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HomeMy WebLinkAboutGeneral Truss Engineering Criteria & Design Loads-Project Information: Name: BENNETT RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter Computer Program Used: Custom VIEW by Alpine Gravity: 55 psf Roof Total Load Gravity' 55 psf Floor Total Load Wind: 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 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. .,1ilrli.. {� grGOf "'. e "1111 ! l 101 ", 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 HomeBASE by Alpine .. Page 1 of 6 MM� 41 M. ",1 -. zlltlllz�� —Project information: Name: BENNETT RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter Computer Program Used: Custom VIEW by Alpine Gravity: 55 psf Roof Total Load Gravity- 55 psf Floor Total Load Wind: 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 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. _%%11111t,,- P 49200 ; o • � e O 'cL OR%01P �.. .e\ 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 HomeBASE by Alpine Page 2 of 6 r � —Project Information: Name: BENNETT RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. Computer Program Used: Custom VIEW by Alpine Gravity: Gravity: 55 psf Roof Total Load 55 psf Floor Total Load Wind., 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 individual truss design drawings, together with the attached index of the Truss System design drawings ` orfoyig7rtify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Professio \a�`�°t�o�.s��� OF a FL ORS®P���O o N 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 HomeBASE by Alpine IPage 3 of 6 -Project Information: Name: BENNETT RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA 8t DESIGN LOADS: Building Code & Chapter., Computer Program Used: Custom I VIEW by Alpine Gravity: 55 psf Roof Total Load p Gravity: 55 sf Floor Total Load Wind. 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 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 R bons. \\`'CS PkET 'f/, 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 HomeBASE by Alpine i Page 4 of 6 \ Q_ K ROOF & FLOOR TRUSS SYSTEMS —Project Information: Name: BENNETT RES Address: City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. Computer Program Used: VIEW by Alpine Custom Gravity: 55 Gravity. 55 sf Floor Total Load psf Roof Total Load p Wind: 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 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 R I tions. 1Igj�i ions. . \\`;. AlEt T � � SE _/— � v \ UJ /Itrit11 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 HomeBASE by Alpine \ Page 5 of 6 —Project Intormatlon: Name: BENNETT RES Address: ROOF & FLODR TRUSS SYSTEMS City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter- Computer Program Used: Custom I VIEW by Alpine Gravity: Gravity: 55 psf Roof Total Load 55 psf Floor Total Load Wind: 165 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 214 individual truss design drawings, together with the attached index of the Truss System design drawin + gay certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Profess\�n�� L11 a `;M"" �' ESS O\��•�� 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 . • IDate 211 F40C 05/31/16 212 F40C 05/31/16 213 F41 05/31/16 214 F41 05/31/16 HomeBASE by Alpine I Page 6 of 6 )D:(KY3U-5J0) /DdfU-dfd DURIJUIL 11DUJJ0 / !1 I Value Set: 13B (Effective 6/1/2013) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 3 Complete Trusses Required Top chord 2x4 SP M-30 :T2, T4 2x4 SP #2: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at 0.00 to 92 plf at 18.56 TC-From 92 plf at 18.56 to 92 pif at 37.86 BC -From 20 plf at 0.00 to 20 plf at 37.86 BC- 24.45 lb Conc. Load at 2.32 BC- 219.88 lb Conc. Load at 5.15 BC- 391.80 lb Conc. Load at 7.98 BC- 561.12 lb Conc. Load at 10.81 BC- 727.34 lb Conc. Load at 13.64 BC- 882.37 lb Conc. Load at 16.46 BC- 997.82 lb Conc. Load at 19.29 BC- 1108.99 lb Conc. Load at 22.12 BC- 1223.15 lb Conc. Load at 24.95 BC- 1334.53 lb Conc. Load at 27.78 BC- 1445.93 lb Conc. Load at 30.61 BC- 1557.27 lb Conc. Load at 33.43 BC- 1688.47 lb Conc. Load at 36.26 Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.00" o.c. 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" Wind loads and reactions based on MWFRS Left and right cantilevers are exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 165 mph wind, 17.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. 18'6"12 io =3X1 19'3"9 i 6'711 -F 5'11"8-+I--5'11"86,27- -I- 677 -{- 6,10"10-­i rl a"I -I- 36'2"2 B2 9,77 + 9,11„5 + 9'3"11 9'11"14-�i 37'10"5 12'3"1412 '9"15 2,915 L2'9"151y-29„15 1 2'915 29„152'9„15 2,9„15_I 2'915 29„15-� 2'9„15 17-2 i Zi 249 --'"^39201- 5617 727-N±� 998p+ 1 12ZlAi- 1416p1 155 1 tl R=6196# U=2585# W=87 (Rigid Surface) R=10216# U=3742# W=6"9 (Rigid Surface) DESC. = Al SEQ = 97801 PLT. TYP.-WAVE DESIGN GRIT=CUST0MrrPI-2007 FT/RT=20%(0%)/10(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 15.01.01 C.0610.23 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 ILL 30.Opsf REF 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 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf' DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 371005 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE SPEC Job:(Kt uj ib) /barDara t3ennen KbU;1st7 / AL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-31 :T2, T3 2x4 SP M-30: Bot chord 2x4 SP M-31 :B2 2x4 SP M-30: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 17.00 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 17.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.15" due to live load and 0.20" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 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. 