 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. BC- From 10 pit at 0.00 to 10 pit at 18.42 BC- From 20 pit at 18.42 to 20 pit at 20.68 All wind load cases on this truss have a 1.33 duration factor. BC- 279.40 lb Conc. Load at 1.68 BC- 655.40 lb Conc. Load at 3.78 BC- 598.13 lb Conc. Load at 5.89 BC- 540.52 lb Conc. Load at 7.99 BC- 482.48 lb Conc. Load at 10.09 BC- 423.64 lb Conc. Load at 12.20 BC- 364.34 lb Conc. Load at 14.30 BC- 303.58 lb Conc. Load at 16.40 10,2" 1 BC- 243.30 lb Conc. Load at 1p q 2.32 �4X4 v :3X5 =-3X5 3X7(R) Z3X7 T T W2 - N (V 1 =3X10 =-3X7 =H0310 =4X8 1113X7 B2 103 20'8"2 _ 1 �182 i 21-4;j 21.4 1 2'144,1 21"4 i 21"4 4J 2'1"4-----2'1"4 j 2'0"4- j 23.1� 2799 S96# 482# 364# 2430 R=3100# U=1027# W-6"5 (Rigid Sudam) R=2519# U=792# SEQ = 265857 PLT. TYP: WAVE DESIGN CRIT-FBC10lMORESrrPi-2007R1RT=20%(0%yf0(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 O =�K D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSUTPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 200802 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COMN / INYKKINUKtS/AlV Top chord 2x4 SP 1650f-1.5E :T1 2x4 SP #2_13A: •T4 2x4 SP M-31: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 13A :W1, W4, W6, W8, W9 2x4 SP #2_13A::W2 2x4 SP 1650f-1.5E: :Rt Wedge 2x4 SP #3_13A: Lumber grades designated with "l3A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Special loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC- From 92 pit at 0.00 to 92 pff at 8.18 TC- From 92 pit at 8.18 to 92 pit at 11.89 TC- From 92 plf at 11.89 to 92 plf at 13.60 TC- From 92 plf at 13.60 to 92 plf at 23.89 BC- From 20 plf at 0.00 to 20 pit at 23.89 PLT- 278.70 lb Conc. Load at (15.62,15.82) PLT- 98.09lb Conc. Load at (19.94,14.23) PLT--11.23lb Conc. Load at (22.01,13.46) PLB- 266.25 lb Conc. Load at (0.13,12.54). (5.89,12.54) PLB- 1767.51 lb Conc. Load at (1.78,12.54), (3.78,12.54) PLB-1793.90 lb Conc. Load at( 5.78,12.54) PLB- 605.71 lb Conc. Load at (7.10,12.54), (9.10,12.54), (11.10,12.54) PLB- 1662.96 lb Conc. Load at (7.78,12.54) PLB- 1654.65I11 Conc. Load at (9.78,12.54), (11.78.12.54) PLB- 599.74 lb Conc. Load at (13.10,12.54) PLB- 1626.89 lb Conc. Load at (13.78,12.54), (15.78,12.54) PLB- 1025.64 lb Conc. Load at (15.10,12.54) PLB-133.21 lb Conc. Load at (15.62,12.54) PLB-1625.74 lb Conc. Load at (17.78,12.54) PLB- 2519.22 lb Conc. Load at (19.21,12.54) PLB- 53.23 lb Conc. Load at (19.94,12.54) PLB- 7.03 lb Conc. Load at (22.01,12.54) Left end vertical not exposed to wind pressure. Max JT VERT DEFL: LL: 0.36" DL: 0.45" recommended camber 3/4" In lieu of rigid ceiling use puriins to brace BC @ 24" OC. All wind load cases on this truss have a 1.33 duration factor. PLT. TYP: WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX- (772)288-4234 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI 3 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bat Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" (1) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. 170 mph wind, 15.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.13" due to live load and 0.16" due to dead load. (a) Continuous lateral bracing equally spaced on member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 2790 -IIS o 15'7"8 4.3"12 �a-f-YD"13_f`b,j 8'2"3 3'8"8 - 12 5 10'3"8 T1 Q 12 4.43 p -8 8 5X7 =8 8 TI -1-- 1112X14(R)(I) OX10 T � 94X8 T4 W1 W2 W4 (a) a3X5 < IL, W9 3(a) H03'10(C3) T 1118XII(R)MOO IN 11IL2(R) 111 X 0 =H1010 23'10"11 2 T 2 ry ^ice T-E ^� n2 iesa 17680 1768R 1�606 6638 6556 606 fi55t l� fi27C 1� 16266 2519530 R=13242# U=4211# W=5"8 (Rigid Surface) DESIGN GRIT.FaCIOWWRESITFF2007 FTIRT=M%(0%YI0(0) QTY= 1 PLIES= 3 TOTAL= 3 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 78# R=11669# U=3957# W--4"8 (Rigid Surface) REV. 12.03.03.0225.14 T. STILES TC LL 30.Opsf P E ET TC DL 15.Opsf BC DL 10.Opsf PE# 49200 BC LL O.Opsf CA# 27788 TOT.LD. 55.Opsf 404 SW CAMDEN AVE I DUR.FAC. 1.25 STUART, FL 34994 SPACING 24.0" SEQ = 265874 SCALE=0.1875 REF DATE 05-09-2014 DRWG O/A LEN. 231011 JOB #: KB0200 TYPE COMN )D:(NtSULUU) / IN Y NKINU Ktb / 1:11 Top chord 2x4 SP 92_13A Bot chord 2x4 SP 1650f-1.5E Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT If, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC- From 92 plf at -2.00 to 92 plf at 2.00 TC- From 46 pit at 2.00 to 46 pit at 10.87 TC- From 46 plf at 10.87 to 46 plf at 19.74 TC- From 92 plf at 19.74 to 92 plf at 23.74 BC- From 4 pit at -2.00 to 4 pit at 0.00 BC- From 10 plf at 0.00 to 10 pit at 21.74 BC- From 4 pit at 21.74 to 4 pit at 23.74 TC_ 11.89 lb Conc. Load at 2.00,19.74 TC- 4.95 lb Conc. Load at 3.09, 5.09, 7.09, 9.09 10.87,12.65,14.65,16.65,18.65 BC- 23.14lb Conc. Load at 2.00,19.74 BC_ 19.12lb Conc. Load at 3.09, 5.09. 7.09, 9.09 10.87,12.65,14.65,16.65,18.65 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 120 ^ �5Y} so so Ss S-Bt s-- e- ���� s�C{ 5M 59 _1220 -I f 2. -+ 2,}_ - 2- � 2, -+ 1,9"6 t T 1'9"6 �2 -+ - 2 T- 2 � T - 2 'I 10107 + 10'107 21'8"13 �_2� �_ 2' --- d 230 I 19# 14 196 190+ 190 I 19s id 230 R=1035# U=818# W=5"8 R=1035# U=818# W=5"8 (Rigid Surface) (Rigid Surface) LEFT RAKE = 2'0"9 RIGHT RAKE = 2'0"9 SEQ = 265897 PLT. TYP.-WAVE DESIGN CRIT=FBCI0hVHZRES1TP42007FTIRT4D%(0%YI0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF O D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DATE 05-09-2014 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 210813 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 . SPACING 240" TYPE SPEC )D:(I,t)UZUU) / I I -IT KKINU Ktb / t)Z Top chord 2x4 SP #2_13A Bot chord 2x4 SP 1650f-1.5E Webs 2x4 SP #3_13A Lumber grades designated with "l3A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 92 plf at -2.00 to 92 plf at 10.87 TC- From 92 plf at 10.87 to 92 pit at 23.74 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.15 BC- From 80 plf at 7.15 to 80 plf at 14.59 BC- From 20 plf at 14.59 to 20 plf at 21.74 BC- From 4 plf at 21.74 to 4 plf at 23.74 Wind loads and reactions based on both MWFRS and C&C. 10'10"7 THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PROGRAM FROM TRUSS MFR'S LAYUU 1 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (a) Continuous lateral bracing equally spaced on member. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 10'107 I 21'B"13 - I �_2--� R=1634# U=786# RL=241/-241# W=5"8 (Rigid Surface) �2 R=1634# U=786# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 RIGHT RAKE = 2'0"9 SEQ = 265444 PLT. TYP.-WAVE DESIGN CRIT=FBCI0HVHZRESrrPI-2007 FTIRT-2D%(0%y10(0) QTY= 3 TOTAL= 3 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P E ET PE# 49200 CA.# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 210813 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COMN JOD:(IKCUZUU) / 1 NYKKINU KtJ / LA Top chord 2x4 SP 1650f-1.5E :T2 2x4 SP #2_13A: Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. �— 2 0.11 R=1242# U=1068# RL=171/-1839 W=11"14 (Rigid Surface) LEFT RAKE = 2'1"4 9'3"2 =4x4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on bath MWFRS and CBC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 9'2' R=1024# U=820# W=5.1 (Rigid Surface) SEQ = 265545 PLT. TYP: WAVE DESIGN CRIT=FSC1QHVHWES/fPF2007FT1RT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0r1sf Y REF DATE 05-09-2014 i�K D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf - BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIIrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 180502 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N JOD:(KbU2UU) / I NYKKIN(3 RE6 / L:2 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_92 13A Webs 2x4 SP #3 13A :Rt Stub Wedge 2x6 SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live.and U240 total load. Creep increase factor for dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 9'3"4 8'2"5 it =4X4 o3X5 1.5X4 12 4.93 p v If6X8(G1) 3X5(A1) m -5x7 17'5"9 �— 2'0"9 R=1196# U=10360 RL=173/-175# W=5"5 (Rigid Surface) R=961# U=783# W=5"5 (Rigid Surface) LEFT RAKE = 2'1"2 SEQ = 265526 PLT. TYP: WAVE MIGNCRIT-FBC10HVHZRESfTPF2007FTIRT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 MKO D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 170509 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N )D:(KtSULUU) / I HYKKIN(i KEb / G3 Top chord 2x4 SP #2_13A :T2 2x4 SP 1650f--1.5E: Bot chord 2x4 SP #2_13A Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 1 9'3"4 �__20"9---] R=1141# U#93# RL=1761-166# W=5"5 (Rigid Surface) LEFT RAKE = 2'1"2 16'5"11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and CBC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 7'2'7 R=904# U=447# W=5"5 (Rigid Surface) SEQ = 265516 PLT. TYP: WAVE DESIGN CRIT=FBCI0HVKWEsrrar-2007FrmT 20%(0x)n0(0l QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 —WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF MKO D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.0psf DATE 05-09-2014 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIITPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD, 55.Opsf ROOF $ FLOOR TRUSS SYSTEMS O/A LEN. 160511 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX'. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N JOD:(KbtULUU) / 1 HYKKINCi Kt5 / G4 Top chord 2x4 SP #2 13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2 0"9 --d R=1086# U=674# RL=179/-157# W=5"5 (Rigid Surface) LEFT RAKE = 2'1 "2 9'3"4 15'5"13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 6'2"9 R=848# U=437# W=5"5 (Rigid Surface) SEQ = 265511 PLT.TYP.-WAVE DESIGN CRIT-FBCIOHVWAESaPI-2W7FT/RT=70%(0%y70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 Wnu,u D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 150513 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COMN JOD:kKbULUU) / I NYKKIN(i KtJ / L:5 Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 9'3"4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent five load. All wind load cases on this truss have a 1.33 duration factor. 