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HomeMy WebLinkAboutTrussOFFICE USE ONLY: DATE FILED: PERMI # 1905-0366 REVISION FEE: RECEI PF PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING P PROJECT INFORMATION RECEWL-D LOCATION/SITE JUL 10 2020 ADDRESS: 9431 Ocean Dr Jensen Beach, FL 34957 ST. Lucie County, Permitting DETAILED DESCRIPTION OF PROJECT REVISIONS: Truss drawing to be added to the existing revision processed on 7/6/2020 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1505177 BUSINESS NAME: The W Group, Inc QUALIFIERS NAME: Thomas J Flynn ADDRESS: 1409 SW Albatross Way CITY: Palm City STATE: FL PHONE (DAYTIME): 772-220-1930 OWNER/BUILDER INFORMATION: NAME: Island Village ADDRESS:9431 Ocean Dr CITY: Jensen Beach PHONE (DAYTIME: _ STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: Kelly & Kelly Architects ST. LUCIE CO CERT. #: FAX: FAX: ZIP: 34990 ZIP: 34957 ADDRESS: 119 SW 6th St CITY: Stuart STATE: FL ZIP: PHONE (DAYTIME): 772-283-3492 FAX: SLCCC: 9123109 Revised 06130117 4wir '�� J `� '�° —Project Information: — - j Name: Kost Truss, Inc THE W GROUP 8084 � 4175 SW Martin Highway Addross:ISLAND VILLAGE CLUBHOUSE Palm City, FL 34990 _._ ____ __ _._ _ ..___._.___._.._w (772) 286-3700 c►ry srara, Zip: i GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. --` --f Computer Program Used,�--VIEW b Alpine �. FBC 2017 RES p i Gravity: Gravity; 45—� psf Roof Total Load _ es psf Floor Total Load Wind.,—._--170-- mph from . ASCE 7-10 _ 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 61 G15-31.003 of the Florida Board of Professional Regulations. -K s\C E N F���',�i 200 r STATE OF %4 o�Fd' 4 OR I O A,-" 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 $50 NW Federal Hwy, Suite 172. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 RECEIVED JUL 10 2020 ST. Lucie County, Permitting HameBME by Aiprno Page 1 of 1 24'8" 0 0 i w n N CJ3 E Cj w Uf CJ3 CJ5 CJ5 2 A2 A3 m G m r (4�LS1 C ;(7 Z Cn a A3 A2 Al 2 CJ5 CJ5 CJ3 CJ3 n w E. �- 4+ 24'8" -p O G) m 0 pop 0 m Z O JOB DESCRIPTION: THE W GROUP 8084 JOB ADDRESS: ISLAND VILLAGE CLUBHOUSE BUILDER: Fill in later KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 =(tSu64) / I hlt VV UKL)U V 61.11s4 / Al 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 72 pif at -2.00 to 72 pif at 7.00 TC: From 36 pit at 7.00 to 36 pif at 17.67 TC: From 72 ptf at 17.67 to 72 pif at 26.67 BC: From 4plf at -2.00 to 4 pit at 0.00 BC: From 20 plf at 0.00 to 20 pif at 7.03 BC: From 10 ptf at 7.03 to 10 pif 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 plf at 26.67 TC: 281.64 lb Conc. Load at 7.03,17.64 TC: 214.46lb Conc. Load at 9.06.11.06,12.33,13.60 15.60 BC: 439.03 lb Conc. Load at 7.03,17.64 BC: 121.16lb Conc. Load at 9.06,11.06,12,33.13.60 15.60 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS 2 Complete Trusses Required F==5 Nall Schedule.0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgI. ASCE 7-10, CLOSED bldg. not located within 9.00 0 from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In Geu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection meets L1360 five and U240 total load. Creep increase factor for dead load is 200. A0 wind load cases on this truss have a 1.33 duration factor. 2929 ` 21 21a� 21a� 292a r 4. 7'016 - . 2'0-6 -T- 2' . _ y - _ 13'4 n I_ 2' --T2'0"6 -'T - 7'0'6 -j 7 108i 7 r- 7' 64' 1 54- i 7 -+{ 24.8' I- 7 - .I 5.4• -1 64• 1T ,1 I-- 2' --1 I-- z -. 2'0.6 2' + 13.4 134 2' --- j 2'0.6 70-6 � { 121• 121 12T. d34/ 121D i2l8 4390 R=25970 U=159D# W=8' (Rigid Surface) R=2597# U=159D# W=8- (Rigid Surface) DESC, = Al SEQ = 40829 PLT. TYP.