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Home My WebLink AboutTrussmtormation: �1V Kost Truss, Inc 4175 SW Martin Highway 0� Palm City, FL 34990 �' (772) 286-3700 10 GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Name: DELAHUNTY CONSTRUCTION CK5255 Address: BAYSINGER CABANA City, State, Zip: Building Code & Chapter., Computer Program Used: FBC 7th Ed. 2020 Res. VIEW by Alpine Gravity., 45 Gravity: psf Roof Total Load 55 psf Floor Total Load Wind. 170 mph from ASCE 7-16 code This package includes a Truss Index Sheet and 9 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. ..�►Ilfll►�.- NN 00 .p STATE OF 44 LOR 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., S.E. Professional Structural Consultants Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 0 . ill � e CoPy HomeBASE by Alpine Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdffactory.com 27'10" ^l N N ti N N 00 C6 F� 27' 10" JOB DESCRIPTION: DELAHUNTY CONSTRUCTION CK KOST TRUSS, INC. O D O JOB ADDRESS: BAYSINGER CABANA ROOF AND FLOOR TRUSSES m N 00 BUILDER: Fill in later 4175 SW MARTIN HWY O " O PALM CITY, FL 34990 772-286-3700 w ` CJ3 CJ5 D N W A4 W N ` w CJ3 CJ5 m m �1 V CJ5 CJ3 � � cn � w CJ5 CJ3 cn ` J w c� JOD:kL,1\0L55) /UtLAF1UIV I Y L:UIVJ I KUU I IUIV I✓K / A] Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 73 plf at -2.11 to 73 plf at 7.00 TC: From 36 plf at 7.00 to 36,plf at 17.67 TC: From 73 plf at 17.67 to 73 plf at 26.78 BC: From 4 pif at -2.11 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 17.64 BC: From 20 plf at 17.64 to 20 plf at 24.67 BC: From 4 plf at 24.67 to 4 pit at 26.78 TC: 216.48 lb Conc. Load at 7.06, 9.06,11.06,12.33 13.60,15.60,17.60 BC: 517.33 lb Conc. Load at 7.03,17.64 BC: 122.41 lb Conc. Load at 9.06,11.06,12.33,13.60 15.60 I HIS UVVI9. NKtNAKED BY I Ht ALI'INt JUC UtSR NrK VKULiKAIVI MUM I KUSS W K'S LAYUU 1 2 Complete Trusses Required Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. -....z -" - Use equal 'spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 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. All wind load cases on this truss have a 1.33 duration factor. 216# 216# 2160 16p 216A+ 218# 216# 7'0"12 -+- 2' -�- 2' i 1 3'� _ `_ 1 3"4-T' ' 2' �I� 2' --+jam- T0"12 -� 7' ,}� T 10T,8" T I- 7 5'4" 5'4" 7 24,8" _ I I` T i 5,4" i 5'4" i 7'�I TO°g 2'0"5 2' -y3"�_ 1,3�-- 4 I 2 - 2-0^6 ter-- - T0"6 SIM 122# z2il 1220 5170 R=2633# U=1283# W=8" (Rigid Surface) R=2633# U=1283# W=8" (Rigid Surface) DESC. = Al SEQ = 51156 PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED202NfP1-2014FTIRT-20%(0%N10(0) QTY= 2 PLIES= 2 TOTAL= 4 REV. 20.02.01A.1209.11 SCALE=0.2500 KOST TRUSS, ING._ ., _ ,_ ,.,.,. ROOF AND FLOOR TRUSSES - 4175 SW MARTIN HWY 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 F,�ILURE 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. T . STILES P E ET _ - -_ ". _ PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.0 sf P TC DL 15.Opsf BC DL 10.Opsf �� ""_" ' BC LL O.Opsf TOT.LD. 45.Opsf REF DATE DRWG 07-14-2021 _ - _ _ L. , CK O/A LEN. 240800 DUR.FAC. 1.25 JOB #: CK5255 SPACING 24.0" TYPE HIPS 7D:(l.r\0Z30) /UtLAr1UI14I T L:UIV.7 I NUG 1 IUN GI%/ AZ - THIS DWG. PREPARED BY THE ALPINEJOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 SP 2850f-2.3E 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, Bot chord 2x4 SP #2 wind TC 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. Wind loading based an both gable and hip roof types. