The URL can be used to link to this page

710 Sailfish Dr E - Permit RESA17-0020 OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 �r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Y/r/6 Revision to Issued Permit l/ Corrections to Comments_ Permit# Z A;k I 1 -6060 Project Address 7/0 Sg> � �� /r7'l-A- • p� Contractor/Contact Name1B-o Phone, w 9-06, G 19 Email �X X (P—W eS4 Description of Proposed Revision/Corrections: Permit Fee te$ d, (2- Additional Additional Increase in Building Value$ Additional S.F. By signin ,I �✓ 10e— 0 affirm the Revision is inclusive of the proposed changes. Signa a Contr or/ nt crease in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments �4Ifl*Ci ,fpr k--p To_�y De artment Review Required: Reviewed By Tree - istrator is Utilities / 27/ 2 oG Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beady Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS ,r Date Yl r/6 Revision to Issued Permit V Corrections to Comments_n Permit# Q ESA I 1 —6060 Project Address 7/0 Contractor//Contcctact Na/me �j` Phone*q q o(O � LY1 �/ Email :7r �G— <9—W eSV— Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ Additional S.F. 4signin ,1 �✓ /r' laffirm are Revision is inclusive of the proposed changes. i t //V-�6ntra or/ or(C nvactorto tfincrease in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: Reviewed By Tree 'stratoreEblir Work _) L/ 'c Utilities v _ /S— a Date Fire Services �s•r � '^ `�y E CITY OF ATLANTIC BEACH ,t C 800 Seminole Road JUN 18 2M Atlantic Beady Florida 32233 ,rREVISSIIOON REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Y1 S COMMENTS, fRevision to Issued Permit V Corrections to Comments_��-Permit# V ESA O —0060 Project Address //0 S / � �� • /CT' e,:�_Q Contractor/Contact Name r-- 1`CO_?(9�C,-�'�- Phone !oq D L -/ Email 7: s �Wes141)CcoNS'FY-`�lG� Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ Additional S.F. By signin ,I /t"L' O affirm the Revision is inclusive of the proposed changes. Si gta Conn or/ t(C ntractorm if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: . . on Reviewed By Tree strator e utirtie5 G �za'�tV Date Fire Services RECEIVEn D., 9, CITY OF ATLANTIC BEACH JUN 2 7 800 Seminole Road Atlantic Beach,Florida 32233 (1 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date -) —�I Revision to Issued Permit_ Corrections to Comments ✓ Permit# RAS q�1-0020 Project Address 1 ��c� `,YTs\ 'F�S� 3d Contractor/ Name[ 1,F.�� JYA'0 C E`er Phone Zf C) Email Description of Proposed Revision/Corrections: Permit Fee Due$ NNI ao l k� h Ir Additional Increase in Building Value$ Additional S.F. 4Ao,,Od A aff m the 'sion is inclusive of the proposed changes. or/Agent ntract n if increase in valuation) Date (Office Use Only) Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning eviewed y strator Public wor tllides 6 -�7�i� Public Safety Date Fire Services i 1 IL � a LP es � I � HE get �� Ili egg W� I �- I. '_I � m z• �e�� $g 3 -7s �� z a a a� a 1 CITY OF ATLANTIC BEACH 800 Seminole Road r. ] Atlantic Beach,Florida 32233 ,r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Y�rxIORevision to Issued Permit t/rrections to Comments_} Permit# Project Address 7/0 5;0-, Z � -_��• /C7� ` �, ^� Contractor/Contact Na/me�i8-o Phone !ct6 O ©(O � W ( Email TDscG W e5� /CON�T2C�fi<a—•G^� Description of Proposed Revision/Corrections: Permit Fee Due$ �1-vd-�2 � �P-t✓� �.-� rYS� Additional Increase in Building Value$ Additional S.F. By signin 11, A,, M� tednemce> O affirm the Revision is inclusive of the proposed changes. Signa Contra or/ m(C ntmctor m rt increase in valuation) Date (OfficeUse Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments_ 414K I o(/ds le ew Required: A a awed By / �✓�� Dat Fire Services _ CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 6/25/18 Applicant: Jade Blue Sky Construction Permit k: RESA17-0020 Email: 0adeblueskvconstPaol.com Review Status: Revision-DENIED Site Address: 710 Sailfish Drive THIS REVISION PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision byway of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 1 of 1 O:\Public Woru;\ADMIN\PIAN REVIEW COMMENTS\RESA17-0020(Blue Sky-Revlsion).docx Perrone, Jennifer From: Perrone, Jennifer Sent: Monday, June 25,2018 2:39 PM To: 'jadeblueskyconst@aol.com' Cc: Williams, Scott;Johnston, Jennifer Subject: Revision Denial for 710 Sailfish Drive Attachments: PW Denial Revision.pdf The Revision for permit application #RESA17-0020 for 710 Sailfish Drive is currently denied by the Public Works Department. Attached are the Revision comments. Please submit the required information for the Correction Items in order for us to process approval for our Department. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works/Public Utilities (904) 247-5834 ioerroneCNcoab.us 1 8 � Z• c �.w� a � Y QO r Iror.. < IJ Ot fig - �. - 8 „ gig" " g 1 $gym SV W W q� Q •lf72 .n wrrnvv uvv/Y✓PVR 1 ourx VG f Vr: 5, ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30, PAGES 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SAILFISH DRIVE 60' RIGHT-OF-WAy S85'20'02"E- 80. 65' J PIPE '6696 82.00' a N: . . FOUND 1/2' IRON PIPE- n_ q. L.8 /66,5 .__1/2•RL•81R PIS p@ Q RY $ CONCR rE R'TICE CK o No. 710 a an a � e#Q . . . . . . . 271• o O I 24.7 . . . . . . . .2&e' 1 — V _ Vl _ ar 10' FA3'EM£NI N85'2O Q2 2 yyy FOUND 1/2' 1RON PIPE 80.65 11 0 IDENDFlCAnON ---\ g \ L 0 T 7 \ \ \ RIGHT-OF-WAY/EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach f 6�SA I -'� -OpA d PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Job Address 7)Q 5dt1-�`*h Phone q0,( � /p .3O Pemmt4�ot /)d✓J�� Email 1,✓A-rj1119 �� Requesting Permission to Construct 12 0.1 V_ e— r G Location(Reference to Cross-Street) • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of- ,A M ,qz.\\t— U r"1 (Project Superintendent) C, with Company Name —s • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within lays. If the beginning date is more than 60 days from date of permit approval then permittee most review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and' emnify, fend and save harmless the City of Atlantic Beach from and against any and all loss, ge aPd st of ex es arising in any manner of the exercise or attempted exercises by the holder of the d ' and pri ' e • e D' cto of bHe o shall be notified twenty-for(24)hours prior to starting work and again in iaelyyu pl Date Perritt ( ' ed in presence of Notary Public) STATE O' RIDA,COUNTY OF DUVAL .r The fore instrument was acknowledged this �pp day of Jll(t,( ,20 by Q AA APO O F ,who personally appeared before me and (printell name of Pemtittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. as nally Known ♦ � Si of No rbhc,State Wooed Identification(Type) /,lI m J►.!l 4l f+'IS2 1 JENMFERJOaMSTON - � �p�' ; My roMMI5SI0NMGG 0429aa ;�, IXP�RES:otlobw Pry ' „i}�Y g�MeLmivu Now'/ CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 'dL'2-1 ZU«Revision to Issued Permit_ Corrections to Comments_ Permit Project Address Zl ('i't Contractor/Contact Name Phone old� 00(e, 460? Email JAIPj WG"E 5(�)/CO�v,j �C.Covl.� Description of Proposed Revision/Corrections: Permit Fee DC$ 5� Q d �2�vf Sc rte4-12 9;P� 49 c �L Additional Increase in Building Value $ 0 Additional S.F. By signing below,I 60t cc/'A rw /t402To/vl affirm the Revision is inclusive of the proposed changes. (printed name) y[z12dl i- Signature of Contractor/ gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied C Not Applicable to Department Revision/Plan Review Comments t4 r /?-,�vi S. -Pool %0 4o,v►,� 64 ApPrOV-0t. ; ^ort-e c>t{ eA S ovi h pa o 2ov�s%d✓`• en Review Required: Building oning Reviewed By Tree Administrator Public Works Public Utilities 9' Public Safety Date Fire Services Q0 1 � I �= REMOVE EXISTING o WALL, CONTRACTOR MAY CUT OUT LINTEL I CE 4 so 01 BP# L's /-7--0ozC) DATE 20 -�W DST. I SIGNED I'N FASTEN WOOD WALL 6 TO EXISTING CMU COPY PER 7/S2. 1 (TYP. ) I� OFRCE STRAP HEADER PER 3/S2. 2 Q0 X 5'- 0" AX OPENING N 5 _ -- 5 N (3)2x10-2/2 Cn SW NA�1�1'G: `SW NAILING: 8d@3"/6" 8d©3"/6" SEE 3/S2.1 FOR BEAM CONN. AT WOOD WALLS ,{uy{nnsnrwi+u,,,, .. ... Tip SHEARWALL NOTE: SW: 3Z6 �� •i I C\�/ /F, (1F Clri�IATRC CN� QR\MAI I : TE C)F .'�? s=� • '•FL�ROP'• ��=, 4iIMtY1NO1/pMMN Lou Pontigo and PROJECT 710 SAILFISH -: BUILDER Associates , Inc . - } 420 Osceola Avenue Jax. Beach, Florida 32250 JOB NO. NO. J A D E-17-00661 Ph.242-0908 Fax.241-9557 C K-3 F L:CA#8344 SC:CA#3579 DATE 0^ •02.1Q CITY OF ATLANTIC BEACH 800 Seminole Road O F F I C E COPY A P R 13 20i8 Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date t/3 ZUt Revision to Issued Permit_ Corrections to Comments [/ Permit 1-4-6o40 Project Address 7/0 5;¢/C F(Sk1 I>e if 4/g Contractor/Contact Name IUICC /!