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HomeMy WebLinkAbout1203-0230- TRUSS ENGINEERINGROOF & FLOOR TRUSS SYSTEM$ =A90 tUdg 1/ 4175 SW Martin Highway Palm City, FL 34990 (772) 286-3700 GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Name: AMERICAN-LEGION Address: ST. LUCIE COUNTY City, State, Zip: Building Code & Chapter- Computer Program Used: VIEW by Alpine FBC 2010 COM Gravity: 45 psf Roof Total Load Gravity: 40 psf Floor Total Load Wind: 140 mph from ASCE 7-10 code This package includes a Truss Index Sheet and 51 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. Note: Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these lee, trusses trusses for any building is the responsibility of the building designer. ya p' e•L � iLCa ••��,'a V � Delegated Engineer: T. Stiles Peet, P.E. iXS '� Stiles Engineering Group, Inc. w� E / FL Reg Nos: PE# 49200 CA# 27788 •° S i"ATE Gq�rf 404 SW Camden Ave. Stuart, FL 34994 •.,,nF;p1� TEL: 772-223-9883 FAX:772-223-9502 �6� -Ov V b^d Gr No Truss ID Date 11 Al 02/18/13 2 A2 02/18/13 31 A3 1 02/18/13 5 A5 02/18/13 6 A6 02/18/13 7 A7 02/18/13 8 A8 02/18/13 9 A9 02/18/13 10 A10 02/18/13 11 All 02/18/13 12 Al2 02/18/13 131 A13 02/18/13 141 A14 02/18/13 15 A15 02/18/13 16 A16 02/18/13 17 A17 02/18/13 18 A18 02/18/13 19 A19 02/18/13 20 A20 02/18/13 21 A21 02/18/13 22 B1 02/18/13 23 B2 02/18/13 24 B3 02/18/13 251 Cl 02/18/13 k HomeBASE by Alpine Page 1 of 1 )D:(ZUt5 f) 1AIVltKIGAN-LtlilUN ! Al Top chord 2x6 SP #2 Bot chord 2x8 SP #1 Dense :B3 2x8 SP SS: Webs 20 SP 93 Special loads -(Lumber Dur.Fac.=1.25 / Plate Dm.Fac. 1.25) TC- From 72 pit at-1.00 to 72 plf at 7.06 TC- From 36 pif at 7.06 to 36 pif at 12.81 TC- From 36 pif at 12.81 to 36 pif at 47.19 TC- From 36 pif at 47.19 to 36 pif at 52.94 TC- From 72 pit at 52.94 to 72 pif at 61.00 BC- From 4 pit at-1.00 to 4 pit at 0,00 BC- From 20 plf at 0.00 to 20 pif at 7.06 BC- From 10 plf at 7.06 to 10 pif at 52.94 BC- From 20 plf at 52.94 to 20 plf at 60.00 BC- From 4 pit at 60.00 to 4 plf at 61.00 BC-1380.40 lb Cone. Load at 7.06,52.94 BC- 576.50 b Cone. Load at 9.06.11.06.13.06.29.06 Load at 15.06,17.06,19.06,21.06 140 mph wind, 15.00 fit mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT II, EXP C. wind TC DL=5.0 psf, wind BC DL=5.0 pal. GCpi(1/-)=0.18 Wind loads and reasons based on MWFRS with additional C&C member design. Calculated horizontal deflection's 0.16" due to We load and 029' due to dead load. Deflection meets U360 We and L240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.94" due to live load and 1.77" due to dead load at X = 30-0-0. All wind load cases on this buss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 3 Complete Trusses Required Nail Schedule:0.128'X3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.5V o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use puffins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.67 59.D4 WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING* note below. 12'9"12 34'4"8 12'9"12 - T2" - 67"12 ---R- 5'10"8 58"12 - 5'7" - 57 - 5'8"12 - 5'10"8 - 5712 - T2" - mH0710 =-4X6 -8X8 1111.5X4 =8XB =4X6 =H0710 103X5 =H1010 =H7010 =4X6 =H1010 =4X6 =H1010 =H1010 1113X5 60, r r� 5'9" 57' - 5'8"12 5'10"8 - 5'10"8 5'8"12 57- - 69" 6'1"11 �+ �-- 6'1"11 i 60' - - N N N ry N N N N N N N b N N N N N N N N N N N ~~7'0"12 -67 67 " �5 -i ' �58 �576i '�576i �676d �57 -r576d -r T - ;3 7'0.12- ,36as 5768 560a 5604 5904 58M �6d 5764 576t1 �64 576# 5769 R=9513# U=2087# W=7°10 R=9505# U=2267# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = Al SEQ = 17582 PLT. TYP.-WAVE DESIGN CRIT=FBC2m000MffPI-2007FT/RT--X%(0%y10(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 10.03.11.0209.20 SCALE=0.0931 -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, 583 T STILES TC LL 20.Opsf REF O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIfrPI 1-1995 SECTION 2. ° P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC IL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF 8 FLOORTRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0�� TYPE COMN HY(MV) /AMtKIGAN-LI=UIUN / A2 Top chord 2a6 SP #2 Bot chord 24 SP #1 Dense :B2 2a6 SP #2: Webs 2a4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use pur ins: CHORD SPACING(IN OC) START(FT) END(FQ BC 104 0.15 59.85 Calculated vertical deflection is 0.67' due to We load and 1.29" due to dead load at X = 30-0-0. 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 140 mph wind, 15.00It mean hgt, ASCE 7-10, CLOSED bldg, not located within 8.50 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+f-)=0.18 Wind loads and reactions based on MWFRS with additional C8C member design. Calculated horizontal deflection is 0.15' due to five load and 0.29" due to dead load. Bottom chord checked for 10.00 psf non -concurrent We load. Deflection meets U360 We and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS toads based on trusses located at least 15.00 f . from roof edge. 14'9"12 30'4"8 14'9"12 67'12 —+ram 719"12 7'4"8 7'4"8 7'912 — 67"12 8'2" �+ -H0710 -8X8 =8X8 -8X8 -1-10710 T3 T4 T4 T3 4 p T2- -6X12(A2) yy3 W3 W3 W W =6X12(T7 W4 W4W2W3 >18:X8 W3 T1W, , Of Or 1 L12' 81 ,8X8 B2 B3 64 83 B2 81 -H0710 =8X8 =4X6 -H0710 =4X8 -H0710 =4X6 -8X8 =H0710 60, T4"8 6'9" T6"4 5'2"4 T6"4 — 6'9" — T4"8 m1 F� 5'2"4+--H—+r 60, R=2825# U=295# RL=1471-147# W=7"10 (Rigid Surface) R=2825# U=295# W=7"10 (Rigid Surface) DESC. = A2 SEQ = 17315 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M7rPl-2W7FT/RT-2D%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 "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 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE BUILD [BUILDING DESIGNER, PER ANS RPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE " P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.0pSf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF 8r FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DURYAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )1):(ZUb0 /AMtKICAN-LL(IUN /A3 Top chord 24 SP #2 Bot chord 2x6 SP #2 31 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or tx4 #3SRB SPFS or better T brace. 80 % length of web member. Attached with 8d Box or Gun (0.113W.5',min.)natis @ 6" OC. In lieu of struchual panels or rigid ceiling use purfins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.58" due to five load and 1.11' due to dead load at X = 25-7-13. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.14 ft mean hA ASCE 7-10, CLOSED bldg, not located within 17.00 R from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.15" due to five load and 029" due to dead load. (b) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5',min.)nails @ 6' OC. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets U360 We and L /240 total load. Creep Increase factor for dead load is 1.50. WARNING: Furnish a copy of Otis DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. MWFRS loads based on trusses located at least 15.14 ft. from roof edge. 16'9"12 26'4"8 169"12 — 9'2" T7"12 8'10"1 8'6"9 8'11"13 — T7"12 97— =H0710 =8X8 =8X8 =8X8 T3 T4 TS 12 T2 4 T2 =6X12(A2) W3 W3 (b) W W 8X8 =6X12(A2) T1 (a) W4 W3 W3 (a) m m T7 W, W2 W1 12' 61 O8X8 B2 B3 B4 82 B1 —H0710 =8X8 =4X12 =H0710 =4X4 =8X8 =H0710 60' m 8.4.8 7'9" 8'10"1 — 5'1"15 — 3'8"3 — 8'8"5 T9" 8'4"8 60, R=2825# U=213# RL=208/-208# W=7"10 R=2825# U=213# W=710 (Rigid Surface) (Rigid Surface) DESC. = A3 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=FBC201000M/rPI-2007 QTY= 1 TOTAL= 1 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 T: STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.21 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 17313 SCALE=0.1296 REF DATE 02-18-2013 DRWG Si O/A LEN. 60 JOB #: 2087 TYPE COMN )D:(LUt5/) /AMtKIUAN-L1=L7IUIV / A4 Top chord ZA SP 02 Bot chord 2x6 SP #2:B1 2x6 SP 81 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (b) Continuous lateral bracing equally spaced on member. Or 11A 03SRB SPF-S or better T brace. 80% length of web member. Attached with ad Box or Gun (0.113'72.5",min.)nafls @ 6' OC. In lieu of structural panels or rigid ceiling use puns: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.52" due to live load and 0.99" due to dead load at X = 26-3-13. Ali wind load cases on this truss have a 1.33 duration factor. 18'9"12 22'4"8 THIS DWG. PREPARED BY I HE ALPINE JUB UtSIGNEK PKUGKAM FKUM I RUSS MFRRS LAYOUT 140 mph wind, 15.47 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+f-)=0,18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.15" due to five load and 028" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 03 or better "P brace. 80% length of web member. Attached with 16d Box or Gun (0.135"4.5",min.)nails @ 6' OC. Bottom chord checked for 10.00 psf non-ccncument We load. Deflection meets 1-1360 rive and L240 total load. Creep Increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See WARNING' note below. MWFRS loads based on trusses located at least 15.47 tL from roof edge. 107 8712 T61 T2"9 T7"13 =8X8 =8X8 =8X8 =8X8 T3 T4 T5 12 T2 q 2 T2 =GX12(A2) a=8 W3 W3 (b) W W3 W �BXB =6X12(A2),- T1 (a) W4 W3 (a) fvr f� T1 W1 W2 W1 c, , 2' Bt 82 B3 11FRI EN IS 82 61 =H0710 =8X8 =4X8 =H0710 =3X5 =-8X8 =H0710 60' «� 914"8 8'9" T6"1 — 4'515 74"5 8.9" 9'4"8 — 3'0"3 ++ 60' R=2825# U=216# RL=2301-230# W=7"10 (Rigid Surface) R=2825# U=216# W=7"10 (Rigid Surface) DESC. = A4 SEQ = 17311 PLT. TYP-WAVE DESIGN CRIT=FBC201000MrrPF2007FT1RT=20%(0%)10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 —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 02-18-2013 O D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 45.0psf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 -4 FAX: (772) 288234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TypE COMN )D:(LUS/) /HIVICKIIJHIV-LChIVIV / H5 Top chord 2x6 SP #2 ,T1 2x6 SP 91 Dense: Bot chord 26 SP 92 :81 2x6 SP Al Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 83 or better T brace. 80 % length of web member. Attached with 16d Box or Gun (0.13674.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf nonconcurrent live load. Calculated vertical deflection is 0.47" due to live load and 0.91" due to dead load at X - 30-". All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.81 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFFVS LAYOUT 140 mph wind, 15.81 ft mean hilt, ASCE 7-10, CLOSED bidg, not located within 17.00 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 with additional C&C member design. Calculated horizontal deflection is 0.14" due to (rve load and 0.2T due to dead load. In lieu of structural panels or dgid cetiing use pudms: CHORD SPACING(IN OC) START(FT) END(FT) 8C 120 0.15 59.85 Deflection meets L/3601ive and LI240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 20'9"12 18'4"8 117 - 9712 974 974 9712 =8XB =8X8 =8X8 20'9"12 117 - - T3 T3 12 T2 � I 4 p �8 W3 W3 W T2 E8X8 6X12(A2)-6X12(A2)r bP Of O) T1 (a) W4 W3 (a) W1 W2 W1 T1 in L c, 12' Bt 82 B3 B4 62 B7 =8X8 =H0710 -8X8 -4X8 =8X8 -H0710 60' .b 10'4"8 9.9" 974 mob'+ 8'4"8 9'8" 10'4"8 60, R=2825# U=218# RL=252/-252# W=7"10 R=2825# U=218# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = A5 PLT. TYP.