18'6"15 + 19'1"14 �67'12 5'11"9 + s'11"9 6'2"2 672 + 6'9"10 � 97"9 i8'11"6 35'11"12 3T8"13 9'3"3 91101,11 +{ R=2118# U=1213# RL=312/-323# W=87 (Rigid Surface) R=2107# U=1209# W=6"9 (Rigid Surface) DESC. = A2 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2D07 FT/RT=20%(0%)/10(0) QTY=1 T0TAL=1 REV. 15.01.01C.0610.23 SEQ = 97754 SCALE =0.1875 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 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 370813 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 94.0" TYPE SPEC Iob:(KL-3uj6b) /barDara tenet Kt5u33b / H3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-31 :T2 2x4 SP #2::T3 2x4 SP M-30: Bot chord 2x4 SP M-31 :B2 2x4 SP M-30: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.98 ft. from roof edge. — THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.98 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.14" due to live load and 0.19" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L1360 live and U240 total load. Creep increase factor for dead load is 1.50. �— 18'5"12 -{- 19,01,11 �---676 5'11"35'11"3 i6'1"12 6'1"12 673 ^{ p -i 35'9"8 . _ 1 9'6"15 R=2108# U=1206# RL=310/-320# W=87 (Rigid Surface) 8'10"13 9'2"10 9'10"1 —� 37'6'7 R=2096# U=1202# W=6"9 (Rigid Surface) DESC. = A3 SEQ = 97762 PLT. TYP.-WAVE DESIGNCRIT=CUSTOMIrPI-2007FT1RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.1875 O **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 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf REF DATE 05-31-2016 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. 1 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 370607 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" 'TYPE SPEC )b:(Kt3ujm) /tsarDara bennen r buj3b / A4 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 :T1 2x4 SP M-30::T5 2x4 SP M-31: Bot chord 2x4 SP M-31 :B2 2x4 SP M-30: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.32 ft. from roof edge. 16'8"9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT' 165 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.13" due to live load and 0.18" due to dead load. 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. 3'10"3 -1 4'11"13 11'11"5 --1] i 6'0"5 -1 54"2 {5'4"2 1 3'10"3 1 4'11"13 i 5'7"1 -}- 6'5"1 �1 12 `1 5 j- 8'8"6 8'0"3 3'10"3 + 411"13 5'71 r 37'6 11 R=2102# U=1259# RL=291/-292# W=87 R=2108# U=1303# W=6"9 (Rigid Surface) (Rigid Surface) DESC. = A4 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTOW17PI-2007 FT/RT=20%(0%yt0(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 Y 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 I 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 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 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART. FL 34994 1 1 1 REV. 15.01.01C.0610.23 SEQ = 97748 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 370611 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE SPEC JOb:(KBU33b) lbarDara tfennen Kt woto / Ati . THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 611/2013) 165 mph wind, 16.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, Top chord 2x4 SP M-30 wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bot chord 2x4 SP M-31 :B2 2x4 SP M-30::B3 2x4 SP #2: Wind loads and reactions based on both MWFRS and C&C. Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Left and right cantilevers are exposed to wind Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.09 ft. from roof edge. 147'3 i 8710 1 13'1 V 2 YI 77"!1 6'11"8 - + 47'13 - + 47'13 6'3"10 6'5"9 �}�►TA T3 r 77"!1 6'11"8 187'10 6'3"10- + 6'5"9 0. A 37'1"15 R=2092# U=1230# RL=271/-258# W=87 (Rigid Surface) R=2086# U=1227# W=6"9 (Rigid Surface) DESC. = A5 SEQ = 97776 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMlTPI-2007FT/RT=20%(0%)/70(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.1875 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 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(rPI 1-1995 SECTION 2. T _ STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 370406 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 I DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYpE SPEC JOb:(KBU:fJfi) /Baroara tiennen r bujot) / AD Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP #2 :B1 2x4 SP M-31: Webs 2x4 SP #3 :W8 2x4 SP #2: :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 113012013 by ALSC (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 Or better "T" reinforcement. 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. i 5'11'7 1 5'117 67B 6'81.9 12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.81 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 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 pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.91 ft. from roof edge. 13'6"1 i 11'10"8 --+I r3n 61819 576 P -y 28'8"8 97' —�Fu 1 5'11"7 6'2"8 + 6,8"g + 6'8"9 4' 7'10"8 �{ 37'5"8 R=1682# U=1080# RL=231/-227# W=8" (Rigid Surface) DESC. = A6 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007 FT/RT=20%(0%U70(0) QTY= 1 TOTAL= 1 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 R=2244# U=1296# W=8" (Rigid Surface) R=418# U=267# W=8" (Rigid Surface) --YVAKIVINU - I muoJ K uuIKC C I KCMt t'mK= IN rACKIUAI INU, IN.7IHLLIIVU AIVU ORAVIIVV. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES 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 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 CERTIFICATION 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 # 49200 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 404 SW CAMDEN AVE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2. '' REV. 15.01.01 C.0610.23 SEQ = 97576 SCALE=0.1875 TC LL TIC DL BC DL BC ILL TOT.LD, 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 370508 DUR.FAC. 1.25 JOB #: K60336. SPACING 24.0" TYPE SPEC lob:(KBO336) /1:3arbara ttennett KbUJ;Jb / At Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP #2 :B1 2x4 SP M-30: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chard checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.70 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -221# MAX. (See below) from a non -wind load case requires uplift connection. 