¢lam► 410/LTz�'A-, Phone 10'ell +0! Email JA/?t j //t- Description of Proposed Revision/Corrections: Permit Fee Due $ S0. v0 Additional Increase in Building Value $ �- Additional S.F. By signing below,I &-J6C//Jr" ynC4?rV'41 affirm the Revision is inclusive of the proposed changes. (printed name) Stgnatu Co or/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments C*,' d 14040 `7' 40i c k-- L,, ,(doth P.E�Gi Department Review Required: Building a Zoning Reviewed By Tree Administrator Public Works Public Utilities L/- Z 0 -201 Y- Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD O I C ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 4/11/2018 Permit#: RESA17-0020 Site Address: 710 SAILFISH DR Review Status: Pe me REM 171209 0000 Applicant: JADE BLUE SKY CONSTRUCTION INC Property Owner: FLORIDA SUNRISE PROPERTIES LLC Email:jadeblueskyconst@aol.com Email: wan1107@comcast.net Phone: 9048064019 Phone: 9047161838 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correctio omments: 1 evised truss plans shall have both sets stamped with the Pontigo's shop stamp to show his approval revision. / 2. Submit 2 detailed drawings of the revised header detail to include a narrative as well from Pontigo. Building �PC . /3' ZoL Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 11 Erngil Revision Review C0Vy%V^o.1Tt y- 11 `10lr rnik Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left c L —49' • L as'e" I Z t m n v n to tDn kp y N 4 < V4 p�^ V3 �. V2 V7 All I 3 ft' 39' A A10 4 li A A - C 0 m A9 m '4' AB J A7 V7 J A8 Vfl a � J AS Vc r• A4 A3 � o A2 -10'S'c J At C r 3 p ifl i 1-41-IJ i L i j 2 `P J � 7 � J 3 46 ,� COPY . �. REVISION Cust:See Job Info /� l• n Kicerside hoof Trvu,Inc. O D (np Job:2788.0 SQUARE FEET uP# /1 / m .' m Addy.710 SAILFISH DRIVE EAST DATE_, O 0 Z Date:02-24-2018W&W&Kirby S4m,j SIGNED t S7 YnIMkA•Ill.32178 Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)7556001 a1pinedw.com Site Information: Customer. Riverside Roof Truss,Inc. Job Number. 16610 JobDescription: 2788.0 SQUARE FEET:2788.0 SQUARE FEET Address: 710 SAILFISH DRIVE EAST City,State,Zip: ATLANTIC BEACH,FL Name,Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City,State,Zip. Job Engineering Criteria: rW,,,sd eign Code. FBC 2014 RES View Version: 17.02.02.1213.21 JRef#: 1MR9170001 Standard: ASCE 7-10 W,nd Speed(mph). 130 Roof Load(psO: 20.00-10.00-0.00- Floor Load(psO: None 10.00 This package contains a job notes page, 43 truss drawings and 5 details. )tem rO56.18.0906.17730 # Truss Item Sea)# Truss 1 Al 2 056.18.0906.20167 A2 3 8.0906.22290 A3 4 056.18.0906.25193 A4 5 8.0906.27647 5 6 056.18.0906.29650 A6 7 8.0906.31660 A7 8 056.18.0906.33670 A8 9 056.18.0906.35827 A9 10 056.18.0906.38010 A10 11 056.18.0906.39770 All 12 056.18.0906.41893 B1 13 056.18.0906.43680 B2 14 056.18.0906.46800 B3 15 056.18.0906.48707 Cl 16 056.18.0906.50753 C2 17 056.18.0906.52470 C3 18 056.18.0906.55703 C4 19 056.18.0906.57840 C5 20 056.18.0907.00780 C6 21 056.18.0907.03100 C7 22 056.18.0907.05660 C8 23 .056.18.0907.09360 D1 24 056.18.0907.11700 D2 25 056.18.0907.14803 D3 26 056.18.0907.18630 E1 27 056.18.0907.20903 E2 28 056.18.0907.24463 E3 29 056.18.0907.27870 J1 30 056.18.0907.31207 J2 31 056.18.0907.33687 J3 32 056.18.0907.36297 J3A 33 056.18.0907.38857 J4 34 056.18.0907.41663 CJ1 35 056.18.0907.44450 V1 36 056.18.0907.46887 V2 o`� ••"' ' 'ea �y • O. 648 • + a •:Q Fss��NAL•E. G This document has been electrankatly signed and sealed using a Digital Signature.Printed copies without an original signature must be 02/26/2018 venfied using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 2l26t2018 9:04:29 AM OCIGi25, Inc, Lou pontpU & rs Cons+� 't , turas EnT10NSN® b ;M.gKE C �„ 1T t ylc oloo'W p REVISE�sc'o6e„ +UI t EEivkq ,,;mance ❑R CTED e of chccY.ir�tRSi Cot'. tirritc+d 0ur1�s esscd in thit Review is tot the t and th<info,MC3i'j',6)V s ;Curacy or n concep �-+�v4d for th ht5 Or with me design No°ppipvat u nsiuns,INC contract doc uar-ttities• c or meth•�ds. co repleteness of de,arls.4 j,1C'inn mean. gauges,tabncation processes.Co'' ' s construction safety of the work with other t1°` of the 'which ate the sole responsiby coordination precautions,all o. nsible for drnien'rocifc item Contractor.The Contractor is resp° corretat�of the site. Review of a spe h the of the entire assembY l of w.is confirmed°� w-0 Cever ONY shall not include a reg ew of re-submission r changes dearty component. eview n the submittal and oit� iters is° Chonge5 on deslcjnat me