4X4 5'2"11 14'S"15 R=1031# U=654# RL=200/-149# W=5"5 R=791# U=429# W=5"5 (Rigid Surface) (Rigid Surface) LEFT RAKE = 2T'2 SEQ = 265506 PLT. TYP: WAVE DESIGN CRn"FBCIOHNRRES/rP1-E107FTIRT-M%(0%)r10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 UK D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE p E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE BSUITABILITY AND UILDING DESIGNER, OF THIS SCO COMPONENTFOR ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 140515 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 266-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" -APE COMN )D:(KbU000) / I t1YKKIN(3 Kt5 / L:b Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. (1-11) = (J) Hanger not calculated (2)2x4 SP 1650f-1.5E supporting member. Bottom chard checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 9'3"4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5(A1) except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. m4X4 3'10"4 1 6.4" - 1 2'9"7 + 4 0"1 _� �--2'0"5 T 13'1"8 —1 R=7110 U=526# RL=235/-136# W=3" R=248pif U=139plf W=2'9'7 R=279# U=145# (Rigid Surface) (Rigid Surface) H = H1 LEFT RAKE = 2'0"14 SEQ = 265501 PLT. TYP.-WAVE DESIGN CRIT4BC10KVKZRESlrPI-2007FnRT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 ft m2—K "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE T. STILES P E ET TIC LL 30.0 sf p TIC DL 15.Opsf BC DL 10.0psf REF DATE 05-09-2014 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIITPI I-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 130108 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 281-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N JOD:kKt1ULU1J) / I t1YKKINLj KtJ / Lam/ Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. VON R=902# U=596# RL=263/-128# W=5"5 (Rigid Surface) LEFT RAKE = 2'1 "2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (Ht) = (J) Hanger not calculated (2)2x4 SP 1650f-1.5E supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 9'3"4 2'10"6 —� 12'1"1D =4X4 R=655# U=413# H=H1 SEQ = 265469 PLT. TYP: WAVE DESIGN CRR=FBC10HVWAESRPI-M07FRRT=2D%(O%YIO(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER .PER ANSUTPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120110 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE COMN 1D:ktKt5UZUU) / I t1YKKINU KtJ / L;b Top chord 2x4 SP #2 13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'1"2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP 1650f-1.5E supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 9'3"4 1 1-10"8 -� 4X4 1 11'1"12 1 2 0"9 —� R=8489 U=564# RL=304/-120# W=5"5 (Rigid Surface) R=598# U=391# H=H1 SEQ = 265473 PLT. TYP: WAVE DESIGN CRIT-F8C70FNHZRESrrP42007FTIRT=ID%(0%yI0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF O D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 2775$ 404 SW CAMDEN AVE STUARTFL 34994 , TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-09-2014 DRWG ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 110112 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX (772) 28&4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 240" . TYPE COM N )D:(KbUZUU) / 1 HYRRING RES / C9 Top chord 2x4 SP_#2_13A Bot chord 2x4 SP #2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC Bottom chard checked for 10.00 psf non -concurrent live load. All wind load rases on this truss have a 1.33 duration factor. f 2'0"9 R=794# U=530# RL=347/-111# W=5"5 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP 16501--1.5E supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 9'3"4 - 1 - 10.10 -d 10'1"14 o4X4(R1) R=541# U=370# H=H1 LEFT RAKE = 2'1"2 SEQ = 265480 PLT.TYP.-WAVE DESIGN CRR=FBC10HVHWESn?42WFTIRT=2D%(G%U10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 T. STILES TC LL 30.0 Sf p REF DATE 05-09-2014 MKO D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC ILL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 100114 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N JOD:(tICUZUU) / IN Y KKINIJ KtJ / LA Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 2-0-9 R=741# U=497# RL=382/-103# W=5"5 (Rigid Surface) LEFT RAKE = 2'1"2 9-2- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 1 RUSS MFK'S LAYUU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP 1650E-1.5E supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 111.5X4 R=482# U=356# H=H1 SEQ = 265486 PLT.TYP. WAVE DESIGN CRIr=FBC10KH7RESRPF2007FTIRT=20%(0%u10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 O K- D'ONOFRIO DR., SURE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 90200 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 206-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COMN )D:(ICt1UZUU) / I r1T KKINU Ktb / l:T 1 Top chord 2x4 SP #2_13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSO on 1/30/2013, whichever is less. In lieu of rigid ceiling use puriins to brace BC @ 24" OC Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 2 0"9 R=688# U=489# RL=359/-96# W=5"5 (Rigid Sudam) LEFT RAKE = 2'1"2 8'2"2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP_#2_13A supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. M WFRS loads based on trusses located at least 15.00 ft. from roof edge. nisxs R=424# U=333# H=H1 SEQ = 265490 PLT. TYP: WAVE DESIGN CRIT=FSC10Mtl¢RESRP42007FLRT=2D%(0%)7(xO) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF AaKO D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-09-2014 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 80202 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COM N )D:kt\tSUZUU) / I HYKKINI.i Kt5 / G12 Top chord 2x4 SP_#2 13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. nkrLl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP_#2_13A supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2'0"9 _II 72"4 R=637# U=482# RL=335/-90# W=5"5 R=364# U=309# (Rigid Surface) H = H1 LEFT RAKE = 2'1"2 SEQ = 265492 PLT. TYP. WAVE DESIGN CRIT=FBCIOFNHZRESIrM2D07FTIRT"7D%(0%)HO(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL IDL 15.Opsf a PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A P E ET COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27785 BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DRWG ROOF & FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY O/A LEN. 70zD4 DUR.FAC. 1.25 JOB #: K60200 PALM CITY, FL 34990 OFF: (772) 286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 404 SW CAMDEN AVE FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 240" COMN BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . TYPE JOD:(Kt3ULUU) / I HYKKIN(3 KLS / G13 Top chord 2x4 SP #2 13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T Q, i 6'2"6 I� 2'0"9 R=586# U=477# RL=3101-83# W=5"5 (Rigid Surface) LEFT RAKE = 2'1 "2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP_#2_13A supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. It3X5 R=304# U=2839 H=H1 SEQ = 265494 PLT. TYP: WAVE DESIGN CRIT=F8C10HVHZRESITPI4007FTIRT•20%(0%p0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.0 sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60206 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: K60200 SPACING 24.0" TYpE COM N )b:(KB0200) / THYRRING RES / G14 Tap chord 2x4 SP #2_13A Bot chord 2x4 SP #2_13A Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. In lieu of rigid ceiling use puffins to brace BC Q 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T Pj1 1 2'0"9 R=540# U=473# RL=286/-76# W=5"5 (Rigid Surface) 5'2"15 THIS DWG. PREPARED 6Y I HE ALPINL JUt7 Ut50.iNtR rRUUKAM rRUM I MU.Sa IVIM b LAY UU I 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT If. EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (2)2x4 SP 92_13A supporting member. Deflection meets L/350 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1113X5 R=243# U=249# H=H1 LEFT RAKE = 2'1 "2 SEQ = 265496 PLT.TYP.-WAVE DESIGN CRIT-FBC1011MMESITPI-2007FTIRT=20%(OX)110(0) QTY=1 TOTAL=1 REV. 12.03.03.0225.14 SCALE=0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A P E ET 10.0psf O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS THIS DRAWING INDICATES ACCEPTANCE PE# 49200 CA# 27788 BC LL O.Opsf TOTID. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50215 4175 MARTIN HIGHWAY 1.25 JOB #: KB0200 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z- THE SEAL ON 404 SW CAMDEN AVE_ DUR.FAC. OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE USE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 COMN FAX: (772) 288-4234 SUITABILITY AND OF BUILDING DESIGNER, PER ANSIIrPI 1-1995 SECTION 2. _ _ SPACING 24.0" TYPE JOD:(Kt$ULUU) / I HYKKINL5 Kt5 / U1 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3 13A :W5 2x4 SP #2 13A: :Lt Bearing Leg 06 SP #2_13A::Rt Bearing Leg 2x8 SP_#2_13A: I HIS UW(i. YKtF'AKtU UY I r1t ALYIINC JUb ULOJUNCK YKUUKAM MUM I KUAA MI'm a 1 Y1 VU I Special loads -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC- From 92 plf at -2.06 to 92 pit at 6.60 TC- From 46 plf at 6.60 to 46 plf at 11.60 BC- From 4 pit at -2.06 to 4 plf at 0.00 Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those BC- From 20 plf at 0.00 to 20 plf at 6.64 approved by ALSC On 1/30/2013, whichever is less. BC- From 10 plf at 6.64 to 10 plf at 11.01 PLT- 388.70 Ib Conc. Load at ( 6.64,15.77) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, PLT- 288.28 lb Conc. Load at ( 8.67,15.77). (10.67,15.77) wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 PLB- 521.30lb Conc. Load at (6.64, 9.04) PLB-193.31 lb Conc. Load at (8.67, 9.04), (10.67,9.04) Wind loads and reactions based on MWFRS. 3a9# 2Ba# 6'7"10 f - TO, - In�jeu of ri riling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concur en f live load. l Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.3f duration factor. 7'0"12 T 4'11"15 �-- 2'0"12 R=1311# U=465# W=3"4 (Rigid Surface) LEFT RAKE = 27'5 12'0"11 11'5'7 I 1' 5210 1938 193# R=1817# U=478# W=5"8 (Rigid Surface) SEQ = 265889 PLT.TYP.