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Home My WebLink AboutTRUSS PAPERWORK - KOST TRUSSProject lnformmf%on: �. Name; J Kost Truss, Inc TODD BALFORT 4175 SW Martin Highway Addmss: Palm City, FL 34990 LYLES RES. (772) 2863700 City, state, Zip: newteent Toncc utr_iiawotwtn_ netreetn o nvctn_wr t nn nc. Al vau��w�a. ,..wr•.rs �,.v.,a.a.,",.v v.", �., �•r• az vws•vn wr•vv. Building Code &Chapter: Computer Program Used: St.sIe-CB'""LY FBC 2017 RES VIEW by Alpine Gravity: 55 psf Roof Total Load Gravity" 55 psf Floor Total Load wind: 170 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 8 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. Note: Furthermore, the responsibility of the undersigned is solely limited to the \\ (.STILES design/ty and use of these tra trusses forany building e truss pis the responsibility of the buonents shown. The ll ding designer. pucF;ys F�� E492 p0 Delegated Engineer: T. Stiles Peet, P.E., S.E. Professional Structural Consultants • �� OP Stiles Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 y / q� 1 1111�IN�\\\\\ 850 NW Federal H y, Suite 1 2 . Stuart, FL 34994 r MomeBASE by Alpina Page 1 of 1 00 d7 N 21'11"10 N .a XCJ5CJ3 D D D D D FJ W N m m TV 10 7' 7' CJ5 CJ5 CJ3 CJ3 J w w 41/ c� 21'11"10 co d7 -� JOB DESCRIPTION: TODD BALFORT KOST TRUSS, INC. O D o JOB ADDRESS: LYLES RES. ROOF AND FLOOR TRUSSES m N Z BUILDER: Fill in later 4175 SW MARTIN HWY ZO O PALM CITY, FL 34990 772-286-3700 Top chord 2x4 SP 2B$61-2.3E Sot Chord 2x4 SP 285011 Webs 2x4 SP #3 Special loads -(Lumber Ourfac =1.25 / Plate Dur.Fac.=1.25) TC: From 93 pit at-2.00 to 93 pit at 7.00 TC: From 46 pit at 7.00 to 46 plf at 11.36 TC: From 93 plf at 11.36 to 93 PH at 20.36 SC: From 4pit at.2.00 to 4plf at 0.00 BC: From 21 pit at 0.00 to 21 pit at 7.27 BC: From 10 pit at 7.27 to 10 pi at 11.09 BC: From 21 pit at 11.09 to 21 pit at 18.36 BC: From 4pit at 18.36 to 4pit at 20.36 TQ 266.43 lb Cone. Load at 7.06, 9.06, 9.30,11.30 BC: 593.531b Cone. Load at 7.03,11.33 BC: 130.271b Cone. Load at 9.06, 9.30 DESC. = Al PLT. TYP.-WAVE .0 2 Complete Trusses Requiredr Nail SChedule:0.120"x3", min. nails Top Chord:l Row @12.00"o,c. BmChord: i Row 4§12.00" o.c. Webs : 1 Row @ 4" o.c. Useequal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, not located within 9.00 it from roof edge, RISK CAT II, EXP C, wind TC DL-5.0 Pat, wind SC DL=5.0 psRGCpi(-/-)=0.18 - Wmd loads and reactions based on MWFRS. Calculated horizontal deflection is 0.20" due to live load and 0.17" due to dead load In lieu of dgid ceiling use pudins to brace BIG-@ 24" oc. Deflection meets U360 We and L240 total load. Creep increase factorior dead load is 2.00 All wind load cases -on this buss have a 1.33 duration factor. xsse as T9"12 2' �� 2' I 70"12 67"4r }-- 2' 1TW41 I 3714 1 774 }-2' ,- Ta••e�-2•0°6 �j1-z•o••s-}- 7'01•s -{ e.« 1. an R=2W8# U=983# W-8" (Rigid Surtace) R=236M U=983# Wes" (Rigid Surface) 2 PLIES= 2 TOTAL= 4 REFEBTOHIB-91(HANDLINGINSTAWNG AND BRACING), PUBLISHED BY TPI (TRUSS... INSTITUTE�583 MV T. STILES TC ILL. 30.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 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- FURNISHA 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 WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGNCONFORMS WTH 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 OTHERWSE LOCATED ON THIS PEET pE#49200 CA#27788 TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DATE 05-13-2019 DRWG CK O/A LEN. 180406 DUR.FAC. 1.25 JOB At: 7745 PALM CITY, FL 34990 772-286-3700 .� DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAW NO 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 ei 111 niun nvnruvP PPP eucvroueoec eFrnnu o 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE HIPS V Top chord 2x4 SP 2850f-2.3E -" Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SP 93 In lieu of rigid ceiling use pudins to brace BC ® 24" oc. Deflection meets 1J360live and 1240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.501L from mof edge. 170 mph wind, 15.00 it mean hgt,'ASCE 7-10, CLOSED bidg,'not located within 9.00 8 from roof edge, RISK CAT it. EXP C. wind TC DL=5.0 pal, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on both MWFRS andCBC. 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 San y 1-- 37-10 —j— 3T— 1 1 65' NS F8"-P9"3 1--2' i 929 I 9'2'3 1 2'---{ R=1232# U=708# RL=2131.213# W=8" R=1232# U=70M W=B° (Rigid Surface) (Rigid Sudace) DESC.= A2 SEQ = 25366 PLT. TYP: WAVE DESIGNCRIT48C 711EWPI404"Inl A%(M)nh) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.2500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING G AND BRACING. REFER TO HIS-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI( TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF KOSF TRUSS, INC. ROOF AND FLOOR TRUSSES 41755W MARTIN HWY 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 HAVEA PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH 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 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 200A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PEET PE#49200 CA#27788 TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.OpSf DATE 05-13-2019 DRWG CK O/A LEN. 180406 DUR.FAC. 1.25 JOB #: 7745 PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-L THE SEALON THIS DRA`MNG INDICATESACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIOTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI I-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE HIPS Top chord 20 SP 28501-2.3E - Bat Nord 2x4 SP 28501-2.3E Webs 2x4 SP 93 In lieu of rigid ceiling use pudins to brace BC 0 24' oe. Deflection meets L/360live and 1240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based an trusses located at least 7.50 R. from roof edge. DESC. = A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYUU I 170 mph wind, 15.00 R mean hgL ASCE 7-10, CLOSED bldg, not located within 9.00 R from roof edge, RISK CAT II, EXP C. Wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wad loads and reactions based on both MWFRS and CBC. Bottom chord checked for 10.00 psf non -comment live load. All wind load rases an this buss have a 1.33 duration factor. 929 i 9'29 � 4'S"6 i 4'W13 4'8'13 -1 4'511 I i 3.9.6 1 4'W13 -i 4'8713 -{ 3'9'6— i �{ R=1232# U=714# RL=2151-215# N-8' (Rigid Surface) i-2'--j R=1232# U=710 W`-W (Rigid Sudan) i I Ramr_1 1r_11.r an,� n�.eena n�.ae. a. n„ «.� .aa �,.a. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Ops REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY D'ONOFRIO DR., SUITE 200, MADISON. W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -'IMPORTANT" FURNISHA RESPONSPY OFIBLE FORHIS IANY DEVIATION FROMTO THE ITHIS DESIGN; NY FAILON CONTRACTOR. URE TO BUIINE LD THE TRUSSES IN CON RMANCEERED PRODUCTS. INC. SHALL NOT E WTH TPI; OR FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND WI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS pEET PE#49200 CA#27788 TC OIL15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-13-2019 DRWG CK O/A LEN. 1804M DUR.FAC. 1.25 JOB #: 7745 PALM CITY, FL 34990 772-286-3700 DESIGN. POSITION CONNECTORS PER DRAWNGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI?PI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart. FL 34994 SPACING 24.0" TYPE COMN JOD:\ I /4D) I I V UU 6HLY V R I I ITJ I U nm uvvo. rncmncu or Top chord 2x4 SP #2 170 mph wind. 15.00 It mean hgt, ASCE 7-10. CLOSED bldg. not located within 9.00 ft from roof edge. RISK CAT If. EXP C. Bol chord 2.4 SP 28501-2.3E wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(H-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use puffins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1360INS, 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. .nse un xv I^ T5.12 1 2'9"15 2.9.15 2'a-3 �{ 5'S'4 I— 11'S 8'10'a ---2'9"3 e44 m )m R=4760 U=542# VJ--11.5 R-463# U=234# (Rigid Surface) DESC. = HJ10 SEQ = 25359 PLT. TYP.