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HomeMy WebLinkAboutTrussY 4 Kost Truss, Inc 4175 SW Martin Highway Palm City, FL 34990 (772) 286-3700 Project Information: ----------- - Name: KENNEDY GABRIEL CK2032 Address: GABREIL RES. City, State, Zip: GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter Computer Program Used: FBC 2017 RES — VIEW by Alpine - -------- -- - -------------------- - --- --- ---- Gravity: Gravity: 45 psf Roof Total Load 55 psf Floor Total Load I _ Wind: 170 mph from _ASCE 7-10 — _ _ code This package includes a Truss Index Sheet and 10 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. to the //Note: Furthedesign rmore, the of the truss esponsibility of the udersigned is components shown• solely The su tability and use limited f these ENS� /�� trusses for any building is the responsibility of the building designer. _ �E 49200 * ; 4 _ Delegated Engineer: T. Stiles Peet, P.E., S.E. r '� ' * Professional Structural Consultants STATE OF gyp'• Stiles Engineering Group, Inc.�,',�CRIDP FL Reg Nos: PE#49200 CA# 27788 ( NALEN�'����� 860 NW Federal -Hwy, Suite 172. Stuart, FL 34994 / M I I I \\\\ TEL: 772-223-9883 FAX:772-223-9502 Copy s-� AUG 0 2 2019 ST. Lucie County, Permitting SHOP DRAWING / SUBMITTAL REVIEW APPROVED APPROVED AS NOTED I3 REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY._ tI CONT mm A-r urnMFNSIONSAT JOBSIONSIBLE OTE WITH Architectonic Inc. Fort Pierce, FL 34950 homeBASE by Alpine Page 1 of 1 N N N A. O LL ' N 112 m N_ N OD 11 f 41 Al D 30' O D m Z I ` n O �o' co N ZO " JOB DESCRIPTION: KENNEDY GABRIEL CK2032 JOB ADDRESS: GABREIL RES. BUILDER: Fill in later KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 IOD:(l.t,LU3L) /iVCIV IVCUY UAOKICL 1_t\LU3L / A I Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 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 2.00. / ' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 1.5X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 15, 15, f~ 3' — -i 2' 2' --{— 2' 2' ---{-- 2' ,}-- 2 --�-- 2' --F— 2' --f— 2' - 2' —I— 2' —I— 2' f— 3­---I 30' I-- 3' --1� 2' — +{ 2' -+­ 2' —I— 2' 2' --f — 2' --}-- 2' --�— 2' --�— 2' --J-- 2' --~ 2­-}_ 2' f--- 3­--I I— 2­-{ R=103pif U=100plf RL=10/-10plf W=30' (Rigid Surface) DESC. = Al SEQ = 19889 PLT. TYP: WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 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 TC ILL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 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 PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 30 DUR.FAC. 1.25 JOB #: CK2032 PALM CITY, FL•34990 772-256-3700 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 BUILDING DESIGNER, EP RTA S RPI 1-11995 SECTION 2, PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" ITYPE GABL 10D:(GKLUUZ) /KtNNtUY (3AbKItL UKZUJZ / AZ Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 15, r 7'9"14 i7'2"2 7'2"2 I 10'2"10 �-2­-� R=1617# U=1456# RL=311/-311# W=3" (Rigid Surface) 30' 9'6"13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. 15' T9"14 10'2"10 �I �--- 2' -� R=1617# U=1456# W=3" (Rigid Surface) DESC. = A2 SEQ = 19873 PLT. TYP.-WAVE DESIGN GRIT=FBC2017RESrrPI-2014 FTIRT=20%(0%)J70(0) QTY= 4 TOTAL= 4 REV. 17.02.02B.0123.11 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 TC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 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 P E ET PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 30 DUR.FAC. 1.25 JOB #: CK2032 PALM CITY, FL 34990 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 $UITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0 TYPE COMN JOD:kUI\LUJZ) /I\tINIVtUT l MMMIGL Ur\LUJG / /1J Top chord 2x4 SP #2 Bot chord 2x4 SP 2400f-2.0E Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. I Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 15' 7'9"14 iT2"2 I F11S UWIi. rKtrAKCU tlT I HL ALrIINC JUd UCAIU',NCK YKUUKAIVI VKUM I Kubb mrKb LATUU I 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and CBC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 7'2"2 15, 7'9"14 T2 T2 W 1 12 ,5X7 5X7 5 f_ M i0 `v W2 W T1 T3 W1 =3X7(Al =3X7(A1) CY B1 =5X7 B2 =5X7 61 R=1552# U=975# RL=268/-282# W=3" (Rigid Surface) 30' —1 10'2"10 9'6"13 + 10'2"10 - R=1381# U=733# W=3" (Rigid Surface) DESC. = A3 SEQ = 19882 PLT. TYP.