-WAVE DESIGN CRIT-FBC101M/ZRES1TPI2MD7FTIRT"2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A P E ET TC DL 15.Opsf DRWG O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.0psf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27788 BC LL O.Opsf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120011 4175 MARTIN HIGHWAY PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB #: KB0200 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 ITYPE SPEC FAX: (772) 288-4234 SUITABILITY BUILDING DESIGNER. PER ANSIRPI 1-1995 SECTION 2. SPACING 24.0" )D:(KbUZUU) / I tiYKKINLi Kt5 / UZ Top chord 2x4 SP 1650f-1.5E :T2 2x4 SP #2_13A: Bot chord 2x4 SP #2_13A Webs 2x4 SP #3 13A :Lt Bearing Leg 2x6 SP #2_13A::Rt Bearing Leg 2xB SP_#2_13A: THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Lumber grades designated with "13A" indicate design values conform with those approved by ALSO on 1/5/2012 and those In lieu of rigid ceiling use purlins to brace BC @ 24" OC. approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft, from roof edge. 9'0"12 2.11.15 goO - T 1 12'0"11 R=665# U=318# RL=285/F5# W=3"4 R=679# U=477# W=5"8 (Rigid Surface) (Rigid Surface) LEFT RAKE = 5"15 SEQ = 265556 PLT. TYP: WAVE DESIGN CRIT=FBC10HVWRESrrP4A07Fr/RT-2D5g0%V10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FA'RICATING, HANDLING,SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF MKO . D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 27785 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf _ BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-09-2014 DRWG ROOF & FLOORTRUSs SYSTEMS O/A LEN. 120011 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 2845-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 240" . TYPE SPEC )D:(ICt)UYUU) / I HYKKING RE6 / U3 Top chord 2x4 SP 1650f-1.5E :T2 2x4 SP #2_13A: Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3 13A :Lt Bearing Leg 2x6 SP #2_13A::Rt Bearing Leg 2xB SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 04. T6 11'0"12 1 12'0"11 [El R=666# U=290# RL=341/-79# W=3"4 (Rigid Surface) LEFT RAKE = 5"15 10'11"15 R=646# U=422# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT {-h 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 15.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.58 ft. from roof edge. SEQ = 265553 PLT.TYP: WAVE DESIGN CRIT-F0CIOMMZRESrrP42007FT1RT=20%(0%)H010) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 '*WARNING— TRUSSES REQUIRE TREME CARE IN FABRICATING, , SHIPPING, INSTALLING AND REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED YDLINGTPI (TRUSS PLATE INSTITUTE, 683 BRACING. T. STILES TC LL 30.Opsf REF DATE 05-09-2014 0 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7 THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE FL 34994 STUART,(772) BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 120011 4175 MARTIN HIGHWAY PALM.CITY, FL 34990 OFF: (772) 286-3700 FAX: 288-4234 DURYAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC Top chord 2x4 SP #2_13A Bot chord 2x4 SP #2 13A- Webs 2x4 SP #3 13A :Lt Bearing Leg 2x6 SP #2_13A::Rt Bearing Leg 2x8 SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MW=RS (Gads based on trusses located at least 15.00 ft. from roof edge. 12'0"11 1 2'0"12 _1 _ - 11'5'7 R=879# U=522# RL=458/-129# W=3"4 R=660# U=437# W=5"8 (Rigid Surface) (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JUB UEbIGNEK I'KUGKAM FKUM I KUZSb MrK-o LPITUU I 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MW=RS and C&C. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 27"5 RIGHT RAKE = 7"14 SEQ = 265549 PLT. TYP: WAVE DESIGN CRIT=F8C10HVWAESrTPi-2007FTIRT=2D%(0%y10(0) QTY= 4 TOTAL= 4 REV. 12.03.03.0225.14 SCALE=0.2500 —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 D'ONOFRIO DR., SURE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A P E ET 10.Opsf b�K COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL DRWG mz RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PE# 49200 BC LL O.Opsf ROOF & FLOOR TRUSS SYSTEMS AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE CA# 27788 404 SW CAMDEN AVE TOT.LD. 55.Opsf O/A LEN. 120011 4176 MARTIN HIGHWAY PALM CITY, FL 34990 DUR.FAC. 1.25 JOB #: KB0200 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPEC FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY RI III nlNr; nFRIr mFR PFR ANSI/TPI 1-1995 SECTION 2 SPACING 24.0" TYPE JOD:(ICtlULUU) / I HYKKINU K1=5 / HI Top chord 2x4 SP #2 13A Bot chord 2x4 SP #2 13A Webs 2x4 SP #2 13A Filler 2x4 SP #2 13A Lumber grades designated with 13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 16.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. 779 a Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 dUrlWn_fad - _ 2-11-6 =3X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 1.5X4 except as noted. Special loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC- From 92 plf at -2.00 to 92 plf at 2.95 TC- From 92 pit at 2.95 to 92 plf at 7.96 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 2.95 BC- From 20 plf at 2.95 to 20 plf at 5.89 BC- From 4 pit at 5.89 to 4 plf at 7.96 TC- 76.98 lb Conc. Load at 2.95 BC- 44.33 lb Conc. Load at 2.95 Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at 24" OC. 211"6 -----� Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. aaa R=587# U=262# W=1"8 R=586# U=262# W=1"B (Rigid Surface) (Rigid Surface) LEFT RAKE = 2'1 "6 RIGHT RAKE = 21 "6 SEQ = 265664 PLT.TYP: WAVE DESIGN CRR"FBC70FM2RESrrMD07FTIRT-2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI(rPI 1-1995 SECTION 2. __ _ __ _ ___ PE# 49200 CA# 2775$ 404 SW CAMDEN AVE STUART, FL 34994 _ BC LL 0.0psf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60004 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" _ TYpE COMN JOD:(KbULUU) / I HYKKIN(i Kt=b / H"L Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP #2 13A Filler 2x4 SP #2 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013. whichever is less. Bottom chord checked for 10.00 pat non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 1 2'11"6 1 2'11"6 --� =3X5 R=526# U=534# RL=117/-117# W=1"8 R=526# U=534# W=1"8 (Rigid Surface) (Rigid Surface) THIS DWG. PREPARED 8Y l HE ALPINE JUH UESIGNER PRUGRAM FROM I HUSS MFIi'J LAYUU I All plates are 1.5X4 except as noted. 170 mph wind, 16.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 pat, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. LEFT RAKE = 2'1"6 RIGHT RAKE = 2'1"6 SEQ = 265638 PLT. TYP -WAVE DESIGNCRIT-FBC10HVHZRES/TPM07FTIRT=29%(0%)110(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 0 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf Tor. LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60004 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 268-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE COMN )b:(KbUZUU) / I HYRRING RES / H3 Top chord 2x4 SP 42_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP #2 13A Filler 2x4 SP #2 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 1 2'11"6 1 2'11"6 12 =3X5 T m3X5(At', T� R=332# U=289# RL=461-46# W=1"8 (Rigid Surface) tn R=332# U=289# W=1"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 1.5X4 except as noted. 170 mph wind, 16.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 pat. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at 24' OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 8.49 ft. from roof edge. SEQ = 265626 PLT. TYP: WAVE DESIGN CRIT=FBC70lMRREarM2007FRRT-2D%(0%v70(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC ILL 30.0 sf P REF DATE 05-09-2014 Wrft D'ONOFRIO DR., SUITE 200, MADISON, N. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG , RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOORTRUSS SYSTEMS O/A LEN. 51012 4175 MARTIN HIGHWAY PALM CITY, FL 34NO OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPF COMN lob:(KB0200) / THYRRING RES / EJ7A Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. I� 2' 1 7' R=621# U=473# RL=3331-91# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THt ALHINt JUH UtJIUNLK PKL)UKAM FKUM I KUbS MI'K 2A LATUU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. R=268# U=307# NAILED v 0 -v R=128# NAILED SEQ = 265376 PLT. TYP: WAVE DESIGN CRIT"F8C1OWMESUPF2007FTIRT-2D%(0%YI0(0) QTY= 13 TOTAL= 13 REV. 12.03.03.0225.14 SCALE=0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T� °` 15.Opsf FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A P E ET A�K COPY OFTHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.Opsf DRWG MWITH RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PE# 49200 CA# 27788 404 SW CAMDEN AVE BC LL O.Opsf TOT.LD. 55.0psf ROOF &FLOOR TRUSS SYSTEMS O/A LEN. 7 4175 MARTIN HIGHWAY PALM CITY, FL 34990 DUR.FAC. 1.25 JOB #: KB0200 OFF: (772) 288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" TYPE EJACK FAX: (772) 288-4234 SUITABILITY AND USE OFTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RIIII ❑INr7 nFSIGNFR PER ANSIrrPI 1-1995 SECTION 2. IOb:(KBUZUU) I 1 HYKKING RE6 I EJ71:3 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP #2_13A Webs 2x4 SP #3 13A :Lt Bearing Leg 06 SP #2_13A: Lumber grades designated With "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. —2' -1 -7'1"8 R=739# U=498# RL=336/-92# W=5"8 (Rigid Surface) LEFT RAKE = 2'811 R=288# U=329# NAILED R=1930 NAILED THIS DWG. PKtPAKEU BY I Ht ALPINt JUtl UtSIGNtK PKUGKAM MUM 1 KUJJ MI•rca L TVU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wnd loads and reactions based on both MWFRS and C&C. Calculated horizontal deflection is 0.28" due to live load and 0.23" due to dead load. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265380 PLT. TYP: WAVE DESIGN CRR=FBCIOfMRRFSRPF2M7FTIRT=2D%(0%)11%0) QTY= 3 TOTAL= 3 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0Sf p REF DATE 05-09-2014 D'ONOFRIO DR., SURE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A P E ET TC DL 15.Opsf DRWG O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.0psf ma RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27788 BC ILL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 70108 4175 MARTIN HIGHWAY PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB #: KB0200 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE USE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPEC FAX: (772) 288-4234 SUITABILITY AND OF BUILDING _DESIGNER PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" TYPE BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2_13A Bot chord 2x4 SP 92_13A Webs 2x4 SP #2 13A Filler 2x4 SP #2 13A Lumber grades designated with "'I 3A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. I R=435# U=480# RL=229/-62# W=1"8 (Rigid Surface) LEFT RAKE = 2'1"6 R=77# U=133# NAILED T_ 7 1 R=44# Rv--49# U=11# NAILED All plates are 1.5X4 except as noted. 170 mph wind, 16.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at ZV OC. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 16.55 ft. from roof edge. SEQ = 265654 PLT.TYP: WAVE DESIGN CRIT-FBC10HVHZRES/rPF1007FTIRT-20%(0%)M0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 whzu D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIlrPI 1-1995 SECTION 2. PE# 49200 CA# 27758 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 3 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TypE EJACK JOD:(KbULUU) / I HYRRIN(i RtS / EJ2A Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T 2' + 2' R=423# U=879# RL=319155# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC Q 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=5# Rw=98# U=50# NAILED 1 R=19/-15# Rw=-103# U=22# NAILED SEQ = 265378 PLT. TYP.-WAVE DESIGN CRIT=FBCI0lM4RESrrPF2007FTIRTe2D%(0%y10(D) QTY= 9 TOTAL= 9 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING' TRU(SES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF b 9- D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EP EXCT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSirrPI 1-1995 SECTION 2. - P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf - TOT.LD. 55.Opsf DATE 05-09-2014 DRWG -1 ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 2 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DLI W AC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE EJACK Top chord 2x4 SP #2_13A Bot chord 2x6 SP_#2_13A Webs 2x4 SP #3 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (1-11) = (J) Hanger not calculated (1)2x4 SP M-31 supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50 r i 11 - 1110"8+ 713 �-- -7-13 --� 7"1 1'3"7 16778 18 R=1523# U=448# W=5"8 R=465# U=250# (Rigid Surface) H = H1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 92 pit at 0.00 to 92 pit at 2.53 BC- From 20 plf at 0.00 to 20 plf at 1.87 BC- From 24 plf at 1.87 to 24 plf at 2.53 PLT- 6.57 lb Conc. Load at ( 1.87,13.57) PL8-1677.08 lb Conc. Load at ( 0.59,12.81) PLB-17.82 lb Conc. Load at ( 1.87,12.54) Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265798 PLT. TYP.-WAVE DESIGN CRIT=FBCI0M/HZREB/rPF2007FT1RT-Mj0%)H0i0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=1.0000 —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 maKO D'ONOFRIO DR., SUITE 200, MADISON, VVI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE _ P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIITPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 20605 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. _ 1.25 JOB #: KB0200 SPACING 24.0" TYPE HI PM /J1 Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1130/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T Pl LEFT RAKE = 2'0"9 THIS DWG. PREPAKLU BY I Ht ALI INt JUtl LILZAUNtK PKUUKAM rKUM I KUAO mrm O L T vV I 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=279# U=313# NAILED 2' 7'2"13 — - R=633# U=474# RL=3391-93# W=5"8 (Rigid Surface) R=133# NAILED SEQ = 265454 PLT. TYP: WAVE DESIGN CRIT-FBC70MMZRESfrM007FTIRT-2D%(0%u70(0) QTY= 1 TOTAL= 1 -REV. 12.03.03.0225.14 SCALE=0.7500 —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A E ET TC DL 15.Opsf DRWG O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P BC DL 10.0psf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS INDICATES PE# 49200 CA# 27785 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 70213 4175 MARTIN HIGHWAY 1.25 KB0200 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. JOB #: OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THIS FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 JACK FAX: (772) 288-4234 _ SUITABILITY AND USE OF COMPONENT BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" TYPE 1OD:(KbUZUU) / I HYKKINLi Ktb / JZ I HIS UWG. PREPARED BY I Ht ALPINE JUH UtbIUNtK PKUliKAM t-KUM I KUAJ WK A LAYUU I Top chord 2x4 SP #2_13A 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP_#2_13A psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those Wind loads and reactions based on both MWFRS and C&C. approved by ALSC on 1 /30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. T P1 1 2. LEFT RAKE = 2'0"9 PLT. TYP.-WAVE rml IK;O� T 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 R=604# U=471# RL=3251-89# W=5"8 (Rigid Surface) DESIGN CRIT=FSCI0FNITZRESfTM007 R=253# U=297# NAILED 0 io 6'8"2 1 R=123# U=1# NAILED QTY= 1 TOTAL= 1 :R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE MONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL .LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A (OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE IONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL :PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4BILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE vr,ir_ ncelr_uoo oce �IJCl/TDI �_100C CClTln�l O T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART. FL 34994 REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 265452 SCALE=0.7500 REF DATE 05-09-2014 DRWG O/A LEN. 60802 JOB #: KB0200 TYPE JACK )D:(KbUZUU) / I HYRRING RES / J3 Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "l3A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T Pj1 1 �— 2' 57"9 R=552# U=466# RL=2981A1# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft, from roof edge. R=206# U=265# NAILED R=101# U=1# NAILED SEQ = 265451 PLT.TYP.-WAVE DESIGN CRIT=FBC70HVHZRESrrPI-2007FHRT=2D%(0%u10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE =0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.Opsf REF O M—K D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.Opsf DATE 05-09-2014 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI(rPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 3_4 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50709 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 281-3700 FAX: (772) 26&4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 240" . TYPE JACK Job:(KB0200) If THYRRING RES / J4 Top chord 2x4 SP #2_13A Bot chord 2x4 SP #2 13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. z' 1 47 R=502# U=462# RL=269/-74# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=157# U=221# NAILED R=79# NAILED SEQ = 265450 PLT.TYP-WAVE DESIGN CRIT-FBCIOHVHZRES/rPP2007FTIRT-2D%(C%N70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=1.0000 '•WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC ILL. 30.0 Sf P REF DATE 05-09-2014 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE TC DL 15.0PSf FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A P E ET i�K COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.OPSf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PE# 49200 CA# 27788 404 SW CAMDEN AVE BC LL O.OPSf TOT.LD. 55.OPSf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 40700 4175 MARTIN HIGHWAY PALM CITY, FL 34990 DUR.FAC. 1.25 JOB #: KB0200 OFF: (772) 28IS-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" TYPE JACK FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE ]ID:(KtiUZUU) / I HYKKING KEb / J5 Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=989 U=156# NAILED (- 2 _I_ 3 5. 1 R=453# UT=465# RL=236/-65# W=5"8 R=53# U=5# NAILED (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265455 PLT.TYP.-WAVE DESIGN CRn-F8C1@MRRESrrPF2007FT1RT-2D%(0%y10(0) QTY=1 TOTAL=1 REV. 12.03.03.0225.14 SCALE=1.0000 ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (rRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 =KO D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET - TC IL 15.Opsf BC DL 10.Opsf DRWG . RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT. LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 30500 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 -4 FAX: (772) 288234 _ DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK )D:kMtSULUU) / I I ITKKINU Kt,) / Jb Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All Wind load cases on this truss have a 1.33 duration factor. T L I- 2' LEFT RAKE = 2'0"9 I rII, UVVU. Fn(CF'AKt:U tlT I MM ALr II%M JU6 umoi Nmm t'KUUr mm Alum I muoo warm O L 1 w— 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=36# Rw=107# U=61# NAILED 1'7" —� R=433# U=550# RL=183/-52# W=5"8 (Rigid Surface) R=7/31# Rw=78# U=32# NAILED SEQ = 265456 PLT. TYP: WAVE DESIGN GRIT"FBC10nVHZRESfrPF2007FT1RT-20%I0%y10(0) QW= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 ft D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG o—K RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27785 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 10700 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK )D:(Kt1UGUU) / I HYRRIN(3 RES / J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 1650f-1.5E 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP_#2_13A psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those Wind loads and reactions based on both MWFRS and C&C. approved by ALSC on 1/3012013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. All wind load cases on this truss have a 1.33 duration factor. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=99# Rw=313# U=104# NAILED 1 2"3 R=467# U=1077# RL=278/-49# W=5"8 (Rigid Surface) R=47# Rw=157# U=45# NAILED LEFT RAKE = 2'0"9 SEQ = 265448 PLT.'TYP: WAVE DESIGN CRr=FBC10HJHZRES1TPF2007FT/RT=2D%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.Opsf REF D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TIC DL 15.Opsf DATE 05-09-2014 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT" FURNISH A P E ET DRWG O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.Opsf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27788 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 10203 DUR.FAC. 1.25 JOB #: KB0200 PALM CITY, FL 34990 OFF: (772) 286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 404 SW CAMDEN AVE FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0" JACK BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. TYPE Rtb / L:JbA Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A' indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 R mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MW RS and C&C. In lieu of rigid ceiling use pudins to brace BC Q 24" OC. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. R=177# U=241# NAILED I _ 2' T _ _I_ 5, 1 R=521# U=464# RL=281/470 W=5"8 R=88# U=1# NAILED (Rigid Surface) LEFT RAKE = 2'0"9 SEQ = 265374 PLT. TYP.