contlactot. identitled by Date: .4 BY: J REV1� OFFICE COpy f Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE 880755.6001 Site Information: Customer." Riverside Roof Truss,Inc. Job Numbe, 16610 JobDescription: 2788.0 SQUARE FEET:2788.0 SQUARE FEET Address: 710 SAILFISH DRIVE EAST City,State,Zip: ATLANTIC BEACH,FL Item Seal# Truss hem Seal# Truss 37 056.18.0907.48877 V3 38 056.18.0907.50517 V4 39 056.18.0907.52560 V5 40 056.18.0907.54727 V6 41 056.18.0908.25380 V7 42 056.18.0908.27360 V8 43 056.18.0908.36200 V9 OFFICE COPY �. B REV6rr o�G�'s'F Ji SF . o. : ATE ORO NAL This dowment has bean electronically signed and sealed using a Digital Signature.Printed copies vhdh A an original signature must be 02/26/2018 venrwd using the original electronk vers m. Florida Certificate of Product Approval#FL1999 Printed 2/212018 9:04:29 AM Job Number 16610 2 2786.0 SQUARE FEET:2788.0 SQUARE FEET SEQ aY 1 FROM319/T51 HIPM Cust R917 JRGt 1W6491 Truss Label: Al 700p1 DrwNo: 056.18.0908.17730 2 Complete Trusses Required JB / DF 02/2512018 r4'S 13' 1 14 '8 21717 28r12 6115 57111 1 611'1 714'5 35'6'12 r =44X10 =38 C 8 =3XGIp D =3X4 12 E F 4 5 W2 \ 3X4 �Tl 1 H M 113XB =4X10 =4X10 =4X` -4X5 Q \ 35712 ` 811'5 T4"1 IWAO 5'515 8'1'1 1 711'12 1'4- 6'11"5 1476 1G 21'515 2771 S 35'8"12 Loading Crlberh(pat) Wind Criteria Snow CMwb ft,PI in PSF) DO"Criteria ♦Maxhnwn Reactions(Iba) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL I W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.327 D 999 360 BCLL: 0.00 Enclosure:Closed P 3776 /923 / BCDL: 10.00 Category.II Lu:NA Cs:NA VERT(TL): 0.819 O 517 240 Risk Q 3559 /867 /- /_ /_ 15.5 EXP:C Snow Duration:NA HORZ(LL):0.066 A - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height 15.00 It HORZ(rL):0.165 A - P Mir Brg Width Req= - NCBCLL:0.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.854 Bwft 0 is a rigid surface. Load Duration:1.25 MWFRS ParaW Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.367 Spacing:24.0C&C Dist a:3.56 It Rep Factors Used:No Max Web CSI:0.840 Members not listed have forces less than 375# Loc.from endwal:not in 9.00 A FT/RT:20(Oy0(0) Maxbhu n Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens-Comp, Chords Tens. Comp. Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.024121321 A-B 829-3408 E-F 1225 -5060 Lumber Wind B-C 1229-5051 F-G 889 -3706 Value Set 13B(Effective&1/2013) Wind bads and reactions based on MWFRS. C-D 1229-5061 G-H 898 -3745 D-E 12129-5061 Top chord 2x4 SP M-W Left end vertical not exposed b wind pressrme. Bot chord 2x6#3 M-26 Deflection Maxi man Bot Chord Forces Per Ply(Its) Webs 2x4 SP#3:W2 2x4 SP#2: :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.833' L-T DEFL:LL-0.33"DL:0.49.See detail Chords Tens.Com p. Chords Tens. Comp. Lumber value set'138*uses design vakres DEFLCAMB1014 for camber recommendations. O-N 3521 -883 L-K 3394 We approved 1/30Q013 by ALSC Provide for adequate drainage of roof. N-M 5103-1241 K-J 3394 80B Nailrlote M-L 5103-1241 J-H 3384 -808 Nag Schedule:0.1315x3",min.mails Maximum Web Forces Per Top Chord:1 Row 112.00' Webs Tens.Comp. Webs( Bot Chord:1 Row X12.00'o.c. Tens. Comp. .c. Webs :1 Row C 4"o.c. A-P 455-1758 D-N 160 -427 Use equal spacing between rows and stagger nags A-0 3711 -904 E-L 181 -478 in each row to avoid splitting. ,`r r O-B 370-1247 L-F 1837 -458 Special Loads V�7 ! B-N 1688 -403 •�••' •M• -(Lumber Dur.Fac=1.25!Plate Dur.FaC=125) O•,v� ��.•�/ TC:From 31 pit at 0.00 to 31 pit at 28.56 Q TC:From 62 pit at 28.56 to 62 pit at 36.90 • BC:From 10 pit at 0.00 to 10 pit at 28.66 BC:From 20 pit at 28.66 to 20 pit at 35.56 ; O. TC: 202 Ib Conc.Load at 0.75,2.75,4.75,6.75 8.75,10.75,12.69,14.63,16.63,18.63,20.63,22.63 24.63,26.63 TC: 305 lb Conc.Load at 28.66 sE�'. BC: 133 Ib Conc.Load at 0.75,2.75,4.75,6.75 3 • • 8.75,10.75,12.69,14.63,16.63,18.63,20.63,22.63 Q► �� 24.63,26.63 � • X %f4 OR��•." BC: 521 Ib Conc.Load at 28.66 ••.N�..••'_`G.� Additional Notes #0 278' Z O A 1 AM L Top Chad overhang(s)may be field trimmed. 02/26/2018 '11 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 77rr�� rree0�*I.WK TANT" FURNISH THIS aDRAWING TOgALrLL CONTRACTORS INCLUDING THE INSTALLERS _ Comp M?t*l Inme on b�apn�a SBCA)tOr�nP P��9 these efer to x�inc�6�ons I�-pro ride�IN; forrnati TPI.sreh ' chdd props y haverdYlrac� p� s�Sonra�sn tB3�eB a racir id ce-ifuUgn Loxxtiahso for Viral QresUaxrg bf webs the Jan in i silnless rated o0herwise �ke&o dr e �saap�ry otates� orplate sUUx and rtposxtion as shown above arhd on ALPINE Alpine,a division f�orlstTWand�agdira Componerrfs Group Inc.