-WAVE DESIGN CRIT=F8C2017RESrrPI.2014FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 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 20.Opsf REF DATE 11-07-2018 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL•34990 772-286-3700 • D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . P E ET PE# 49200 C.A# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DRWG CK O/A LEN. 30 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.0" TYPE COMN JOb:(CK2032) /KENNtUY (3AbKItL UKZU3Z / A4 Top chord 2x4 SP #2 Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 In lieu of rigid ceiling use puffins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. i 7'9"14 10'2"10 f� 2 —� R=1623# U=976# RL=2681-282# W=5"8 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2,00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 15, 1 15' 7'2"2 7'22 T9"14 j _ 30' -I 9'6"13 + 10'2"10 R=1453# U=733# W=5"8 (Rigid Surface) DESC. = A4 SEQ = 19880 PLT. TYP.-WAVE DESIGN CRIT=F8C2017RESrrPI-2014 FTIRT=20%(0%)/10(0) QTY= 6 TOTAL= 6 REV. 17.02.02B.0123.11 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 20.Opsf REF DATE 11-07-2018 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 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 DESODUCTS, INC. SHALL NOT RESPONSIBLE FFORIGN ANY DEVIATION FROMTO THEION TTHIS DESICONTGN; ANRY FAILURE TO BUILD THE ALPINE ENGINEEREDPTRUSSES IN CONFORMANCE E WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2. , P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TICDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DRWG CK O/A LEN. 30 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.0" TYPE • COMA JOD:(GKZU-JZ) /KtIVIVtUY liAbKIti- GKZU32 / AO Top chord 2x4 SP 2400f-2.0E Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 15' i T9"14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. 15' 772 177"2 , i T914 �i 30' I 102"10 + 9'6"13 10'2"10 �{ R=1617# U=1456# RL=3111-311# W=5"B R=1617# U=1456# W=5"8 (Rigid Surface) (Rigid Surface) DESC. = A5 SEQ = 19878 PLT. TYP.-WAVE DESIGN CRIT=FBC20I7RESrrPI-20I4FT/RT=20%(0%)/10(0) QTY= 13 TOTAL= 13 REV. 17.02.02B.0123.11 SCALE=0.1875 "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 , 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 ANSIrrPI 1-1995 SECTION 2. • P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TICDL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 30 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.Ot' TYPE COMN JOb:(UKZUJL) /KtNNL-UY UAbKltL C:KLU3G / b-I THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 2400f-2.OE 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC Bot chord 2x4 SP #2 DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. 6' r 12' s' 6' + 6' 2' i2'~i R=119plf U=140plf RL=14/-14plf W=12' (Rigid Surface) DESC. = B1 SEQ = 19892 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESrrP1-2014 FTIRT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 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 TICLL 20.Opsf REF DATE 11-07-2018 KOST TRUSS, INC. RO F AND FLOOR TRUSSES Q 4175 SW MARTIN H WY PALM CITY,'FL 34990 772-286-3700 . 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 IANY DEVIATION FROMTO THE ITTHIS DESON IGN; ANY FAILURE TO BUILD T EALPINE ENGINEERED PTRUSSES ODUCTSIN CONFORMANCE INC. SHALL NOT E RESPONSIBLE FOR WTH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TICDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT,LD, 45.Opsf DRWG CK O/A LEN. .12 DURYAC. 