-WAVE DESIGN CRIT-FBCIONVHZRESrrPI-2007FTIRT"2D%(0%)t10(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 O D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 5 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK )D:(t\t1UZUU) / I NYKKINC9 K1=5 / GJbb Top chord 2x4 SP_#2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3 13A :Lt Bearing Leg 2x6 SP_#2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50 MWFRS loads based on trusses located at least 15.00 ft, from roof edge. R=168# U=246# NAILED I� 2' 1 5' R=527# U=495# RL=281/-77# W=5"8 R=87# NAILED (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind (Gads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'8"11 SEQ = 265382 PLT. TYP: WAVE DESIGN CRR=FBCIOHVHZRE5/TP42007FTIRT-2D%(0%)70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.0psf DATE 05-09-2014 b PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A P E ET DRWG COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.0psf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27788 BC LL O.Opsf Tor.LD. 55.Opsf ROOF & FLOORTRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 5 DUR.FAC. 1.25 JOB #: KB0200 PALM CITY, FL 34990 OFF: (772) 281-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 404 SW CAMDEN AVE FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 240" SPEC BUILDING DESIGNER PER ANSIITPI 1-1995 SECTION 2. . TYPE IOD:(KCULUU) / I HYKKINU Ktb / L;JbL; Top chord 2X4 SP #2_13A Bot chord 2X4 SP_#2 13A Webs 2X4 SP #3 13A :Lt Bearing Leg 06 SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets 1-/360 live and U240 total load. Creep increase factor for dead load is 1.50. , 2'0"12 — R=526# U=481# RL=282/-77# W=3"4 (Rigid Surface) LEFT RAKE = 27'5 R=179# U=256# NAILED 4'11 "4 M I R=89# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265394 PLT. TYP: WAVE DESIGN CRIT=FBCIOHVHZRES/rPI-N7/FT/RT-20%(0%)H0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 =-1 ft D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET _TC IL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 3, 994 BC LL O.Opsf TOT,LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 41104 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 F-4 FAX: (772) 288234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC J0D:(ICtfU000) / I HYRRING RES / CJ3A Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=75# U=129# NAILED 2, 1 3, 1 R=439# U=471# RL=224/E2# W=5"8 (Rigid Surface) R=44# Rw=49# U=10# NAILED SEQ = 265372 PLT. TYP: WAVE DESIGN CRr=FBC1@M4RESrfP42007FDRTrA%(0%)11a0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 Sf p REF DATE 05-09-2014 O D'ONOFRIO DR., SURE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET IDL 15.0psf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 3 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK REb / GJ313 Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3 13A :Lt Bearing Leg 2x6 SP #2_13A: Lumber grades designated with "13A" indicate design values confomt with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=54# Rw=60# U=123# NAILED in v I �--2'012- -I 2'11"4 -i R=446# U=494# RL=224/b3# W=3"4 (Rigid Surface) R=49# NAILED LEFT RAKE = 27'5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265392 PLT. TYP: WAVE DESIGN CRR-FBc10WHzaesrmi-aro7FT1RT=mvlozlnam QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 '"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 0 M <-, O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE _ P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUfPI 1-1995 SECTION 2. PE# 49200 CA# 27786 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 21104 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYpE SPEC JOD:(IKt$ULUU) / 1 t1YKKINLi KtJ / L;JJL; Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP_#3_13A :Lt Bearing Leg 2x6 SP_#2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC an 1/30/2013, whichever is less. Deflection meets U360 live and L/240 total load. Creep increase factor for dead Iliad is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=36# Rw-83# U=106# NAILED �2 + 3 R=4549 U=518# RL=2241-62# W=5"8 (Rigid Surface) R=47# NAILED LEFT RAKE = 2'8"11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265384 PLT. TYP: WAVE DESIGN CRR-FBC10HVHZRES/TPI-2007FDRT=2D%(D'%)110(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 wKft D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.0psf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 3 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE SPEC JOb:(KBUZUU) / 1HYRRING RES / CJ1A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 1650f-1.5E Negative reaction(s) of -199# MAX. (See below) from a non -wind load case requires uplift connection. Bot chord 2x4 SP_#2_13A 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 approved by ALSC on 1/30/2013, whichever is less. Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=200# Re --592# U=198# NAILED 2' 11"--}. I R=500# U=1181# RL=268/48# W=5"8 (Rigid Sudare) LEFT RAKE = 2'0"9 RIGHT RAKE = 1 "1 SEQ = 265399 PLT. TYP: WAVE DESIGN CRR=FBC10HVHZRESlrPF2007FTIRT=20'b(0'%)/10(0) QTY= 10 TOTAL= 10 REV. 12.03.03.0225.14 SCALE=1.0000 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC' DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/rPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 1 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE JACK JOD:(I\tSULUU) / I NY KKINU KtJ / L;JI b Top chord 2x4 SP 1650f-1.5E Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 11"4 R=-1779 Rw=572# U=1870 NAILED 2'0"12 1 10"4 --1^1 R=468# U=1174# RL=273/-48# W=1"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -177# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 16.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'1 "6 RIGHT RAKE = 1 "1 SEQ = 265617 PLT. TYP: WAVE DESIGN CRIT=FBC10M/F2RESrrPF2(107FTIRT-2%(0%)110(0) QTY= 4 TOTAL= 4 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 D%Kft D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG . RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 1 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK )D:(IItSUZUU) / I r1TKKINIi KtJ / HJ(A Top chord 2x4 SP M-31 Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3 13A :Lt Bearing Leg 2x8 SP #2_13A: Lumber grades designated with "l3A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013. whichever is less. 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long -tens deflection. -1770 _ 3479 �m�-- 2'9"15 ---+- 2-9.15 - 2-11.5 R=100# U=22# NAILED T 1 �_ 2-t V 1 911112 1 �- 3-6.10 sss R=455# U=507# W=3"14 (Rigid Surface) LEFT RAKE = 37' 175: R=328# U=139# NAILED PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at-2.92 to 91 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.32 BC- From 0 plf at -2.92 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.32 TC--127.23 lb Conc. Load at 0.72 TC- 89.79 lb Conc. Load at 3.55 TC- 347.07 lb Conc. Load at 6.38 BC- 95.39lb Conc. Load at 3.55 BC- 175.41 lb Conc. Load at 6.38 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265430 PLT. TYP. WAVE DESIGN CRR"FBC10Ha1ZAESrrPF2D07FTIRT-2D%(0%N10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.2500 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 m2��K i D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27785 404 SW CAMDEN AVE STUARTFL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 91102 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2a8-4234 DURFAC1.25 .. JOB #: KB0200 SPACING 24.0" TYpE SPEC IOD:(RC3000U) / 1171TKKINU KtJ / NJ/C Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSO on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. 170 mph wind, 15.00It mean hgt, ASCE 7-10. CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 2'10"6 THIS DWG. PREPARED BY 1 Fit- ALPINt JOB Ut51GNLK PROGRAM FROM TRUSS MFF Special loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC- From 0 pit at -2.83 to 91 pit at -0.00 TC- From 2 pit at -0.00 to 2 pit at 9.84 BC- From 0 pit at -2.83 to 4 pit at -0.00 BC- From 2 pit at -0.00 to 2 pit at 9.84 TC--127.23 lb Conc. Load at 1.37 TC-149.63 lb Conc. Load at 4.20 TC- 353.45 lb Conc. Load at 7.03 BC- 87.34lb Conc. Load at 4.20 BC- 175.49 lb Conc. Load at 7.03 In lieu of rigid Ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. -1270 160 353# �-- 1'4"7 T 2'9"15 2'9"15 2'9"12 +I 2'9"15 +I R=14/5# Rw=43# NAILED M N G �f 2'9"15 9110"1 I R=470# U=538# W=7" (Rigid Surface) 4'2"6 1 I 87# 175p R=4689 U=266# NAILED SEQ = 265723 PLT. TYP: WAVE DESIGN CRIT=FBC10hVKRE5rrPI-2W7FTIRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 wirFUNCTIONS. w D'ONOFRIO DR., SURE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z_ THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART , FL 34994OB BC LL O.Opsf TOT.LD. 55.0pSf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 91001 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 J #: KB0200 SPACING 24.0" TypE HIP JACK )D:kl\bULUU) / I f1YKKINU Kt5 / tiJSA Top chord 2x4 SP#213A Bot chord 2x4 SP_ #2__13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. -710 �157 T W14 i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 92 plf at -2.30 to 92 plf at 5.24 BC- From 4 plf at -2.30 to 4 pff at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.24 TC--71.22 Ib Conc. Load at 1.45 BC--9.73 lb Conc. Load at 1.45 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 3'9'7 R=166# U=133# NAILED — 2'3"10 1 5'2"14 _I R=511# U=474# W=67 (Rigid Sudam) LEFT RAKE = 2'41 f -100 R=90# U=18# NAILED SEQ = 265712 PLT. TYP: WAVE DESIGN CRR=F8C10MMZRESrrMDD7FrIRT=2D%(0%)I10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.7500 —WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf P REF DATE 05-09-2014 M2KO D'ONOFRIO DR., SURE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG . RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIRPI 1-1995 SECTION 2. _ _ _ _ PE# 49200 CA# 27788 404 SW CAMDEN AVE, STUART, FL 34994 BC LL O.Opsf TOT,LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50214 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 -4 FAX: (772) 288234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE JACK iOD:kMt3ULUU) / I t1YKKINCi KtZ5 / NJSti Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP_#2 13A Filler 2x4 SP #2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 16.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace BC above filler at 24" OC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50, LEFT RAKE = 2'1011 PLT. TYP.