165 mph wind, 15.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 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. 9110"8 17'8"8 9110"8 I— 5'3"2 - 1. 476 6117 5'9"11 — + 5'11 "7 1 47"6 i SY2 -+I 9 _ — 28'8"8 83 7' — ' A I 9110"8 -1 5'117 i 5911 i 5'117 1 2' }- 7'10"8 37'5"8 R=1626# U=967# RL=194/-194# W=8" R=2602# U=1490# W=8" (Rigid Surface) (Rigid Surface) R=246/-221# U=115# W=8" (Rigid Surface) DESC. = A7 SEQ = 97528 PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2007 FTIRT=20%(0%V70(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 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 TICLL 30.Opsf REF 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 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 . P E ET CERTIFICATION # 49200 TC DL BC DL BC LL TOT.LD. 15.Opsf 10.Opsf 0.0psf 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 370508 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 2884234 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 SEFOR ANY CTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SUILDWG DES GNER,LITY AND E OF TAHIS S RPI COMPONENT 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.D" TYPE HIPS / Ad Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 :T2 2x6 SP #2: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W2 2x4 SP M-30: :W4, W2 2x4 SP #2: :Lt Wedge 2x4 SP 93::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at 0.00 to 92 pit at 7.88 TC- From 46 plf at 7.88 to 46 plf at 29.58 TC- From 93 plf at 29.58 to 93 plf at 37.46 BC- From 20 plf at 0.00 to 20 pit at 7.92 BC- From 10 plf at 7.92 to 10 plf at 29.54 BC- From 20 pit at 29.54 to 20 plf at 37.46 TC- 275.47 lb Conc. Load at 7.92, 9.96,11.96,13.96 15.96,17.96,19.49,21.49,23.49,25.49,27.49 TC- 577.61 lb Conc. Load at 29.54 BC- 124.26lb Conc. Load at 7.92, 9.96,11.96,13.96 15.96,17.96,19.49,21.49, 23.49,25.49, 27.49 BC--1939.44 lb Conc. Load at 29.54 Left and right cantilevers are exposed to wind THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Negative reaction(s) of -962# MAX. (See below) from a non -wind load case requires uplift connection. (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 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 pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. (b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 275# 275# z7s# 275# 27. 275# Bottom chord checked for 10.00 psf non -concurrent live load. �- 7,11" 2'0"� 2' _+ 2T 2' _ + 2��1'6"6y 2z7 2' 277 ' 2' + 2'0W",_ 7111 ---{ 11 ♦~T10116 21'6"8 7'10"8 -{ F~ 7'10"a 5'4"4 --I-- 5-6^ --I5'6" 5,4"4 7'10"e 12 5 r/ T n 1 7'10"8 --1 5'4"4 -- I- 5.6" --} 5'6. ,1 5'4"4 -i 7'10"a --{ 37'5"8 �- T11" -�? 0"8 2' 2' 2' 2' 1'6"6 2' 2' 2' 2' 2'0"87'11"1 �{ 1241 124 124 124�-193J 1240 124# 124# 124# 1240 12400 TT R=2855# U=1411# W=8" R=3795# U=2455# W=8" (Rigid Surface) (Rigid Surface) R=12/-962# Rw=360# W=8" (Rigid Surface) DESC. = A8 SEQ = 97617 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM?PI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 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 05-31-2016 ZA 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 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF DESIGN P E ET O Ng THIS 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 CERTIFICATION # 49200 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 370508 DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 288-3700 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) 288-42,34 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0', HIPS BUILDING DESIGNER PER ANS1rrPI 1-1995 SECTION 2. TYPE )b:(Kt3U33b) lbarbara benneu r bU33b / b-I Value Set: 13B (Effective 611/2013) Top chord 2x6 SP #2 :T6 2x4 SP #2: Bot chord 2x6 SP #2 :B3 2x6 SP M-26: Webs 2x4 SP #3 :W4 2x4 SP #2: At Wedge 2x4 SP #3: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at 0.00 to 92 plf at 1.28 TC- From 46 plf at 1.28 to 46 plf at 6.14 TC- From 46 plf at 6.14 to 46 pit at 7.01 TC- From 46 plf at 7.01 to 46 plf at 12.53 TC- From 46 plf at 12.53 to 46 plf at 22.99 TC- From 46 plf at 22.99 to 46 plf at 27.95 TC- From 93 plf at 27.95 to 93 plf at 30.86 BC- From 10 plf at 0.00 to 10 plf at 10.00 BC- From 10 plf at 10.00 to 10 pif at 20.86 BC- From 10 pit at 20.86 to 10 plf at 27.95 BC- From 20 pit at 27.95 to 20 plf at 30.86 TC- -39.69 lb Conc. Load at 2.06, 4.06, 6.06 TC- 275.47lb Conc. Load at 8.06,10.06,12.06,14.06 15.95,17.95,19.95,21.95 TC--30.07 lb Conc. Load at 23.95 TC- 123.93 lb Conc. Load at 25.95 TC- 106.53 lb Conc. Load at 27.95 BC- 517.38 lb Conc. Load at 2.06, 4.06, 6.06 BC- 124.26lb Conc. Load at 8.06,10.06,12.06,14.06 15.95,17.95,19.95,21.95 BC- 475.76 lb Conc. Load at 23.95 BC- 247.00 lb Conc. Load at 25.95 BC- 262.72 lb Conc. Load at 27,95 Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 2 Complete Trusses Required Nail Schedule:0.1201lx3", min. nails Top Chord: 1 Row @11.00" o.c. Bot Chord: 1 Row @10.76" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right cantilever is exposed to wind (J) Hanger Support Required, by others 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 1.60. 