�.Dsphamll0not be responsible for any deviation fr�oema this d failuree two rbuuiilldAtthe truss in cgn (with ANSIIfPI 1.or for ha��lawf'instalhleaeti'roinn�andb gp�a �for tlhoen� �«The sulDldlity S2400 Lake ole 150 Orange Dr Ia1s�Ung thlso ��ndi�res�e�eppncers responsibl ijt tot the Bui ANSUTP Ftx rtaro inforrrelan see Mis ,$for rxMm end owes web ALPINE:www. naifw.xxm;TPI:www. SBCA:www. corn'ICC:www.sesta. Orlando FL,32837 Job Narrrbar: 16610 Ply: 1 SEAN:331317 1 Td HIPM I Cuet R917 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 1 FROM: D„�: x.11170001 Togs LWM* A2 J8 / OF 20167 X1018 A 6'10'512' 13 19x7 268.1 31'1'4 35'6.1; 6105 51'11 1' 6 w5*1 6.1(' 46"8 45.8 -� =38- 3)(8111 D 3X4 =6FX8 12 T 3 X4 T G 1 �H 013)(B =� P O N M L K J I 3X8 =H0308 =� 394=3)8 02X4 1 i 35'6"12 6'6'13 1 6'6.9 2r%j 311'15 , 6'6'13 '1 ,.12_+4 66.13 13.3'8 16 1911'15 26712 28' F 31.3•; Loading Crttria(pd) Wind CAt ft Snow Criteria(Pg.Pf in PSF) DMVCSI C.Vm ♦ftlaxirrurn Reactions(ft) TCLL: 20.00 Wind Std: ASCE 7-10 pg-NA Ct NA CAT NA PP Deflection in Ioc L/de6 L1R Loc R /U /Rw I Rh /RL 1W TCDL: 10.00 Speed:130 mph Pr NA Ce:NA VERT(LL): 0.191 E 999 360 R 1452 /350 /743 /- /12 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.487 E 875 240 S 1536 1355 /M5 /- I- /5.5 BCDL: 10.00 Risk Category.if Snow Duration:NA HORZ(LL): 0.049 A - - Wind reactions t>esed on MWFR9 Des Ld: 40.00 EXP:CMean Heieigh 15.00 ft HORZ(TL):0.124 A - - R Mn Brg Width Req= - NCBCLL:10.00 TCDL: Pal Code/Mist Criteria Creep Factor:1.5 S bin Brg Width Req- 1.8 Soffit: 0.00 BCDL:3.0 psf Bldg Code:FBC 2014 RES Max TC CSI: 0.432 Bearim S is a rigid surface. Load Duration:125 MWFRS Paras Dist h/2 to h TPI Std:2007 Max BC CSI: 0.513 les than 375# Mnot te Spacing:24.0' C&C Dist a:3.56 It Rep Factors Used:Yes Max Web CSI:0.878 Membe ertrOeYs is Top Chord Foss tiered have Laces Wes Ply(lbs) Loc.from endwal:not In 9.00 R FT/RT:20(0yD(0) GCpi:0.18 Plate Type(s): Chords IxM.Comp. Chords Tens. Comp. Wind Duration:125 WAVE,HS VIEW Ver 17.02.02A721321 A-B q7-1960 E-F 1010 -3131 Lumber B-C M-2977 F-G 852 -2866 C-D 941-2977 G-H 871 -2828 Value Set:13B(Effective 6/12013) D-E 943-2577 H-1 861 -2902 Top chord 2x4 SP 14-30 Bot chord 2x4 SPIN 30 Maximum Bot Chord Forces Per Ply(Ibs) :Rt Slider 2x44 SP#3:BLOCK LENGTH= 1.500' Webs 2x4 S #3 Chords Tens.Conp. Chords Tens. Comp. Lumber value set'13B'uses design values Q-P 2027 -494 M-L 2548 -742 approved 1/30x1013 by ALSC P-0 3153 -M8 L-K 2548 -742 O-N 3153 -858 K-1 2560 -742 Wind N-M 2419 -671 Wind bads based on MWFRS with additional C&C member design. Mmdmum Web Forces Pw Ply Mn) Left end vertical not exposed to wind pressure. Webs Tens.Cornp. Webs Tens.Comp. Deflection A-R 472-1398 B-P 1130 -356 Max JT VERT DEFL:LL:0.19'DA-Q 2305 -729 N-F 842 -244 DEFLCDL:0.30'.See detail � a77 ��j/�J= Q-B 384-tOB;i RoAde for B10 recommendations.roof Soo -` , __ `` Lam• Additional Notes + Q •,V SC ••• Top Chord overtrarg(s)may be field Irimrned. • • p. • 1 r • ,o ATE o: �'�p.��S�c�OR��P•o`�� •NDN•(,�� #0 278 s/ NAL " 02/26/2018 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! *4MPORTANT— FURNISH THIS DRAWING D�dRAAW�ING TO ALL CONTRACTORS INCLUDING THE INSto �TeALLERSe�� cusses n exb a cane in TPI and SBCA)Rk sh' pin inp�isr to R tf�iese cb.,. Ins> shaMOM verde Pbnerr[E�iy Infom>etion, sitily�rachcesrry have db rid 1.U oc�borty toop�Cmhaorr�drsdhai�ial bfwebs Der�s� 0i Bg/ or ��rd •f truss and pos'h°" as shown above arw on Isons- . rim noted 01o6,erw�sia. 12efer ro' �� Alpine,a division of 1T1N ,!a�no fiver ppg� ALPINE ng ANSI7tPl 1.or �°� shatl rat be responsible for any deviation the The 8uimbrfityr a Ose�� and g s per ANS Suite Lak50 Orange Dr.. For mare inforrnefion see this 's odes and tlrere web sloes: ALPINE:www. .tom;TPI:www. -SBCA:www. .can;ICC:www.ioceare. Orlando FL,32837 Job Number: 16610 Ply: 1 SEAN:331315/T42 HIPS CusL 11917 JR*1W"170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET oty. 1 FROM: DrwNw 058.18.0906.22290 Truss Label: A3 JB / DF 02/2502018 310'12 i 10'11'12 11'0"12 1778 246'12 29'11' 358'12 3'1012 Tt' T11 58'12 T' 8114 944 + 5'7'12 '1 12 TT 5 =B =3C D 102X4 �8XF8 I INA T A 3X4 N T G 0 r 1n 1 � �3U l J 01311X8 =3 6 _�30X6 =3X8 _ 3X4 M2X4 =7X8( E4T) 358'12 310'12 58'4 1'1'4 611'4 51178 1112 