-WAVE rm"00,11111 w 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=FSC2DI0C0M/rPI-2007 QTY= 1 TOTAL= 1 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 SEQ = 17309 SCALE=0.1296 TC LL TIC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 02-18-2013 DRWG Si O/A LEN. 60 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )D:(LU2)/) /HIVItKII.HIV-LtI�IVIV / HO Top chord 2x6 SP #2 Bot chord 2x6 SP #2 :81 2x6 SP 01 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x4 03 or better T brace. 80%length of web member. Attached with 16d Box or Gun (0.135'Y3.5",min.)naffs @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent We load. Calculated vertical deflection is 0.46' due to five load and 0.89' due to dead load at X = 30-0-0. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 16.14 R from roof edge. i i 22'9"12 I r110 UVVIx. I-Krl-MrU OT I r1C HLrirma 3VD UCJIVIYCK rmu VKhuV1 rKUIVI I KUJA IVIrm J L T V V I 140 mph wind, 16.14 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 17.00 It from roof edge, RISK CAT 11, EXP C. wind TC DL=5.0 pat, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wmd loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to five load and 027' due to dead load. In lieu of structural panels or rigid ceSmg use purlms: CHORD SPACING(IN OC) START(END 01F59T BC 120 Deflection meets L1360 live and L r240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See WARNING" note below. 14'4"8 22712 77' - TO"12 TZA - 7'2"4 T012 7'2" 87" =8X8 m8X8 =6X8 =H0710 =BX8 =8X8 =4X8 =8X8 =8X8 =H0710 60' 7'0"4 - 7712 77A -- 1 64"8 - 7-3.12 7-0"4 - 7'9"8 mot' 1 60' R=2825# U=221# RL=274/-274# W=710 R=2825# U=221# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = A6 SEQ = 17307 PLT. TYP.-WAVE DESIGN CRIT=nc201000MrrPI-2007FrrRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 "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 02-18-2013 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TIC DL 15.Opsf BC DL 10.Opsf DRWG MIO 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 ANSIITPI 1-1995 SECTION 2.__ PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 2 lTypF COMN )b:(ZUS/) /AMERICAN-LLGIUN / A7 Top chord 2x6 SP 92 Bot chord Z 6 SP #2 :B1 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPFS or better T brace. 80 % length of web member. Attached with 8d Box or Gun (0.11352.5',min.)naiIs ® 6' OC. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.45" due to live load and 0.86" due to dead load at X - 30-M. AD wind load cases on this truss have a 1.33 duration factor. 24'9'12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 16.47 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 It from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(a/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14' due to live load and 02T due to dead load. (b) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.135'k3.5",min.)nafls @ 6' OC. Bottom chord checked for 10.00 psf non -concurrent five load. Deflection meets 1-1360 five and 1-1240 total load. Creep increase factor for dead load is 1.50. WARNING: Fumish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See 'WARNING' note below. MWFRS loads based on busses located at least 16.47 ft. from roof edge. 10'4"8 24712 913" T10" — 7'8"12 — 574 — 574 — T8"12 — 7'10" VS. — Ez8X8 1111.5X4 =8X8 =HD710 =8X8 =3X5 =H0710 =3X5 =8X8 =H0710 60' .� 8'5"8 7'8"4 - T11"12 - 574 - 574 - T11"12 - T8"4 - 8'5"8 �mr R=2825# U=223# RL=296/-296# W=7"10 (Rigid Surface) R=2825# U=223# W=7"10 (Rigid Surface) DESC. = A7 SEQ = 17305 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M/TPI-20o7FrrRT=20%(0%Y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYpE COMN :)D:(LU?Jf) /AMtKIL:AN-Lt(iIUN / Ab Top chord 2x6 SP #2 Bot chord 2x6 SP #2 :B1 24 SP 01 Dense: Webs 2x4 SP 03 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better T brace. 80 % length of web member. Attached with led Box or Gun (0A35'x3.5%min.)nags @ 6" OC. In lieu of structural panels or rigid ceiling use purl n . CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.45" due to We load and 0.85' due to dead load at X = 33-2-4. Ali wind load cases on this truss have a 1.33 duration factor. 26'9'12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 16.81 it mean hgt, ASCE 7-10. CLOSED bldg, not located within 17.00 It 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 MWFRS with additional CSC member design. Calculated horizontal deflection Is 0.14" due to We load and 027" due to dead load. (b) Continuous lateral bracing equally spaced on member. Or 2x6 03 or better T brace. 80 % length of web member. Attached with 16d Box or Gun (0.135"4.5',min.)na0s @ 6' OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1360 five and 1-240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. MWFRS loads based on busses located at least 16.81 fL from roof edge. 6'4"8 h 269"12 9111" 8'6" 8'4"12 -+ram 64"8 - 8'4"12 8'6" 911" 60' 84"4 99"8 -+ham 62"12 - 8712 84"4 91"8 �+mr 60, 'y R=2825# U=224# RL=318F318# W=7"10 R=2825# U=224# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = A8 PLT. TYP.-WAVE DESIGN 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 1 TOTAL= 1 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.2 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 17303 SCALE=0.1296 REF DATE 02-18-2013 DRWG Si O/A LEN. 60 JOB #: 2087 TYPE COMN )0:(LUt$t) /AMtKIL:AN-LtUIUN / AU Top chord 2x6 SP #2 Bot chord 2x6 SP 02 :Bf 2x6 SP #1 Dense: Webs 2x4 SP 03 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80 % length of web member. Attached with 16d Box or Gun (0.13574.5',min.)nails @ 6" OC. Bottom chord checked for 10.00 psf nonconcuaent live load. Calculated vertical deflection is 0.45" due to live load and 0.85" due to dead load at X - 31-2-4. AO wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on busses located at least 17.14 fL from roof edge. i i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 17.14 It mean hgt, ASCE 7-10. CLOSED bldg, not located within 17.00It from roof edge, RISK CAT It, EXP C, wind TO DL=5.0 psf, wind BC DL-5.0 psf. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional CB.0 member design. Calculated horizontal deflection is 0.14" due to live load and 027" due to dead toad. In lieu of structural panels or rigid ce8ng use pudns: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Deflection meets U360 We and II240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See WARNING' note below. 28'9"12 — 28'9"12 6 107' 9'2" 90"12 9'012 9'2" — 10'7" 69 rt' 919"8 - 9'0"4 9'5"8 9712 9'0"4 9'9"8 �t'r 60, R=2825# U=225# RL=3401-340# W=7"10 (Rigid Surface) R=2825# U=225# W=7"10 (Rigid Surface) DESC. = A9 SEQ = 17301 PLT.TYP: WAVE DESIGN CRIT=FSC201000M/TPI-2W7FTIRT40%(0%)110(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 MKO —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" ITYPE COMN JOD:(LUtS/) /AIVItKIL AIN-LtIzIUIV / AIU Top chord 2x6 SP #2 Bot chord 2x8 SP #1 Dense :B2, B3 2x8 SP #2::B5 2x8 SP SS: Webs 2x4 SP #3 Special loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.-1.25) TC- From 72 plf at -1.00 to 72 pit at 30.00 TC- From 72 pit at 30.00 to 72 plf at 61.00 BC- From 4 pit at -1.00 to 4 plf at 0.00 BC- From 20 pit at 0.00 to 20 plf at 23.08 BC- From 60 pif at 23.08 to 60 pit at 2625 SC- From 20 pit at 2625 to 20 pif at 33.83 BC -From 60 plfat33.83 to 60 pit at 37.00 SC- From 20 plt at 37.00 to 20 plf at 60.00 BC- From 4 pif at 60.00 to 4 pit at 61.00 BC-180.00 lb Conc. Load at 16.17,21.50,49.00,54.33 140 mph wind, 17.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 pat. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (b) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better T brace. 80 % length of web member. Attached with 8d Box or Gun (0.113W.5%min.)naiis @ V OC. In lieu of structural panels or rigid ceiling use purrins: CHORD SPACING(IN OC) START(FT) END(FT) BC 74 0.15 59.85 Calculated vertical deflection is 0.52" due to live load and 0.92" due to dead load at X = 22-8-3 Ali wind load cases on this buss have a 1.33 duration factor. MWFRS loads based on busses located at least 17.34 ft. from roof edge. T HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.13" due to live load and 0.24' due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "17 brace. 80 % length of web member. Attached with 16d Box or Gun (0.135Sr3.5",min.)nai1s @ 6" OC. Bottom chord checked for 10.00 psf nonconcument We load. Deflection meets U360 We and 1-240 total load. Creep increase factor for dead load Is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING'note below. 30' 30' a .� 87"9 ash - &10"12 - - TO"5 - 7'O"5 -I^ hf 65"14 87'9 so• 83 B5 7'6"12 r - 7'6"12 - 5'6"3 - - 7'2"1 -r - W - �- 7'2"1----b*+ �- -�+'� 60' �- 16'2" 5'4" 27'6" ttwa t 5'4" 5'8" �+ tea t R=3248# U=806# RL=353/-353# W=710 R=3375# U=837# W=710 (Rigid Surface) (Rigid Surface) DESC. = Al SEQ = 17265 PLT. TYP.-WAVE DESIGN CRIT=FBC201000MRPI-M07FTIRT--20%(0%Y1IXo) QTY= 10 TOTAL= 10 REV. 10.03.11.0209.20 SCALE=0.0931 **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 02-18-2013 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.0psf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ISU BUITABIUTY DESIGNER,DUSE OF THIS CPI COMPONENT SECTIONORANY z PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-37DO FAX. (77'2) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )D:(LUtf/) /AMtKIUAI14-Lt1-3IUIN / /A] l Top chord 2x6 SP #2 Bot chord 2x8 SP #1 Dense :82, B3 2x8 SP #2::B5 2x8 SP SS: Webs 2x4 SP #3 Special loads -(Lumber Dur.Fac. 125 / Plate Dur.Fac=1.25) TC- From 72 pit at -1.00 to 72 pit at 30.00 TC- From 72 pit at 30.00 to 72 pit at 60.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 pit at 0.00 to 20 pit at 23.08 BC From 60 pit at 23.08 to 60 pg at 2625 BC- From 20 pit at 26.25 to 20 pit at 33.83 BC- From 60 plf at 33,83 to 60 pit at 37.00 BC- From 20 pit at 37.00 to 20 plf at 60.00 BC- 180.00 Ib Conc. Load at 16.17,21.60,49.00,54.33 140 mph wind, 17.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 If from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(i/-)=0.18 Wind loads and reactions based on MIWFRS with additional CB.0 member design. Calculated horizontal deflection is 0.13" due to Gve load and 024" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80 % length of web member. Attached with 16d Box or Gun (0.135'X3.5",min.)nalls @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent We load. Deflection meets U360 five and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. DESC. = Al PLT. TYP: WAVE 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX (772) 288-4234 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Roof overhang supports 2.00 psf soffit load. (b) Continuous lateral bracing equally spaced on member. Or 1 x4 #3SRB SPFS or better T brace. 