-WAVE O ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2a8-4234 _ssa �— V411 2 8 5 —� R=43/-33# U=61# NAILED T 1 R=286# U=341# W=2"2 (Rigid Surface) DESIGN CRIT48C10HVHZRESrrPi-2007 R=62/-26# U=33# NAILED PREPARED BY THE ALPINE All plates are 1.5X4 except as noted. Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at -2.83 to 91 p1f at 0.00 TC- From 2 pit at 0.00 to 2 pit at 4.08 BC- From 0 pit at-2.83 to 4 pit at 0.00 BC- From 2 plf at 0.00 to 2 plf at 4.08 TC--95.69 lb Conc. Load at 1.39 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. All Wind load cases on this truss have a 1.33 duration factor. QTY= 2 TOTAL= 2 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z_ THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 PROGRAM FROM REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 265646 SCALE=0.5000 REF DATE 05-09-2014 DRWG O/A LEN. 40104 JOB #: KB0200 TYPE HIP JACK JOD:(KtSULUU) / I HYKKIN(i KES / HJ3A Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at -2.83 to 91 pif at 0.00 TC- From 2 pif at 0.00 to 2 pif at 2.59 BC- From 0 pit at -2.83 to 4 pit at 0.00 BC- From 2 pif at 0.00 to 2 pif at 2.59 TC- -127.23lb Conc. Load at 1.41 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. -127# R-7l- 79 U=129# NAILED V14 3X5(A1) 3.54 p T a _ 2'9"15 27"1 1 R=259# U=288# W=7' R=18144# U=40# NAILED (Rigid Surface) LEFT RAKE = 2'10"6 SEQ = 265786 PLT.TYP: WAVE DESIGN CRrT=FBC70KHnESrrPF2W7FTIRTep%(0%y10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 wkrFUNCTIONS. w D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.0psf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 20701 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 285-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" _ TYPE HIP JACK JOD:(tIbSUZUU) / I f1YKKINU Kt_S / HJZA Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph vrind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360live and U240 total load. Creep increase factor for dead load is 1.50. T LEFT RAKE = 210"6 PLT. TYP: WAVE DESIGN M&K ROOF & FLOOR' SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 281-3700 FAX (772)289-4234 =-3x5(A7) 12 3.54 p 5 -1270 I 1'4"7 2'9"3 R=261# U=306# W=7" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB UESIUNtK PKUGKAM Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC- From 0 plf at -2.83 to 91 plf at 0.00 TC- From 2 pit at 0.00 to 2 pit at 2.77 BC- From 0 plf at -2.83 to 4 plf at 0.00 BC- From 2 pit at 0.00 to 2 plf at 2.77 TC- -127.23lb Conc. Load at 1.37 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load Al wind load cases on this truss have a 1.33 duration factor. QTY= 2 TOTAL= 2 1'4"12 R=12/ 8# U=109# NAILED =R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 IOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL =LS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE 'ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE t TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS i APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL =PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Illl.11- hCCll^_1 . ... AI.Ie .. I_1... cCt`T—K. � R=23/42# U=41# NAILED T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" MFK'b LAYUU I SEQ = 265446 SCALE=1.0000 REF DATE 05-09-2014 DRWG O/A LEN. 20903 JOB #: KB0200 TYPE HIP_JI )D_(Kt9UZUU) / I HYRRING RES / M1 Top chord 2x4 SP #2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/3012013, whichever is less. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. �1 �2-+I R=848# U=508# RL=436/-121# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 11'3"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (H1) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. R=606# U=404# H=H1 SEQ = 265690 PLT. TYP.-WAVE DESIGN CRIT=FBC10MMZRESRPF2007Fr1RT=iD%(0%U70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.0 sf P REF DATE 05-09-2014 Md_1 k D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 110301 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 2843-3700 FAX: (T72) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE MONO )D:kr,bULUU) / IN Y KKIN(j Kt5 / ML THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2_13A 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, Bot chord 2x4 SP_#2_13A wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3_13A Wind loads and reactions based on both MWFRS and C&C. Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load rases on this truss have a 1.33 duration factor. M WFRS loads based on trusses locate at least 7.50 ft. from roof edge. 10'3"4 - - 11"12 -' �2'-� R=848# U=521# RL=4101-114# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 PLT. TYP. WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 266-3700 FAX: (772) 288-4234 DESIGN CRIT=FBC70HVHZRESrrP42007 QTY= 1 TOTAL= 1 :R TOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL .LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-" FURNISH A (OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE �ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. STEEL :PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4BILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE vMr nrSirhirp GGC eMQITPl 1-10OR QPrTInM 9 D 1.5X4 :3X5 R=606# U=415# H=H1 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 265699 SCALE=0.5000 REF DATE 05-09-2014 DRWG O/A LEN. 110301 JOB #: KB0200 TYPE MONO JOD:(KCULUU) / I HYKKINU Kt5 / M3 Tap chord 2x4 SP_#2_13A Bot chord 2x4 SP_#2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 113012013, whichever is less. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. �-2 R=848# U=552# RL=3551-100# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYUU 1 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 R from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 8'3"4 2'11"l2 11'3"1 R=606# U=4319 H=H1 SEQ = 265703 PLT. TYP. WAVE DESIGN CRIT-F8C10HVHZRESTTPF2007FT1RT"2D%(0%)10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 30.0 sf P REF DATE 05-09-2014 WA- U D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE _ P E ET TIC DL 15.0psf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z- THE 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 PARTICULAR BUILDING IS THE RESPONS1131LITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 110301 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 2845-3700 FAX: (772) 28& 4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE COMN IDD:(Kb000U) / I HYRRING RES / M4 Top chord 2x4 SP #2_13A Sot chord 2x4 SP #2_13A Webs 2x4 SP #3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 2 R=847# U=541# RL=3951-98# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 7'10"8 11'3"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (`7 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft, from roof edge. 2'7"9 1 815 + 2.32 0 R=600# U=388# H=H1 SEQ = 265710 PLT. TYP: WAVE DESIGN CRIT=FBCI0MIIiZRESrrP4M07FT1RT-WA(0%Y70(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-09-2014 WKKU D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE _ P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BULDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 110301 4175 MARTIN HIGHWAY 34990 PALM CITY, FL OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: K60200 SPACING 24.0" TYPE COMN )D:(I\CUGUU) / 1 r1TKKINU Kt:b / M5 Top chord 2x4 SP #2_13A :T2 2x4 SP M-31: Bot chord 2x4 SP 1650f--1.5E Webs 2x4 SP_#3_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (1­11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. THIS DWG. PREPARED BY THE ALPINE JOB UESIGNEK Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC- From 92 pit at -2.00 to 92 pit at 4.57 TC- From 45 pit at 4.57 to 45 plf at 11.25 BC- From 4 pit at -2.00 to 4 pif at 0.00 BC- From 20 pit at 0.00 to 20 pit at 4.57 BC- From 10 pif at 4.57 to 10 pif at 11.25 TC- 323.39 lb Conc. Load at 4.57 TC- 205.69 lb Conc. Load at 6.91 TC- 252.66 lb Conc. Load at 9.17 BC-168.57 Ib Conc. Load at 4.57 BC-100.95 lb Conc. Load at 6.91 BC-122.64 lb Conc. Load at 9.17 323# msl Right end vertical not exposed to wind pressure. (a) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T' brace. 80% length of eb membe[ ,ached 7e� �,�"1 J with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. n lieu of rj " ding use p runs to br a BC @ 24 `IOC. Deflection meets U360live and U240 total load. Preep increase factorforAW load is 1.50. Bottom ct ff4checked for 10.00 sf non-concurre t ii live load. Al[ wind load cases on this truss have a 1.33 duration factor. R=1220# U=523# W=5"8 (Rigid Surface) LEFT RAKE = 2'0"9 111 12 1113X5 _ 11'3"1 1690 Io1>f 1230 PLT. TYP: WAVE DESIGN CRIT=FBCIOMMZRESrrPF2(p7FTIRT=2D%(0%)110(0) QTY= 1 TOTAL= 1 REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SURE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS ROOF & FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFF: (772) 288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI III nwr nFCIr NPR PPP ANCVTPI 1-1 PQS CPr:TInM 2 R=1026# U=415# H=H1 T. STILES PEET - PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 12.03.03.0225.14 TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" FlVNl3L SEQ = 265714 SCALE=0.5000 REF DATE 05-09-2014 DRWG 0/A LEN. 110301 JOB #: KB0200 TYPE COMN )1):(KLJU000) / I HYRRING RES / V4A Top chard 2x4 SP #2_13A Bot chord 2x4 SP #2_13A Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180100212 for valley details. MWFRS loads based on trusses located at least 7.50 ft, from roof edge. 2'3"6 ZTE 12 =3X5 T I THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=112pif U=100plf RL=5/-5plf W=4'612 (Rigid Surface) SEQ = 265685 PLT. TYP. WAVE DESIGN CRR-FBC10rM2REBRP42707FTIRT-2D%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 S D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC IL 15.0psf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994. BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 40612 4175 MARTIN HIGHWAY PALM CITY, FL 34"0 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0° ITYPE VAL KES/F11 Top chord 2x6 SP #2_13A Bol chord 2x6 SP #2_13A Webs 2x4 SP #3_13A :W1, W9 2x6 SP_#2_13A: :W2, WS 2x4 SP_#2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. Special loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC- From 4 pit at 0.00 to 4 pit at 21.74 BC- From 20 pit at 0.00 to 20 plf at 21.74 TC- 455.09 lb Conc. Load at 0.11 TC- 500.38 lb Conc. Load at 1.09 TC- 446.46 Ib Conc. Load at 3.09 TC- 525.931b Conc. Load at 5.09 TC-1320.54 lb Conc. Load at 7.19 TC- 665.33 lb Conc. Load at 9.19,11.19 TC- 878.74 lb Conc. Load at 13.19,15.19,17.19,19.19 TC-1007.43 lb Conc. Load at 21.34 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Max JT VERT DEFL: LL: 0.14" DL: 0.19" recommended camber 3/8" Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. PLT. TYP: WAVE DESIGN 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 2 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 3.