400 -00# 275# 275# 27s# 275# 124# 11t 2' 2' 1 2775` 2, 227s� 2' A•1d71 2' + 2, + 2ao#r 2, + z1...2-1°"15'I p:4-4'10"4­49"T- 1611"13 17'10"8 4-10"4--i-'i- 5'4"6 - 5 7^125'4„8 ---IF 7'1 a'a 5fl n 29'11"14 -_° 1 P"+- 4'10"4 �-°♦ 5'4"8 1 5'212 1 5'4"8 -i-- T10"8 30'10"6 9"11 2' 2' 1 2' 1 2' 1 2' 1 2' 1'10"1 2' 2' 2' 2' 1 2' 2' F'10' 15 5170 517 5170 12 124# 72 t24# 12 1240 124 t24i 476 2470 263 R=3875# U=2521# RL=86/-187# H=H1 R=3903# U=2016# W=6" (Rigid Surface) n n f� f� CJ th 11 DESC. = B1 SEQ = 97758 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rPI-2007FTIRT=20%(0%y10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=0.1250 O madWITH **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 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC ILL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 301006 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE SPEC JOD:(r\bU.5150) /Daroala Denney IND0000 r D4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4 2x4 SP M-30: Bot chord 2x4 SP #2 ;B3 2x4 SP M-30: Webs 2x4 SP #3 :W2 2x4 SP #2: :Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Left end vertical not exposed to wind pressure. 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. 1 4'3"5 4'813 43"5 4'813 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right cantilever is exposed to wind Max JT VERT DEFL: LL: 0.25" DL: 0.33". See detail DEFLCAMB1014 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.70 ft. from roof edge. 11'11"12 -I 9110"8 5'11"14 + 5'11"14 147"6 5'3"2 —4'3"5 -1- 4'8"13 15'11"14 5'11"14 9'10"8 -I 30'10"6 R=1672# U=1013# RL=129/-195# H=H1 R=1802# U=1063# W=6" (Rigid Surface) DESC. = B2 SEQ = 97540 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/rP1-2007 FT/RT=20%(0%)I10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 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.Opsf REF 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 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 COMPONENT PER FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE ON 2 . - -h-E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 15.Opsf - BIC DL, 1-0.Opsf - BC LL O.Opsf ' TOT.LD. 55.Opsf DATE 05-31-2016 -DRwG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 301006 4175 MARTIN HIGHWAY LM CITY, FL 34990 PAOFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 94 TYPE SPEC I0D:(Kt1UJ6I3) /t3arDara tsenneu r%nuoiD / bi Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x4 SP M-30: Webs 2x4 SP #3 :W2 2x4 SP #2: :Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.91 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right cantilever is exposed to wind Max JT VERT DEFL: LL: 0.20" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and LJ240 total load. Creep increase factor for dead load is 1.50. --2'3"3 + 8'8"15 + 7'11`12 + 877 + 310"11 2,3"3 4,47 4'47 3'11"14 3'11"14 ,{„ 4'1"3 4'1"3 3'10"11 n 30'2 7 ez �— 2'3"3 8'8"15 1 3'11"14 3'11"14 + 877 3'10"11 --�{ 31'0"15 R=1681# U=996# RL=179/-224# H=H1 DESC. = B3 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/TPI-2007 FT/RT=2096(0%y10(0) QTY= 1 TOTAL= 1 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583uMy�V T STILES 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 . EET - O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. -ALPINE ENGINEERED PRODUCTS;-INC. SHALL NOT BE _ _P- 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 CERTIFICATION # 49200 ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY 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 STUART, FL 34994 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995-SECTION 2. + R=1812# U=1138# W=67 (Rigid Surface) REV. 15.01.01 C.0610.23 TIC 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 = 97586 SCALE=0.2500 REF DATE 05-31-2016 O/A LEN. 310015 JOB #: KB0336 TYPE SPEC 1oo:(Kt3us3t)) /rsarDara bennell Kt5u33t:) / ts4 Value Set: 13B (Effective 61112013) Top chord 2x4 SP M-30 :T2, T3 2x4 SP #2: Bot chord 2x4 SP #2 :B1 2x4 SP M-30: Webs 2x4 SP #3 :W8 2x4 SP #2: :Lt Stub Wedge 2x8 SP #2: Lumber value set "138" uses design values approved 113012013 by ALSC 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. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 165 mph wind, 16.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C.. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.20 ft. from roof edge. I 12'10"14 }- 4'2"5 4 IT 12'6"15 s 5 7 6 5 7 i 474 s 3"8 i6'3"8 +I i 6'57 — i6'57 }- 47A 6'3"8 i6'3"8 �� 30'1"1 R=1691# U=930# RL=219/-221# W=8" (Rigid Surface) R=1688# U=933# DESC. = B4 SEQ = 97649 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FT/RT=20%(0%)11%0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500 _ O **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 THEINSTALLATIONCONTRACTOR. 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TIC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288.4234 O/A LEN. 300101 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TypE COMN &(KB0336) /Barbara t3ennett Kt3U33(i / bb THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/112013) 165 mph wind, 16.62 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TICDL=5.0 psf, wind BC DL=5.0 psf. Tap chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP #2 :B1 2x4 SP M-30: Wind loads and reactions based on both MWFRS and C&C. Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Right end vertical not exposed to wind pressure. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. MWFRS loads based on trusses located at least 8.31 ft. from roof edge. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 15'9"3 9 13 12'4"11 -I �— 5'9"14 + 5'21 'i" 57"1 i 6'4"14 i 6'4"14 8'4"14 i 14'1"15 + 6'4"14 �I 28'11 "11 R=1700# U=944# RL=282/-241# W=8" (Rigid Surface) R=1557# U=834# DESC. = B5 SEQ = 97545 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500 _ O ..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 TC DL 15.Opsf - - - - - - BC DL 10.Opsf REF DATE 05-31-2016 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. •. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 I. BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 281111 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX; (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE COMN 3D:(NISU330) /naroara t3enneu minu.ssb / bb Value Set: 13B (Effective 611/2013) Tap chard 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "1361" uses design values approved 1/3012013 by ALSC In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.78 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 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. 1616"8 1 10'5"5 5'11"6 "{' 5'3"9 —I 5'3"9 5711 5'2"11 12 U tl i 26'1"6 - 87"3 T11"6 10'5"5 26'11"14 R=1589# U=902# RL=306/-227# W=8" (Rigid Surface) R=1446# U=819# DESC. = B6 SEQ = 97515 PLT.TYP: WAVE DESIGN CRIT=CUSTOM/rP1-2007FTlRT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 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 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE . DATE 05-31-2016 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 -ALPINE _PEE T _ CONTRACTOR. ENGINEERED PRODUCTS, INC: SHALLNOT 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 CERTIFICATION BC DL 10.Opsf BC LL O.Opsf DRWG ROOF & FLOOR TRUSS SYSTEMS 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 # 49200 TOT.LD. 55.Opsf 4175 MARTIN HIGHWAY O/A LEN. 261114 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 DUR.FAG. 1.25 JOB #: KB0336 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUARTFL 34994 , SPACING 24.0" COMN BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. TYPE Job:(Kt3U3:Ai) /tjaroara tsennelt Ktw Ise / rs/ Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.86 ft. from roof edge. 16"1"2 r 6'0"15 5'5"2 R=1477# U=834# RL=3261-207# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.86 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SR8 SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 8'0"14 5'5"2 4'0"7 i 4'07 12 8'9"8 i8111,11 + 8'0"14 25' (4 R=1335# U=783# DESC. = B7 SEQ = 97566 PLT.TYP.-WAVE DESIGN CRIT=CUSTOMfrPI-2007FT/RT-X%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500 O — V� **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. SHALLNOTBE 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 A553 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 SUITA NG DESND USEER, OF TAHIS S RPI PO990 NENTFOR N p , ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T = STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 15.Opsf _ _ _ _ BC DL 1-0.Opsf BC LL 0.0psf TOT.LD. 55.Opsf REF DATE 05-31-2016 _ - DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 25 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE CONIN )Ob:(K13U=)) /t3arDara tSennen mou Sib / tsts Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1130/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.94 ft. from roof edge. 17'3"13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.94 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. 5'8"6 i 6'2'7 1 5'6"11 - i 5'6"11 i5'8"6 —� 12 a 4.65 22'1"11 1- 8'11"13 - -i 8,4• i 5'8"6 23'0"3 R=1366# U=758# RL=370/-187# W=6" R=1223# U=755# (Rigid Surface) DESC. = B8 SEQ = 97543 PLT. TYP: WAVE DESIGN CRIT=CUSTOM MI-2037FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 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 _ 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 -- PEET TC DL 15.0psf BC DL 1 O.Opsf DATE 05-31-2016 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! CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.Lp, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. z30003 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0° TYPE COMN )D:(Kt$U33b) /Barbara Bennett mt5uajo / ou Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #2 Bat chord 2x4 SP M-30 :B2 2x4 SP #2: Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 17.02 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 17.02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 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. 17'87 -1- 3'3"14—� 6'4" i 5'8"3 5'8"3 -1- 3'3"14 —� 12 Q 4.65 �9"8 I- 20'1"13 97"2 i8'6"5 i3'3"14 R=1252# U=672# RL=450/-167# W=8" (Rigid Surface) DESC. = B9 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMITPI-2007 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 21'0"5 QTY= 1 TOTAL= 1 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 R=1109# U=736# T. STILES - -PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 TIC LL 30.Opsf TIC DL 15.Opsf BC DL - — 1 O.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97507 SCALE=0.2500 REF DATE 05-31-2016 DRWG O/A LEN. 210005 JOB* KB0336 TYPE COMN / L31 U Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 :T2 2x4 SP M-30: Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 17.03 ft. from roof edge. 11'4' I- 5'11"14 i 5'41 V"8 I 181"15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 17.03 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 Or better "T" reinforcement. 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. 7 2 T3 77. "6A 12 4 4.65 �— 5'11"14 5'4"1 7'8"8 —� r 19'0"7 R=1143# U=585# RL=589/-1259 W=8" R=998# U=723# (Rigid Surface) DESC.= B10 SEQ = 97563 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007FT/RT=20%(0%)HO(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 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, 683 D'ONOFRIO T. STILES TIC LL 30.0 Sf p REF DATE 05-31-2016 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 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A - -P E ET - - - - - - O 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. lsoao7 DUR.FAC. 1.25 JOB #: KB0336 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.D�� COMN BUILDING DESIGNER PER ANSI/TPI 1-19%5 SECTION 2. TYPE IOb:(Kt3UJJb) /barDara Bennett Kt3U33b / t311 Value'Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 :T1 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.58 ft. from roof edge. �-- 2'8"2 14'47 �-- 2-8"2 i 774 i7'2"4 , THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 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. 