80 % length of web member. Attached with Sd Box or Gun (0.11392.5",min.)nails @ 6" OC. In fleu of structural panels or rigid ceiling use purfins: CHORD SPACING(IN OC) START(FT) END(FT) BC 74 0.15 59.85 Calculated vertical deflection is 0.52" due to We load and 0.92" due to dead load at X - 22-8-3. All wind load cases on this truss have a 1.33 duration factor. MW FRS loads based on trusses located at least 17.34 ft. from roof edge. 30' - 30' �-- 5'5"14 - I-I^y �-- 610"12 --_+ 8'7"9 - 5'10"12 --•., rr- TO"5---•,--- TO"5 ���• •� 55"14 879 t'U' B3 BS r - T6"12 - 5'6"3 - ,.r- T2"1 -- i4- 4'- T2"1 to r r� T6"12 . 4' 5'6"3 - �- 60' 167 --)5'4" 27'6" two t R=3249# U=806# RL=339/-346# W=7"10 (Rigid Surface) DESIGN CRrr=FBC2DIDCOMfrPl-2D07 Ff/RT--2D%(0%y10(0) QTY= 7 TOTAL= 7 -R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL =LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE xONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE I TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS I APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL :PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE "Iwr, nFCIn MFA OPP eMCl/TDI 1_IooR CFr1TIr1M 9 T. STILES P.EET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 -*12 �~ 5'4" 5'8" ~ tliW 1 R=3298# U=818# W=7'10 (Rigid Surface) REV. 10.03.11.0209.20 SEQ = 17269 SCALE=0.0946 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-18-2013 DRWG Si O/A LEN. 60 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN JOD:(ZUt$O /AMtK1UAN-LtLjIUN / AIZ Top chord 2x6 SP #2 Bot chord 2x8 SP #1 Dense :82, B3 2x8 SP #2::B5 2x8 SP SS: Webs 2x4 SP #3 Special loads GTate From Lumbar 2 plf at -1.00 toPI72 p at 30.00 25) TC- From 72 plf at 30.00 to 72 plf at 60.00 BC- From 4 plf at-1.00 to 4 plf at 0.00 BC- Fr-20 plf at 0.00 to 20 plf at 23.08 BC- From 60 pit at 23.08 to 60 plf at 26.25 BC- From 20 plf at 26.25 to 20 plf at 33.83 BC- From 60 plf at 33.83 to 60 pit at 37.00 BC- Fram 20 plf at 37.00 to 20 plf at 60.00 BC-180.001b Conc. Load at 16.17,21.50,49.00.54.33 140 mph wind, 17.34 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(r/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to We load and 024" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.1 35"x3.5%min.)nais @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 We and U240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. i i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Roof overhang supports 2.00 psf soffd load. (b) Continuous lateral bracing equally spaced on member. Or 1 x4 #3SRB SPF-S or better "17 brace. 80 % length of web member. Attached with 8d Box or Gun (0.113W.5%min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purfms: CHORD SPACING(IN OC) START(FT) END(FT) BC 74 0.15 59.88 Calculated vertical deflection is 0.52" due to We load and 0.92" due to dead load at X = 22-8-3. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 17.34 ft. from roof edge. 30' 30' r 55"14 - F 'y �-- 51012 - 8'7"9 - 5'10"12 - - 7'0"5 - TO"5 ��� rr 51614 879 60' BS B3 r'- T6"12 - - 5'6"3 --+ r-- 7'2"1 - - 9--+ 4' 72"1 r - 7712 --*'t r•dn.i ,� q�--�----� 5'6"3 --., 60' -*12' 162" 5'4" 2T6" 5'4" 5'8" Ism 1 tIWY 1 R=3250# U=806# RL=339/-346# W=7"10 R=3297# U=818# (Rigid Surface) DESC. = Al2 SEQ = 17274 PLT. TYP.-WAVE DESIGN CRIT=FBC201DCOMrrP1-2007 FrfRT-W%(o%)110(0) QTY= 6 TOTAL= 6 REV. 10.03.11.0209.20 SCALE=0.0946 O -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/rPI 1-1995 SECTION 2. T " STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288�1234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.Orr TYPE COMN )D:(ZUtf/) /AMtKIGAN-Lt(3IL)N / A13 Top chord 2x6 SP #2 Bat chord 2x6 SP #2 :B1 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better -r brace. 80 % length of web member. Attached with 16d Box or Gun (0.135'4.5",min.)nafls @ 6" OC. Bottom chord checked for 10.00 psf nonconcument five load. Calculated vertical deflection is 0.4V due to We load and 0.85" due to dead load at X - 31-11-4. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 17.01 ft. from roof edge. 28'0"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph vrind, 17.01 ft mean hill, ASCE 7.10, CLOSED bldg. not located wt1Nn 17.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to five load and 027" due to dead load. In lieu of structural panels or rigid ceTng use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Deflection meets U360 We and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See WARNING" note below. 310"8 28'0"12 10'4" 911" 8'9"12 - - 3'10"8 8712 60, 10'4" N 0 —*12' 8'9"4 978 - - 3'8"12 — 9'0"12 8'9"4 9'6"8 60, R=2825# U=225# RL=332/-332# W=7"10 R=2825# U=225# W=710 (Rigid Surface) (Rigid Surface) DESC. = A13 SEQ = 17317 PLT. TYP: WAVE DESIGN CRIT=FBC201000MfTP1-2007FURT=20%(0%ylo(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 ms-K a -WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T " STILES P E ET PE# 49200 CA# 27785 404 SW CAMDEN AVE STUARTFL 34994 , TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 O/A LEN. sD DURYAC. 1.25 JOB #; 2087 SPACING 24.0 TYPE COMN )D:("LUt3t) /AMtKIGAN-LtGIUN / A14 Top chord 2x6 SP *2 Bat chord 24 SP #2:B1 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "f" brace. 80% length of web member. Attached with 16d Box or Gun (0.135'X3.5",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use puffins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.45" due to five load and 0.86" due to dead load at X = 33-11-4. A8 wind load cases on this mass have a 1.33 duration factor. 26'0"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 16.68 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 fi from roof edge, RISK CAT Il, EXP C, wind TC DL=5.0 psf, wind BC DL-5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to five load and 0.27" due to dead load. (b) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.13S"x3.6",mfn.)naiIs @ 6" OC. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets U360 five and 1-240 total load. Creep increase factor for dead load is 1.60. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See WARNING" note below. MWFRS loads based on trusses located at least 16.68 It from roof edge. 7'10"8 260"12 - 9.8" 8'3" 8'1"12 - T10"8 8'1"12 - 8'3" 918" - - 60' Fmk 8'10"8 91"4 8'6"8 T8"12 — 8'4"12 8'1"4 8'10"8 ��1 R=2825# U=224# RL=3101-310# W=7"10 (Rigid Surface) R=2825# U=224# W=7"10 (Rigid Surface) DESC. = A14 SEQ = 17319 PLT. TYP.-WAVE DESIGN CRIT=FBC201000MffPI-2007FTMT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE T. STILES P E ET TC LL 20.0 sf p TC DL 15.Opsf BC DL 10.Opsf REF DATE 02-18-2013 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16D 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 ANSUTPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" ITypF COMN JOD:(ZUt51) /AMtKIGAN-LtCiIUN / Alb Top chord 2x6 SP 12 Bat chord 2x6 SP 92 :137 2x6 SP 01 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf saffd load. (a) Continuous lateral bracing equally spaced on member. Or 1x4 03SRB SPF-S or better T brace. 80% length of web member. Attached with Bat Box or Gun (0.1139¢.5',min.)nals @ 6" OC. In lieu of struchaal panels or rigid ceiling use purfms: CHORD SPACING(INOC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection is 0.45" due to live load and 0.87" due to dead load at X - 30-0-0. AD wind load cases on this buss have a 1.33 duration factor. P 24'0"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 16.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 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 with additional C&C member design. Calculated horizontal deflection is 0.14' due to five load and 027" due to dead load. (b) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.135"0.5",min.)nals @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 Gve and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG 10 the installation contractor. Special care must be taken during hanftg, shipping and installation of trusses. See WARNING" note below. MWFRS loads based on trusses located at least 16.35 ft. from roof edge. 11'10"8 24'0"12 9' 77' — 7'5"12 5'11"4 — 5'11"4 — 715"12 I T7" 9' =8X8 1111.5X4 =-8X8 --H0710 =8X8 -3X5 =H0710 =3X5 =8X8 -H0710 60' 878 T5"4- 7'8"12 — 5'11"4 — 5'11"4 — T8°12 75"4 878 �1ir 60' - R=2825# U=222# RL=288/-288# W=7110 R=2825# U=222# W=7"10 (Rigid Surface) (Rigid Surface) DESC.= A15 SEQ = 17321 PLT. TYP: WAVE DESIGN CRIT=FSC2)1000MRPI-2007Fr1RT=2D%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 **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 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL " TC DL 15.Opsf DATE 02-18-2013 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* FURNISH A P E ET DRWG O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.0psf 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 PE# 49200 CA# 27788 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF 8� FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 60 DUR.FAC. 1.25 JOB #: 2087 PALM CITY, FL 34990 OFF: (772) 286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF 404 SW CAMDEN AVE FAX: (772) 268-4234 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0" COMN BUILDING DESIGNER PER ANSI/fPI 1-1995 SECTION 2. TYf E )D:(LUOI) /AMtKIUAN-L=LjIUIN / Alto Top chord Z 6 SP #2 Sot chord 26 SP #2:B7 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf safflt load. (a) Continuous lateral bracing equally spaced on member. Or 2t4 #3 or better T brace. 80% length of web member. Attached with 16d Box or Gun (0.l35"x3.5',mIn.)naHs @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.47* due to five load and 0.91" due to dead load at X - 30-0-0. AD %ind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 16.01 fl. from roof edge. i i 22'0"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 16.01 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXPO, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(♦/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.14" due to five load and 0.2T due to dead load. In lieu of structural panels or rigid ceiling use puriins: CHO ACING(IN OC) START(FT) END(FT) 20 0.15 rg(FT).85 Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 1610"8 22'012 8'4"-611" 6712 T11"4 T11"4 6'9"12-6'11" SW =8X8 =8X8 =8X8 =H0710 =1-10710 =3X5 =8X8 =4X8 =8X8 =3X5 =H0710 60, .L'..�— 7'6"8 — 6'9"4 — 7'0"12 — 7'11"4 —t— 5'10"8 — TO"12 — 6'9"4 T6'8 -m1 R=2825# U=220# RL=266/-265# W=T'10 (Rigid Surface) 11. 