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ V o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1.33 duration factor. 455# 446# 1321# 666# 8790 979E 2 2 21 "3 +- 2 !1 -- 2� 2 e�- 2 �-+- 2 9 2 21"1'807 0l Te -8 0 m4X4- 8 W9 T�2 _ =3 0 2 1113 10 =5X7 1113 10 21'8"13 _1 R=4482# U=1575# W=5"8 R=5142# U=1369# W=5"8 (Rigid Surface) (Rigid Surface) QTY= 1 PLIES= 2 TOTAL= 2 =R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 IOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE ::TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL =L5 AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE �ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE i TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS i APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL .PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE REV. 12.03.03.0225.14 T. STILES TC LL 30.Opsf PEST TIC DL 15.Opsf BC DL 10.Opsf PE# 49200 BC LL O.Opsf CA# 27788 TOT.LO. 55.Opsf 404 SW CAMDEN AVE DUR.FAC. 1.25 STUART, FL 34994 SPACING 24.0" SEQ = 265683 SCALE=0.1875 REF DATE 05-09-2014 DRWG O/A LEN. 210813 JOB #: KB0200 TYPE FLAT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP_#2_13A Bot chord 2x4 SP_#2 13A Webs 2x4 SP #3_13A :Wt, W5 2x6 SP #2_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 113012013, whichever is less. 170 mph wind, 16.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (1-11) = (J) Hanger not calculated (3)2x6 SP M-26 supporting member. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. All plates are 3X7(R) except as noted. Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC- From 90 plf at 0.00 to 90 pit at 2.88 TC- From 4 plf at 2.88 to 4 plf at 11.07 BC- From 20 plf at 0.00 to 20 plf at 11.07 TC- 586.50 Ib Conc. Load at 2.88 TC- 525.84111 Conc. Load at 4.88, 5.48 TC- 331.56111 Conc. Load at 7.48, 9.48 End verticals not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1.33 duration factor. srfsn 1 2'10"8 2' 7"44 2' — 2' 1,7" PLT. TYP.-WAVE DESIGN rffi"1101"�—Iomsllmffin 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 R=438pif U=155pif W=5'9"12 R=266# U=35# (Rigid Surface) H = H1 2 TOTAL= 2 :R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL .LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A (OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE IONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL :PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4BILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 12.03.03.0225.14 SEQ = 265675 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-09-2014 DRWG O/A LEN. 110013 DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" TYPE FLAT Ait )D:(A[1UZUU) / I HYKKINh Kt,-) / I- 13 Top chord 2x4 SP M-31 Bot chord 2x4 SP_#2_13A Webs 2x6 SP #2_13A :W2 2x4 SP #3_13A: Lumber grades designated with "13A" indicate design values conform with those approved by ALSC on 1/5/2012 and those approved by ALSC on 1/30/2013, whichever is less. 170 mph wind, 16.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, vrind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 10"5 1'11"1 � t'11"1 11"9 --4 I9Gx1NR1 maxR VQ 5 10 12 III MrR1 ax7 R=1007# U=664# W=4"12 (Rigid Surface) R=1018# U=676# W=4"12 (Rigid Surface) THIS DWG. PREPARED BY I Ht ALPINL JUb UtblLiNtK I'KUliKAM t KUM I KUbb Mr-K'b LATUU I Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 4 plf at 0.00 to 4 pit at 5.89 BC- From 10 plf at 0.00 to 10 plf at 5.89 TC- 285.66 lb Conc. Load at 0.17, 5.83 TC- 468.11 lb Conc. Load at 1.03, 4.87 TC- 435.13 lb Conc. Load at 2.95 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1.33 duration factor. SEQ = 265668 PLT. TYP.-WAVE DESIGNCRR=FBC10KVHZRESrrP42007FrIRT=2D%(D%)HO(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.5000 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.0 sf p REF DATE 05-09-2014 WAZU D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/rPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD, 55.Opsf DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 51012 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 _ DUR.FAC. 1.25 JOB #: KB0200 SPACING 24.0" ITYPE FLAT -,.w�us..�.w.-s.es:Hx:x^cnzas..�e�a-xes.:•wr.x _.e,.. —Project Information: Name: THYRRING RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. Computer Program Used: VIEW by Alpine Custom Gravity: Gravity: 55 psf Roof Total Load 60 psf Floor Total Load Wind. 170 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 14 individual truss design drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with -Chapter 61G15-31.003 of the -Florida Board of Professional Regulations. ..�Illllfl/._ * 49200 O TF pF ; ,-�.r_\��� MAN Rltil Note: Furthermore, the responsibility of the undersigned is solely limited to the' design of the truss components shown. The suitability and use of these trusses for any building is the responsibility of the building designer. Delegated Engineer: T. Stiles Peet, P.E. Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 404 SW Camden Ave. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 No I Truss ID Date 11 FT12 07/31/14 12 FT13 07/31/14 13 FT14 07/31/14 14 FT15 07/31/14 HomeBASEbyAlpine Page 1 of 1 JOD:(KbL!gUUt-) / I MYKKINU KtJ / I- 11 Top chord 2x4 SP_#2_BORATE_TRTD_13B :T2 2x4 SP #1_BORATE_TRTD_13B: Bot chord 2x4 SP_#2_BORATE_TRTD_13B Webs 2x4 SP_#2_BORATE_TRTD_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. L!, R=517# W=6"8 (Rigid Surface) 31'7"12 R=1582# W=5"4 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRO211 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. R=538# W=6"8 (Rigid Surface) SEQ = 274371 PLT. TYP: WAVE DESIGN CRIT=CUST0M/rP1-2007 FT/RT=20%(0%y10(0) QTY= 17 TOTAL= 17 REV. 13.01.05.0725.00 SCALE=0.2500 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.Opsf REF DATE 07-30-2014 7 T ' D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 5.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT. LD. 60.Opsf ROOF &FLOORTRUSS 5Y3TU0 O/A LEN. 310712 41 M MARTIN HIGHWAY PALM CITY, FL 's4"o OFF- (772) 2&&3700 FAX? (772) 28"234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT JOD:(KB WUUF) / I HYKKING RES / FT3 Top chord 2x4 SP_#2_BORATE TRTD_13B :T2 2x4 SP_#1_BORATE_TRTD_13B: Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by Al -SC Truss must be installed as shown with top chord up. 15'6"8 R=518# W=6"8 (Rigid Surface) R=1467# W=5"4 (Rigid Surface) 37'6"10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU85 MFR'S LAYUU I See detail STRBRIBRO211 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" CC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 15'10"12 i 6'1"6—� R=11219 W=5"4 (Rigid Surface) R=200/-141# W=6"8 (Rigid Surface) SEQ = 274375 PLT. TYP: WAVE DESIGN GRIT=CUSTOM/TPI-2007 FT/RT=20%(0%y10(0) QTY= 4 TOTAL= 4 REV. 13.01.05.0725.00 SCALE=0.1875 - - ti **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 15.Opsf BC DL 5.0pSf BC LL O.Opsf TOT. LD. 60.Opsf REF DATE 07-30-2014 DRWG RIFF &FLOORTRUSS SYST1 115 O/A LEN. 370610 4175 MARTIN HIGHWAY PAW OtN, F4 '34". 0 OFF: Z) 26&2700 FAQ �Z,94 _ DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT ob:(K130200F) / THYRRING RES / FT4 Top chord 2x4 SP #2_BORATE TRTD_13B :T2, T3 2x4 SP #1_BORATE _TRTD 13B: Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. r43'1"3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRO211 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and L/360 total load. Creep increase factor for dead load is 1.50. 15'6"8 15'10"12 R=525# W=6"8 R=1469# W=5"4 (Rigid Surface) (Rigid Surface) 117'15 —I R=1272# W=5"4 R=401# W=6"8 (Rigid Surface) (Rigid Surface) SEQ = 274379 PLT. TYP: WAVE DESIGN CRIT=CUSTOMITPI-2007FT/RT=20%(0%u10(0) QTY= 2 TOTAL= 2 REV. 13.01.05.0725.00 SCALE=0.1875 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 40.Opsf REF DATE 07-30-2014 • •'`... fi b D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE III f KIM r1PCl!_MPR PPR GMCl/TPI 1_1QQ5 CPrTIn KI � P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 15.Opsf BC DL 5.Opsf BC LL O.Opsf TOT. LD. 60.Opsf DRWG ROOF&FLOOR-MUSS SYSTEMS O/A LEN. 430103 4176 WRTAN 141"WAY PAW 04TY, FL 34"13 OFF- (772)28&37DD FAX (^j p2) 234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.011 FLATRI TYPE IOb:(KBQ200F) / THYRRING RES / FT5 Top chord 2x4 SP_#2_BORATE _TRTD 13B :T1 2x4 SP_#1_BORATE_TRTD_13B: Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/3012013 by ALSC Truss must be installed as shown with top chord up. T I 13'6"8 R=460# W=6"8 (Rigid Surface) PLT. TYP: WAVE Rm oF�FLOOR7R1l.SS7E IS a.°1Y$ 4175 VARTAN (HIGHWAY OFF: (772) 2G&27,00 FAX (772) 288-4234 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S See detail STRBRIBRO211 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 41'1"3 - - 15'10"12 r 11715 —1 R=1364# W=5"4 R=1276# W=5"4 R=396# W=6"8 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESIGN CRIT=CUSTOMM-2007 FT/RT-20%(0%y10(0) QTY= 7 TOTAL= 7 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI III Illl.l!