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Home My WebLink AboutTrussJOD:(KLiUjjb) ,,barDara Bennett KbU:i�Jb / t- I Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 :B3 4x2 SP M-30: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. I-- 2'---{ 6'6" 167'15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI 2 Complete Trusses Required See DWG CNSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusses. All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.31" DL: 0.25". See detail DEFLCAMB1014 for camber rec endations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 10'5"3 I- — 5'61, ' 2' 14'2"15---I--- 2' - -I- 9'5"3 ---I P"A I--z --I 111"A IVA N 2' 2' --j R"A P"A 1-- 2,116 --� 2,0„12 1 2'0"12 1 2'012 2, W11 pp 12'3"'11 20'107 �{ ri 2'012"I �•-2'1"6 �{ �0"12 W"811 2•0.12 2'0"12 2'0"12 Ir 2'1"8 �I °„ °„-'I �2 �•{ I— 2'---I I'-1"e l F i -II� 2' ---I I— 2' —I I'-1 A 1= ". I-- 2 i 33'2"2 R=573/-53# W=4" R=2232# W=1' R=1004# W=1'5"1 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F1 SEQ = 104951 PLT TYP.-WAVE DESIGN CRIT=CUSTOMrrPI.2007FT/RT=12%(0%)/10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 15.01.01C.0611.00 SCALE=0.1875 _ 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 F0' ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE DESIGNER PER.ANSIrrPI• -19. SECTION 2. T. STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 40.Opsf TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 330202 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 1BUILDING DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 -0 )OD:(Kt3U33ti) /t3arbara t3ennett Kt3U3:ib / t-L Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. F— 2' —I THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required See DWG CNSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusses. All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and L/360 total load. Creep increase factor for dead load is 1.50. r 6'6" 15'0"5 ' ' ! 9,11 - 1;'6 66 ►�-2' + 13'1"5 1'10"+�1119'0"5 �I I-- 'I I-- --'I I-- 2' �I ♦~ r11°s � � zo"1z �{ � I � I F— 2' --I I 1 "e I I �i F� 2' ---I I- — 2' --I 1= l F� ° ? I f I I--2'0"1z 2'0"12 1111.5X4 W40 W2 W2 W2 1111.5X4 "j' =1.5X4 R Ill1.5X4 II 1.5X4 W=3X5 111.5X4 1111.5X4 II 1.5X4 W=3X5 =5X7 =1.5X4 R 4-4I Vy2 - W3W W3W W W3W W3W W3W W3W W3W W3W W1 Ill1.5X4 12'3"9 + 19'4"13 — �I F-2'012—I I—z1„a ro"1z r1'a —I I-- —{ F— —{ I— ro"1 z ---}-- z'o"1z --{— z'o"1 z —+— r11•'a --{ P,!� 9,!� I-- 2' —{ 2' 1,6„5 -i 31'8"10 R=590# W=4" R=1954# W=1' R=1055# W=1'4"11 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F2 SEQ = 104955 PLT. TYP.-WAVE DESIGN CRIT=CUSTOWrPI-ZO7 F71RT=12%(O%y10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 15.01.01 C.0611.00 SCALE=0.2500 "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC ILL 40.Opsf REF M(bK D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS " P E ET CERTIFICATION # 49200 TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 310810 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 BUILD BIG ES GNERE OF THIS CPI 1COMPONENT FOT OANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SY42 iob:(KBU3Jti) /Barbara bennettKBU33b / I-:S Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. f--2'� THIS DWG. PREPARED BY THE ALPINE JOB DESIUNEK PKUGKAM FKUM I RUSS MFK'S LAYUU I 2 Complete Trusses Required See DWG CNSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusses. All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.26" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 6,6" 15,1,3 _I_" 87"8 T�2' 13'1"9 1-11"4--{� 8'6"- _1 2'1"e 2-0"12 r 2-012 2'0°12 --{ I 1'1"8 7"9 1'0"12 1'0"1z ' 2' —I I� --I I- '� i— 2' —I I--- 2' �� I� �{ I-- �I t p1g i-- 2'0'•12'- "I-- 2'012 2' --I W=3X5 12'3"13 19'1"8 , " , ., { 0,12I 1�1 s I I — , „ �.- 2,0„12 _-}— 2,0„12 1,0„12 ro"12 z o 1z z 1 e z o 12 �� zo••1z —{p gf— �{ I-- --{ I--- z' --{ f-2'—I I�2'—�I t.,1 �2y1 31'5"5 -1 R=5871-3# W=4" R=2070# W=1' R=927# W=1'5"1 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F3 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTONIRPI-2007 FT/RT=12%(0%)/10(0) QTY= 1 PLIES= 2 TOTAL= 2 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0611.00 TC LL 40.Opsf TC DL 10.Opsf BC DL 5.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.00 SPACING 24.0" 1 4I SEQ = 104958 SCALE=0.2500 REF DATE 05-31-2016 O/A LEN. 310505 JOB #: KB0336 TYPE SY42 1013:(MUU.530) /tiarDara benneit Kt5U33U / r4 Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.19" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. I-- 2' --1 i 6'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required See DWG CNSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusses. All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 24.0" OC supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 4-6-0 roof spans with 2-0-0 overhang. Roof load: 30.00 psf LL and 25.00 psf DL. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 297'2 736# 14'1"3 9'17 i— 5161,---1am 2' - j- 12'1"3 i2' R=592# W=4" (Rigid Surface) 8'1"7 I— r1"6 ---I f-- 2,°„12 --i i-P1.1 [°„! 2'0 12 2� }3 � � ----°I3 2' _. '31 I-- 2'-�1 I-- 2'� 'i�za_+1'a"3 2'01z -F-2'012 r 12'3"7 + - 17'5" 2'012 �— 2'1„8 ---j I'� °"!� I' 2,0„12 _—I_ 2,0„12 � 2,1„6 —.I 1. 2' _-1 f' 91 I- — 2' -1 r T I' °' 21 1= =1 11V„1-=1 2' —1 R=1952# W=1' (Rigid Surface) 29'8"10 R=1564# W=1'4"6 (Rigid Surface) DESC. = F4 SEQ = 104964 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2DD7FT/RT=12%(0%y10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 15.01.01C.0611.00 SCALE=0.2500 0 **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 E T CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 10.0psf BC DL 5.Opsf BC LL O.Opsf TOT,LD, 55.Opsf REF DATE 05-31-2016 DRWG ROOF &FLOOR TRUSS SYSTEMS O/A LEN. 290810 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 )OD:(Nt3U33b) /t3arDara tsennen r t5uj.Sb / ra Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP M-30 :T2 4x2 SP #2: Bot chord 4x2 SP M-30 :B2 4x2 SP #2: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. T I f-- 2' ----i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.27" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 6'6" -}- 14'1"11 8'4"1 2' 12"I"11 -' - 2' 7'4"1 —� 2'1 2'0"12 1'°"1z 10"13 rI 1--2'-i F{ 1714 I.-2'2'--I lviz IF2,1"e —I F—2'0"12 --�--ra1z2'—I w2W=3X5 i ---- 12'3"15 - I i 167"13 -' I I f^ 2'0"12 2,1"8 ,{ 1=-" � ~1•6 { �- 2'0"12 --{-- 2,0"12 2,1"6 -+ 1'10"13 ♦~ 2 �� 1 „6 I �� 1'i F� 2' �i �� 2' ----i IF° 1yz I F: ° 1� 12 -� zfi'1r'12 R=603# W=4" R=1861# W=1' R=813# W=11"14 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F5 SEQ = 104923 PLT. TYP -WAVE DESIGN CRIT=CUST0MrrPI.2007 FT/RT=12%(0%)H0(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.2500 ••WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.0 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 P E ET TC DL 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf OF & FLOOR TRUSS SYSTEMS O/A LEN. 281112 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 ri FAX: (772) 288234 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. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SY42 JoD:(tV3u.5.Sn) /baroara t3enneu mtwo so i r-o Value Set: 13B (Effective 611/2013) Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. F--2'—I THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.25" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50, 6'6" —i 13'1"2 i 811"9 5'6" 1 2' 1 11'1"2 1 2' — 7'1"9 F-1I1'0„12I I� 2'1"s �i I� 2'°"12 �I �1„� �°„� f;z 1=i r s:1 zl )3 I F-- 2' ----{ 1 1 „e I I' �I I� 2' —I F� 2' —I I I I-- 2'1 "s ---I I-- 2'0'12 T 2'0"12 1 2' —4I3 W2 Iml 12'3"6 15'5"2 =axs I I—2'0"l2 1"8 2-1'0"12 1'1"8 1'0"12 1'3" � F--- „1 � —I F-- --i F---z'°"1z —I_ 2,1"8 +2,1„6—{_1,6„S�i 2' �I F� 2' �I T� FF°„12I F— 2 ---I 27'8"l1 R=605# W=4" R=1771# W=1' R=739# W=1'4"l (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC.= F6 SEQ = 104968 PLT. TYP.-WAVE DESIGNCRIT=CUSTOWMI-2007FT/RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.2500 ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF 0 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 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 270811 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1-1995 SECTION 2. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 94.0" TYPE SY42 JOD:(r,bUs3t)) /t:saroara rsenneu r oua,sb / r- / Value Set: 13B (Effective 61112013) Top chord 4x2 SP #2 :T2 4x2 SP M-30: Bot chard 4x2 SP M-30 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC �-- 2' ---i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 6-6" 13'1"12 1-2"3+ 6'6"12 �---- 5'6"— 2' 11'1"13 1'11"14 --ij- 6'6"12 2-1"6 2'012 ♦?'1„t, P° 1i ° 1M— 2,1„6 I-2'----I f--2'—I fV"12'I F- 2,1"6--p 2'0"12--1 2'----I W2 _... r 12'4"1 15'0"10 =4X6 131 I�2'0"12 P„11I H11�., I---2'0"12 _I_-2'1"s 2-1 1„ 1,°„tz T —�— �I I� I-- --I I— 2' �I I— 2 —I I ' 1„e l 17-1 f— 2' —I 1-- 2' 27'4"11 R=610# W=4" R=1723# W=1' R=745# W=1'5"1 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F7 SEQ = 104915 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrFPI-2007 FT1RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.2500 "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 40.Opsf REF 0 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS . P E ET CERTIFICATION # 49200 TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 270411 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 ( 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. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SY42 )oD:(ISbuJ3t)) /tsaroara bennen Nt:suj,sa / I-ts Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 Bot chord 42 SP #2 :B2 42 SP M-30: Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC f-- 2' ----i �--- 6'6" 1 12'1" 5'6" 2' 10,1" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7'1"11-{ 2' 1 6111,11 -� F--- P "1�I-- 2'1"8 2'012 ---i -"1��— 2'1"8 ---I 2" 3 I f— 2' -i �r a I f°7�i I--- 2' --i I-- 2' 1 --V„$ I I--1,9„3 _-f__- 2'9'12 1 2' —4I3 W2 � f- 1213'S"4 '3"4 =-sxi '' I I- 2, �-- 2,1„8 --I I °„12I I 1 a i I� 2,0„12 � 2,1„6 1'°"12 2, 0„1z �{ � �{ �---- ---I I-V„'t, F4 I--- 2' 2' �I 1"e I h'77 I � °„12I I--13--I z5'8"l1 R=611# W=4" R=1615# W=1' (Rigid Surface) (Rigid Surface) R=647# W=1'3"12 (Rigid Surface) 4- 4- DESC. = F8 SEQ = 104972 PLT.TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FTIRT=12%(0%v10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF 0 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 SUILDNG ES GNERE OF THIS A S RPI COMPONENT SE OROANNZ PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 10.Opsf BC DL 5.Opsf BC ILL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 250811 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0�� TYPE SY42 IoD:(Kbu3:ib) /bar-Dara Gennett Kt1u33b / t-a Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBR1014 for bracing and bridging recommendations. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 8.00' stud wall (13.75 PSF) supporting 4-6-0 roof spans with 2-0-0 overhang. Roof load: 30.00 psf LL and 25.00 psf DL. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U4B0 live and U360 total load. Creep increase factor for dead load is 1.50. 1 2'6" �{ 7360 „r 12'5"7 6,6„ 5'0"15 2' S'6" 8"13 +� 26 12 15 11 21 8 27"8 2'6"12 13 =1 X4 RS =3X5 - 1111.5X4 =3X5 =3X5 III1.5X4 IN —_ —_ ■ �■■:i ■ � 1 IF 10"5 1 2'8"4 1 1'511 i 2'1"8 2'78 12'6"15 R=1499# W=1' (Rigid Surface) 2'9"12 R=616# W=5"11 (Rigid Surface) DESC. = F9 SEQ = 104909 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMITPI-2007 FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.5000 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF O W�dWITH 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 10.0psf BC DL 5.Opsf DATE 05-31-2016 DRWG 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 ON THIS CERTIFICATION # 49200 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120615 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB* KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 f 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. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0° TYPE SY42 JoD:(Kbu i3b) /IdafDara Bennett Ktsu mb / I-i U Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 42 SP #2 :B2 4x2 SP M-30: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC �--2'----1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 10' 11 "6 - I- 6'3"5 —{ 5'6" 2' 8111"6 — 2' 575 +{ 1' 1'012 "1'1"B 1'0"12 10"13 1----1 f� � 2'1"6 --I f-- 2-012 "'..� E,.. "'1 H � fr "'I 2j' )3 I f-- 2' --i f= 1 �i 6 14 1-- z' —I 1-- 2' ---1 1-- 2'1 "6 ---i 2'0"12 --♦• 2' --fI3 W2 n11.5X4 =-4X6 W2 =1.5X4 R In1.5X4 1111.5X4 W=3X5 1111.5X4 P11.5X4=1.5X4(R) 4-- W3W W2 1 W3W W3W W W3W W3W OWW1 �TT TTTl 1 !.i 12'3"2 1 TY6 I I 2,0„12 2,1„8 —I 11°121 I 1„8'� 1�2,012-1--2'1"8—I Fes°121 2' --I I- 2' --1 P„14 I-- 2' --I 23'8"11 — R=619# W=4" R=1462# W=1' (Rigid Surface) (Rigid Surface) R=556# W=1'3"7 (Rigid Surface) DESC. = F10 SEQ = 104976 PLT.TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007FT/RT=12%(0%)/10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 •'WARNING* • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF O WfdWITH OONOFRIO 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 10.0psf BC DL 5.Opsf DATE 05-31-2016 DRWG 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 ON THIS CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 230811 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SY42 IOD:(IV31.1.5JO) iinarDara bennen rv5u.33n i r-I -I Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 Bot chord 42 SP #2 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC i 2' 6.6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 9'11"4 5'3"8 66" 2' 7'11"4 2' + 47-8�-� I— 1' --i F- 1,1"6 —I I-- 2'012 2'0"12 0l3 13„1 f~-2' +1� f~-2,1"6--4-1-I I- 2' -I- 1'1"62-1 T 1 T T 1 1 13"1 2, 2.0„12 2,1„8 �}=„1=1 F— 2' 116 -1 z 1,0„12 2,1„6 11"12 1 2, TY 1,1„6 —I 1"-I 21'8"11 11=635# W=4" R=1313# W=1' R=463# W=1'3"2 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F11 SEQ = 104980 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.3750 ZARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.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 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS C/A LEN. 210811 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 1j b 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. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 94.0,E TYPE SY42 IOD:(r,bUJJb) /tiarDara Bennett KbUJJb / I -I G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI Value Set: 13B (Effective 6/1/2013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 See detail STRBRIBR1W4 for bracing and bridging recommendations. Bot chord 4x2 SP #2 Webs 4x2 SP #3 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. i2'� 6'6" 18'11"2 14710 66" + 2' 6'11"2 2' —+ T310 �{ I►-. 1' �{ �- 1'1"8 -�{ 1I0'12 , 2 OIa3 2'---+I-1'012 F^-2,1"8—�-2,012 1 2, 1 1,1"8"'1 � —2,1„8 1114 2�t„11 T T 1 l f3 2' 2'0"12 —"I""' 1'1"8 +— 2'1.8 i 2' 11'1 "8 1 2'0„12 _ 2'1 "8 1'11"14 1'3' �{ 1�� 19'8"12 R=648# W=4" R=1167# W=1' R=372# W=17'13 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F12 SEQ = 104984 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2D07FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.3750 O WedCOPY "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 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT,LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 190812 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 1. • DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 )OD:tNbU3sb) immara tienneu Nbwjo / r--13 Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 2' . 1 I -HIS UWU. PREPARED BY THE ALPINE JOB DESIGNER PRUUKAM FKUM I RUSS MFK'S LAYOUT All plates are 3X5 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 6'6" 7'11" 3'3"12 5'6" + 2' 5'11" 2' 2'3"12 f3„I 2' — 012 1-- 2-1 "6--16„8 2'0"12 2, 1,2"4 - }— 2,1 "6 2, 2' T012 1,1„8 2,1„6--4-6"6—I 2' 11"6 —1 1� 2'1"6 --{— 1' --I— 1,3„ —i 1�- °12 17'8"12 R=662# W=4" (Rigid Surface) R=1017# W=1' (Rigid Surface) R=286# W=1'2"8 (Rigid Surface) T T 1 1 DESC. = F13 SEQ = 104988 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007 Fr/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.3750 ••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 40.Opsf REF DATE 05-31-2016 ftK 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 10.Opsf BC DL 5.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 200A 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. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.OpSf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 170812 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 rI DURTAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 IOD:kr%bU33t7) /barDara Bennett Kbwio / r--14 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with tap chord up. 6'6" 5'6" 2' f3„, I— —2, - 1,0"12 1 1.1„8 2,1"8 1111.5X4 =1.5X4(R) T 1 1111 SX4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. (") 1 plate(s) require special positioning. Refer t0 scaled plate plot details for special positioning requirements. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 6"6 =4X4 1111 SX4 W=3X5 7'9"13 1 1'4"15 5'10"14 T914 — - - 1"8 0'3 2'0"12 2' 1'2"4 1'10"10 —42p"� oi- W"-,N MINE 1 �- .5X4(RT T F3„r 2, 2,0„12 -Ij� 1y„8 2,1"8 — 6"6 i- 2, 1,1„8 1 1'012 IF 1,0„12'12 15'8"12 -1t R=664# W=4" R=962# W=1' R=103# W=1'2"3 (Rigid Surface) (Rigid Surface) (Rigid Surface) DESC. = F14 SEQ = 104992 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007FT/RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 •`WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.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 . PE E T TIC DL 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 150812 4175 MARTIN HIGHWAY DURTAC. 1.00 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 28&3700 FAX: �2) 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 404 SW CAMDEN AVE STUART,, 34994 SPACING 94.0" ITYPE SY42 JOD:kr%bUA3b) /barDara benneu mtSU33b / rl o Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP M-30 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC T 1 6'6" 5'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7'2"12 2' i6'2"12 �-- 1, 0'j3 F3'1 F•--- 2' 1,012 +1 1.11.8 _ + 2,1"8 1'10"4 2'0"12 2' -- 11 1111.5X4 -W0011-10010 i R=756# W=4" (Rigid Surface) 13'8"9 =4X6 2, 2,0„12—i--1'1"a i— 2'1"6 1'0'12 ,.I., 2, TY F~ 1'0"12 ---I 13'8"12 R=729# W=1'1"14 (Rigid Surface) TT 11 DESC. = F15 SEQ = 104995 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMfrP1-2W7FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0:5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF O zfdCOPY 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 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 BUILDING DES GNERE OF TAHIS S RPI 1COMPONENT FOT OANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE " P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUARTFL 34994 , TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 130812 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 94.0" TYPE SY42 IOD:(1\t5U330) /t5arDara benneii t\t5u3313 / r-I b I KIJ UWU. r"KtYAKtU t3Y I Kt ALI INt JUti U1=51GNtK r'KU(jKAM FKUM I KUJA" Mh K'5 LAYUU I Value Set: 13B (Effective 6/1/2013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 SP #2 Webs 4x2 SP 93 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead Iliad is 1.50. Truss must be installed as shown with top chord up. I—1'- - 657 _I_ 1'1"11 + 4'5"4 j� 5'6" 1'10"14 -4"4- 4'5"4 2 T_ 1'0"12 I1'1"8 + 2'0„6 2'0"12 2' III1.5X4 =1 011.SX4 =3X7 -1.5X4 R) T_ 1 y _. .. ■ 2 2'0"12 -{� 1'1"8 _,I) 2,0"6 -+1,0"12 2, 1,3„ 12'0"6 R=649# W=4" R=649tf W=4" (Rigid Surface) (Rigid Surface) T 1 DESC. = F16 SEQ = 104998 PLT. TYP.-WAVE DESIGN CRIT=CUSTOWPI-2007FT/RT=12%(0%)r10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 ZARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 40.