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" Do. ___ _ -• - ,1.., .__:.. •_.,_: -•.. _ w. Deflecdion meets.U360.liue and.L[240 total load. Creep increase factor for dead load is2.00. All w nd load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 9' 6'8" 9' 1 4'9"14 -{— 472 i6'8" i 4'22 + 4'9"14 +� 9' ♦~ 2' —"I R=12991E U=1044# RL=215/-215# W=8" (Rigid Surface) 24'8" 6'8" 9' 2' R=1299# U=1044# W=8" (Rigid Surface) DESC. = A2 SEQ = 51148 PLT. TYP: WAVE DESIGN CRIT=FBC7rHED20201TPI-201AFT/RT=20%(0%)l10(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.11 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 TICLL 20.Opsf REF KOST. TRUSS, INC. _ _ _-_ ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY D'ONOFRIO DR., SUITE 20D, 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 C014FORMANCE WITH TPI; ORFABRICATING, 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 E T _ PEE# 49200 CA# 27788 TIC DL 15.Opsf BC DL 10.Opsf _ _ BC LL O:Opsf TOT.LD. 45.Opsf DATE DRWG 07-14-2021 _ _ CK _ O/A LEN. 240800 R.FAC. 1.25 DUACING JOB #: CK5255 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, 72 34994 SP24.0" TYPE HIPS /UtLArlUIV 1 T UUIVJ I KUL, I IUIV L \ / A3 Top chard 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRUM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection.meets-L/360.Iive 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. 11' 2'8" 69"14 5'72 --— 2'8" 5'2"2 69"14 24'8" 1- 69"14 i5'2"2 1 2'8" i 57"2 i5714 2'----� R=1299# U=930# RL=247/-247# W=8" (Rigid Surface) f--2'----1 R=1299# U=930# W=8" (Rigid Surface) in m En DESC. = A3 SEQ = 51149 PLT. TYP.-WAVE DESIGN CRIT=FBCTrHED2020/rP1-2014 FT/RT=20%(0%u10q QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.11 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 TICLL 20.Opsf REF DATE 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/rPI 1-1995 SECTION 2. . P E ET _ PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TICDL 15.Opsf BC DIL _ 10.Opsf BC ILL O.Opsf TOT.LD, 45.Opsf DRWG 07-14-2021 CK O/A LEN. 240800 DUR.FAC. 1.25 JOB #: CK5255 SPACING 24.0" TYPE HIPS JOD:(L:KOZOO) /UtLA1-IUN I Y L;UNS I KUU I IUN L;K / A4 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Wind loading based on both gable and hip roof types. 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— 6'5"14 8'5"4 i-- 2-� R=1295# U=855# RL=268/-268# W=8" (Rigid Surface) 12'4" 5'10"2 24'8" T9"7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use puffins to brace BC @ 24" oc. —.Deflectionmeets. L/360live .and.U240 total load -Creep increase factor for dead load is.2.00.:: MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5'10"2 12'4" 6'5"14 �1 8'5"4 -I I-- 2' --I R=1295# U=854# W=8" (Rigid Surface) DESC. = A4 SEQ = 51150 PLT. TYP.-WAVE DESIGN CRIT=FBCTrHED2020RPI-20I4FT/RT--20%(0%)/I0(0) QTY= 2 TOTAL= 2 REV. 20.02.01A.1209.11 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 STILES T TC LL 20.Opsf REF DATE . KO$T TRUSS, INC_._,_,_. ,. - ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-296-3700 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 TRUSSESiN,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 _ -- _•x'i�c- PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.Opsf BC DL 10.Opsf - __ _ _ BC LL 0.0pSf TOT.LD, 45.Opsf DRWG 07-14-2021 __ _ _ _ _ CK ' O/A