1.25 JOB #: CK2032 SPACING 24.0" TYPE COMN JOD:(UKZU:5Z) /KtNNtLJY UAt5NItL GKZUSZ / bZ Top chord 2x4 SP 2400f-2.OE l Bot chord 2x4 SP #2 Webs 2x4 SP #3 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 2.00. i 6' 6' 6' 2'� R=713# U=960 RL=167/-167# W=3" (Rigid Surface) 12' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 6' 6' 6' 2' R=713# U=964# W=3" (Rigid Surface) DESC. = B2 SEQ = 19871 PLT. TYP: WAVE DESIGN CRIT=FBC2017RES/rP1-2014 FT/RT=20%(0%)/10(0) QTY= 4 TOTAL= 4 ` REV. 17.02.02B.0123.11 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 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY,'FL 34990 772-286-3700 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC IL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 12 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.0" TYPE COMN IOD:(L:KZUJ/) /KtINIVtUT UAt3KICL UMZU34 / OJ Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 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 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6' 0 fV 4 4 J 6' R=555# U=391# RL=95/-95# W=3" (Rigid Surface) THIS DWG. PREPARED BY I HE ALPINE JOB DtSIGNER PRUGRAM I -RUM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 6' 6' R=555# U=391# W=3" (Rigid Surface) DESC. = 133 SEQ = 19891 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y10(0) QTY= 2 TOTAL= 2 'REV. 17.02.02B.0123.11, SCALE=0.5000 KOST TRUSS, INC. ROQF AND FLOOR TRUSSES 4175 SW MARTIN H WY PALM CITY, FL 34990 772 ,286-3700 , **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; HANDLING. SHIPPING, INSTALUNGIAND BCINGTRUSSES. DESIGN CONFORMS WITH APPLLIICAB ER PROVISIONS OF N S (NATIONAL DESIGN SPECIFFICATION PUUBL SHED BY THE AMERICCAN 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T , STILES P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 11-07-2018 DRWG CK O/A LEN. 12 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.0" TYpE COMN JOD:(L,NZU3Z) /IKtIViNtLJY U/itRVCL Ut\GU3G / V I Top chord 2x4 SP #2 Bot chord 2x4 SP #2 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 2.00. All wind load cases on this truss have a 1.33 duration factor. r 1'11"6 1'11"6 1'11"6 1'11"6 12 =3X5 THIS DWG. PREPARED BY I Ht ALPINE JU13 UtSIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ' 170 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft, from roof edge. R=92plf U=100pif W=3'10"13 (Rigid Surface) 1 DESC. = V1 SEQ = 19876 PLT. TYP.-WAVE DESIGN CRIT=F8C2017RES/rP1-2014 FT/RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=1.0000 **WARNING** TRUSSES EXTREME CARE IN FABRICATING,, SHIPPING, INSTALLING AND REFER TO HIB-91 (HA DLI GUIRE INSTALL INSTALLING AND BRACING), PUBLISHED ABYDLINGTPI (TRUSS PLATE INSTITUTE, 583BRACING. T. STILES TC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY; FL 34990 772-286-3700 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESODUCTSINC. SHALL NOT RESPONSIBLE FFORIGN ANY DEVIATION FROMTO THEION TTHIS DESIGN; ANY FAILURE TO BUILD CONTRACTOR. ALPINE T HE TRUSSES ES IN CONFORMANCE E 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 THETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FIL72 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 31013 DUR.FAC. 1.25 JOB* CK2032 SPACING 240" . TYPE VAL W 100:((-;K2UJZ) /KtNNtUY UA15KltL GKZUJZ / VL Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3'11"6 + 3'11"6 3'11"6 =4X4 3'11"6 R=92plf U=100plf RL=6/-6plf W=7'10"13 (Rigid Surface) DESC. = V2 SEQ = 19885 PLT.TYP.-WAVE DESIGNCRIT=FBC2017RES P1-2014FT/RT=20%(0%)110(0) QTY=1 TOTAL=1 REV. 17.02:02B.0123.11 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC ILL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 " D'ONOFRIO DP.., 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 1-1995 SECTION 2. . P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, 72 34994 IDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 11-07-2018 DRWG CK O/A LEN. 71013 DUR.FAC. 1.25 JOB #: CK2032 SPACING 24.0" TYPE VAL.