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 10.Opsf DATE 05-31-2016 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT** FURNISH A CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE P E ET BC DL 5.Opsf DRWG O W�dWITH COPY OF THIS DESIGN TO THE INSTALLATION 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 ON THIS CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120006 4176 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 SPACING 24.0" TYPE SY42 FAX: (772) 288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 r BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOD:(Kt1u33b) ibarDara tsenneii r t5ujou / t--I / Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC I --1, --i 5'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 1'1"10 4'5"4 1'10"13 4 h4'5"4 I---1' — -I 1"? F311i 2' 1'012 1 1.11.8 2'0"5 �-- 2,012 2' III1.5X4 =1.5X4(R) 1111.5X4 T U W1 T 2, 2'0"12 �� 1'1„6 �� 2'0"5 „A �— 1'0"12 2, TY 1T 12'0"5 R=649# W=4" R=649# W=4" (Rigid Surface) (Rigid Surface) DESC.= F17 PLT. TYP: WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTOPMPI-2007 FT/RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 NOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE JCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 'ELS 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 3PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 'H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS "H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST J PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL :EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 T 1 REV. 15.01.01 C.0611.00 TIC ILL 40.Opsf TIC DL 10.0psf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 105001 SCALE=0.5000 REF DATE 05-31-2016 DRWG O/A LEN. 120005 JOB #: KB0336 TYPE SY42 IOD:(Kt3UJJb) /Barbara Bennett Kt3UJ3ti / t-IV Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2'4"e i 2'9"8 1'4"8 2' 1'9"8 �{ 1 3" 1 1'0"12 i 2'r'8 1111.5X4 =3X5 =1 SX4(R1 V5"12 T =3X5 Ti W2 f W2 W W W6 W =3X5 1111.5X4 1111.5X4 =3X5 3" 5'2" 1'0"12 i 2'1"8 1 5"12 1 1'3" 5,7, R=272# W=4" (Rigid Surface) W1 - 1113X5 R=272# W=4" (Rigid Surface) DESC. = F19 SEQ = 104901 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007 F7/RT=12%(0%)110(0) QTY= 3 TOTAL= 3 REV. 15.01.01 C.0611.00 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.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 10.Opsf BC DL 5.0psf DATE 05-31-2016 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 ANSUfPI 1-1995 SECTION 2. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50200 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 -4 FAX: (772) 288234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 0 IoD:(KbuJ3ti) /baroara bennett KbUJJb / I-Z1 Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 2'4"8 1'4"8 2' - �-3" 1'012 2'1"8 1111.5X4 -3X5 =1.SX4(R1 37'6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2'2"6 1'10"10 3" =3X5 -3X5=1.5X4(R) W2 W W2 W W6 W W =3X5 1111.5X4 1111.5X4 3X5 3" 5'6"14 1'0"12 + 2'1"8 + 10"10 + 1'3" 5'6"14 R=289# W=2" (Rigid Surface) R=299# W=5"11 (Rigid Surface) DESC. = F21 SEQ = 104904 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/rP1-2D07 FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=1.0000 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 40.Opsf TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT,LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50614 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 IOD:(KtiUJJb) /baruara Bennett rbuj;jti / t-zs Value Set: 13B (Effective 611/2013) Tap chord 4x2 SP #2 Bot chord 4x2 SP #2 :132 4x2 SP M-30: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1130/2013 by ALSC Truss must be installed as shown with top chard up. f-- 1' ----I THI DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.27" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.60. 7'5"6 i176 - i 6711 -1 6'6" }1'10"12 -+}3 6'7"11 I-- 1' ----i I I 0I3 F3„1 2' 1'012 _+ 1'0„12 1'0"12 2'0„4 "f l"? 2,1„6 Z012 _ 2, 3"1 F11 W2W2 1111 SXd 1111 SXd -�X7 VU='SXS _�_��i_�� IIII.III,��1 ll �.�-��1 ' R .5X4(R I T v1 11 F3„T z-- + 2'0"12 I 2' 1"8 �� 2'0"4 �I ITT 1'0"12 � 1'0"12 —{� 2' . � , 1,3,. 1 ' TT 1-- 1'012 0I3 15'3"8 fti — R=840# W=2"11 R=815# W=1'5"5 (Rigid Surface) (Rigid Surface) DESC. = F23 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMIrPI-2007 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 QTY= 1 TOTAL= 1 -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 I OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE IONSIBLE 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0611.00 SEQ = 105048 SCALE=0.5000 TC LL TIC DL BC DL BC LL TOT.LD. 40.Opsf 10.Opsf 5.Opsf O.OPSf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 150304 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(Kt5U&1t3) /tlarDara tient)ett KbU33tj / t-24 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/112013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 :T2 4x2 SP M-30: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chard 4x2 SP M-30 Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.32" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. i 2' 8'5"8 17"8 67"11 0I3 F311� I►- 2' T912 ---f-- T012 z,6„6 '",g ,g �I� 201z -f- � I � I�2'1.,6 + 2,0"12 + 2 1111.5X4 T-1.5X4(R) =4X8 1- III1 5xd W=1XS W2 =1- w2 16'3"l1 1116X8 W2 W=H0310 =-4X6 X4(R)I T 1W 1 1 F3"�= 2' 2'0"12 70"12 - —�� —i-- 1'0°12 + 2'0'6 -----� T TT I--- r0'12—f-1,o„12 -f— z, 1,3„ � 1,012 0I3 r- 16'3"11 R=896# W=2"11 R=871# W=1'5"5 (Rigid Surface) (Rigid Surface) DESC. = F24 SEQ = 105061 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMlTPI-2007FT/RT=12%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF 0 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 SUITABIILI DES GNERE OF THIS A S RPI COMPONENT SE OROANN2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 1.O.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD, 55.Opsf DATE 05-31-2016 DRWG ROOF 81 FLOOR TRUSS SYSTEMS O/A LEN. 160308 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 )OO:(KtfU33b) /IsarDara tfennett Kbu Sib Value Set: 138 (Effective 6/112013) Top chord 4x2 SP M-31 Bot chord 4x2 SP M-31 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. i2'� I HIS UV11U. PKEYAKEU BY I HE ALPINE JOB UESIGNEK PKUGKAM I-KUM 1 RUSS MFK'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.35" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 8'5"10 - 1 - 1710 1 77'11 7'6" 1-- 1' ---i 1,3„1 I~— 2 i TO"12 R=952# W=211 (Rigid Surface) 1'l1"4 --[3" 7711 1712 Y1 1 8 1� 0 12 OI3 1� 2'0"12 2'0"12 �-I Yi 1 8�-- 2'0'12 1- 2'0"12 ♦ 2' —�}3 { —,j -}� 2' + 2'0"12 2'0"12 + 1'0"12 + 2'0"12 YnT 2'0"12 1 1'0"12� 2' 1'3" --_1 1"6 11�"12 0I3 17'3"15 _I R=927# W=1'5"5 (Rigid Surface) T T 1 1 DESC. = F25 SEQ = 105041 P_LT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007 FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.3750 `•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 40.Opsf REF DATE 05-31-2016 0 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 10.0psf BC DL 5.0psf 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 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. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 170312 4175 MARTIN HIGHWAY PALM CITY. FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 )OD:(nr5Uo3G) /CarDara t3ennett KtdU33b / t-Lb Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #2 :T2 4x2 SP M-30: Bot chord 42 SP M-30 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 6'6" 7'5" { 2' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.32" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. 8'1"11 2' I 7'1"11 t3„{ 1-2' 2,0„12 8„7 3„ 2'1"6----I-�{2'012 .f• 70"12 -f- 2' -f � R=901# W=2"11 (Rigid Surface) DESC.= F26 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 2' _ + 2'0"12 T2'0"12 1,012 2,1„8 — "I" 1,87 -012 2' 1'3„ 1I-"I 16711 DESIGN CRIT=CUST0M/TPI-2007 FT/RT=12%(0%)110(0) 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-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 R=904# W=1'4"14 (Rigid Surface) T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART. FL 34994 T T 1 1 REV. 15.01.01 C.0611.00 TIC LL 40.Opsf TIC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 105025 SCALE=0.3750 REF DATE 05-31-2016 DRWG O/A LEN. 160711 JOB #: KB0336 TYPE SY42 )D:(K0ua3u) /tsamara tsennett rctsu.53u / r-z / Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 42 SP M-30 Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC I- 2' 6'6" i5-6" .+. 2' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 7'5"1 6'5"1 F — 1, _..I 0I3 C„'] i --- 2' 1'0"12 1 1'1"6 1 2'1"6 + ZW6 2'0"12 2, �3•,{ 1111.5X4 =1.5X4 R 1111.5X4 T 1.5X4(R)I T W2W W2 W W W W W3 W2 W11 -} W2 W3 W3 W1 ��W3 1 III 1.5X4 III 1.5X4 III 1.5X4 13'11"1 �dYfi 2' 2'0"12 1 1'1"6 - + 2'1"8 1 11"10 T012 2' TY —+{ T0"12 OI3 13'11"1 R=766# W=4" (Rigid Surface) R=739# W=1'5"5 (Rigid Surface) DESC. = F27 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007 FT/RT=12%(0%Y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C:0611.00 SEQ = 105051 SCALE=0.5000 '•WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 40.0 sf p REF O M9 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 BSUITABILITY AND UILDING ES GNERE OF HIS CPI COMPONENT SE FORANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL BC DL BC ILL TOT.LD. 10.Opsf 5.Opsf O.Opsf 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 131014 4175 MARTIN HIGHWAY PALM CITY. FL 34990 OFF: (772) 286-3700 -4 FAX. (772) 288234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 IoD:(Kt3UJ3ti) /Barbara Bennett KBO336 / F28 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Bot chord 4x2 SP M-30 Webs 4x2 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Lumber value set "13B" uses design values approved 1 /3012013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.60. Truss must be installed as shown with lop chord up. 6'6" 7'1"14 5.61, 2' —I- 6'1"14 2' 1-o"12 1 1'1"8 2'1"8 2'0"12 2' +3 hk OR 2 .{— 2.0"12 1`1"6 -}, 2'1"8 — —I— 8"10 —{ I--1'0"12 --}- 2' —I— TY ---I 1,0"12 —I r 13'7"14 R=737# W=211 R=740# W=1'4"14 (Rigid Surface) (Rigid Surface) DESC. = F28 SEQ = 105021 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrP12007FT/RT=12%(0%y70(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 40.Opsf REF O D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS P E ET CERTIFICATION # 49200 TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O!A LEN. 130714 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 CPI COMPONENTFOR AN ON 2, PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" T,(PE SY42 JomtKbu.i3ti) /baroara bennetl Kt3v53u / rZV Value Set: 13B (Effective 61112013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 5'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PKOGKAM FROM TRUSS MFR'S All plates are 3X5 except as noted. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 6'4"8 1 1'0"12 1 4'57 1'9"1 4'5"7 1-- 1, 1"? 1 013 'J'] 2' 1'0"12 —1 1.1118 i'10"9 11- 2'0"12 2' 1 Ill1.5X4 1.5X4(R) 1111 SXd =3X7 EM �M'mlmllll-B-L*-��d iii ._ .5X4(R)I v1 1 F3„T 2' -{- 2'0"12 1,1"8 ,}� r1o°s 1— 1'012 —1 2' -{- 1'3" —{ 1 "p OI3 j= 11'10"12 I -I R=655# W=4" R=627# W=1'5"5 (Rigid Surface) (Rigid Surface) DESC. = F29 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTDMrrPI-2007 FT/RT=12%(0%)/10(0) 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-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 ronlr_ nomr_ni..... 1-1—.—In" 9 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART. FL 34994 T 1 REV. 15.01.01 C.0611.00 TIC LL 40.Opsf TIC DL 10.0psf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 105054 SCALE=0.5000 REF DATE 05-31-2016 DRWG O/A LEN. 111009 JOB #: KB0336 TYPE SY42 JOD:(KBU,1-Jb) /BarDara Bennett KBUssb / r:w Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 4'10"1 = 3'10"1 u11.5X4 =15X4(R) =3X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. IL— 2' 2' 2' 6 5 + 2 1 8 =3X5 1111.5X4 =3X5 5'4"8 4'4"8 2 0 12 2 +3"--1 =3X5 =3X5 =15X4 MFVlw''04000 � • — ' � � �000 11 =3X5 =3X5 I W1 - ' � 1 1113X5 10'2"g F-3-{- 2' 1'6"5 2'1"8 -}- 1'0"12 2' 1'3" -I 10'2"9 R=548# W=2"11 R=551# W=11"5 (Rigid Surface) (Rigid Surface) 111.5X4 -3X5 =3X5 DESC. = F30 SEQ = 105018 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrP1-2007 FT/RT=12%(C%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=0.7500 - ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.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 CERTIFICATION # 49200 TICDL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT-LD. 55.Opsf DATE 05-31-2016 DRWG ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 100209 4175 MARTIN HIGHWAY DUR.FAC. 1.00 1 JOB #: KB0336 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 SCO PONES T FOR ANY BUILDING DESIGNER, OF PER THIS ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" ITYPE SY42 JOb:(KBU336) /Barbara Bennett K60336 / F31 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 3'5"12 1111.5X4 1.5X4( 4'5"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. i2'� 5'4"11 2' + 4,4"11 o? 2-0„8 2'11.8 2'0"12 2' 3„�{ �Ikm W---AA III 1Ri�. 1111.SX4 9'10"7 2' 1'0"6 g� 2'1"8 ro"12 2' 1 R=543# W=4" (Rigid Surface) DESC. = F31 PLT. TYP: WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 9'10"7 1 TOTAL= 1 -ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 NOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE JCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 4ELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A PY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE 3PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE "H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS "H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST D PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL :EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE I ni Mf: rIFCV:MFP PFP GMg1rrPI 1-1QQS Cq PrTir)M 7 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TY _ 0�3 R=516# W=1'5"5 (Rigid Surface) REV. 15.01.01C.0611.00 SEQ = 105057 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 10.0psf 5.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 91004 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(IV3U33b) n3arDara bennett Kwj ib / h:i1 Value Set: 13B (Effective 611/2013) Tap chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 3'4"8 2'4"8 i— 1' --- i 1'012 1111.5X4 1.5X4(R) 1111.5X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S All plates are 3X5 except as noted. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50 Truss must be installed as shown with top chord up. 2' 2'1"8 11'0"2 1111.5X4 4'3"14 TY14 2 3„ W2 W W3 W2 IN W2 W3 W IT RI -I 1'3" 311 7'8"6 2'012 -{- 2'1"8 2'0"2 7'8"6 R=409# W=2"11 (Rigid Surface) R=412# W=1'4"14 (Rigid Surface) DESC. = F32 SEQ = 105015 PLT. TYP. WAVE DESIGN CRIT=CUST0MrrP1-2007 FT/RT=12%(0%jH0(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=1.0000 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 BUILD BIG DES GNERE OF HIS CPI 1COMPONENT FOTROANY N 2, PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES P E E T CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 10.0psf BC DL 5.0psf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 70806 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(Kt3U3:ib) /tfarD2ra bennett KI31J3:it7 / I-:53 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bot chord 42 SP #2 Webs 4x2 SP #3 Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/3012013 by ALSC Truss must be installed as shown with top chord up. 1- 2' 4,4"3 1'1"3 + 2'4"11 3'4"8 + 1'117 1 a— 2'411 -I 2'0"12 III1.5X4 =� SYd/R1 or 2'0"15 11 ZO"12 3" II Tj W2 W W W3 W2 W W3 W2 T 1. W W I'T I 1111.SX4 V, — 7'10"2 21'0"12 2'0"15 - - 11,. 1'0"12 + 1'3" 0 7'10"2 R=432# W=4" (Rigid Surface) X4(R) V1 R=404# W=1'5"5 (Rigid Surface) DESC.= F33 SEQ = 105064 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMFrP1-2007 FT1RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0611.00 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC ILL 40.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 . P E ET CERTIFICATION # 49200 TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 70915 4175 MARTIN HIGHWAY DUR.FAC. 1.00 JOB #: KB0336 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE SY42 JOD:(ICCU-5J13) /t3arDara tSennett IKbw.5 i / rJ4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 2'4"8 2'4"1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 1'4"8 2' 1'4"1 � " 1'012 2'1"8 1'0"5 - 3- 1111.5X4 -1 RXd/Rl 1111.5X4 =1 RYAMI Ti E LW2W W2 W2 W 1111.5X4 /'s 3 4'8"9 1'0"12 2'1"8 R=2299 W=211 (Rigid Surface) DESC. = F34 PLT. TYP.-WAVE WOK°0��T 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DESIGN CRIT=CUSTOM/TPI-2007 FT1RT=12%(0%)1I0(0) R=267# W=1'4"14 (Rigid Surface) 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-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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01C.0611.00 SEQ = 105012 SCALE=1.0000 TIC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 10.Opsf 5.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 40809 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(Kt1Ujjb) /barDara t3erlrlett Kt9U;JJb / I-3b THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/112013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bot chord 4x2 SP #2 Webs 4x2 SP #3 Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Truss must be installed as shown with top chord up. 341 111 1411� i 2'4"8 i1'11"2 - 11 1 1'411 i 3" 1~ 1' 1'0"12 111.5X4 =1.SX4(R) 011.5X4 Or 2 0 10 1.18 1,0"12 -3"II Ti W2 W W3 W2 VJ2 W w 1, w IT I ' 3" 5'9"13 I 2'0"12 2'0"10 '81--- 1Z 0 5'9"13 R=319# W=4" R=297# W=1'5"5 (Rigid Surface) (Rigid Surface) DESC. = F35 SEQ = 105067 PLT. TYP: WAVE DESIGN CRIT-CUSTOMRPI-2007FT/RT-12%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=1.0000 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.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 TICDL 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 CERTIFICATION # 49200 BC ILL O.Opsf TOT.LD. 55.Opsf ROOF 8 FLOOR TRUSS SYSTEMS O/A LEN. 50910 4175 MARTIN HIGHWAY DUR.FAC. 1.00 1 JOB #: KB0336 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 404 SW CAMDEN AVE STUART, FL 34994 SPACING 240" . TYPE SY42 JOb:(KBU336) /Barbara Bennett KB0336 / F35 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC I- ZY14 i 1'4"8 3" ---�{� 1'0"12 1111.5X4 1.SX4(P.) 1'5"10 �{ 1'10"13 5"3 01 OP 1'11"9 �IT P:24 W2 W W2 1. W W W 1111.SX4 3 3'9"8 - 1'012 -I - 2'0 i 3'9"8 R=209# W=4" (Rigid Surface) P:2-� iX4(R) V1 S R=181# W=1'5"5 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets L/480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. DESC. = F36 SEQ = 105070 PLT.TYP: WAVE DESIGN CRIT=CUSTOM!P1-2007FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=1.0000 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. 63719) 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 BUILDING DESIGNER, OF THIS A S RPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 40.Opsf TC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS I O/A LEN. 30905 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 _ SPACING 24 1 npE SY42 'tt 1 )b:(KBU336) /Barbara Bennett KBO336 / F37 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC ! 3" 1 1,2"13 1 3" I T i 1 i 1'813 R=81# W=2"11 R=84# W=1'4"14 (Rigid Surface) (Rigid Surface) DESC.= F37. PLT. TYP.-WAVE 0 ROOF 8 FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 28B-3700 FAX: (772) 288-4234 DESIGN CRIT=CUST0M?PI-2007 FT/RT=12%(0%)/10(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. QTY= 1 TOTAL= 1 1R 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 1' OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE 'ONSIBLE 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 4BILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0611.00 SEQ = 105007 SCALE=1.0000 TIC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 10.Opsf 5.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 10813 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 )D:(ISCu3.Sb) /Barbara Bennett KL3U336 / I-3t3 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC ON3 3" 1'3° 3" --I--I 1.5X4(R) III1.5X4 1111.5X4 Ti W2t t W2 Twi 1. X4 1113X5 1113X5 3"15 1'S"1 I 1 1'9"3 R=167# W=1'5"5 (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) farces. All connections to be designed by the building designer Fasten rated sheathing to one face of this frame. DESC. = F38 SEQ = 105076 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrFPI-2DD7FT/RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=1.0000 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.