-WAVE DESIGN CNn-rBCA17REGm`I3014"MT.21'µ0%yID0) QTY= 4 TOTAL= 4 REV. 17.02.02B.0123.11 SCALE=0.5000 WARNING' TRUSSES TRUSSES REQUIRE EATREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HZ1(HANDLING INSTALLING AND BRACING, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 T. STILES TC LL 30.0 sf p REF KOSF TRUSS, INC. ROOF AND FLOORTRUSSES 4175 SW MARTIN HWY D'ONOFRIO DR., SUITE 200. MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS pEET pE#49200 CA#27788 TC DL 15.Opsf BC DL 1O.Opsf BC LL O.Opsf TOT.LD. 55.0pSf DATE 05-13-2019 DRWG CK O/A LEN. 91013 DUR.FAC. 1.25 JOB #: 7745 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 SUITABJUTY AND USE OF THIS 199FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE COMPONENT BUILDING DESIGNER. PER ANBIRP-SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE HIP JACK Top chord 2x4 SP 2850f-2.3E - Bot chord 2x4 SP #2 In lieu of rigid ceiling use pudins to brace BC Q 24- oc Deflection meets U360 We and L240 total load. Creep increase factorfor dead load is 2.00. All wind load eases on this Drugs have a 1.33 duration factor. 12 w -(- 5 C71 G,3X5(F1 T, 14 1 111 i _ e, a 3 12 F 1' R=52W U=1173# RL=269/-091{ W-W (Rigid SDEID.) R-50 Rx=166# W51# NAMED R=159# R�r-427# U=1519 NAILED h rns uvw.rnernncu ar mcrLrlwc ��Duwlmvcn rnwn.a.rnvia 170 mph wind, 15.00It mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It. EXP C, wind TC DL=SB psf,wmd BC DL=5.0 psf. GCpi(-/-)=0.18 VVlnd loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf nonconcvnent live load. Shim all supports to solid bearing. DESC. = CA SEQ = 25353 PLT. TYP: WAVE DESIGN Csn-rscmlmEartPLml4"ATnm+q"xNOrs QTY= 8 TOTAL= 8 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, 593 STILES T. STIL TC LL 30.Opsf REF DATE 05-13-2019 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 CEIUNO "T" IMPORTANFURNISH 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, HANDUNG,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 SHOWM.THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI I-1995 SECTION 2. PEET PE#49200 CA#27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.0psf BC OIL 10.Opsf BC LL 0.0psf TOT,LD. 55.Opsf DRWG CK O/A LEN. 1 DUR.FAC. 1.25 JOB*7745 SPACING 24.0" TYPE JACK f JOD:(/ 140) / I UUU td/ALYUK I I W 3 Top chord 2x4 SP #2 But chord 2x4 SP #2 In lieu of rigid ceiling use pur ms to brace BC @) 24' oc. Deflection meets 11360live and 1-/240 total load. Creep increase factor for dead load is 2.00. All wind load rases on this buss have a 1.33 duration factor. r T 1 — a. R=45W U=4690 RL=2251463# N-8' (Rigid Surface) I f11J UVVV. r 170 mph wind, 15.00 0 mean hgt. ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C. vend TC DL=5.0 psf, vrind BC DL=5.0 psf. GCpi(-/-)=0.18 Wnd loads and reactions based on both MWFRS and CBC. Boltom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. R=740 U=1310 NAILED ro 6 3' R=43# Rvr--50# U=11# NAILED DESC. = CJ3 SEQ = 25355 PLT. TYP.-WAVE DESIGN CNT-FSC mESRPI- 14 FTIRT.301SMINDNI QTY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, I NSTALLI NG AND BRACI NG. REFER TO HIS-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 STILE T. S TO LL 30.Opsf REF DATE 05-13-2019 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 41755W MARTIN HWY D'ONOFRIO DR., SUITE 200. MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISHA INC. SHALL NOT E COPY OF THIS DESIGN 70 THE RESPONSIBLE FOR ANY DEVIATION FROM ITHIS DESIGN: ANY FAIL ON CONTRACTOR. ALPINE RE TO BUILD THE TRUSS ENGINEERED PRODUCTS S 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 21)GA ASTM A653 GR40 GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS pEET pE#49200 CA#27788 TO DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DRWG CK O/A LEN. 3 DUR.FAC. 1.25 JOB#: 7745 - PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 16OA-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI I-1995 SECTION 2. 