LEN. 240800 DUR.FAC. 1.25 JOB #: CK5255 SPACING 24.0" TypE COMN JOD:(UKOZ00) /UtL.AMUN I Y UUNJ I KUI; I IUN UK / NJ] U I H15 UWG. PREPARED BY THE ALPINE JUB Utsl(iNtK VKUGKAM t-KUM I KUss MFK'8 LAYUU I Top chord 2x4 SP #2 Special loads Bot chord 2x4 SP #2 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs 2x4 SP #3 TC: From -0 plf at -2.91 to 71 plf at -0.08 TC: From 2 plf at -0.08 to 2 plf at 9.90 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, BC: From 0 plf at -2.91 to 4 plf at -0.08 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC: From 2 plf at 0.00 to 2 plf at 9.90 TC:-133.18 lb Conc. Load at 1.48 .. Wind loads and reactions based on MWF.RS-._. .. :... . ... . .. ....... ... .. - TC: 110.921b Conc..Load at.4.31 TC: 275.22 lb Conc. Load at 7.13 Wind loading based on both gable and hip roof types. BC: -14.82 lb Conc. Load at 1.48 BC: 84.59 lb Conc. Load at 4.31 (J) Hanger Support Required, by others BC: 173.77 lb Conc. Load at 7.13 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. .13M 111W Right end vertEM+ not exposed to wind pressure. �- 1'5"12 2'9"15 2'9"15 I 2'9"3 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrentlive load. All wind load cases on this truss have a 1.33 duratipfl factor. 5'4"9 + 4'64 9'101,13 9'9"13 i 2'9"15 i 9'9"13 1'5"12 -+f 2715 -150 R=473# U=577# W=11"5 (Rigid Surface) 2'9"15 i2'9"3 1740 R=395# U=251# H=H1 DESC. = HJ10 SEQ = 51155 PLT. TYP.-WAVE DESIGN CRIT=FBC7THED202DrrPI-2014 FT/RT=20%(D%u1D(0) QTY= 4 TOTAL= 4 REV. 20.02.01A.1209.11 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 DATE KOST TRUSS, INC.. - .. - ' "`- ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A 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, FL 34994 TC DL 15.Opsf BC DL 1 O.Opsf •' • - , _ BC LL :O.Opsf TOT.LD. 45.Opsf DRWG 07-14-2021 - __ _ _ - - -_ CK O/A LEN. 91013 DUR.FAC. 1.25 JOB #: CK5255 SPACING 24.0" ITYPE HIP JACK Job:(CK5255) /DELAHUNTY CONSTRUCTION CK / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 2850f-2.3E 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use pudins to brace BC @ 24" oc. All,wind load cases on this truss have:aJ 33.-Auratioa:factor. ,_ ; ,,; ,r, „. .;,I ;•„_ t,�.,, y. Deflection meets U3&Glive �and,IJ240 total load. Creep increasefactor for dead load is 2.00. - • -:. c• ... . T l R=-144# Rw=509# U=178# NAILED 1 1 2' R=429# Rw=461# U=1244# RL=270/-50# W=8" (Rigid Surface) R=35# Rw=141# U=43# NAILED DESC. = CJ1 SEQ = 51151 PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED2D=P1-2014FT/RT=] %(0%y10(0) QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.11 SCALE=1.0000 KOST TRUSS, INC.. _ _ ROOF AND FLOOR TRUSSES J 4175 SW MARTIN HWY **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING,, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 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 T. STILES P E ET _ _ PE# 49200 CA# 27788 TC LL 20.0 sf p TC DL 15.Opsf BC DL 10.Opsf BC LL O.OpSf TOT.LD. 45.Opsf REF DATE DRWG 07-14-2021 CK O/A LEN. 1 DUR.FAC. 1.25 JOB #: CK5255 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIrrPI 1.1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" ITYPE JACK Job:(CK5255) /DELAHUNTY CONSTRUCTION CK / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on both MWFRS and CBC. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. .:•All:wind load cases on. this. truss. have a 1.33-duration factor. - !