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 SUITABBUILDING DESIGNER, OF THIS A S RPI COMPONENTFOR ANY ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E E T CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 10.Opsf BC DL 5.Opsf BC ILL O.Opsf TOT.LD. 55.0psf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 10900 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(Kt;U33ti) /tiarDara Bennett KUU33ti / I -AU THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bot chord 42 SP #2 Webs 4x2 SP #3 Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Lumber value set "138" uses design values approved 1/3012013 by ALSC Truss must be installed as shown with top chord up. 2'6" 6'6" 6T. — i= 5'6" + 2' — 5'1" �„1 2'6"12 27"8 2'1"8 i2'2"8 2'6"12 +},311-� III1 SYd =1YC. o1Y5 r11 SYd —1Y7 Diu��hb. -- ,� ►� f— 2'9"12 2 7" a 2'1"8 —I— 2'2"8 —}- 2'9"12 —� 127' R=679# W=4" R=692# W=1' (Rigid Surface) (Rigid Surface) DESC. = F40 SEQ = 104890 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FVRT=12%(0%)110(0) QTY= 10 TOTAL= 10 REV. 15.01.01C.0611.00 SCALE_ =0.5000 ZARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TIC LL 40.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 TIC DL 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 BUILDING DES GNERE OF THI S1COMPONENT FOTROANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT,LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 120700 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0�� TYpE . SY42 )D:(KbU33b) /Barbara Bennett KBO336 / F4UA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bot chord 4x2 SP #2 Webs 4x2 SP #3 Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. =3X7 1.5X4(R) T lV 1- 2'6„ 6'6" + 5'8"13 2' 4'8"13 2'6"12 2'T'8 —+ 2.1"8 1'10"5 —+- 2'6"12 1111 FXd ='iXF ='SXS 1111 RYA ='SY7 �. 12713 r 2'912 27'8 2'1"8--+- 1'10"5 2'9"12 �{ 12'2"13 R=660# W=4" R=673# W=7"13 (Rigid Surface) (Rigid Surface) DESC.= F40A PLT. TYP: WAVE DESIGN CRIT=CUSTOMrtPI-2W7FT/RT=12%(0%)/10(0) QTY= 1 TOTAL= 1 w(I ROOF & FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 -ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 NOFRIO DR., SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE JCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 4ELS 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 3PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 'H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 'H 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 )EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0611.00 TC LL 40.Opsf TIC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 104896 SCALE=0.5000 REF DATE 05-31-2016 O/A LEN. 120213 JOB #: KB0336 TYPE SY42 JOD:(r%bUJJb) /tSafDafa t3ennett KtiUJJb / I•-4U13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates are 3X5 except as noted. Top chord 4x2 SP #2 See detail STRBRIBRIO14 for bracing and bridging recommendations. Bot chord 4x2 SP #2 Webs 4x2 SP #3 In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. I- 2' —I 5'4"8 + 6010 — 4'4"8 - + 2' S'0"10 I•--1' ---'I F "d i - 2, 1'012 2'1"8 - 8„ 2 2'0"12 -}- 2' �31� 1 ME W'1'A I- 1111.5X4 11'6"2 W1 T T � i I 2' 2'0"12 — + 2'1"8 8"2 2' 17' h-, 1'012 ,--� 11'5"2 R=616# W=4" R=616# W=1'0"8 (Rigid Surface) (Rigid Surface) DESC. = F40B SEQ = 105004 PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2007FT/RT=12%(0%U10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF O D'ONOFRIO DR., SUITE 200, MADISON, W1.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 10.Opsf BC DL 5.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 110502 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 8- FAX: (772) 284234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOb:(KBU33(i) /Barbara Bennett K80336 / F40C Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC I� 2'6" �{ 6'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 5'8"12 r 5'6" — 2' 4'8"12 , F }� 2'6"12 -}- — 2'78 2'1T 1,10,4 2,612 IIIi SXd =3X5 ='iXfi 1111 SXd =3X7 _��_ ►� —:ice■ ■—_ - ' � �� 1 j -- 2'9"12 27'8 2'1"8 1'10"4 2'9"12 12'2"12 R=660# W=4" R=673# W=7"12 (Rigid Surface) (Rigid Surface) DESC. = F40C SEQ = 104887 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=12%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 40.Opsf REF DATE 05-31-2016 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 10.Opsf BC DL 5.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 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 SUITA BIG DESIGNER, USE OF THIS A S RPI 1COMPONENT FOT ON 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 120212 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288-4234 DUR.FAC. 1.00 JOB #: KB0336 SPACING 24.0" TYPE SY42 JOD:(KtSUJJb) /Bamara Bennett KBU336 / IAl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 611/2013) + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Top chord 4x2 SP #2 In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bot chord 4x2 SP #2 Webs 4x2 SP #3 Deflection meets U480 live and U360 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 2'6" �{ 6'6" 5'3"8 i5'6" + 2' 4'3"8 F3„}�- 2'612 1 278 -}, 2'1"8 +— 1.5" —. 2'6"12 =j-3"1 III1 RYA _'VY =1YS 1111 SVA .. _. ■ 1 r 2,9"12 27"8 - + 2'1"8 2'9"12 r 11'9"8 R=638# W=4" R=646# W=2"8 (Rigid Surface) (Rigid Surface) DESC. = F41 SEQ = 104893 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=12%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0611.00 SCALE=0.5000 -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 40.Opsf REF WACOPY 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 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE . P E ET TIC DL 10.Opsf BC DL 5.Opsf DATE 05-31-2016 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 SUITABBUILDING DESIGNER, PER A S RPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 110908 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.00 :J JOB #: KB0336 SPACING 94.0" TYPE SY42 +a � JOD:(KBU -,Ib) /Barbara Bennett KBU336 / ti1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2::Rt Stub Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. f 4'r'e THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 3,3„ _I MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4'1"8 3,3" T4"8 R=482# U=454# RL=29/-66# W=8" (Rigid Surface) =4X4 11 R=355# U=330# W=6" (Rigid Surface) DESC. = H1 SEQ = 97659 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 O **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 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 BUILDING DESIGNER, ERTANS CPI PONE T FOR N P PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC ILL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O!A LEN. 70408 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 8- FAX. (772) 284234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" ITYPF SPEC r �� )D:(NbU33b) /Barbara Bennett Kt3U;JJt3 / HZ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2::Rt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 000 Wind loads and reactions) teased on MWFRS, 3'10"15 1 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. r 3'10"8 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at 0.00 to 92 plf at 4.12 TC- From 92 plf at 4.12 to 92 plf at 8.25 BC- From 20 plf at 0.00 to 20 plf at 3.91 BC- From 10 plf at 3.91 to 10 plf at 4.34 BC- From 20 plf at 4.34 to 20 plf at 8.25 ,00sTC- 99.90 Ib Conc. Load at 3.91, 4.34 - 5"1 4f3C-41 g3 Ib Sens bead at 3 91,11 34 3'10"15 Left and right cantilevers are exposed to wind 6" 3'10"8 Bottom chord checked for 10.00 psf non -concurrent live load. 12 T1 5 p r- T1 n r 1113X10 1113X10 3X5(A1 =3X5(A1) T M1 M1 'v 8,3" 8'3" 3'10"15 5"1 3'10"15 42. 42# R=621# U=299# W=8" R=605# U=291# W=6" (Rigid Surface) (Rigid Surface) DESC. = H2 SEQ = 97676 PLT. TYP.-WAVE DESIGN CRIT=0UST0M/rP1-2D07 FT/RT=2096(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=1.0000 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 BUILDING DESIGNER, E OF THIS COMPONENT SECTION 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T. STILES P E E T CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 80300 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (T72) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE HIPS IOD:(ISBU.33t3) /Baroara Bennett KBU�33e / NJ VA Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. I —27'12 I 7'4"1 0'�1 r 7,q„1 2'10"1 2010 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 pit at 0.00 to 2 plf at 7.34 BC- From 2 plf at 0.00 to 2 plf at 7.34 TC- 76.84 lb Conc. Load at 2.65 TC--8.00 Ib Conc. Load at 2.66 TC- 200.55 lb Conc. Load at 5.49 BC- -89.73 lb Conc. Load at 2.65 BC- 84.26 lb Conc. Load at 5.49 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 1'10"3 R=129# U=115# NAILED iD i0 iP N lV N i- 27'12 2'10"2 i1110"3 DESC.= HJ3A PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 .90# R=337# U=271# W=11"5 (Rigid Surface) DESIGN CRIT=CUSTOMrrPI-2007 FT/RT=20WOM10(0) 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-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI III nIN(-, nrQir_MFP PPP AMCI?PI 1-1QQS grr.TIOKI 9 R=102# U=47# NAILED T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97688 SCALE=0.7500 REF DATE 05-31-2016 O/A LEN. 70401 JOB #: KB0336 TYPE HIP JACK KB0336/HJ3B Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. r 2'7"l3 ■1 ro N T -L 1 154 T4"5 T4"5 r 27"!3 DESC.= HJ3B PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 -157# R=338# U=344# W=11"5 (Rigid Surface) DESIGN CRIT=CUSTOWMI-2007 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at 0.00 to 2 plf at 7.36 BC- From 2 plf at 0.00 to 2 plf at 7.36 TC- 153.68 lb Conc. Load at 2.65 TC- 199.70 lb Conc. Load at 5.48 BC--157.12 lb Conc. Load at 2.65 BC- 83.81 lb Conc. Load at 5.48 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 2000 2'9"15 1'10"8 —� R=130# U=121# NAILED io iP iO tV tV IV 2'9"15 QTY= 1 TOTAL= 1 1'10"8 FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 )NOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE NCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL NELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A PY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE SPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE rH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS rH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST D PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 11 nIN(: nr Qf(_NCP PCP CNCI7 PI 1-1QQr gPr.TIr)N 9 R=102# U=55# NAILED T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97759 SCALE=0.7500 REF DATE 05-31-2016 DRWG O/A LEN. 70405 JOB #: KB0336 TYPE HIP JACK )OD:(KbUssd) /tial-Dara tiennett KbU3:iti / HJ:iC: Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. T I 1 T 1 R=-54# Rw=49# U=46# NAILED R=296# U=4689 RL=155# W=8" (Rigid Surface) R=-50# Rw=51# U=50# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DESC. = HJ3C SEQ = 97519 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007FT/RT=20%(0%yI0(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 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 ANSIIrPI 1-1995 SECTION 2. T. STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf ror.