2,8"2 7'2"4 774 —� r 17'0"10 - R=1027# U=575# RL=538/-92# W=8" R=882# U=607# (Rigid Surface) DESC. = B11 SEQ = 97532 PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2D07FT/RT=20%(0%)/1D(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500 O - -- - - - - **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 1-19g SECTION 2. T STILES PEET 1 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TIC DL 15.Opsf BC DL, 10.Opsf BC LL O.Opsf TOT,LD, 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 170010 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYpE COMN JOD:(KbU.5:Sb1 /CarDara Cennett KbUJ;5b / 1:512 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use pur ins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.01 ft. from roof edge. 14'4"7 TV's i6191,15 7'6"8 -i 6715 = 14'4'7 R=882# U=484# RL=433/-74# W=8"15 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16,02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 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. R=727# U=531# DESC.= B12 SEQ = 97760 PLT. TYP.-WAVE DESIGN CRIT=CUST0MrrP1-2007 FTIRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 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.Opsf REF - - - - 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 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL _ 1_5.Opsf _ BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 14D407 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 2845-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE MONO JOD:(NbU.5 ND) /IsarDara tsennett r\bUSJb / bl J Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1 /3012013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.73 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. 6'0"9 "I' 64" 11'4"9 R=719# U=435# RL=362/-60# W=815 (Rigid Surface) 5'4" R=561# U=455# DESC. = B13 SEQ = 97751 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 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 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 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 1-19 5 SECTION 2 . - - - -P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE_ 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 110409 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286.3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" 'TYPE MONO )D:(KbU:ssb) /tsamara I5ennett mtsussts / tf i4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. =3: T 4.1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. I - 4'6"10 -I 3'10"l -� 8'4"11 8'4"11 R=555# U=387# RL=291/45# W=8"15 R=392# U=378# (Rigid Surface) DESC. = B14 SEQ = 97757 PLT.TYP.-WAVE DESIGN CRIT-CUSTOM/rP1-2007FT/RT=20%(0%yI0(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.5000 O - - - - - ••WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI6-91 (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 A553 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 BUILDING DESIGNER, OF THIS A S RPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . STILES -_ _I' E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 1 _5.Opsf_ _ _ BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE _ 05-31-2016 _ DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 80411 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 286-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE MONO )D:(rwy;5 ti) /ttarnara tdennett Kt3u6m / t3i b Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. T 1 R=397# U=339# RL=222/-29# W=8"15 (Rigid Surface) 5'4"13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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. R=220# U=283# DESC. = B15 SEQ = 97750 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2D07FT/RT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 — - - - - - O **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 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 T. STILES _ - P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TIC DL 15.Opsf - - - - BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE _ 05-3.1-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50413 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DURTAC. 1.25 JOB #: KB0336 SPACING 24.0" TYpE MONO IOD:(IKt3U33b) tbaroara tsennen Kt woo / bib Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "136" uses design values approved 1/3012013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. T 0 1 DESC. = B16 PLT. TYP.-WAVE — 2'4"14 R=290# U=353# RL=179# W=8"15 (Rigid Surface) R=24/-53# Rw=33# U=71# DESIGN CRIT=CUST0M/rP1-2007 FT/RT=20%(0%)/10(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. QTY= 1 TOTAL= 1 ���,R- G/ R.I�I� D BR II� NG), P TPI (, PLAT, INSTITUTE, oR �II��. REFER TO HI (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI PLATE INSTITUTE, 583 T STILES TTRUSS R., 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 . P E ET 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 CERTIFICATION 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 # 49200 4175 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PALM CITY, FL 34990 OFF: (772) 286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 150 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 STUART, FL 34994 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER_ PER ANSI1TPI 1-1925 SECTION!). ' REV. 15.01.01C.0610.23 SEQ = 97763 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE _ 05-31-2016 DRWG O/A LEN. 20414 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE MONO /tiamara bennett Kkju336 / L:1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 :T2 2x4 SP M-30: Bot chord 2x6 SP M-26 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 130k a 170# 6084 5'2"9 + 50"2 1 '162'11'�'2"1p'717-J1 - - 5'6'13 1�� 5'2"4 �--- 10'9"4 7'0"9 - - i 107'11 6,4"l 4,5'3 7'0"9 4,4"9 6,3"2 2.75 12 a 2.78 T1 = T2 8 T3 m =1.5x =1.5X4 W3 mT mT N=4X12(A1 W1 =4X12(A1) Rif. NI �+4 1 B1 - 8)2 - 83 5 P„ 7 _ 26,6"12 i 10'9"4 i 7'0"9 197"l1 �{ j 28'5"8 52"9 5'0"2 $2'1"91'2"1A'7"1$1'11"6� 5,5"13 5,2"4 �{ 610 2B 1� 3D�6r7i308a�3oedT-1358{# 61a R=4407# U=2052# W=812 (Rigid Surface) R=4432# U=2063# W=810 (Rigid Surface) 3 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @10.25" O.C. Bot Chord: 1 Row @ 9.25" O.C. 