-WAVE eESMCRR=FBC2017RE5nP1.2014FT1RT=ZYA((rAV10(0) CITY= 2 PLIES= 2 TOTAL= 4 REV. 17.02.02B.0123.11 SCALE=0.2500 BRACING. "WARNING" TRUSSES REFER TO HIB-9 (HANDLINGI IINSTRE ALL NG AND BRACING). PUBLISHED BYCARE IN FABRICATING, TPI(TRUSS PLATE INSTITUTE, T. STILES TC LL 20.Opsf REF DATE 07-06-2020 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 DESTOR. ALPINE ENGINEERED PRODUCT. INC. SHALL NOT RESPONSIBLE ORIGN ANY DEVIATION FROM THIS DESIGN;TO THE INSTALLATION ANY FAILURE TO BUILD THE TRUSSES S N 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 DRAWNGS 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 ANSIfTPI 1.1995 SECTION 2. P E ET PE# 49200 CrA# 27788 850 NW Federal Hwy, Suite 172 Stuart FL 3499a TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT,LD. 45.Opsf DRWG CK O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 8084 SPACING 24.011 TYPE HIPS 7D:(?JUt14) I I.1t VV LiKL)UN t$UU4 / AZ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 2850f-2.3E :T2 2x4 SP #2: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT it, EXP D. Bot chord 2x4 SP #2 wind TC DL=5.0 psi. wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on both MWFRS and CBC. In lieu of rigid ceiling use purlins to brace BC @ 24' oc. Deflection meets U3801ive and L/240'total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 9' sa" -I- s• --4'10'14 4'1"2 {- 8'6" 4'1"2 f 4'10"14 �{ o6xe O -5x7 4 ©" T1 w �1.SX4 W2 W2 1.SX4 W3 T1 Wt �'4X4(A2=3X5(A1) 91 �Sx7 =sX7 83 9' I-- 2' --I R=1282# 11=1132# RL=2031-203# W--S" (Rigid Surface) (-- 2 ---1 R=12824 U=11329 W=8" (Rigid Surface) DESC. = A2 SEQ = 40826 PLT. TYP: WAVE 0ES:GNCRr=F6C2017RESnPF20t4FTMT-20X0%Y1L(01 o QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.2500 KOST TRUSS, INC. 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 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HTAVE ICES 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 ANSItTPI 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 07-06-2020 DRWG CK O)A LEN. 240800 DUR.FAC. 1.25 JOB #: 8084 SPACING 24.0" TYpE HIPS )D:(tSUtIA) 1 I I -It VV UKUUI- tSU641 AS Top chord 2x4 SP #2 :T1 2x4 SP 2850f-2.3E: Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Deflection meets L/360live and L/240 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. 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 D. 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. 11'1 za. 1 11' . I 5'1'2 1 2'8"----1 5'1'2 510'14--�{ I i 24'8' I 5'10.14 —L 51'2—1r—T8'— j 5'1-2 1 610'14 —{ �-- Y _.i 1-- 2• _..I R=1282# U=1117# RL=2331-233# W=8' R=1282# U=1117# W=8' (Rigid Surface) (Rigid Surface) DESC. = A3 SEQ = 40834 PLT. TYP.-WAVE DEUGHCRli=FBC2017RE5lrP1-2014FIIR7-2Q%(Q%Y10{Or QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=0.2500 KOST TRUSS; INC. 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. 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 INSTALLATCTOR. ALINE ENGINEERED PRODUCTS. INC. SHALL 140T RESPONSIBLE FOR ANY DEVIATION FROMION TTHIS DESICONTGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE E WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALUNG AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 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 TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 07-06-2020 DRWG CK O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 8084 SPACING 24.0" TYpE HIPS IOD:(6Ut54) / I tit VV UKUUV t5UU4 / A4 Top chord 2x4 SP 2850f-2.3E :T2 2x4 SP #2; Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use puriins to brace BC @ 24" oc. Deflection meets U360 rive and L/240 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. 