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 O/A LEN. 11009 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24. D'� TYPE JACK JOD:(KBU33ti) /Barbara Bennett Kt30336 / HJ6U Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. (= 2714 DESC. = HJ3D PLT. TYP.-WAVE wrd 0 ROOF $ FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 28,6-3700 FAX: (772) 288-4234 1540 5W 15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at -0.00 to 2 pif at 5.41 BC- From 2 plf at 0.00 to 2 plf at 5.41 TC- 154.11 lb Conc. Load at 2.65 BC--138.42 Ib Conc. Load at 2.65 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 2'9"1 — - I R=V&# U=44# NAILED 27'13 2'9' 2 - -1389 R=321# U=227# W=8"8 (Rigid Surface) DESIGN CRIT=CUSTOM/rP1-2007 F71RT=20%(0%I/10(0I 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, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 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 R=64# U=48# NAILED T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97749 SCALE=1.0000 REF DATE 05-31-2016 DRWG O/A LEN. 50415 JOB #: KB0336 TYPE HIP JACK )D:(KBUJJD) /Barbara Bennett KBO336 / HJ3E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/112013) Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 TC- From 2 plf at 0.00 to 2 plf at 5.43 Bot chord 2x4 SP #2 BC- From 2 pit at 0.00 to 2 plf at 5.43 :Lt Wedge 2X6 SP #2: TC- 153.79 lb Conc. Load at 2.65 BC--139.26 lb Conc. Load at 2.65 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC Wind loads and reactions based on MWFRS. DL=5.0 psf, wind BC DL=5.0 psf. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. I_ 27'13 ; 1 2'9"4 1=4 U=40# NAILED 3.53 12 ro 1113X10 T1 c_n �n m =3X5(A1 T M1 1 5'5"2 2714 i2'9"4 -1390 R=279# U=236# W=10"15 R=59# U=44# NAILED (Rigid Surface) DESC.= HJ3E SEQ = 97746 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMITPI-20D7 FT1RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.0 sf p 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 05-31-2016 M PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A P E ET DRWG COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.Opsf 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 CERTIFICATION # 49200 BC LL TOT.LD. O.Opsf 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. SDsoz 4176 MARTIN HIGHWAY EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DUR.FAC. 1.25 JOB #: KB0336 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 PERANSI/TPI1-1995SECTION2. TYPE IOD:tNt5U3310) /barDara Cennett Kt5U.5.1b / r1JfA Value Set: 13B (Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -2896# MAX. (See below) from a non -wind load case requires uplift connection. Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 15d# _r s i 2'7"13 5'11"12 2#!N 2'9"15 2'9"15 10'11"14 11'0"14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at 0.00 to 2 plf at 11.07 BC- From 2 plf at 0.00 to 2 pit at 11.07 TC- 153.68 lb Conc. Load at 2.65 TC- 199.79 lb Conc. Load at 5.48 TC- 372.91 lb Conc. Load at 8.31 BC--157.08 lb Conc. Load at 2.65 BC- 83.86 lb Conc. Load at 5.48 BC- 171.68 lb Conc. Load at 8.31 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. 3734 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. T 273 �{ 5'1"3 R=341# U=96# NAILED T T T 27"13 2'915 2'9"15 2'9"3 --{ aau •Isla 172tl R=910# U=496# W=11"5 R=3601# U=582# W=5"11 (Rigid Surface) (Rigid Surface) R=-2896# Rw=-361# NAILED DESC.= HJ7A PLT. TYP -WAVE DESIGN CRIT=CUSTOWTPI-2007 FT/RT=20%(0%)1I0(0) O ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772)288-4234 QTY= 1 TOTAL= 1 =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 IONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 1 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 n 11- nCcirn OCO ANCI i1 O.G —T-11 9 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART. FL 34994 REV. 15.01.01 C.0610.23 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97606 SCALE=0.5000 REF DATE 05-31-2016 DRWG O/A LEN. 110014 JOB #: KB0336 TYPE HIP JACK )Ob:(KBU336) /Barbara Bennett KBU336 / NJi6 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "138" uses design values approved 1/30/2013 by ALSC 165 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. T 1 i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at 0.00 to 2 plf at 11.07 BC- From 2 plf at 0.00 to 2 plf at 11.07 TC- 153.68 Ib Conc. Load at 2.65 TC- 199.79 Ib Conc. Load at 5.48 TC- 372.91 Ib Conc. Load at 8.31 BC--157.C8 Ib Conc. Load at 2.65 BC- 83.86 Ib Conc. Load at 5.48 BC- 171.68 Ib Conc. Load at 8.31 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 1540 200# 373# �--2713 12'9'15 1 2'9"15 t- 2'9"3 —I 10"1"14 11'0"14 (r- 27'13 i2'9"15 2'9"15 -157# BO# R=464# U=501# W=11"5 (Rigid Surface) DESC.= HJ7B PLT. TYP.-WAVE DESIGN CRIT=CUSTOWPI-2007 FT/RT=20%(0%)/10(0) ;'WARNING-' TRUSSES REQUIRE EXTREM 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 5'1"11 1724 QTY= 1 TOTAL= 1 2'9"3 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 R=141# U=97# NAILED at � co in in in R=377# U=214# NAILED T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 97752 SCALE=0.5000 REF DATE 05-31-2016 DRWG O/A LEN. 110014 JOB #: KB0336 TYPE HIP JACK )D:(Kbwjb) /tiamafa Bennett KtSUJJb / rJtt, Value Set: 13B (Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 177# 4'S"9 3'7"13 11116 DWG. f REPARED 8Y THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 pif at 0.00 to 91 plf at 4.46 TC- From 45 plf at 4.46 to 45 plf at 8.11 TC- From 91 plf at 8.11 to 91 plf at 11.72 BC- From 20 plf at 0.00 to 20 pff at 4.46 BC- From 10 plf at 4.46 to 10 plf at 8.11 BC- From 20 plf at 8.11 to 20 plf at 11.72 TC- 176.61 lb Conc. Load at 4.46 TC- 438.37 lb Conc. Load at 8.11 BC- 83.78 lb Conc. Load at 4.46 BC- 209.25 lb Conc. Load at 8.11 Left cantilever is exposed to wind In lieu of rigid ceiling use purfins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 5'0"14 6'6"1 ♦ 5'2"10 37'6 R=293# U=185# NAILED v o a m o' m tV tV lV 6 6"1 + 5 1 10 R 11'8"11 4'5"9 37'13 376 �{ 80 R=1040# U=481# W=9"9 R=678# U=259# NAILED (Rigid Surface) DESC. = HJ7C SEQ = 97734 PLT. TYP.-WAVE DEMNCRIT-CUSTOMNP1-2007FT/RT=-A%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.5000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T. STILES TC LL 30.Opsf REF DATE 05-31-2016 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 O 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 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS I O/A LEN. 110811 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE OFF: (772) 286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" TYpE JACK FAX: M2) 288 -4234 SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE ei w nin,r_ nccin_aco oco nucvroi �ooc ecrnnu o )D:(RBU33b) /tiamara Bennett KBUssb / NJ/U Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 113012013 by ALSC 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Left cantilever is exposed to vAnd In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 1680 r 4'411 T 3'6"14 I— 6'6"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 11.83 BC- From 20 plf at 0.00 to 20 plf at 11.83 TC- 168.32 lb Conc. Load at 4.39 TC- 422.95 lb Conc. Load at 7.96 TC- 166.61 lb Conc. Load at 11.53 BC- 80.96 lb Conc. Load at 4.39 BC- 201.73 Ib Conc. Load at 7.96 BC- 298.71 Ib Conc. Load at 11.53 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 5'3"4 I m 66"12 - + 5'3"4 1670 3'6"14 . 14 R=438# U=290# NAILED v v o (V tV fV 11'10" �— r 4'4"11 3'6"14 3'6"14 6)a 2 2998 R=1168# U=538# W=9"10 - (Rigid Surface) R=1050# U=404# NAILED DESC. = HJ7D PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%Y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SEQ = 97739 SCALE=0.5000 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.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 SUITABBUILDING DESIGNER, PER ANSI/TPI COMPONENT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW C.MADEN AVE STUART, FL 34994 TC DL BC DL BC LL TOT.LD. 15.0psf 10.Opsf O.Opsf 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 111000 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK .,A JOD:(KbU33b) /taarDara bennett KCUJ;Jb / I:JIA Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=77# U=196# NAILED 1'10"B �j R=297# U=468# RL=154# W=8" (Rigid Surface) R=163# Rw=276# U=123# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DESC. = CJ1A SEQ = 97603 PLT. TYP.-WAVE DESIGN CRIT=CUST0MrrPI.2007FT/RT=20%(0%)110(0) QTY= 5 TOTAL= 5 REV. 15.01.01 C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN.FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF 0 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 05-31-2016 DRWG madWITH 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 ON THIS CERTIFICATION # 49200 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 11008 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 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 E SEC TOANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD BIG ES GNERE OF THIS A COMI/TPONENT 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" -TYPE JACK e 713:(KtfUJJ13) /barDara Bennett KbUJJb / UJ'1 b Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=77# U=196# NAILED i 1110'.8 - �{ 1'10"8 �{ R=297# U=326# RL=154# W=8" (Rigid Surface) R=-163# Rw=202# U=123# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DESC. = CJ1B SEQ = 97668 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FT/RT=20%(0%y10(0) QTY= 4 TOTAL= 4 REV. 15.01.01C.0610.23 SCALE=1.0000 0 ••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, W1.53719) 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD, 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 11008 MA RTIN ARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK IOD:(IV3U330) /CarDara bennett r tsU3.Sb / L.U-I (- Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. i 10"8 R=77# U=130# NAILED R=263# U=231# RL=105# W=6" (Rigid Surface) R=-129# Rw=129# U=96# NAILED FHIS UWG. FKI=F AREU BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DESC. = CJ1C SEQ = 97673 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/rPI-2D07 F7/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=1.0000 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 30.Opsf REF Wd 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 TICDL 15.Opsf BC DL 10.Opsf DATE 05-31-2016 DRWG 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIrrPI 1-1995 SECTION 2. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.0psf —_WITH ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 11009 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK )D:(IV7u33t)) /esarDara ben nett KbU Jb / L:JI U Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. R=77# U=196# NAILED r 1'107 R=264# U=416# RL=154# W=6" (Rigid Surface) R=-130# Rvr-225# U=97# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DESC. = CJ1 D SEQ = 97665 PLT. TYP.-WAVE DESIGN CRR=CUSTOMrrPI.2M7 FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.0 sf p REF DATE 05-31-2016 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 P E ET DRWG O WH COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE BC DL 10.Opsf 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY O/A LEN. 11007 DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 OFF: (772) 288-3700 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 AND OF THIS PONES T FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE STUART, FL 34994 SPACING 24.0" JACK BSUITABILITY UILDING DESIGNER, CPI ON 2. TYPE JOb:(KBU33t5) /Barbara Bennett K6U336 / GJ3A Value Set: 13B (Effective 611/2013) Top chord 2x4 SP 92 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. n T 1 3'10"8 - R=317# U=471# RL=301/-31# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=100# U=263# NAILED R=42# U=54# NAILED DESC.= CJ3A SEQ = 97518 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rPI-2007FTIRT=20%(0%y10(0) QTY= 6 TOTAL= 6 REV. 15.01.01C.0610.23 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 30.Opsf REF 0 madWITH 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 TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 31008 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK JOb:(KI3U33b) /Barbara Bennett KBU336 / GJ3t3 Value Set: 13B (Effective 611/2013) Tap chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 3'1 We - R=317# U=471# P.L=301/-31# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=100# U=263# NAILED R=42# U=54# NAILED DESC. = CJ313 SEQ = 97564 PLT.TYP.-WAVE DESIGN CRIT=CUSTOMTrPI-2007FTIRT=20%(0%u10(0) QTY=1 T0TAL=1 REV. 15.01.01C.0610.23 SCALE=1.0000 "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.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 180 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0pSf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 31008 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 2884234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK V Job:(KbU:i;iti) /Barbara Bennett KI3033b / L:J3L: Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. DESC.= CJ3C PLT. TYP.-WAVE Ma ROOF & FLOOR TRUSS SYSTEMS 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 3'10"11 R=318# U=472# RL=302/-31# W=8" (Rigid Surface) DESIGN CRIT=CUST0MrFPI-2007 F/RT=20%(0%)/70(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT. 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and CBC. Left cantilever is exposed to wind In lieu of rigid ceiling use puffins to brace BC @ 24" OC. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. R=101# U=265# NAILED R=42# U=55# NAILED 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 RI III 111MR nC¢I!_A DCD AMQI/ DI 7 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01C.0610.23 SEQ = 97546 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 31011 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK 1 4 JOD:(ISt6U33b) /baroara tfennett Kt3U33ti / L;JbA Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=186# U=288# NAILED b1 b1 b1 N tV tV i 5110"8 - 1 5'10"8 R=416# U=329# RL=261/-48# W=8" (Rigid Surface) R=86# U=34# NAILED DESC. = CJ5A SEQ = 97509 PLT. TYP: WAVE DESIGN CRIT=CUSTOM/TPI-2(107FT/RT=20%(0%y10(0) QTY= 4 TOTAL= 4 REV. 15.01.01C.0610.23 SCALE=0.7500 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, VA. 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 BUILDING DESIGNER, OF THIS SCO PONES T FOR ANY ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC ILL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX. (772) 288-4234 O/A LEN. 51006 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.011 TYPE JACK )D:(KBU33ti) /Barbara Bennett KBO336 / LJ3A Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. T 1 DESC. = EJ3A PLT. TYP.-WAVE 0 ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 3'10"8 3'10"8 - R=317# U=471# RL=301/-31# W=8" (Rigid Surface) DESIGN CRIT=CUST0MrrPI-2007 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=100# U=263# NAILED R=42# U=54# NAILED QTY= 2 TOTAL= 2 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01C.0610.23 SEQ = 97745 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 31008 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK )OD:(Kt3Ussb) /BarDara Bennett KBU3Jb / tJOA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 92 :Lt Wedge 2X6 SP #2: Lumber value set 13B" uses design values approved 1/3012013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 1- 5'3"8 R=386# U=316# RL=244/-43# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 R from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=162# U=261# NAILED R=73# U=35# NAILED DESC. = EJ5A SEQ = 97535 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%)/10(0) QTY= 3 TOTAL= 3 REV. 15.01.01 C.0610.23 SCALE=1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.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 ANSUTPI 1-1995 SECTION 2. . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 50308 4176 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE EJACK )D:(KbU33b) /barDara tiennett Ktwj; jtj / tJ(A Value Set: 13B (Effective 61112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/3012013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 7'10"8 T10"8 R=523# U=359# RL=312/-64# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=275# U=360# NAILED io in in R=124# U=23# NAILED DESC. = EJ7A SEQ = 97517 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI.2007FT/RT=20%(0%Nr0(0) QTY= 19 TOTAL= 19 REV. 15.01.01C.0610.23 SCALE=0.5000 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 BUILDING DESIGNER, OF THIS A S RPI COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SECTION 2 T. STILES P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUARTFL 34994 , TIC LL 30.Opsf TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.Lp, 55.Opsf REF DATE 05-31-2016 DRWG - ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 71ooe 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE EJACK )D:(ICCUjJb) /Camara t3ennett KI:3LI3:5b / tJ /C Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. 7'6"12 T10"8 T10"8 R=525# U=366# RL=303/-62# W=8" (Rigid Surface) DESC. = EJ76 PLT. TYP.-WAVE 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 A DESIGN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D wind TC DL=5.0 psf, wind SC DL=5.0 psf. Wind loads and reactions based on both MWFRS and CSC. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 199# U=121# NAILED R=517# U=540# NAILED QTY= 3 TOTAL= 3 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01 C.0610.23 SEQ = 97729 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 71008 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE EJACK � a• IOD:(Kt3U33ti) /tiawara tfellftett KbUJJb / tJ IU THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC Top chord 2x4 SP #2 DL=5.0 psf, wind BC DL=5.0 psf. Bot chord 2x4 SP #2 Wind loads and reactions based on both MWFRS and C&C. Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Left cantilever is exposed to wind 8"13 �{ Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 lite and U240 total lead. GFeep 6AGFease faG18F faF dead lead is 9'.' P3 concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. j -- 6'10"3 1'0"5 T a-, 1 R=523# U=378# RL=279/-56# W=8" (Rigid Surface) 6'1073 11"5 �11 7'10"8 =149# U=75# NAILED N N u) N tV <V t7 t+I c) R=476# U=540# NAILED DESC. = EJ7C SEQ = 97581 PLT. TYP.-WAVE DESIGN CRIT=CUST0MfrPI-20D7 FT/R7=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.7500 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TICLL 30.Opsf REF wfl 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 AND BUILDING DESIGNER, OF THIS COMPONENT FOR ANY S RPI 1-1995 SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS I O/A LEN. 71008 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234SUITABILITY DUR.FAC. 1.25 JOB #: KB0336 SPACING 24 TYPE EJACK IOD:(Kt5U3.Sb) /tiamara tsennen Kt5U33b / Lit U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 611/2013) 165 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind loads and reaclons based on both MWFRS and CBC. Webs 2x4 SP #3 r 2'8"13 :Lt Wedge 2X6 SP #2: Left cantilever is exposed to wind Lumber value set "138" 4'10"3 0 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. r— — MWFRS loads based on trusses located at least 15.00 ft. from roof edge. T 1 R=19A,d I1=15'N! MAII Frl r 4'1U3 I Z'11 0 I R=523# U=434# RL=215/-39# W=8" (Rigid Surface) 7'10"8 R=247# U=240# NAILED DESC. = EJ7D SEQ = 97553 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007F1RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 ••WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF DATE 05-31-2016 i 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 GR4D 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. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.0psf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 71008 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 268-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE EJACK iOD:(I,[SU.SJb) /13arDara bennell mbuj3b / tU! t_ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind loads and reactions based on both MWFRS and C&C. Webs 2x4 SP #3 :Lt Wedge 2X6 SP #2: Left cantilever is exposed to wind Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC In lieu of rigid ceiling use purlins to 2'2"3 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. 4'1"8 TY5 1 2'5"11 MWFRS loads based on trusses located at least 15.00 ft. from roof edge. - 4'1"8 1'3"5 2'511 - T a 1 R=107# U=135# NAILED =4X4 4'1"tl 1 1'3"0 1 ZW 11 1 1 R=523# U=469# RL=128/-46# W=8" (Rigid Surface) 7'10"8 R=263# U=228# NAILED DESC. = EJ7E SEQ = 97523 PLT. TYP: WAVE DESIGN CRIT=CUSTOWTI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF DATE 05-31-2016 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 o 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 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 CERTIFICATION # 49200 BC LL O.Opsf TOT.LD, 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 71008 4175 MARTIN HIGHWAY DUR.FAC. 1.25 JOB #: KB0336 PALM CITY, FL 34990 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE OFF: (772) 288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" TYPE EJACK FAX: (772) 288-4234 SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 01 uI nik— nocvr_111M MID AMC-01 I la— RGrTInM 9 lot):(Kt3w33td) /Barbara t3ennett Kbu6jb / tit t- Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2X6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. I T10"8 R=-777# R%. 1144# U=425# RL=312/-64# W=8" (Rigid Surface) DESC.= EJ7F PLT. TYP.-WAVE 4178 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 288-3700 FAX: (772) 288-4234 7'10"8 DESIGN CRIT=CUSTOMRPI-2007 FT/RT=20%(0%)/10(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5(A1) except as noted. Negative reaction(s) of -777# MAX. (See below) from a non -wind load case requires uplift connection. 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=236# U=319# NAILED r Ir n i� f, f_ in in in R=202plf U=222plf W=6'4" (Rigid Surface) R=112# NAILED QTY= 1 TOTAL= 1 REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RI III r11N(_ IICCIl=I.ICD DCD ANQI. rDI 1_1QQr RFr:TIr1N 7 T. STILES PEET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 REV. 15.01.01C.0610.23 SEQ = 97508 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 71008 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE EJACK IOD:(r,bUJ.5t)) /tsarDara Bennett m3uj.5o / Jl Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1130/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. If 5'5"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4'4"12 R=1709 U=221# NAILED m m m in � 01 N (V N 9.9"8 h 9'10"B R=624# U=441# RL=218# W=8" R=308# U=156# NAILED (Rigid Surface) DESC. = J1 SEQ = 97522 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007Fr1RT--20%(0%y10(0) QTY= 5 TOTAL= 5 REV. 15.01.01C.0610.23 SCALE=0.7500 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF O madWITH 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 DATE 05-31-2016 DRWG 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 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE, SUITABBUILD BIG DES GNERE OF THIS ANSI/TPI 1COMPONENT FOT ON CERTIFICATION # 49200 404 SW CAMDEN AVE STUARTANY FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 91008 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 TYPE JACK IOD:(IKt5U33b) /barDara tiennen r tSU33b / JL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5'4"5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4'3"5 R=167# U=218# NAILED N N N GD fD fD (V fV rV 916"11 - -11 i i 9'711 R=511# U=437# RL=214# W=8" (Rigid Surface) R=299# U=154# NAILED DESC. = J2 SEQ = 97547 PLT. TYP.-WAVE DEMNCRIT=CUSTOMrrP1-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.7500 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF DATE 05-31-2016 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 15.0psf 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 BUILDING ESIGNERE OF THIS COMONENT FOR PER ANS RPI 1-11995 SECT ON Z PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 90711 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0�� TYPE JACK � . t )oD:(Ict3u3;3b) /barDara tSenneii I�t5U330 ! J3 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. T W14 1. R=596# U=432# RL=210# W=8" (Rigid Surface) 5'2"10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4'1"10 R=162# U=214# NAILED fV fV lV 9'3"4 i 9'4"4 R=287# U=150# NAILED DESC. = J3 SEQ = 97559 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMFPRI-2007 FT/RT-20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.7500 ..WARNING** TRUSSESREQUIRE EXTREMECARE INFABRICATING, S8RACING. REFERTO HIB-91 (HANDNGNSTANG ADBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TIC LL 30.Opsf REF DATE 05-31-2016 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 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. CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL O.Opsf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 90404 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 8- FAX: (772) 284234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK iD:(rnKuaat)) /Karoara Kennet[ rKu sat) / J4 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 6'8"3 6'8"3 R=452# U=386# RL=169# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 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 D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=211# U=270# NAILED R=101# U=27# NAILED DESC. = J4 SEQ = 97521 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrP1-2007FT/RT-20%(0%)I10(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. _ REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.0 sf p REF M 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 BSUITABILITY AND UILDING DESIGNER, OF THIS S1COMPONENT FOR AN ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUARTFL 34994 , TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf ror.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 288.4234 O/A LEN. soao3 DUR.FAC. 1.25 JOB #: K60336 SPACING 24.0" TYPE JACK )b:(Kt3U:53ti) /Barbara tdennett Kt3Us3b / Jb Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 6'10"6 R=462# U=389# RL=172# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 4.50 It from roof edge, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=219# U=276# NAILED R=105# U=27# NAILED DESC. = J5 SEQ = 97520 PLT. TYP.-WAVE DESIGN CRIT=CUST0M/rP1-2U07 FT/RT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 15.01.01 C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.Opsf REF m D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 61006 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE ACK 1010:(KBU331i) /t9arbara tSennett KtIU336 / J6 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 113012013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 1 1 3'8"l1 - R=306# U=525# RL=175# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=84# U=184# NAILED R=40# U=51# NAILED DESC. = J6 SEQ = 97571 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMlTPI-2007FT/RT=20%(0%y10(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.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 10.0psf DATE 05-31-2016 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 BSUITA131LITY AND UILDING DESIGNER, OF THIS S1COMPONENT FOR ANY ON 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 BC LL 0.0psf TOT.LD. 55.Opsf ROOF & FLOOR TRUSS SYSTEMS 0/A LEN. 30811 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX. (772) 28✓3-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK )OD:(IKbU.53b) /CarDara 13enneu IKbuojo r if Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 3'9"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=88# U=194# NAILED - 3'9"12 R=310# U=530# RL=179# W=8" R=42# U=52# NAILED (Rigid Surface) DESC. = J7 SEQ = 97511 PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=10%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TC LL 30.0 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 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. . P E ET CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 30912 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK Job:(KBU33b) /barDara t3ennett Kt3U33b / Jd Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESC. = J8 PLT. TYP.-WAVE Ma ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 R=355# U=346# RL=138# W=8" (Rigid Surface) DESIGN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=132# U=190# NAILED 4'9"d 4'9"8 R=61# U=35# NAILED 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-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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART. FL 34994 REV. 15.01.01C.0610.23 SEQ = 97552 SCALE=1.0000 TC LL TC DL BC DL SC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 05-31-2016 DRWG O/A LEN. 4090E DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0" TYPE JACK JoD:(r\bu mo) /t5arDara menneu mwjao / Jy Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 It Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. T 1 R=354# U=345# RL=137# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 165 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Wind loads and reactions based on both MWFRS and C&C. Left cantilever is exposed to wind In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. R=130# U=188# NAILED 1 11 4'9"2 R=61# U=35# NAILED DESC. = J9 SEQ = 97582 PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 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 150 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 CERTIFICATION # 49200 404 SW CAMDEN AVE STUART, FL 34994 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT,LD, 55.Opsf REF DATE 05-31-2016 DRWG ROOF & FLOOR TRUSS SYSTEMS O/A LEN. 40902 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX: (772) 288-4234 fir- DUR.FAC. 1.25 JOB #: KB0336 SPACING 24.0 TYPE JACK