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. Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 10.77 TC- From 91 plf at 10.77 to 91 plf at 17.82 TC- From 91 plf at 17.82 to 91 plf at 28.46 BC- From 20 plf at 0.00 to 20 pit at 28.46 TC- 130.05 lb Conc. Load at 5.22 TC- 162.24 lb Conc. Load at 10.23 TC- 462.71 lb Conc. Load at 10.81 TC- 170.20 lb Conc. Load at 12.94,14.18,15.84 TC- 608.31 lb Conc. Load at 17.78 TC- 131.53 lb Conc. Load at 23.27 BC- 60.68 lb Conc. Load at 5.22,23.27 BC- 287.06 lb Conc. Load at 10.23 BC- 985.95 lb Conc. Load at 10.81 BC- 308.23 lb Conc. Load at 12.94,14.18,15.84 BC- 1358.33 lb Conc. Load at 17.78 "' Page overflow in note placement. (RdNot) DESC. = C1 SEQ = 97742 PLT. TYP: WAVE DESIGN CRIT=CUSTOM MI-2707FT/RT--m%(0%)HO(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 15.01.01 C.0610.23 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 - - - - 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 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 1-1925 SECTION 2, . -PE ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf - - - - BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE _ 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 280508 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE COMN I0D:(r%bUJ.5b) /Isaroara t3ennett Kt51LIs5b / UZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP M-31 :B2 2x4 SP #2: Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. 12'11"7 7'0"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left and right cantilevers are exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.44" due to live load and 0.59" due to dead load at X = 12-11-7. 4W'10 51101,11 44"10 -{- 5'9"13 12'9"9 F_ — is . 1 f— 7'0"12 R=1672# U=989# RL=661-66# W=8"12 (Rigid Surface) 5'10"11 - 44"10 1 69"13 30'1"10 6'11"12 �{ R=1670# U=988# W=8"10 (Rigid Surface) DESC. = C2 SEQ = 97718 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM MI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500 - O ••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 N 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 SUITABIILI DES GNERE OF THIS A S RPI 1COMPONENT FOT OANY N 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES _ P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 30.Opsf TICDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 300110 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DURFAC1.25 .. JOB #: KB0336 SPACING 24.0" TYPE COMN )D:(I\CU,J.50) inaroara nennea mt5u3st) / L;:s Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP M-30: Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :W8 2x12 SP #2: :Lt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC 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. 15,11,10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 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. MWFRS toads based on trusses located at least 7.50 ft. from roof edge. 1'8"11 1 9714 8T'14 I . 6'11"12 1 1'8"11 1 4'2"3 5711 �{ 25'8"11 6.11"12-}-1,8"11 26'8"2 R=1552# U=907# RL=119/-40# W=8"12 R=1403# U=799# W=3"8 (Rigid Surface) (Rigid Surface) DESC. = C3 SEQ = 105089 PLT. TYP: WAVE DESIGN CRIT=CUSTOMlrPI-2007 FTIRT=2D%(096y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 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 D'ONOFRIO DR., SUITE T. STILES TC LL 30.Opsf REF DATE 05-31-2016 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 m PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT- FURNISH A COPY OF THIS. DESIGN -P E ET - - - TO THE INSTALLATIONCONTRACTOR. 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 CERTIFICATION BC LL O.Opsf ROOF & FLOOR TRUSS SYSTEMS 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 # 49200 TOT.Lo. 55.Opsf 4176 MARTIN HIGHWAY O/A LEN. 250910 PALM CITY, FL 34990 OFF: (772) 288-3700 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 DUR.FAC. 1.25 JOB #: KB0336 FAX. (772) 286-4234 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 1--1 STUART, FL 34994 SPACING 24.0" SPEC BUILDING DESIGNER. ERANSI/TPI 25 SECTION ? TYPE )OD:(KbUJ6b) /Barbara Bennett KCU63Jb / U4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP M-26 :B2 2x4 SP #2::B3 2x6 SP #2: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 16.84 TC- From 91 plf at 16.84 to 91 plf at 26.08 BC- From 20 plf at 0.00 to 20 plf at 26.08 PLT- 50.00 lb Conc. Load at (20.17,12.37) PLB- 50.00 lb Conc. Load at (16.35,11.86) Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 16'10"2 20'2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.1201lx3", min. nails Top Chord: 1 Row @12,00" D.C. Bot Chord: 1 Row @12.00" D.C. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. All plates are 3X5 except as noted 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50 soa 5'10"15 9'2"13 i 5'413 37"12 17'0"5 a 2.78 Lb'Z'6 5'4"13 —f — 37'12 3'9"8 i 8' 4'8"5 T "81 12'10"2 1 1 14 }� 6'10"2 5'2"13 16'4"4 R=1527# U=804# RL=154/-36# W=812 DESC. = C4Rigid Surface) PLT. TYP.