--:tea::: ,.:.. - =•. ...Deflection meets L/360:live and L1240.total load. Creep increase factor -for dead load:is:2A0 3' 2' R=369# U=574# RL=276/-65# W=8" (Rigid Surface) R=55# U=136# NAILED R=42# Rw=55# U=12# NAILED DESC. = CJ3 SEQ = 51152 PLT. TYP: WAVE DESIGN CRIT=F8CTTHED2020rrP1-2014FT/RT--20%(0%)H0(0) QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.11 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 TC LL 20.Opsf REF DATE 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, AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI III nlMr- nrCIr.MRR oGR AMQIrrol I_10— co Tlnnl 9 P E ET __ PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.Opsf BC DL 1 O.Opsf _ BC LL ` ` O.OpSf TOT.LD. 45.Opsf DRWG 07-14-2021 CK O/A LEN. 3 DUR.FAC. 1.25 JOB #: CK5255 SPACING 24.0" TYPE JACK JOD:kUM0000) /UtLANUIV 1 Y UUNJ I KUL; I IUN UK / UJO -THIS DWG. PREPARED BY THE ALPINE.IOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-16, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, Bot chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. _.All.wind load cases•pn this truss.have.a.1.33 duration factor�::_ ... ra_ .:. __,, ...,�z.,,,.- ,_ :• ._ _..- - ..,.::... , ;:,,,,,�:+-: .......Deflection meets U360.live.and:U240 total load..Creep increase factor for dead load is 2.00: , 2' -I R=434# U=580# RL=361/-79# W=8" (Rigid Surface) R=138# U=280# NAILED rV <V M 5' -I R=87# NAILED DESC. = CJ5 SEQ = 51153 PLT. TYP.-WAVE DESIGN CRIT=FBC7rHED2020rrP1-2014FTIRT=20%(0%)/10(0) QTY= 8 TOTAL= 8 REV. 20.02.01A.1209.11 SCALE=0.7500 **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 20.0 sf p REF KCST TRUSS, INC.,—,— _ ROOF AND FLOOR113USSES 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 SHALLHAVEPROPERLY 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 {N;CONFORMANCE WITH TPI; OR FABRICATING, HANDLING; SNIPPING, 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 DRWG 07-14-2021 CK O/A LEN. 5 DUR.FAC. 1.25 JOB #: CK5255 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 BSUITALITY UILDING DESIGNER,DUSE OF THIS PER S COPONENT SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE JACK )b:(GKb2bb) /ULLAMUNI Y UUN51 RUGTIUN GK / EJ7 Top chord 2x4 SP 2850f-2.3E Bot chord 2x4 SP #2 Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non -concurrent live load. All, wind. load cases. on this truss have, a.t.33 duration.factor... tt••.=..._- _.. _ T 2' R=516# U=581# RL=424/-93# W=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 7-16, 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 CBC. In lieu of rigid ceiling use puffins to brace BC @ 24" oc. -—Deflection. meets U360 live.and.U240 total load. Creep increase factor for.dead load -is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=216# U=371# NAILED m io w 0 -v R=122# NAILED DESC. = EJ7 SEQ = 51154 PLT. TYP -WAVE DESIGN CRIT=FBC7THED2020rrP1-2014 FT/RT=20%(0%y10(0) QTY= 14 TOTAL= 14 REV. 20.02.01A.1209.11 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..,_. -RESPONSIBLE 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 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 IDL 15.Opsf BC DL 10.Opsf BC LL - 0.Opsf TOT.LD. 45.Opsf DATE DRWG 07-14-2021 CK O/A LEN. 7 DUR.FAC. 1.25 JOB #: CK5255 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 BUILDING DESIGNER, PER ANSIIrPI 1-11995 SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE EJACK