58' S8' 1'4- 310'12 9T 1 4 177'8 237' 24"2 300'12 358'12 Loading Criteria(iter) Wind Criteria Snow Criteria(PgRI it PSF) Da/UCSI Criteria ♦Maxknusn Readjorn(qts) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT: PP Deflection in loc L/defl L/# Loc R /U /RW /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.148 E 999 380 R 1452 /343 /746 /- /106 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.377 E 999 240 S 1538 /356 /906 /- /- /5.5 BCDL: 10.00 Risk Category.II Snow Duration NNA HORZ(LL): 0.042 K - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Mean Height 15.00 It HORZ(TL):0.107 K - - R Min&9 Width Req= - NCBCLL:10.00 Code/Misc CrilaAa Creep Factor:1.5 S Min Brg Width Req- 1.8 Soffit 000 TCDL:5.0 psf BCDL:3.0 psf Bearing Bldg Code:FBC 2014 RES Max TC CSI: 0295 S is a rigid surface. Load Duration:1.25 MW FRS Parallel Dist h/2 to h TPI Std:2007 Max BC CSI: 0.444 Members not listed have forces less than 375# Spacing:24.0' C&C Dist a:3.56 ft Rep Factors Used:Yes Max Web CSI:0.554 Members Top Chord a forcerces Per Ply(qts) Loc.from pi:wall:0.18 not in 9.00 ft FT/RT:20(0)0: Chords Tens.Comp_ Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.121321 A-B 415-1181 E-F 911 -2669 Lumber B-C 780-2236 F-G 831 -2523 C-D 911 -2669 G-H 886 -2864 Value Set 13B(Effective 6/1/2013) D-E 911 -2669 H-1 872 -2953 Top chord 2x4 SP M30 Bots 2x M-30 2x4#3Maximum Bot Chord Fomes Per Webs 2x4 SP#3 Ply(be) :Rt Slider 2x4 SP ill:BLOCK LENGTH= 1.500' Chards Tens.Comp. Chords Tens. Comp. Lumber value set'1313"uses design values O-P 1062 -243 M-L 2273 -631 approved 1/30/2013 by ALSC P-0 1062 -243 L-K 2579 -750 O-N 2278 -620 K-1 2582 -750 Bracing N-M 2273 -631 (a)1x4#3SRB SPF-S or better T rakoorcernent 80%length of web member.Attach with 8d Box or Maxlmwm Web Fomes Per Gun(0.113 SQ.S',min.kuaifs®6'or- Ply ro Webs Tens.Comp. Webs Tens. Comp. Wind A-R 496-1428 O-C 280 -720 Wind loads based on MW FRS with additional C&C A-0 1394 -465 C-N 475 -147 member design. IS F� w_ B-0 291 -786 E-N 172 -422 Left end vertical not exposed to wind pressure. ■. ■ .�••%{•1/i_ B-0 1454 -449 N-F 476 -150 Additional Notes O �.. `' S�.•• Top Chord overhangs)may be field trimmed. ; �l ,a:� ATE .'•Q Xk,%-., OR\V sP•.•`�k. •••«....•G• #0 278 NAL 02/26/2018 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! �Nsses 'IMPMAeNcT�"e FURNISH}�THIS DRAWING TO ALL CONTRACTORS IN�DING T�twSTTeALLERS I gma bCompgn��ly IMormaUon b1 TPl,and' p�ier per =M1 ndbe � �/(maAMIlate tE wrrstop shah ve wombs std per hga3veg drawings-Z'fofaceo�l �n n Eove an onulvess athenmee' to' Alpine,a division of ITW 8u1ld Group Inc-Shall not be retporm�le for any deviation f�Uas (allue�bel(d(fa ALPINE I1attsnln ANS 1 1,ext,or for an �re t f1uild th1Rv + Se Oee�ry �any strucSireh � s Suite 15L 500 Orange Dr. For more in—aeon We this IWS rates PW and hole web Ow ALPINE:www. . .com;TPI:www. •SBCA:www. . .can•ICC:www.mmos.org Orlando FL,32837 Job Number: 16610 PI)r. 1 SEQN:331313/T41 HIPS Cust:R917 JRei: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty 1 FROM: DrwNo: 056.18.0906.25193 Trims I": A4 JB / DF 02/252018 510'12 11712 13'10'12 18'1128 278'12 2811' 35'6"12 510'12 57 23' 30'12 ST4 14.4 12 5 =7X8 -3X4 =311 a2E N7X6 p o 3x6 A k3X4 N � G 1 �H � H 1 i1 J 1113RX6 =3QXg P O N M L K 3X4 =3X8 =3X4=3X6 1112X4 =7X6(E4T) I 36W12 5'10'12 4'1'4 1'4' 5'7'4 574 15' 5012 88' 1'4� 510'12 10' 11' 4 16'11'8 22'8'12 24' 29'0'12 358'12 Loading Criteria(ps0 Wind Criteria Snow CM@ft(Pgpt in PsF) DeWC31 Criteria ♦Maximum Reacdons(b) TCLLi 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Uden L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL): 0.122 E 999 360 R 1452 /341 1757 /- f 125 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.309 E 999 240 S 1536 /354 /916 /- / BCDL: 10.00 Risk Category If - /5.5 Des L6EXP:40.00 EXP:C NA HORZ(LL): 0.040 K Wind reactions based on MW FRS Mean Height:15.00 ft HORZ(TL):0.102 K R Min Brg Width Req= - NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.8 Soffit: 0.00BCDL:3.