14N Woo IL 12' R=2825# U=2209 W=7"10 (Rigid Surface) DESC. = A16 SEQ = 17323 PLT.TYP.-WAVE DESIGN CRrr=FBC20IOCOWTPI-2007FTJRT-20%(0%yI0(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 O -WAR REFERNTO HIB-91 (HAENDLINGUIRE EXTREME CARE IN NSTALLNG AND BRACING), RPUBLING, HANDLING, SHIPPING, INSTALLING AND ISHED BY TPI (TRUSS PLATE INSTITUTE, 583BRACING. D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27785 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS 0/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288"4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN IOD:(LUt3/) /AMtKIUAN-LtkjIUN / Al / Top chord 2x6 SP 92 Bot chord 2x6 SP 02 :81 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. VContinuous lateral bracing equally spaced on member. Or 2x6 #3 or better T brace. 80 % length of web member. Attached with 16d Box or Gun 135"x3.5",rnm.)nails @ 6' OC. Bottom chord checked for 10.00 psf nonconcunent We load. Calculated vertical deflection is 0.50" due to We load and 0.96" due to dead load at X = 30-". All wind bad cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.68 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.68 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 17.00 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 will[ additional C&C member design. Calculated horizontal deflection is 0.14" due to We load and 0.27- due to dead load. In lieu of structural panels or rigid ceTng use purtins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Deflection meets U360 five and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of busses. See 'WARNING" note below. 20'0'12 19110"8 20'0"12 1078 9'3"4 911"4 9'11"4 9'3"4 - 10'9"8 - -8X8 =8X8 =8X8 T3 T3 12 T2 q p T2 W3 W3 W 6X12(A2) 28 8X8 =6X12(A2,-T- T1 (a) W4 W3 (a) -9nn T1 W1 W2 W1 6;, , 2' B1 82 B3 B4 B2 B7 =H0710 =H0710 =8X8 =4XB =8X8 =H0710 60' .� 10' 9'4"8 9'11"4-b.-T10"8 9'4"8 10, - r R=2825# U=218# RL=244/-244# W=7"10 (Rigid Surface) R=2825# U=218# W=7'10 (Rigid Surface) DESC. = A17 SEQ = 17325 PLT. TYP: WAVE DESIGN CRIT=FBC201000M/TPI-2W7FT/RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 O ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/rPI 1-1995 SECTION 2. T " STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 20.Opsf TC IL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF &FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 2884234 ' DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )D:(LUt$f) /AIVItKIL AIV-LtI�IUIV / Alt) Top chord 2x6 SP 02 Bot chord 2x6 SP #2 :B1 2x6 SP #1 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (b) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better'r brace. 80% length of web member. Attached with 8d Box or Gun (0.113'S2.5",min.)nails @ 6' OC. In lieu of structural panels or rigid ceiling use pwlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection Is 0.54" due to live load and 1.03" due to dead load at X - 26-0-13. All wind load cases on this truss have a 1.33 duration factor. 18'0"12 23'10"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL-5.0 psf. GCpl(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.15" due to live load and 028" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better -17 brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5',min.)nails @ 6' OC. Bottom chord checked for 10.00 psf nor concurrent live load. Deflection meets U360 rive and U240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of busses. See 'WARNING" note below. MWFRS loads based on trusses located at least 15.35 ft. from roof edge. 18'0"12 9'9"8 ITTA +-- 8'0"1 — 7'8"9 8'1"13 — 8'3"4 9'9"8 =8X8 ==8X8 -8X8 8X8 T3 T4 TS 12 O 4 p T2 6X12(A2) 08 W3 W3 (b) W W :8X8 =6X12(A2k� T1 0 0 (a) W4 ;W3; :W3 (a) T1' FO ill W1 W2 Wt s1 12' Bt B2 83 64 62 B1 =H0710 =8X8 =4X8 =H0710 =3X5 =8X8 =H0710 60' 84"8 8'01 — 3'11"15 — T10"5 8'4"8 — 4T"3 �+ 60' R=2825# U=215# RL=222/-222# W=T'10 (Rigid Surface) . ^ R=2825# U=215# Wy=7"10 (Rigid Surface) DESC. = Al SEQ = 17327 PLT. TYP.-WAVE DESIGN CRIT=FBC2010C0MfrPI-2007 FTIRT-20%(0%y1IX0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 MKO —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF &FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )D:(1Ubt) /AMtKIC;AN-LI=UIUN / AIV Top chord Z& SP #2 Sot chord 2x6 SP #1 Dense :B2 2x6 SP 02: Webs 2x4 SP 03 Roof overhang supports 2.00 psf soffit load. (b) Continuous lateral bracing equally spaced on member. Or 1x4 #3SR13 SPFS or better T brace. 80 % length of web member. Attached with 8d Box or Gun (0.113W.5%min.)na1is @ 6' OC. In fieu of structural panels or rigid ceding use purtins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 Calculated vertical deflection Is 0.60' due to five load and 1.15" due to dead load at X - 254-13. 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 140 mph wind, 15.01 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 17.00 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 with additional C&C member design. Calculated horizontal deflection Is 0.14" due to five load and 028" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 2x4 03 or better'P brace. 80% length of web member. Attached with 16d Box or Gun (0.135`x3.5',min.)wh @ 6' OC. Bottom chord checked for 10.00 psf non-concu ent five load. Deflection meets 1-/360 live and L240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, slipping and installation of trusses. See WARNING' note below. MWFRS loads based on trusses located at least 15.01 ft. from roof edge. 16'0"12 - 27'10"8 16'0"12 8'9"8 — TTA 9'4"1 910"9 9'5"13 T3"4 — 8'9"8 —h =H0710 =8X8 =8X8 =H0710 @T4 @12 4 T2 T2 =6X12(A2) W3 W3 (a) W (b) W 8X8=6X12(A2)� T1 W4 W3 W3 T1 m ro W1 W2 :W1 (Ft1 �12' g1 ,8X8 B2 B3 64 B2 61 =H0710 =8X8 =-4X12 =H0710 =4X6 =8X8 znH0710 60, �- 8' 74"8 74"1 - - 4715 ---tom 4'8"3 - 975 T4"8 mx 60, - R=2825# U=211# RL=200/-200# W=7'10 R=2825# U=211# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = Al SEQ = 17329 PLT.TYP.-WAVE DESIGN CRIT=F8C201000M/TPI-2007FTIRT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 "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 02-18-2013 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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 ANSUTPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF 8r FLOORTRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2813-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN JOD:(LU25/) /AMtKIL;AN-LI=UIL)N / ALU Top chord 2x6 SP #2 Bot chord 2x6 SP #1 Dense Webs 2x4 SP 03 Roof overhang supports 2.00 psf soffit load. In lieu of sbucbeal panels or rigid calling use purfms: CHORD SPACING(IN OC) START(FT) END(FT) BC too 0.15 59.85 Calculated vertical deflection is 0.72" due to live load and 1.37" due to dead load at X - 30-0-0. All wind load cases on this buss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 R from roof edge, RISK CAT 11, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with addi6onat CB.0 member design. Calculated horizontal deflection is 0.16" due to live load and 0.28' due to dead load. Bottom chord checked for 10.00 psf non -comment We load. Deflection meets U360 five and U240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING' note below. MWFRS loads based on trusses located at least 15.00 it. from roof edge. 14'0"12 31'10"8 14'0"12 �+ 7'9"8 - 6'3"4 874 7'9"- T9" 8'2"4674 - T9"8 mH0710 =8X8 =8X8 =8X8 =H0710 T3 T4 T4 T3 4 p T2 =6X12(A2) W3 W3 W3 W W T2 S6X12(A2J 1 rn 8X8 T1 W4 W4 LW3 W3::; T1 En En W1 W2 W1 ! �+ 12' - B 8X8 B2 B3 B4 83 B2 Bt =H0710 =3X10 =H0710 =8X8 =3X10 =4X8 =H0710 =8X8 =H0710 60, 7' - 6'4"8 7'9"4 -i - 5'11"4 - 5'11"4 -'r 7'9"4 - 6'4'8 - 7' -t°7 fill' -• R=2825# U=304# RL=140/-140# W=7"10 R=2825# U=304# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = A20 SEQ = 17331 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M/TPI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.1296 O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF &FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 208 SPACING 24.0" TYPE COMN 1OD:(ZUt$I) /AIVItKIL AIV-LthIUIV 1 AG "I Top chord 26 SP #2 Sot chord 2:8 SP #1 Dense :63 2x8 SP SS: Webs 2z4 SP #3 Special loads Lumber Dur.Fac. 1.25I Plate Dur.Fac =1.25) TC- From 72 plf at -1.00 tb 72 plf at 7.06 TC- From 36 plf at 7.06 to 36 pit at 12.81 TC- From 36 pit at 12.81 to 36 plf at 47.19 TC- From 36 plf at 47.19 to 36 plf at 52.94 TC- From 72 plf at 52.94 to 72 plf at 61.00 BC- From 4 plf at -1.00 to 4 pit at 0.00 BC- From 20 pit at 0.00 to 20 plf at 7.06 SC- From 10 plf at 7.06 to 10 plf at 52.94 BC- From 20 pfl at 52.94 to 20 plf at 60.00 BC- From 4 pif at 60.00 to 4 pif at 61.00 SC-1380.40 lb Conc. Load at 7.06,52.94 BC- 576.50 lb Conc. Load at 9.06,11.06.13.06,29.06 30.94,32.94,34.94,36.94,38.94,40.94,42.94,44.94,46.94 48.94.60.94 BC- 580.35 lb Conc. Load at 15.06.17.06,19.06,21.06 23.06,25.0697.06 140 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT 11, FRCP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+f-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.16" due to live load and 0.29" due to dead load Deflection meets U360fve and L240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.94" due to live load and 1.77- due to dead load at X = 30-" All wind load cases on this truss have a 1.33 duration factor. 11110 UVVU. I'Ktt'AKtU 6Y I Kt ALVINt Jl)t3 UCJIUNCK t'KUL3KAIVI t-KUIVI I K000 tv"10 -UU h 3 Complete Trusses Required Nail Schedule:0.1289c3', min. nails Top Chord:1 Row @12.00" o.c. Sot Chord: I Row @ 5.50" o.c. Webs :1 Row @ 4'o.c. Repeat nailing as each layer is applied. Use equal sparing between rows and stagger nags in each row to avoid spitting Roof overhang supports 2.00 psf soffit load In lieu of structural panels or rigid caging use purrhns: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 59.85 WARNING: Furnish a copy of this DWG to the installation contmaor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. . 12'9"12 34'4"8 12'9"12 -+ -- T2" - 5712 - 5'10"8 5'8"12 57' - 67" - 5'8"12 -+- 5'10"8 - 57"12 - 77' =H0710 =4X6 =8X8 1111.5X4 =8X8 =4X6 =H0710 1113X5 =1-11010 =1-11010 =4X6 =1-11010 =4X6 =H7010 =H1010 .1113X5 60, 5'9" - 57'- 5'8"12 - - 5'10"8 - 610"8 - 5'8"12 - 57' - 57- 6'1"11 ---� h�6'1"11 � • � t- 60' - --- - - - ^� yy�N N N N N N N N b N''j�n N h N Ny+N N.I..N�j hf-TD",2 -576M -r576f1 -rSEITN-rS60E1 ` -rSFT'� 76f1 -r57a! _r577rv-r57� • 577 13ZI TD",2 1380# 5760 580# 580/ 580# 580A 5769 5769 576# 5760 5760 5760 R=9513# U=2087# W=7"10 R=9505# U=2267# W=7"10 (Rigid Surface) (Rigid Surface) DESC. = A21 SEQ = 17579 PLT. TYP.