12W 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and CSC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 12W i 6'6"14 + 59.2 1 69"2 + 66'14 �{ i— 6'S15 I— 2' --i R=1282# U=1091# RL=254/•254# W=8' (Rigid Surface) 24'8- T8'3 i 815"15 . b 1-- 2• —"1 R=12820 U=1091# W=8" (Rigid Surface) t 1 DESC. = A4 SEQ = 40818 PLT. TYP.-WAVE CEMNCRIT=FaC201TRESrTPL2014FT/RT=?Mb(0%y10(0) QTY= 11 TOTAL= 11 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 20.0 sf P REF DATE 07.06-2020 . KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 D'ONOFRIO DR.. SUITE 200, MADISON. Al. 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 THCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT RE PONSIBLIE FFORIGN ANY DEVIATION FROM TTO THEOHIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 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 ANSVTPI 1-1995 SECTION 2. . P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 S Suite FL 34994 I DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DRWG CK O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 8084 SPACING 24.0" TYPE COMN )D:(ISUt34) / 1 Mt VV UKUUV UU541 t1J11U Top chord 20 SP #2 Bot chord 2x4 SP 2850f-2.3E 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. �5 1 DESC. = HJ10 PLT. TYP: WAVE 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 v4thin 9.00 it from roof edge, RISK CAT It. EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+d-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load eases on this truss have a 1.33 duration factor. axu :ra m� —1'4-8--T2•9-15 z•9•15+ z9.10�{ f 65'11 4'4.5 R=67# U=44# NAILED N f` IV M 9.8'9 f 2.9-15 �— 1-4-a It 2'9"15 2'9'15 X9110 +{ t,8 tl� 1728 R=468# U=6507 W=10'9 R=318# U=2270 NAILED (RigidSuAare) KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 e£SMU QTY= 4 TOTAL= 4 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 INSTAI r Mr. ANn RPAMMr. nF TRI MQ= nFcirtJ cnNFnaeec ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS 3ITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE :TONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE :SIGNER. PER ANSUrPI 1-1995 SECTInN 7 T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 REV. 17.02.02B.0123.11 TIC LL 20.Opsf TIC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DURYAC. 1.25 SPACING 24.0" SEQ = 40827 SCALE=0.5000 REF DATE 07-06-2020 DRWG CK O/A LEN. 91001 JOB #: 8084 TYPE HIP_JA( )b:(81.184) 11 Fit VY UKULIP SUU41 GJ1 Top chord 2x4 SP 285W-2.3E Bot chord 20 SP #2 In lieu of rigid ceiling use puffins to brace BC @ 24' oc. Deflection meets U360 live and Ll240 total load. Creep increase factor for dead load is 2.00. 12 g3X5(A1 4 T1 i mI B, ).-- 11-11----� 1 1 r R=414* Rw=492# U=14607 RL=2601.48# W=8- (Rigid Surface) R=36# Rw-168# U=50# NAILED R=-137# Rw=5574 U=186# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCp7i(+1-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non-concurtent live load. All wind load cases on this truss have a 1.33 duration factor. DESC. = CJ1 SEQ = 40821 PLT. TYP: WAVE DESIGNCRIT-=8C201TRE5/TFI-2DI4FTAT-20W0%)11W) 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, 583 T STILES TC LL 20.0 sf P REF DATE 07-06.2020 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 VONOFRIO 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 160A-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 ANSINPI 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 10.0psf BC LL O.OpSf TOT.LD. 45.Opsf DRWG CK O/A LEN. 1111 DUR.FAC. 1.25 JOB #. 