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.339 Bearing S is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2007 Max BC CSI: 0.447 Spacing:24.0C&C Dist a:3.56 it Rep Factors Used:Yea Max Web CSI:0.553 Members not listed have forces less than 375# Locfrom endwall:not in 9.00 ft FT/RT:20(0y0(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration:1.25 WAVE VIEVIi'Ver.17.02.02A.121321 A-B 495-1441 E-F 797 -2252 Lumber B-C 7117-1959 F-G 781 -2360 Value Set:13B(Effective 8!1/2013) C-D 797-2252 G-H 872 -2866 Top chord 2x4 SP M-30 D-E 797-2252 H-1 854 -2963 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Maximum Bot Chard Forces Per Ply(Ibs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.748' Chards Tens.Comp. Chords Tens. Comp. Lumber value set"1313'uses design values Q-P 1275 -284 M-L 2584 -732 approved 1/302013 by ALSC P-0 1275 -294 L-K 2584 -732 Hangers/Ties O-N 1990 -518 K-1 2588 -732 (J)Hanger Support Required,by others N-M 2105 -583 Wind Maximum Web Forces Per Ply(Ibs) Wind loads based on MW FRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. A-R 488-1402 O-C 222 -621 Left end vertical not exposed to wind pressure. A-Q 1450 -452 C-N 388 -118 (� Additional Notes 8-Q 218 -588 F-M 415 -89 O�v••• • •••• /�_ B-0 998 -310 M-G 188 -532 Top Chord overhang(s)may be field trimmed. O •,,` S�••. • to• #0 278 �SS�ONAL 02/26/2018 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinnqq handl*nq�ship in in.%alli and cciinnqq- Refer to and follow the latest edition of BCSI(Buiidi ComponenC Safety Information,by TPI ane SBCA)for satPetpy�racticesior to p�ertorming these functions. Installers shall provide tempora brad r BCSI.Unless noted oTherwise top chord shall have pro ly attached sbructural sheathinnng and bottom mrd shall have 8 attachnnqgid ceiiinn9q Locations shown for permanent lateral rest/ int bf webs shall have bradn�mslalied per BC sections B3,67 or , as applicatlle. Apeiy plates to each face of Wss and position as shown above and on the JoincDetails, unless noted otherwise_ Refer to drawings,soA-Z or standard plate positions. ALPINE (Alpine,a divisbn of ITW Buildsnnqq Components Group Inc.shall not be responsible for any deviation from this drawing,arTy failure to build the ��in cgntonnance with ANSI/TPI 1,or for handling shipping,installation and braang of,trussesA seal on this drawln�or cover pa e ii stirp thra drawin indicates ac��ptance of proTessronai en sneering responsrbilrtv solely for the desi n shown. The suitability 2��Orange Dr. and Oise of this �rawing for any st►ucture is fie responsibilit�of the Building Designer per ANSIITPI 1 S�c.2. Suite 150 For more inforrnahon see this ob's eneral notes a and these weD sites. ALPINE- www.al ineitw.com,TPI. www t nstor SBCA. www slx+ndu .tom;ICC: www.iccsafeor Odando FL,32837 Job Number. 16610 Ply. 1 SEAN:331311 /T35 HIPS Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET ((y 1 FROM: DrwNo: 056 18 0906 27647 Truss Lam' A5 JB / DF 02/25!2018 1 3'11'8 , T10'12 , 14'2'12 20r12 26'11'10 2T 11' 35'6'12 3'118 3'118 T 8'4' r 8'4' r 64'14 Ftt� TT12 --~ 12 —WW 112p ■7)M 5 p o3)M B $3X6 a 62X4 F 3J(4 (a) (a) G EDT c a i. I J 11130)(6 =3X4 =3X6 =3X6 =3X4=-3X6 12X4 =7Xg(E4T) 3.56'12 T1(r12 71'4 42'12 6'4' 1'5' 60'12 7r 14' T10'12 10' 14712 211'8'12 27 28V'12 35V12 Loading Criteria(pet) Wind Criteria Snow CriteAs(P9•Pf in PSF) Daill Criteria •W=Ydrn Reacdons(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:INA PP Deflection in lac Udell L/# Loc R /U /Rw /Rh /RL !W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 M 999 360 Q 1452 /166 /764 /- /145 /- BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT (Tlr 0277 M 999 240 R 1536 /189 /922 !- /- /5.5 BCDL: 10.00 Risk Category II SnowDuration:NA MORZ(LL):0.043 K - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Facitor�R�lTLr 0.1 K - - Q Min Brg Width Req= - Soffit: 0.00 TCDL 5.0 psf Sodg Code: FBC 2014 RES Max TC CSI: 1.5 0-481 R ng Min is Width suurface.8 BCDL :3.0 psf BlBearing R is a Load Duration:125 MWFRS Parallel Dist h to 2h TPI Std:2007 Max BC CSI: 0.528 Member not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.56 ft Rep Factors Used:Yes Max Web CSI:0.796 Maximum Top Chord Forces Per Pty(lbs) Loc.from pi:0.1:not in 9.00 ft PlateFr/R2pe(s):0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.121321 B-C 554-1540 F-G 701 -2198 Lumber C-D 701 -1907 G-H 850 -21144 Value Set:138(Effective 6/1D-E 701 -1907 H-1 829 -3012 E-F 728-2175 Top chord 2x4 SP M-30 Bot Webss22x4 rd SrP#3 4 SP M Maximum Sot Chord Forces Per Ply(lbs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.018' Chords Tens.Comp- Chords Tens. Comp. Lumber value set'13B'uses design values Q-P 1012 -218 M-L 2563 -705 approved 1/30/2013 by ALSC P-0 1382 -305 L-K 2563 -705 Bracing O-N 1382 -305 K-1 2568 -705 N-M 1943 -484 (a)1x4#3SRB SPF-S or better'T-reinforcement. 