-WAVE DESIGN CRIT=CI 26'0"15 50C QTY= 1 PLIES= 2 TOTAL= 2 9'8"11 R=1462# U=783# W=3"8 (Rigid Surface) REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,�683 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T . STILES O m5dWITH 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 - - 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 CERTIFICATION 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 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 # 49200 404 SW CAMDEN AVE 4175 MARTIN HIGHWAY PALM CITY. FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 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 STUART, FL 34994 BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. REV. 15.01.01 C.0611.00 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 = 105079 SCALE=0.2500 REF DATE 05-31-2016 DRWG O/A LEN. 250607 JOB #: KB0336 TYPE COMN )OD:(Kbu6Jt5) /tsarDara tdennett KtdU33t7 / UO Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x6 SP #2 :B2 2x4 SP #2: Webs 2x4 SP #3 :W1 2x4 SP #2: :Lt Bearing Leg 2x8 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 11.95 TC- From 91 plf at 11.95 to 91 plf at 22.02 BC- From 20 plf at 0.60 to 20 plf at 11.95 BC- From 20 plf at 11.95 to 20 plf at 15.95 BC- From 20 plf at 15.95 to 20 plf at 22.02 PLT- 50.00 Ib Conc. Load at (15.28,12.56) PLB- 50.00 lb Conc. Load at (191,12.05) 14,81 Wind loads and reactions based on both MWFRS and C&C. - 1Tl1"7 W7" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. 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. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 21'5" W# 10'0"13 12 7 7R 6'8"15 m m o v 0 0 to [7"4 7 4"3 5'6"5 6 8� [7"4 7'4"3 4' 14' 6'0"13 -I — 11'0"2 10'4"14 50# R=1266# U=698# RL=77/-47# W=5"5 R=1261# U=681# W=3"8 (Rigid Surface) (Rigid Surface) DESC. = C5 SEQ = 105082 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM%rPI-2rA7FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 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 T. STILES TC LL 30.Opsf REF 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 E T TC DL 15.Opsf - BC DL 10.Opsf DATE 05-31-2016 - 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 CERTIFICATION # 49200 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 210512 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 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 1-19Q5 SECTION 2 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SPEC )D:(Kt: u�ti) /barDara tjennett Kt1UJJti / L:6 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 :B2 2x4 SP #2: Webs 2x4 SP #3 :W6 2x12 SP #2: :Lt Bearing Leg 2x8 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 8'0"1 19 1872 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. 165 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 D wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 12 ,,, 10'9"5 7" 3 P1 - �— '4"13 �} 8'- T— 65"13 I 7"4 1-- 3'4"13 R=1047# U=627# RL=32/-82# W=5"5 (Rigid Surface) 673 1'4"13 6'9"5 R=1021# U=5809 W=Y8 (Rigid Surface) DESC. = C6 SEQ = 105094 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMITPI-2007FT/RT=20%10%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 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, T STILES TC ILL 30.0 Sf p REF DATE 05-31-2016 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL " TICDL 15.Opsf PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN P E E T O TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE — — BC-DL - - 9 O.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 CERTIFICATION # 49200 BC ILL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 1Bosos PALM CITY, FL 34990 OFF: (772) 288-3700 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 DUR.FAC. 1.25 JOB #: KB0336 FAX: (772) 288-4234 AND OF THIS COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0" SPEC BSUITABILITY UILDING DESIGNER, ERA S RPI 1ON 2- TYPE )D:(KtJU69 Jb) /barDara tsennett KbU6db / Ul THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 61112013) 3 Complete Trusses Required Top chord 2x4 SP #2 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Top Chord: Nail Chord: 1 Row @7Schedule:0.12 @12 min. nails .00" o.c. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. 165 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 D, Repeat nailing as each layer it applied. Use equal spacing wind TC DL=5.0 pat, wind BC DL=5.0 psf. between rows and stagger nails in each row to avoid splitting. Wind loads and'reactions based on MWFRS. Special loads L b D F - - Left and right cantilevers are exposed to wind 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. 129# 5'3" t 9D fo N T 4.1 1 5.3"8 5'3"8 SYS --( um er ur. ac..25 /Plate Dur.Fac. TC- From 92 plf at 0.00 to 92 plf at 5.29 TC- From 46 pif at 5.29 to 46 plf at 9.83 TC- From 93 pif at 9.83 to 93 plf at 15.12 BC- From 20 plf at 0.00 to 20 pit at 3.18 BC- From 10 plf at 3.18 to 10 plf at 9.87 BC- From 20 plf at 9.87 to 20 plf at 15.12 1sw 162# T sz 28.981WConc. Load at 5.25, 9.87 `nnr- I nod of 5 g9 7 55, 9 17 8"14 -�- 1'6"12 -� 1'6"12 fJ ---� 2 15 BC- 68 2I Conc. Load at 3A8 BC- 1773.73 lb Conc. Load at 5.18 BC- 3874.55 I Concad. Loat 7.11 BC- 102.41 lb Conc. Load at 9.87 4'67 4'6'7 15'1"7 373 2 -"r 9 11 -�- 1 1 7 3- "„5� 1'6"12 7 j-- 9 1 -� 1681# "173# 73# 1020 R=5937# U=3166# W=8" (Rigid Surface) 5'3"8 5'3"8 62"15 . I R=3889# U=2206# W=8" (Rigid Surface) 1m n0 io m N N t I DESC. = D1 SEQ = 97766 PLT. TYP.-WAVE DESIGN CRIT=CUST0MrrPI-2D07FT/RT=20%(0%)/10(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 15.01.01 C.0610.23 SCALE=0.5000 XARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. ER 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, 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 _ P E ET - ---- -- - - - CERTIFICATION # 49200 TC DL 15.Opsf BC DL 10.Opsf - - - - - - - - - BC LL 0.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 150107 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 288-3700 FAX. (772) 288-4234 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 BUILDING DES GNERE OF HIS CPI PONES T FOT ON 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW C,AMDEN AVE STUART, FL 34994 SPACING 24.0.. TYPE HIPS