_ niFCi _,.IF{] PFP ANCNTPI 1-1QQF CFf:TInm 9 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 13.01.05.0725.00 SEQ = 274388 SCALE=0.1875 TIC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 15.0psf 5.Opsf 0.0psf 60.Opsf REF DATE 07-30-2014 DRWG O/A LEN. 410103 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT JOD: KbUGUUl / THYRRING KES / I- 16 -Top chord 2x4 SP_#2 BORATE _TRTD 13B :T1 2x4 SP #1_BORATE_TRTD_13B: Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 'T I 13'6"8 R=456# W=6"8 (Rigid Surface) R=13659 W=5"4 (Rigid Surface) 39'4"3 15'10"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFF See detail STRBRIBRO211 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 910 15 R=1206# W=5"4 R=333# W=11"2 (Rigid Surface) (Rigid Surface) SEQ = 274394 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/TPI-2007 FT RT=2G%(e%y10O) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.1875 ti L/'A,111V fjtt "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HII B-91 (HANDLING NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. . STILE S P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 15.Opsf BC DL 5.0p Sf BC LL O.Opsf TOT.LD. 60.Opsf REF DATE 07-30-2014 DRWG ROOF&FLOORTRIJSS SYSTEMS O/A LEN. 390403 41 7S MAIRTlIN NIGHWAY PALM C4TY, FL 34"a OFF- 72> 2 0-2700 FAX 28&4234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT Job:(KB0,200F) / THYRRING RES / FT7 Top chord 2x4 SP_#2_BORATE TRTD_13B Bot chard 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. R=35/-304# W=6"9 (Rigid Surface) R=1144# W=5"4 (Rigid Surface) 2T0"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYO See detail STRBRIBRO211 for bracing and bridging recommendations. Negative reaction(s) of -303# MAX. (See below) from a non -wind load case requires uplift connection. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. R=1138# W=5"4 (Rigid Surface) R=212/-80# W=11"2 (Rigid Surface) SEQ = 274403 PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2007FT/RT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.2500 .rsw —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* FURNISH APEET COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE T. STILES TC LL 40.0 sf p TC DL 15.Opsf BC DL 5.Opsf REF DATE 07-30-2014 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WRH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27785 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 60.Opsf ROOF A FLOOR7RIM SYSTEMS O/A LEN. 270008 41n VAR*nN H*HWAY PALM VrY, FL 34"0 OFF: (772)28&3700 FAX-(7j2) 288-4234 _ _ _ DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT Job:(KB0200F) / THYRRING RES / FT8 Top chord 2x4 SP_#2_BORATE_TRTD_13B Bot chard 2x4 SP #2_BORATE_TRTD_13B Webs 2X4SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. I R=-4149 W=6"9 (Rigid Surface) R=1208# W=5"4 (Rigid Surface) 23'9"10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRO211 for bracing and bridging recommendations. Negative reaction(s) of -414# MAX. (See below) from a non -wind load case requires uplift connection. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. R=1156# W=5"4 (Rigid Surface) R=77/-240# W=11"2 (Rigid Surface) SEQ = 274410 PLT. TYP: WAVE DESIGN CRIT=CUSTOM/TPI-2007FrMT=20W0%)I10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.2500 { Y —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE T. STILES PEE T TC LL 40.0tr'11sf N TC DL 15.Opsf BC DL 5.Opsf REF DATE 07-30-2014 DRWG ' Vti ` RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT. LD. 60.Opsf ROOF & FWCOR 3 a.+YS7EM8 O/A LEN. 230910 417E MARTIN WOHWAY PALM K+`1M FI. '3M"D OFF- (772}28g"8700 8•r1 FAX (772) 28234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE - FLAT )b:(KB0200F) / THYRRING RES / FT9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYO Tap chord 2x4 SP_#2_BORATE TRTD_13B Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 20'6"11 See detail STRBRIBRO211 for bracing and bridging recommendations. Negative reaction(s) of -668# MAX. (See below) from a non -wind load case requires uplift connection In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. R=-618# W=6"9 R=14289 W=5"4 (Rigid Surface) (Rigid Surface) R=1380# W=5"4 R=-668# W=11"2 (Rigid Surface) (Rigid Surface) SEQ = 274421 PLT. TYP.-WAVE DESIGN GRIT=CUST0MrrPI-2007IFTIRT=20-90%y10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.3750 .i �yPANELS VA,4 0 ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSVTPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 40.Opsf TIC DL 15.Opsf BC DL 5.Opsf BC LL O.Opsf TOT. LD. 50.0psf REF DATE 07-30-2014 DRWG ROOF SFLOORTRIM SyZT MS O/A LEN. 200611 4175 MARVN HIGHWAY PALM CITY, FL 34"0 OFF- (772)286.370G FA; (m) 28"2334 _ DURYAC. 1.00 JOB #: KB0200F SPACING 11 ITYPF FLAT Job:(KB0200F) / THYRRING RES / FT10 i op chord 2x4 SP_#1_BORATE TRTD_13B :T2 2x4 SP #2_BORATE_TRTD_13B: Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 1 17'3"13 R=1187# W=6"9 (Rigid Surface) R=1999# W=5"4 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBRO211 for bracing and bridging recommendations. Negative reaction(s) of -1187# MAX. (See below) from a non -wind load case requires uplift connection. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. R=526# W=11"2 (Rigid Surface) SEQ = 274430 PLT. TYP -WAVE DESIGN CRIT=CUSTOM/TPI-2007"1RT=20%(0%p10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.3750 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEE T PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 40.Opsf TC DL 15.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 60.Opsf REF DATE 07-30-2014 DRWG ROOF $ FLOOR ZUSS SYSTEMS O/A LEN. 170313 4175 MARTIN H101AWAY PALM OtTY, F4 34"a OFF: (772)288.2700 FAX'�) 234 DURTAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT )b:(KB0200F) / THYRRING RES / FT11 Top chord 2x4 SP_#2_BORATE _TRTD_13B Bot chord 2x4 SP #2 BORATE_TRTD_13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1 14'0"14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reac8on(s) of -1620# MAX. (See below) from a non -wind load case requires uplift connection In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. R=-1621# W=6"g R=441# W=11"2 (Rigid Surface) (Rigid Surface) R=2278# W=5"4 (Rigid Surface) SEQ = 274437 PLT. TYP.-WAVE DESIGN CRIT=CUSTOWTPI-2007FT/RT=2(1%(0%y10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=0.5000 Lf1�/ �I T -� **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.0 sf p TC DL 15.Opsf BC DIL 5.Opsf BC LL O.Opsf TOT. LD. 60.Opsf REF DATE 07-30-2014 DRWG ROOF do FLOORTRM SYSTEMS O/A LEN. 140014 417E VARVN HIGH WAY PALM Cit7Y, FL 34"a CWF- (772)2 &370D FAX1(772) 28"234 _ DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT Job:(K80200F) / THYRRING RES / FT12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S Top chord 2x4 SP #2 BORATE TRTD 13B Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC =3X7 T lull m 1.5X4 In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50 Truss must be installed as shown with top chord up. =3X5 =3X7 R=433# W=6"9 R=433# W=11"2 (Rigid Surface) (Rigid Surface) PLT. TYP.-WAVE .r IV ROOF3FLOOR7RUSSSYSTEMS 41 n MARTIN HIGHWAY PALM CITY. FL 34"0 OFF: (772)2a&270o FAX (772) 28"234 DESIGN CRIT=CUST0M/TPI-20G7 FT/RT=20%(0%N10(0) QTY= 1 TOTAL= 1 :R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL =LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A V OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE 'ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE I TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS I APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL -PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE flll11 npF 11 19I 0— C 1C 0I 1-1005 CP T1/1M � T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART. FL 34994 REV. 13.01.05.0725.00 SEQ = 274440 SCALE=0.7500 TIC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 15.Opsf 5.Opsf O.Opsf 60.Opsf REF DATE 07-30-2014 DRWG O/A LEN. 101000 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT )b:(KB0200F) / THYRRING RES / FT13 Top chord 2x4 SP_#2_BORATE TRTD_13B Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4SP #2 BORATE TRTD 13B Lumber grades designated with 13B" use design values approved 1/30/2013 by ALSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. =3X5 III1.5X4 =3X5 SEQ = 274442 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMITPI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=1.0000 I "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE T. STILES PEET TC LL 40.Opsf TIC DL 15.Opsf BC DL 5.Opsf REF DATE 07-30-2014 DRWG 4. RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 27785 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 60.Opsf ROOF&FLQORYRIAS SYSTEMS O/A LEN. 70701 41 M MARTIN NIf>t WAY PALM CITY, FL 34"0 OFF: (772)=!;- 700 FAX(772) 2884234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT Job:(KBO200F) / THYRRING RES / FT14 Top chord 2x4 SP #2_BORATE_TRTD 13B Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. =3X5 SEQ = 274444 PLT.TYP.-WAVE DESIGN CRIT=CUSTOMrrP1-2007FT/RT-M96(0%y10(0) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.Opsf REF DATE 07-30-2014 / D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL - PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 5.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. PE# 49200 CA# 2775$ 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 60.Opsf ROOF & FLOORTRUSS SYSTEMS O/A LEN. 40403 41176 WRTIN IHnHWAY PAW G1TY, FL 34"0 OFF: (772)26S.2700 FAX (n2) 28 4234 DUR.FAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT Job: KB0200F / THYRRING RES / FT15 'Top chord 2x4 SP_#2_BORATE_TRTD_13B Bot chord 2x4 SP #2 BORATE TRTD 13B Webs 2x4 SP #2 BORATE TRTD 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC =3X5 R=44# W=6"9 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Trusses to be spaced at 16.0" OC maximum. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. SEQ = 274446 PLT. TYP: WAVE DESIGN CRIT=CUSTOM TPI-2007FT/RT-20%(0%y1010) QTY= 1 TOTAL= 1 REV. 13.01.05.0725.00 SCALE=1.0000 L (HAND I GUIRE EXTREME CARE IN FABRICATING, IN TAL NG AND BRAG NG) PUBLISHED BYDTPI (TRUSS PLATE ALLING NLING, SHIPPING. T TITU E,`583ND BRACING. R FER TO HWARNING*IB-91TRUSSES D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE I BULDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27785 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 15.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 60.Opsf REF DATE 07-30-2014 DRWG ROOF&,n00R7RW3 8:STIMS O/A LEN. 10105 4175MAR77N HIGHWAY PALM GIM FL 34"13 OFF: (772)24&3700 FAX (772) 28&4234 DURYAC. 1.00 JOB #: KB020OF SPACING 16.0" TYPE FLAT DESIGN CRITERIA rT�fo�m�i�]41q 29'7"13 11'0"12 17T6 TRUSSES HELD IN 1-1 2" FROM ALL EDGES -BEARING SCHEDULE 9 0.F.F j � 12 6'A.F.F # - A.G.F. AT A.F.F 0.F.F r A.F.F A.F.F _ �A.F.F in ROOF END DETAIL 12" DEEP FLOORS / 16" OC 2' �r FLOOR END DETAIL F— HANGEERSCHEDULE ---ion. - 9 in n MAW 1100 MPO IRTANT 1—K c AFPROVAL�P ❑ APPROVED ❑APPROVED AS NO ED ❑REVIS AND RESUBMIT TRUSS DELIVERY FL.REG.ENGINEER T. STILES PEET PEb49200 - CAy27788 w. alma] uNt�94 i. fL O 0 ROOF & FLOOR TRUSS SYSTEMS mw: Ii[-�-ifio F.�c Iil-i9&+a11 JOB INFORMATION 1 1 5'1'4 12'4'7 16'8'7 a.o� rxm mnn