-WAVE DESIGN CRIT=F8C201000M/rP1-2007FT1RT-20%(0%)110(0) QTY= 1 PLIES= 3 TOTAL= 3 REV. 10.03.11.0209.20 SCALE=0.0931 "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 02-18-2013 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL - TC DL 15.Opsf PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. NOT BE P E ET BC DL 10.Opsf DRWG O W1WITH COPY OF THIS DESIGN TO THE INSTALLATION SHALL RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS PE# 49200 CA# 27788 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF 8r FLOOR TRUSS SYSTEMS O/A LEN. 60 4175 MARTIN HIGHWAY 1.25 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. JOB #: 2087 OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 COMN FAX: (T72) 288"4234 AND USE OF THIS COMPONENT Pit] LDINQ nFSIQNFR PFR ANSVTPI 1-1995 SECTION 2_ SPACING 24.0" TYPE IOD:(LUt$/) /AMtKIUAN-LtliIUN / tSl Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP #3::Rt Nailer SP #3: (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 it mean hA ASCE 7.10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Roof overhang supports 2.00 psf soffit load. In rieu of structural panels or rigid ceikng use pudms: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 24.38 Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this buss have a 1.33 duration factor. - 1. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X7 except as noted. Special loads Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 72 plf at.1.00 to 72 plf at 5.00 TC- From 36 plf at 5.00 to 36 plf at 19.50 TC- From 72 pit at 19.50 to 72 plf at 25.50 BC- From 4 Of at -1.00 to 4 pit at 0.00 BC- From 20 pif at 0.00 to 20 plf at 5.05 BC- From 10 pit at 5.05 to 10 plf at 19.46 BC- From 20 plf at 19.45 to 20 pit at 24.50 BC- From 4 plf at 24.50 to 4 pit at 25.50 TG- 264.021b Cone. Load at 5.05,19.45 TC- 156.281b Cone. Load at 7.06, 9.06,11.06,1225 13.44,15.44.17.44 BC-223.31 It, Conc. Load at 5.05,19.45 BG 94.291b Conc. Load at 7.06, 9.06,11.06,1225 13.44,15.44,17.44 Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50 264# 156# 1568 156# 2649 - 5'0"9 2-0"3 156,1t 2' .,}- 2' 1 t 1 2"4 12"a' 2' t 2' SGZ - 2-0"3 t 510"9 5' 14'6" 5' 4'10" 4'8"4 5- B2 83 �� 4'11"4 4'8"4 4'11"12 4'6"8 411"4 �r�+ 1' - 5'0"9 2'0"3 2' 2' 1'2"4 1'2"4 2• 2' 2'0"3 5'0"9 223# 4°' 94# 940 940 94# su 94# 2230 R=582# U=144# W=3" R=264pif U=100plf W=12'6" (Rigid Surface) (Rigid Surface) R=575# U=142# W=3" (Rigid Surface) DESC. = 61 SEQ = 17560 PLT.TYP.-WAVE DESIGN CRIT=FSC201DCOM/fP1-2007FT/RT40%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.3031 "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 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS P E ET PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 240600 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: 2087 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE BSUITABILITY AND UILDING DESIGNER, OF THIS ANSI/TPI 1 COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE HIPS IOD:(-LUt3/) /AMtKIL:AN-LtUIUN / bZ Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP #3::Rt Nailer SP 43: Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non-concuaent live load. Deflection meets 1-/360 live and 1-I240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on Musses located at least 7.50 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 1—) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hA ASCE 7-10, CLOSED bidg, not located vathin 4.50 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wind loads and reactors based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use puriins: CHORD SPACING(IN OC) START(FT) END(FT) SC 120 0.13 24.38 AD wind load cases on this in= have a 1.33 duration factor. T 10'6" 7' it m p T 5'3" - 5'3" 7' 1114X6 R It1.5X4 T2 1114X6 R) 12 n� T 4 p T1 W W3 T1 < ? =3X5(B1) W2 W1 H1.5X4 r b71.5X4(--) �.5X4 �3X5(B1) ///1. 4 %1.5 12- 61 =5X7 81 I � l�l ham--8'3"13 11'l0"6 63"13 +� 6'1"5 5'11"3 5'11"3 6111.5 R=471# U=130# RL=78/-78# W=3" (Rigid Surface) 24'6" —'-- T — R=756# U=145# W=7"10 R=756# U=145# W=7"10 (Rigid Surface) R=471# U=130# W=3" (Rigid Surface) (Rigid Surface) DESC. = B2 SEQ = 17563 PLT.TYP.-WAVE DESIGN CRR=FBC201000M/TPI-2W7FTIRT-W%(0%)110(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.3031 —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 02-18-2013 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS'DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET IDL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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 ANSIfrPI 1-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 240600 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 ,JOB #: 2087 SPACING 24.0" NpE HIPS )D:(2:U75/) /AIVItKIL;AN-Lt(jIUN / 1:33 Top chord 24 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W 1 256 SP #2: 140 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 psf, wind BC DL=5.0 psf. GCpi(H-)=0.18 End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and 1-/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. o3X5 r m N 2'9" 1 HI6 UWU. I`KtNAKtU tSY I Nt ALVINt JUtS UtblUNLK YKUUKAM FKUM I KUJJ MFK'J LAYUU 1 2 Complete Trusses Required Nail Schedule:0.128"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. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceTng use purl : CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 12.50 7' 2,9" 5"8 5"8 278 7' 2'3"8 '� 2'8" 6'10"4 2'6-4 - — 12'6" R=573# U=127# RL=231-23# W=7"10 (Rigid Surface) R=573# U=127# W=7"10 (Rigid Surface) DESC. = B3 SEQ = 17586 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M/TPI-2007FT/RT-M(0%yI0(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 10.03.11.0209.20 SCALE=0.6426 O ••WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE ONIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TPSN OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING TRUSSES. SS SSE EI CONFORMANCE WITHSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2. T = STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf O.O sf BC LL p TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 120600 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" NPE COMN JOD:(LUt5/) /AIVItKII:AIV-LtIdIUIV / L, I Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP #3::Rt Nailer SP #3: 1-) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 It 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=5D psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use pur6ns: CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.04 12.63 All wind load cases on this buss have a 1.33 duration factor. - T6"15 1 HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYUU I Special loads Lumber Dur.Fac. 1.251 Plate Dur.Fac. 1.25) TC- From 72 pit at -2.00 to 72 pit at 3.00 TC- From 36 pit at 3.00 to 36 pit at 9.67 TC- From 72 pit at 9.67 to 72 plf at 14.67 BC- From 4 pif at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pit at 3.05 BC- From 10 pit at 3.05 to 10 pIf at 9.62 BC- From 20 pit at 9.62 to 20 plf at 12.67 86 From 4 plf at 12.67 to 4 plf at 14.67 TC-103.60 lb Conc. Load at 3.05, 9.62 TC- 63.72 lb Conc. Load at 5.06, 6.33, 7.60 BC-113.75 lb Conc. Load at 3.05, 9.62 BC- 49.161b Conc. Load at 5.06, 6.33, 7.60 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50 104# 640 640 64Y iD4# 2'0"3 A- 1-3--4 - t 1,3„4 4_ 2'0"3 + 3,0„9 3' 68" 3'- 3' 3' - �174 =5X7 T2 N4x6(R) 12 { F 4 .\\1) � =3X5(61) W11.5X4("W1 Sx4 1.5x4 .� 12' xB=3xs 2' 12 7" sD+�2'11"4 6712 T1" - h+ 12'8" 3'0"9 2'0"3 -�� 1'3"4 -�� 1'3"4 �-- 2'0"3 3'0"9 114# 49# 49# 49# 1140 R=966# U=298# W=3" R=966# U=298# W=3" (Rigid Surface) (Rigid Surface) 2' DESC. = C1 SEQ = 17549 PLT. TYP.-WAVE DESIGN CRR=FBC201000M/TPI-2007FT/RT=20%(0%)/l0(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.4819 "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 02-18-2013 mfbt D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF & FLOOR' SYSTEMS 0/A LEN. 120800 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE HIPS )D:(ZUS/) /AIVItKIUAN-LtUIUN / L:Z TOP chord 2A SP #2 N Bot chord 2A SP #2 N Webs 2:4 SP #3 :Lt Nailer SP #3::Rt Nailer SP #3: Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf nonconcurrent We load. Deflection meets U360 We and L/240 total load. Creep increase factor for dead load is 1.50. 5' 1'6"7 5' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.001t mean hilt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(11-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purrins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.04 12.63 All wind load cases on this buss have a 1.33 duration factor. 2'8" 5' 2'B" 5' >r� 179 =4X4 T2 =4X4 4 12 T1 W1 T1 3X5(Bt) W1 /1.5X4(") %l.5X4('•) =3X5(61) - r SX4 n_ //l1.SX4 12' 1111.5X4 101.5X4 B1 2' R=732# U=175# RL=79/-79# W=3" (Rigid Surface) 12'7" 4'11"4 24"8 12'8" 4'11"4 �+ 2' R=732# U=175# W=3" (Rigid Surface) DESC. = C2 SEQ = 17552 PLT. TYP.-WAVE DESIGN CRIT=FBC201000WTP1.20o7FT1RT40%(0%)1I0(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.4819 "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, 583 T. STILES TC LL 20.0 sf p REF O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF20GA 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 404 SW CAMDEN AVE STUARTFL 34994 , TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120800 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE HIPS )D:(LUt5/) /AMtKIL;AN-Lt(iIUN / GJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 02 N 1-) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Sot chord 2x4 SP 02 N Webs 2,4 SP 03 140 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 it from roof edge, RISK CAT II, EXPC. vrind TO DL=5.0 psf, wind BC :Lt Nailer SP #3::Rt Nafler SP A3: DL=5.0 psf. GCpi(-/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concarfent five load. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets U360 We and L240 total load. Creep increase factor for dead load is 1.60. BC 120 0.04 12.63 MWFRS loads based on tosses located at least 7.50 fit. from roof edge. Ali wind load cases on this buss have a 1.33 duration factor 6'4" 6'4" — — f � 1'6"9 6'4" 6'4" —4X4 12 4 p T1 m N T1 0 0 W1 ///1.5X4('•) =N iv 3X5(B1) =3X5(Bt) m %1.5X4(••) 1%1.5X4 N1.5X4 1 12' g1 1111.5X4 H 2' R=732# U=174# RL=91/-91# W=3" (Rigid Surface) 6'1"8 12'7" 6'1"8 iv 12'8" 2' R=732# U=174# W=3" (Rigid Surface). DESC. = C3 SEQ = 17554 PLT. TYP.-WAVE DESIGN CRIT=FBC201000MrrPI-2007FT1RT-20%(0%y10(0) QTY= 3 TOTAL= 3 REV. 10.03.11.0209.20 SCALE=0.4819 MKO ••WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 20.Opsf TIC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD, 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS 0/A LEN. 120800 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-42.34 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE COMN )D:(LUO/) /AIVICKIUMIN-Lr-UIU1V / MJ IU Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP 93: ("")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind. 15.00 It mean hilt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind SC 101-=5.0 psf GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with addNonal C&C member design. .259 Root overhang supports 2.00 psf soffit load. 1'4" 1 2'9"15 Bottom chord checked for 10.00 psf non-ooncurrent rive load. Deflection meets U360 live and 1-240 total load. Creep increase factor for dead load is 1.50. 