8084 SPACING 24.0" TYPE JACK )D:(t5Utf4) 11 Mt VV UKUUl- SU54 / W3 Top chord 2x4 SP #2 Bot chord 20 SP #2 In lieu of rigid ceirmg use puffins to brace BC @ 24' oc. Deflection meets L/360 live and U240 total load. Creep Increase factor for dead load is 2.00. i 2'11"11 2' R-356# Rw=3759 U=5940 RL=2171-634 W=e" (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 b(dg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind toads 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. R=55# U=143# NAILED w R=41# Rw=-58# U=16# NAILED DESC. = CJ3 SEQ = 40820 PLT. TYP: WAVE DESw.uC.aiT-seC2mmESffP0D14FrmT=20%0%yIxol QTY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=1.0000 KOST TRUSS, INC. 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 RESPONS BLE FFORDESIGN ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUITO THE INSTALLATION CONTRACTOR. ALPINE EERED LD THE T USSES IN CONFORMANCE PRODUCTSINC. SHALL NOT 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-7- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 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 0.0 sf P TOT.LD. 45.Opsf REF DATE 07-06.2020 DRWG CK O/A LEN. 21111 DUR.FAC. 1.25 JOB * 8084 SPACING 24.0° TYPE JACK )D:l?JUt)4) I 1 I'it VV UKUUt- t1U04 I L:JS Top chord 2x4 SP #2 Bot chord 20 SP #2 In lieu of rigid ceiling use puri(ns to brace BC @ 24" OC. Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. f r R=422# U-595# RL=2731-77# 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 7-10, CLOSED bidg, not located Wthin 4.50 it from roof edge, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC OL=5.0 psf. GCpi(+/-)=0.18 Wind bads and reactions based on both MWFRS and CSC. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 4'11"11 R=135# U=275# NAILED R=86# U=8# NAILED DESC. = CJ5 SEQ = 40824 PLT. TYP.-WAVE DESIGN CRmrec2017Resrrw.2014FTraT—X%(0%y10L0) CITY= 8 TOTAL= 8 REV. 17.02.02B.0123.11 SCALE=1.0000 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN H WY PALM CITY, FL 34990 772-286-3700 I- IBUILDING -WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 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 DESIGNER PER ANSIrrPI 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 10.0psf BC LL O.Opsf TOT,LD. 45.Opsf REF DATE 07-06-2020 DRWG CK O/A LEN. 41111 DUR.FAC. 1.25 - JOB #: 8084 SPACING 2, TYpE JACK )D.(tSUt34) 11 Mt VV UKUUF UU64 / tJ( Top chard 2x4 SP 2850f-2.3E Bot chord 2x4 SIP 92 In lieu of rigid ceiling use purtins to brace BC @ 24" oc. Deflection meets U360 live and L1240 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. T I' 7 R=505# U=616# RL=3241-92# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNERPROGRAM 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 D. 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 eases on this truss have a 1.33 duration factor. R=2149 U=362# NAILED m LY Of C1 R=1210 NAILED DESC. = ER SEQ = 40819 PLT, TYP.-WAVE CESIGNCRIT=F9C201MFSn F2014F11RT=20%(ftVj((0) QTY= 14 TOTAL= 14 REV. 17.02.02B.0123.11 SCALE=0.7500 KOST TRUSS, INC. 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 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-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSVTPI 1-1995 SECTION 2. T. STILES P E E T PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf sC LL O.Opsf TOT.LD, 45.Opsf REF DATE 07-06-2020 DRWG CK O/A LEN. 7 DUR.FAC. 1.25 JOB #: 8084 SPACING 24.0" TYPE EJACK