850 NWFederal Hwy, Suite 172 Stuart FL34994 SPACING 24.0" TypE JACK Top Nord 2x4 SIG #2 Bol chord 2x4 SP #2 In lieu of rigid ceiling use purling to brace BC @ 24° oc. Deflection meets LJ360live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load ..as on this buss have a 1.33 duration factor. 11 R=5310 U=462# RL=282/-77# W--8- (RigidSurtace) I HIb UWG. FKI,V LUtlT IRe/LLFINe JUt1 UtD1bNtKrKUbKRAlrnum I IhUbbmrnDLXTVUI 170 mph wind, 15.00 0 mean hgL ASCE 7-10. CLOSED bldg, not located within 4.50Itfrom roof edge, RISK CAT It. EXP C. wind TC DL=5.0 psf, Wlnd BC DL=5.0 psf. GCpi(-/-)=0.18 Wnd loads and reactions based on both MWFRS and CBC. Bottom chord checked for 10.00 psf non-concurtent live load. Shim all supports to solid bearing. R-176# U=242# NAILED ti R=88# U=3# NAILED DESC.= CJ5 SEQ = 25354 PLT. TYR-WAVE DESIGN CRiT•reCx9RE&I HINT•m%GINYINDI QTY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91(HANDU NO INSTALLING AND BRACING), PU BUSHED BY TPI(TRUSS PLATE INSTITUTE, 583 C I T. STILES TC LL 30.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY IYONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCWRAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. IMPORTANT" FURNISH A COPY OFTHIS 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 WTH 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 BALM. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PEET PE#49200 CA#27788 TC DL 15.0psf BC DL 10.Opsf BC LL O.OpSf TOT.LD. 55.0pSf DATE 05-13-2019 DRWG CK O/A LEN. 5 DUR.FAC. 1.25 JOB #: 7745 PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 16DA-Z.. THE SEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI I-1995 SECTION 2, 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE JACK Top chard 2x4 SP #2 But chard 2x4 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Degeclion meets L/360 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. I nIa uvv�. rrtmwccu or Inc nvnvc auD ucarorvcn rnwrw.rn.,i. 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof. RISK CAT II, EXP C, wind TC DL=5.0 Pat, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Wnd loads and reactions based on bath MWFRS and CSC. Bottom chord checked for 10.00 psf non-conwnent live load. Shim all supports to solid bearing. MWFRS loads based on busses located at least 7.50 fr. from mof edge. R=266# U=3D7# NAILED I 1 2' iT R=63011 U=471# RL=334/-91# W=-B" R=1300 U=2# NAILED (Rigid Seam) DESC. = E.17 SEQ = 25356 PLT. TYP.-WAVE DESIGN crff-n! 17NEWPI- 14 nmr=anaoxyrgq QTY= 8 TOTAL= 8 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(HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 683 T. STILES TC LL 30.0 psf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 41755W MARTIN HWY 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 PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- FURNISH RE PONSBLE FOR ANY DEVIATION FROM THIS DCOPY OF THIS DESIGN TO THE INSTALLATION ESIGN; FAILURE TO BUILD THE TRUSSES TOR. ALPINE ENGINEERED PRODUCTSIN CONFORMANCEINC. SHALL NOT S WTH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBUSHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PEST PE#49200 CA#27788 TC OIL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-13-2019 DRWG CK O/A LEN. 7 DUR.FAC. 1.25 JOB#: 7745 PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-Z. THE SEALON 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. 850 NWFederal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE EJACK i