9 - 1'0"5 - 5'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=125) TC- From 0 plf at -1.41 to 71 plf at 0.00 TC- From 2 plf at 0.60 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 pit at 0.00 SC- From 2 plf at 0.00 to 2 pif at 9.84 TC--26.03 lb Conc. Load at 1.33 TC_ 161.88 lb Conc. Load at 4.16 TC- 305.52 lb Conc. Load at 6.99 BC-19.28 b Conc. Load at 1.33 BC-10426 lb Come' Load at 4.16 3as# 162 f BC-184A3 b Conc. Load at 6.99 In rieu of structural pa el or rigid ceiling use pudins: 2'10"3 CHORD SPACING(IN OC) START(FT) END(Ff) BC 4'7"l All wind load cases on this truss have a 1.33 duration factor. �- 115" 9110"1 4'7"1 R=97# U=34# NAILED 1'4" 2'9"15 2'9"15 2'10"3 tsar ta/ ta4# R=407# U=129# W=10"1 R=374# U=63# NAILED (Rigid Surface) DESC. = HJ10 SEQ = 17497 PLT. TYP.-WAVE DESIGN CRIT=FBC201DC0M/rP1-2007 FT/RT=20%(0%y10(0) QTY= 4 TOTAL= 4 REV. 10.03.11.0209.20 SCALE=0.7139 O **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T ". STILES P E ET PE# 49200 CA# 277$$ 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 91001 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE HIP JACK 100:("LUIJI) /AMtKIL:AN-LtUIUN / HJiJ Top chord 2x4 SP 02 N Bot chord 2x4 SP 02 N 140 mph v&d, 19.06 ft mean hgL 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 MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 30 0.15 2.68 All wind load cases on this truss have a 1.33 duration factor. DESC. = HJ3 PLT. TYP.-WAVE �• •rr- 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: ('772)288-4234 =3X5(A1) 1'5.1 DESIGN CRIT=FBC201000M/fPI-2007 2.83 v R=166# Rvr--178# U=129# RL=48# W=4'3 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads Lumber Dur.Fac =1251 Plate Dur.Fac=1.25) TO- From 0 pit at -1.41 to 71 pit at 0.00 TC- From 2 plf at 0.00 to 2 plf at 2.68 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.68 Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets LI360 We and L240 total load. Creep increase factor for dead load's 1.50. MWFRS toads based on trusses located at least 9.53 R from roof edge. 4 TOTAL= 4 10] REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI M n1mr_ nl=clr.MRR Dr-P AMCtrrol I_Ioac CCrT-1 I 2'1'7 2'8'7 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" R=3314# U=24# NAILED 1 m M c� M E0 1 R=4064# NAILED SEQ = 17539 SCALE=1.9630 REF DATE 02-113-2013 DRWG Si O/A LEN. 20802 JOB #: 2087 TYPE HIP JACK 10b:(ZU8/) /AMtKII;AN-LI=UIUN / HJ4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord Z 4 SP 02 N Special loads Bot — chord 2x4 SP 92 N (Lumber Dur.Fac. 125 / Plate Dur.Fac =125) :Lt Nailer SP 03: TC-From 0 plf at-2.83 to 71 plt at 0.00 TC- From 2 pit at 0.00 to 2 plf at 4.18 I—)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. BC- From 0 plI at -2.83 to 4 pif at 0.00 ft mean hgt, ASCE 7-10, CLOSED bid , Located an BC- From 2 pif et 0.00 to 2 33 at 4.18 140 mph wind, 15.00 g anywhere in roof, RISK CAT II, EXP C, wind TO DL=5.0 pst, wind BC DL=5.0 psf. TC- From 41Conc. Load at 2 plf GCpi(+/-)=0.18 BC- -4.66It, Conc. Load at 1.33 -105M Wind loads and reactions based on MWFRS with additional C&C member design. Roof overhang upports 2.00 psf soffit load. 1'4" 2'10"3 Bottom chord checked for 10.00 psf non ncument We load. In lieu of structural panels or rigid cefling use pud'ms: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets U360 We and L240 total load. Creep increase factor for dead load is 1.50. v BC 48 0.15 4.18 2'5ry All wind load cases on this buss have a 1.33 duration factor. I 1 %1.5X4 2715 %1.5X4("•) =3X5(81) 2.83 v R=290# U=2329 W=4"3 (Rigid Surface) 1'4" 4'2"3 — 2'10"3 R=401-37# U=39# NAILED 13'2"6 N N h[I P P IXI I Y I \ 12' R=65/-15# U=18# NAILED DESC. = HJ4 SEQ = 17547 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M/fPI-2007FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 10.03.11.0209.20 SCALE=1.1461 "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 O D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET TC DL 15.Opsf BC DL 10.Opsf DATE 02-18-2013 DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrfP11-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 40203 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE HIP JACK )D:(LU6t) /AMtKIUAN-LtUIUN / NJ/ Top chord 2v6 SP #2 Bot chord 2.6 SP #2 :Lt Nailer SP #3: I-) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph vrind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 260 Roof overhang supports 2.00 psf soffit load. 1,4" 4- Bottom chord checked for 10.00 psf non -comment live load. Deflection meets U360 five and LR40 tpjal rnaA trrop&W... /a= (nr J�W load is 1.50 1'5" 3X5(A1) I 110"13 14" 19# R=309# U=87# W=3"8 (Rigid Surface) 2.83 � THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 125) TC- From 0 plf at -1.42 to 71 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 7.01 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 6 plf at 0.00 to 6 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 7.01 TC--26.03 m Conc. Load at 1.33 TC-161.88It, Conc. Load at 4.16 BC-1928 lb Conc. Load at 1.33 BC-104.26 lb Conc. Load at I!j 2715 2'10"3 In Geu of structural panels or rigid ceiling use pudirrs: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.15 7.01 All wind load cases on this truss have a 1.33 duration factor. 6'1"4 7'0"2 2715 2'10"3 1 R=108# U=33# NAILED � i� (V (V R=129# NAILED 13'10"6 12' DESC. = HJ7 SEQ = 17512 PLT. TYP. WAVE DESIGN CRIT=FBC201000MrrPI-2007FT/RT--0%(0%y10(0) QTY= 2 TOTAL= 2 REV. 10.03.11.0209.20 SCALE=0.9534 **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 T. STILES TC LL 20.Opsf REF DATE 02-18-2013 DR., SUITE 200. MADISON, WI.63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A P E ET 0 COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS PE# 49200 CA# 27788 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY O/A LEN. 70002 DUR.FAC. 1.25 JOB #: 2087 PALM CITY, FL 34990 OFF: (772) 286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 404 SW CAMDEN AVE FAX: (772) 288.4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0" HIP JACK BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. TYPE JOb:(ZUI31) /AMERIGAN-LEGION / CJ1A Top chord 2x4 SP #2 N Bot lard 2x4 SP #2 N :Lt Nader SP 03: Right cantilever is exposed to wind Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 five and L240 total load. Creep increase factor for dead load is 1.50. i i \A1.5X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (^)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00It mean hgt, ASCE 7.10, CLOSED bldg. Located anywhere in roof, RISK CAT It, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+!-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In fieu of structural panels or rigid ceiling use puriins: CHORD SPACING(IN OC) START(Ff) END(FT) BC 10 0.04 0.91 Ali wind load cases on this truss have a 1.33 duration factor. R=-112# Rvv--72# U=105# NAILED 2' 10"15 R=377# U=1679 RL=40/-26# W=3" - (Rigid Surface) R=-30# Rw--24# U=26# NAILED DESC. = CJ1A . PLT. TYP.-WAVE DESIGN CRIT=FBC201000MlrPI-2007 FT/RT=203(096yt0(0) 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 4 TOTAL= 4 cR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE ;TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL =LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'• FURNISH'A Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE oONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE I TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS I APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL =PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE illMr: r1FCIr:AIFP PFP AMCI?PI'I-jQQS CFr`TIr1M 7 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" 12'6"3 12' SEQ = 17543 SCALE=2.2187 REF DATE 02-18-2013 DRWG Si O/A LEN. 1015 JOB #: 2087 TYPE JACK )D:(LUti() /AMtKIC;AN-Lt(iIUN / UJI Top chord 2z4 SP #2 N Bot chord 2:4 SP #2 N :Lt Nailer SP 03: Roof overhang supports 2.00 psf soffit load. In fieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 9 0.14 0.91 AN 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 (") 1 plate(s) require special positioning. Refer to scaled plate plat details for special positioning requirements. 140 mph wind, 15.00 R mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC OL-5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50. R=-27# Rtv-24# U=28# NAILED 12'6"3 12' DESC. = CJ1 SEQ = 17494 PLT. TYP: WAVE DESIGN CRIT=FBC201000M/TPI-2W7FT/RT-M16(0%y10(0) QTY= 12 TOTAL= 12 REV. 10.03.11.0209.20 SCALE=3.0694 MIO "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI1TPI 1-1995 SECTION 2. T. STILES P E E T PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART , FL 34994 TC LL 20.Opsf TC IL 1 5.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 1015 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE JACK r.o )D:(LWS /) /AMtKII:AN-LtUIUN / UJJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Top chord 2x4 SP #2 N (••) 1 plate(s) require special positioning. Refer to scaled plate plat details for special positioning requirements. Bat chord 20 SP #2 N :Lt Nailer SP #3: 140 mph wind, 15.00 It mean hgt. ASCE 7.10, CLOSED btdg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 pst, wind BC DL=5.0 pal. Roof overhang supports 2.00 psf soffit load. In fieu of structural panels or rigid ceiling use pudms: Wind loads and reactions based on MWFRS with additional C&C member design. CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf nc ononaarenl five load. BC 33 0.14 2.91 All wind Toad cases on this truss have a 1.33 duration (actor. Deflection meets L1360 Me and L240 total load. Creep increase factor for dead load is 1.50. R=81# U=41# NAILED &1.5X4 13'2"3 12' DESC. = CJ3 SEQ = 17492 PLT. TYP.-WAVE DESIGN CRrWBC2010C0MrrPI-2ID7FTIRT=M%f0%y10(0) QTY= 12 TOTAL= 12 REV. 10.03.11.0209.20 SCALE=1.7995 O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 21015 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 . SPACING 240" TYPE JACK JOD:(LU01) /AMtKIL AN-LtUIUN / L:JO Top chord 2x4 SP 02 N ' Bot chord 2x4 SP 02 N :Lt Nag" SP 03: 7"6 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 57 0.14 4.91 Ali wind load rases on this buss have a 1.33 duration factor. (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph viind, 15.00 It mean hg% ASCE 7-10. CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP C, wind TC DL-5.0 psf, vrind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1-1360 live and 1-240 total load. Creep increase factor for dead load is 1.50. R=153# U=73# NAILED 13'10"3 12' DESC. = CJ5 SEQ = 17490 PLT. TYP.-WAVE DESIGN CRIT=FBC2010C0M/rP1-2007FT/RT=2D%(0%u10(0) QTY= 8 TOTAL= 8 REV. 10.03.11.0209.20 SCALE=1.2728 O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O)A LEN. 41015 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 . SPACING 240" TYPE JACK JOD:(ZU01) /AIVICKIU/AIV-Lt:UIUIV / tJZ Top chord 2x4 SP C2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf nonKonaarent live load. Deflection meets U360 five and L240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 9.53 R from roof edge. (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 19.07 R 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 MWFRS with additional C&C member design. In lieu of structural panels or rigid calling use pudms: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.15 1.94 AD wind load cases on this truss have a 1.33 duration factor. R=38# U=19# NAILED 19'3"3 18'T' DESC. = EJ2 SEQ = 17537 PLT. TYP.-WAVE DESIGN CRIT=FBC201000fWPI-2007FTfRT=20%(0%)1I0(0) QTY= 2 TOTAL= 2 REV. 10.03.11.0209.20 SCALE=2.3034 •'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 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 ANSI/TPI 1-1995 SECTION 2. . P E ET PE# 49200 CA# 2778$ 404 SW CAMI N AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 11104 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 . SPACING 240" TYPE EJACK JOD:(1Ut3/) /AMLKI(;AN-LtCiIUN / LJ3 Top chord 2x4 SP 82 N Bot chord 2x4 SP 02 N 1'67 - :Lt Nailer SP 03: Right cantilever is exposed to wind Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50. N1.5X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 3"4 140 mph wind, 15.00 It mean hgt, ASCE 7.10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(I/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use puffins: CHORD SPACING(IN OC) START(FT) END(FT) BC 36 0.04 3.00 All wind load cases on this truss have a 1.33 duration factor. R=64# U=35# NAILED 2' 3' R=344# U=104# RL=63/-35# W=3" (Rigid Surface) R=49# NAILED 13'2"9 12' DESC. = EJ3 SEQ = 17506 PLT. TYP: WAVE DESIGN CRrr=F8C201000MfTPF2007FT1RT--20%(0%y10(0) QTY= 5 TOTAL= 5 REV. 10.03.11.0209.20 SCALE=1.4363 O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG ' SJ ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 3 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC.' 1.25 JOB #: 2087 . SPACING 240" TYPE EJACK JOD:(LUtJI) /AMtNII:AN-Lt(jIUN / tJ5 Top chord 2x4 SP i{2 N �ar — Bat chord 2K4 SP #2 N :Ll Nailer SP #3: 7"5 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 59 0.13 5.00 Ali wind load cases on Otis buss have a 1.33 duration factor. n\1.5X4(• 1.5X4 1 1 DESC. = EJ5 PLT. TYP: WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 (Rigid Surface) DESIGN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT I—) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 R mean hgL ASCE 7-10. CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT II, EXP C. wind TC DL=5.0 psf, wind BC DL-5.0 pal. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 five and 1-240 total load. Creep increase factor for dead load is 1.50. QTY= 9 TOTAL= 9 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE GI m nlm(2 nGelr_reee Dr. entcrrrDr I iooc canrrnnr o T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 R=156# U=75# NAILED 13'10"9 12' REV. 10.03.11.0209.20 SEQ = 17509 SCALE=1.2566 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf O.Opsf 45.Opsf REF DATE 02-18-2013 DRWG Si O/A LEN. 5 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" -TYPE EJACK )D:(LUt3/) /AIVItKIUAN-LtUIUN / tJ/ Top dtord 2x4 SP #2 N Bot chord 2K4 SP #2 N :Lt Nailer SP 03: Roof overhang supports 2.00 psf soffit load. >r In lieu structural panels dli rigid ceng use p CHORD SRD PACING(I(IN OC) START(FT) END(FT) BC 82 r--DA47.4 —7.00 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 ('•)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Ward loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent five load. Defection meets L/360 live and 1-240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=223# U=105# NAILED 14'6"9 12' R=410# U=79# RL=106/-40# W=7'10 R=134# NAILED (Rigid Surface) DESC. = ER SEQ = 17224 PLT. TYP.-WAVE DESIGN CRIT=FBC201000M/TPI-2107FT/RT-'20%(0%)t10(0) QTY= 12 TOTAL= 12 REV. 10.03.11.0209.20 SCALE=0.9534 O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUARTFL 34994 , TIC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS I O/A LEN. 7 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYpE EJACK )D:(LUU[) /AMtKIUAN-LtUIUN / MI Top chord 20 SP #2 N got chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP 03: Roof overhang supports 2.00 psf soffit load. (HI) = (J) Hanger not calculated (3)2x8 SP SS supporting member. (H2) = (J) Hanger not calculated (3)2x8 SP #1 Dense supporting member. Bottom chord checked for 10.00 psf nonconcrarent five load All wind load cases on this truss have a 1.33 dura&on factor. ffi 1.t %1.5X T-I — 7"4 — THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 R mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 it from roof edge, RISK CAT II, EXP C, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Witt additional CB.0 member design. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) 12'9"12 Be fpe 0. Deflection meets 1-1360 five and U240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 R from roof edge. 6'8" 6' 1. r 1111 Axe �9 6'4"l 5'111,11 1h-+ — 1' 12'9"12 R=673# U=124# RL=186/-64# W=7"10 (Rigid Surface) R=576# U=160# H = H1 and H2 0 2' DESC. = M1 SEQ = 17278 PLT. TYP.-WAVE DESIGN CRIT=FBC201000MrrP1-2007FT/RT-20%(0%y10(0) QTY= 29 TOTAL= 29 REV. 10.03.11.0209.20 SCALE=0.5252 I ••WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 20.Opsf TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 120912 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DURFAC. 1.25 . JOB #: 2087 SPACING 24.0" 7ypE MONO IOD:(LUtJ1) /AMtKIUAN-LI=UIUN / ML Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP 03 (HI) = (J) Hanger not calculated (3)2x8 SP 01 Dense supporting member. (1-12) = (J) Hanger not calculated (3)2x8 SP SS supporting member. Bottom chord checked for 10.00 psf noncon=em live load All wind load cases on this buss have a 1.33 duration factor. N m 3X5(B1; THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0,18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structuml panels or rigid ceiling use pur ins: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.14 12.81 Deflection meets L1360 five and 1.240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 fL from roof edge. 68"5 5111"11 '1 1111 SYA N � 6'4'1 611"11 h - 12'9"12 R=594# U=31# RL=123/-53# W=7"10 (Rigid Surface) R=580# U=74# H = H1 and H2 DESC. = M2 SEQ = 17281 PLT. TYP.-WAVE DESIGN CRIT=FBC20I000WTPI-2007FT/RT-20%(0%y10(0) QTY= 7 TOTAL= 7 REV. 10.03.11.0209.20 SCALE=0.5804 ••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, 583 T. STILES TC LL 20.Opsf REF O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPTAS 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 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120912 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE MONO )D:(LUtf/) /AMtKIL:AIN-L1=UIUN / MI11 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Nailer SP #3: Roof overhang supports 2.00 psf soffit load. (H1) = (J) Hanger not calculated (3)2x8 SP #1 Dense supporting member. Bottom chord checked for 10.00 psf noncorimmem five load. Deflection meets U360 five and 1-240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. rho — 7"1 —r 4'T11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 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, vrind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to vdnd pressure. In fieu of structural panels or rigid ceifmg use purfms: CHORD SPACING(IN OC) START(Fl) END(FT) BC 112 0.14 12.81 All wind load cases on this buss have a 1.33 duration factor. 9' 3'9"12 4W5 3'6"4 1- r 8'11"4 3'6"4 'r 12'9"12 R=673# U=140# RL=134/-48# W=7"10 (Rigid Surface) DESC.= MH1 PLT. TYP.-WAVE DESIGN �r.• •ra� 1�. 4175 MARTIN HIGHWAY PALM CITY. FL 34990 OFF: (772) 286-3700 FAX: (772) 288- 4234 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, 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 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD: 45.Opsf DUR.FAC. 1.25 SPACING 24.0" R=576# U=146# H=H1 SEQ = 17502 SCALE=0.5815 REF DATE 02-18-2013 DRWG Si C/A LEN. 120912 JOB #: 2087 TYPE JOD:("LUb /) /AMtKIUAN-LI=UIUN / MM1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 140 mph wind, 15.00 It mean hgt, ASCE 7.10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC :Lt Nailer SP #3: DL=5.0 psf. GCpi(-1-)=0,18 Roof overhang supports 2.00 psf soffit load. Wind loads and reactions based on MW FRS with additional C&C member design. (1-11) = (J) Hanger not calculated (3)2x8 SP #1 Dense Right end vertical not exposed to wind pressure. supporting member. In 0eu structural panels or rigid ceiling use cm Bottom chord checked for 10.00 psf nononaerd five load. FT: CHORD SPACING(IN OC) START(FT) END(FT) 11 01. 1' - 1 9 12 Deflection meets 1.1360 live and 1-240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on fuses located at least 7 ryO R from roof edge. — 7"4 -..i 5'7"11 5'4"5 1'8" r O =4X4 W1.5X4 �� 5'6"15 6'8"13 - —9- 12712 R=673# U=132# RL=161/-57# W=7"10 (Rigid Surface) DESC.= MH2 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=FBC20t000MrTPI-20a7 QTY= 4 TOTAL= 4 =R TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 OFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE :TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT- ACHED STRUCTURAL =LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE oONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE I TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS I APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL =PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.011 R=576# U=153# H=H1 SEQ = 17500 SCALE=0.5815 REF DATE 02-18-2013 DRWG Si O/A LEN. 120912 JOB #: 2087 TYPE HIPM )D:(LUtf /) /AMtKIUAN-Lt(iIL)N / MH(l THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Special loads Bot chord 2x4 SP #2 N --(Lumber Dur.Fac =1251 Plate Dur.Fac. 1.25) Webs 2x4 SP #3 TC- From 72 pit at -1.00 to 72 pit at 7.00 :Lt Nailer SP #3: TC- From 36 pit at 7.00 to 36 plf at 12.81 BC- From 4 pit at -1.00 to 4 pit at 07.0 (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning re p g requirements. BC- From 20 pIf at 0.00 to 20 plf at 7.02 BC- From 10 plf at 7.02 to 10 plf at 12.81 140 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, FRCP C, wind TC DL=5.0 psf, wind BC TG- 320.65 Ib Conc. Load at 7.02 DL=5.0 psf. GCpi(•%)=0.18 TC-223.381b Conc. Load at 9.06,11.06 Wind loads and reactions based on MWFRS with additional C&C member design. BC- 507.85 lb Conc. Load at 7.02 BC- 133.63It, Conc. Load at 9.06,11.06 Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use pudins: (1-11) = (J) Hanger not calculated (3)2x8 SP #1 Dense CHORD SPACING(IN OC) START(FT) END(FT) supporting member. BC 96 0.14 12.81 Bottom �qw1 checked for 10.00 psf non -concurrent We load. 2230e Deflection meets LI360 mand L240lotal load. Creep increase factor for dead load is 1.50. �p 7'0"4 All wind lo�gases on this W2qare a 1.33 duratiglf factor. 2' t 17 - 1' T 5'9"12 b 1� 7'2"8 57 '� R=1146# U=275# W=710 (Rigid Surface) 12'9"12 o v 12' i 2 07 2 1 9" 508# 136 1340 R=1380# U=318# H=H1 DESC. = MHG1 SEQ = 17504 PLT. TYP.-WAVE DESIGN CRIT=FBC20l0C0MrrPl-2007FT/RT=2o%(e%yIo(o) QTY= 4 TOTAL= 4 REV. 10.03.11.0209.20 SCALE=0.5815 O ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABBUILDINLITY AND G DESIGNER, OF THIS ERA S RPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T = STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUARTFL 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 02-18-2013 DRWG Si ROOF 8r FLOOR TRUSS SYSTEMS O/A LEN. 120912 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 SOB #: 2087 SPACING 24.0" TYPE HI PM IOD:(LUtf /) /liIVltKIU/HIN-LtUIUN / I U1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2A SP #2 N Special loads Bot chord 2X4 SP #2 N -(Lumber Dur.Fac: 125 / Plate Dur.Fac.=125) TC- From 72 plf at -1.00 to 72 plf at 2.00 140 mph wind, 19.08 R 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. TC- From 72 plf at 2.00 to 72 plf at 500 GCpi(+/-)=0.18 BC- From 4 plf at -1.60 to 4 plf at 0.60 BC- From 20 plf at 0.00 to 20 plf at 2'00 Wind loads and reactions based on MINFRS with additional C&C member design. BC- From 10 plf at 2.00 to 10 plf at 4.00 BC- From 4 pit at 4.00 to 4 plf at 5.00 Roof overhang supports 2.00 psf soffit load. TC- 215.671b Conc. Load at 2.00 In 0eu of struchaal panels or rigid ceilidul ng use pus: BC- 212.67Ib Conc. Load at 2.02 CHORD SPACING(IN OC) START(FT) END(FT) 2 Bottom chord checked for 10.00 psf non -concurrent live load. BC 44 0.15 3.85 2-�g12Eppl{RIggLS-p360'4)if21 R11$;6t ad is 1.50. Ali wind load cases on this buss have a 1.33 duration factor. 2, 2, 2' 2' =3X5 3X5(A1) 12-3X5(A1) 4 p T1 N T1 I 1 �--- 4"14 -� 2'0"3 R=468# U=161# W=3"8 (Rigid Surface) 3'2"4 4"14 - 4' 1' 2139 1'11"13 R=459# U=167# W=3"8 (Rigid Surface) DESC. = TG1 SEQ = 17541 PLT. TYP: WAVE DESIGN CRR=F8C201000MrTPI-2007FT/RT-20%(0%yf0(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=1.3387 O **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/rP11-1995 SECTION 2. T. STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG sJ ROOF 8r FLOOR TRUSS SYSTEMS O/A LEN. 4 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" -�ypE COMN JOb:(LUd/) /AMLKIL;AN-LLUIUN / V1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chard 214 SP 02 N 140 mph wind, 16.08 it 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. Bet chord 2A SP #2 N GCpt(+/.)=0.18 In lieu of sbuchual panels or rigid calling use pis: Wind loads and reactions based on MWFRS with additional C&C member design. CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.00 8.00 Bottom chord checked for 10.00 psf non-conament five load. See DWG VAL1400109 for valley details. Deflection meets U360 five and 1-1240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 16.08 ft from roof edge. A0 wind load cases on this truss have a 1.33 duration factor. 4' 4' �— 1'4"12 h 274 274 1'4"12 DESC. = V1 PLT. TYP.-WAVE ELK;O� T 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 286-4234 Fr/RT 20%(0%)lI0(0) =3X5 QTY= 2 TOTAL= 2 REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 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 BtILDING DFRIQNFR PFR ANRI/TPI 1-19g5,QFCTIr1N 7 T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 R=91plf U=100plf W=8' (Rigid Surface) REV. 10.03.11.0209120 TC.LL 20.Opsf TC DL 15.Opsf ; BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45:Opsf DURYAC. 1.25 SPACING 24.0" 163"1 SEQ = 17516 SCALE=1.0040 REF DATE 02-18-2013 Si O/A LEN. 6 JOB #: 2087 TYPE VAL JOD:(ZUt9/) /AIVItKI :AN-LthIUN / VZ Top chord 2z4 SP 02 N Bot chord 2z4 SP #2 N In lieu of structural panels or rigid ceiling use pudins: CHORD SPACING(IN OC) START(FT) END(FT) BC 48 -0.81 3.19 See DWG VAL1400109 for valley details. MWFRS loads based on trusses located at least 16.41 ft. from roof edge. 0 m p4 DESC. = V2 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 2' 2' 3X5(D1) DESIGN CRIT=F8C2010C0M/rP1-2007 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 16AI R 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(+P)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf nonconcul five load. Deflection meets 1I360 five and 1.240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 2' 2' =3X5 12 4 p T1 T1 3X5(D1) v v m io 61 4' 4' QTY= 2 TOTAL= 2 REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 aim niMrr nccir-MCD DCD —Q-131 4_IDOS crn 1-1 o T. STILES PEET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 REV. 10.03.11.0209.20 SEQ = 17514 SCALE=2.0081 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-18-2013 DRWG sJ O/A LEN. 4 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE VAL 15,11" JOD:(LUt5/) /AMtKIL:AIV-LtUIL)N / VJ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceffmg use purr=: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.81 11.19 See DWG VAL1400109 for valley details. MWFRS loads based on trusses located at least 7.87 ft. from roof edge. 1'4"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located vri6dn 9.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=5.0 pal, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent We load. Deflection meets U360 five and 1-/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 6' 6' 4'7"4 474 1'4"12 r4X4(Rl) 12 4 C:--- T1 T1 v v 0 0 iV iV =3X5(D1) W1 =3X5(D1) 1111.5X4 LJ 12' 61 9"13 12' 48"13 �+ R=91plf U=100plf RL=3/-3plf W=12' (Rigid Surface) DESC. = V3 SEQ = 17518 PLT. TYP.-WAVE DESIGN CRIT=FBC201000MITPI-2007FT/RT-2O%(0%yl0(0) QTY= 2 TOTAL= 2 REV. 10.03.11.0209.20 SCALE=0.6694 O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCEmd WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T. STILES P E E T PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 12 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 DUR.FAC. 1.25 JOB #: 2087 . SPACING 240" TYPE VAL )D:(1Ut$t) /AMtKII;AN-LtUIUN / V4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2(4 SP #3 In lieu of structural panels or rigid ceiling use purfins: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.81 23.19 See DWG VAL1400109 for valley details. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 8'10"8 6'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 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 MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf nonconcurrerd five load. Deflection meets U360 five and L/240 total toad. Creep increase factor for dead load is 1.50. AO wind load cases on this truss have a 1.33 duration factor. — 1'4"12 — 3'5"12 4' 6'3" 4' 3'5"12 — 1'4"12 — �14X6(R T2 1114X6 R 12 I 11 4p T1 T1 101.5X4 W2 1111.5X4 W2 N iN X5(D1) Wt W1 =3X5(131) 127"1 8 1111.5X4 =5X7 B2 2 =-5X7 1111.5X4 ,. 5'11"8 4'1"12 4108 i. 81 - 24' — - R=92plf U=100plf RL=3/-3pif W=24' (Rigid Surface) 4108 DESC. = V4 SEQ = 17533 PLT. TYP: WAVE DESIGN CRrT=FBC201000MlrPI-2007FT/RT-20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.3347 **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 02-18-2013 O D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E E T TC DL 15.Opsf BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I-1995 SECTION 2. PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 45.Opsf Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 24 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 ,JOB #: 2087 SPACING 24.0" TYPE VAL )D:(LUiS/) /AMtKIL;AN-LI=UIUIN / VO THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Top chord 2x4 SP A2 N 140 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TO DL=5.0 psf, wind BC Bot chord 20 SP U2 N DL=5.0 psf. GCpi(H-)=0.18 Webs 2x4 SP A3 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceding use purfins: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non -concurrent five load. BC 75 .0.81 19.19 See DWG VAL1400109for valley details. Deflection meets L/380 five and L240 total load. Creep increase factor for dead load is 1.50. AD wind load cases on this buss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 R from roof edge. 8110"8 27 8'10"B —1'4"12 3'5"12 4' 2'3" 4' 3'5"12 — 1'4"12 - =4X4 T2 =4X4 12 4 � T1 T1 M1.5X4 W2 M1.5X4 N N W2 N N :3X5(D1) W1 W1 =3X5(D1) 101.SX 1111.5X 1�1.SX ]_$_I 3'3"1 =5x 2 81 4'10"8 r 4'1"12 1'11"B2 8 4'1"12 .i- 4'10118 R=91plf U=100plf RL=3/-3plf W=20' (Rigid Surface) DESC.-= V5 SEQ = 17528 PLT. TYP.-WAVE DESIGNCRrr-FBC201000MRPI-2MTFT/RT=20%(D%)/10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.4016 O "WARNING* • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TP11-1995 SECTION 2. T • STILES P E ET PE# 49200 CA# 27788 404 SW CAMDEN AVE STUART, FL 34994 TC LL 20.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-18-2013 DRWG Si ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 20 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF, (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: 2087 SPACING 24.0" TYPE VAL )D:(LUb /) /AMtKIL;AN-LtCi10N / V(i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 02 N 140 mph wind, 15.41 It mean hgt, 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 Be Bot chord 2x4 SP A2 N DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 In lieu of structural panels or rigid ceTng use pudirrs: Wind loads and reactions based on MWFRS with addNonal C&C member design. CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non -concurrent live toad. Be 75 -0.81 15.19 See DWG VAL14001091or valley decals. Deflection meets U360 live and L240 total load. Creep increase factor for dead load is 1.50. Ali wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on busses located at least 7.71 R from roof edge. e 8' 1'4"12 274 4' 4' 274 —1'4"12 —� =4X4 4 C12�;- T1 8 W2 T1 1111.5X4 1111.5X4 m m ' tV tV =3X5(D1) W1 441 W1 =3X5(D1) lul.sxa u11.5Xa +13-11 "1 16' =5X7 4' 4' B1 4' 4' 16, " R=91plf U=100plf RL=3/-3plf W=16' (Rigid Surface) DESC. = V6 SEQ = 17523 PLT.TYP: WAVE DESIGN CRIT=FBC20IOCOMIIPI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 10.03.11.0209.20 SCALE=0.5020 ft m�K "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. T = STILES . P E E T PE# 49200 CA# 27788 404 SW CAMDEN AVE 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 02-18-2013 DRWG Si ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 16 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288-4234 DUR.FAC. 1.25 JOB #: 2087 . SPACING 240" TYPE VAL