80%length of web member.Attach with 8d Box or Gun(0.113'x2.5',min.)nails @ 6'oc. Ma dmuln Web Forces Per Py(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Q-B 520-1623 D-N 162 -401 Wind loads based on MW FRS with additional C&C B-P 5% -138 E-M 500 -107 member design. �S F��`t_ C-N 761 -247 M-G 234 -687 Left end vertical not exposed to wind pressure. AO��.• • �,�I�y/�_ Additional Notes V ••�� ►•�•�•/ Top Chord overhang(s)may be field trimmed. 0. ,o ATE Q 90,c�•'clOR�pP.•'•�c�c' #0 278 SS�ONAt 02/2612018 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatir hha�ndlingp,�shippen installing.and bradnct Refer to and follow the latest edition of BCSI(Building mponen Saaffety Information,by TPI and'SBCA)fbr sa of ty�ractices pew to perfwhring these functions. Installers shall provide tempora bracing per BCS1.Unless noted oTherwise,top chord shall have properiattached structural sheathin and bottom mrd shall hav@ a properrYty attached ringqid cellmq Locations shown fw permanent lateral resVairrt bf webs shall have txacir�LmsTalled per BCS(sons 63,87 w B 10" as appllcattle. Apory girder to each face of Wss and position as shown above and on the Jrnrn Uetaiis, unless rated oU erYrerw�se. E7efer to ALPINE drawings 160-4-Z or standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not t>e responsible for any deviation from this drawing any failure to twiki the w E cuss nn formance with ANSI PI 1,w fw handling shipping,installation and bradnq of tn/ssesA seal on this drawing ae sloe!. 2800 Lake Orange Or. (sting this drawl.11 indicates ace�p�ance of prdtesseonar en ingerin�t responsibility solely for the desi n shown. and use of this a�awmg for any structure es the responsibilit�of the building Designer per ANSI/TPI 1 S�c.2. Suite 150 Fw more information see this bb's enerat notes a antl these weD sites. ALPINE: www.al uiertw.corn,TPI:www. ;SBCA: wwwsbui0u -cam;ICC:www.kcsafe.org Orlando FL,32837 Job Number: 16610 Ply: 1 SEAN:331309/T27 HIPS Curt:R917 JRef 1W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET CAY- 1 FROM: DrwNo: 056.18.0906.29650 Truss Label: A6 JB / DF 0225/2018 11'2 9112 14112 18'6'12 242*12 251 29'10'121 35'8'12 61'2 49'10 4'4' 4 4' 5V I W 2 474 57 , =5X8 sz �9M 12 C p 5 p o B "43,X4 F g3XB G 3 T 0X6 (a) (a) /2XA H 0 i�a 3X4 J K [13X6 =3X6 m3 b =3%4 =3X8 ==A m3X8 m3X4 =7X6(E4T) 368'12 49'10 22'8 710'1 4'4' 4'4' 1'10' 6T12 86' 14� 4'9'10 T 9'10'1 14712 186'12 20 270'12 35'6'12 Loading Criteria(pet) Wind Criteria Snow Criterh(Pg,Pf in PSF) D9WCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udeft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.111 F 999 360 S 1452 /140 1767 1- /165 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.281 F 999 240 T 1536 /181 /926 /- /- /5.5 BCDL: 10.00 Risk Category II Snow Duration: - EXP:C HORZ(LL): 0.038 L Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 ft �(TLY 0.098 L S Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 T Min Brg Width Req= 1.8 Soffit 000 TCDL:5.0 psf Bid Code: F13C 2014 RES Max TC CSI: 0.228 n9 n9 BCDL:3.0 psf 9 Bearing Tisa Id surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Sid:2007 Max BC CSI: 0.625 Members not listed have forces less than 375# Spacing:24.0' C&C Dist a:3.56 ft Rep Factors Used:Yes Max Web CSI:0.733 Maximum Top Chord Forces Per Ply(lbs) Loc.from pi:0.18wall:not in 9.00 ft PWeFT/RT ype(s: Chords Tens-Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.121321 A-B 432-1305 F-G 814 -2576 Lumber B-C 574-1588 G-H 807 -2672 C-D 636-1673 H-1 833 -2887 Value Set 13B(Effective 6/1/2013) D-E 636-1673 I-J 829 -2972 Top chord 2x4 SP M-30 E-F 678-1972 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 P F Sot ot Chord Forces Per Max :Rt Slider 2x4 SP f13:BLOCK LENGTH= 1.521' Ply(Ibs) Lumber value set'13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1130/2013 by ALSC R-Q 1189 -254 N-M 2230 -594 Q-P 1189 -254 M-L 2230 -584 Bracing P-0 1407 -297 L-J 2606 -700 (a)1x4#3SRB SPF-S or better'r reinforcement. O-N 1754 -414 80%length of web member.Attach with 8d Box or Gun(0.113'x2.5',min.)nails @ 6'oc. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp Wind loads based on MWFRS with additional C&C r� A-S 470-1411 E-N 567 -157 member design. !' A-R 1402 -420 N-F 227 -636 Left end vertical not exposed to wind pressure. OaOV p`••• a •.• �/y R-B 237 -694 F-L 435 -85 C-0 O 530 -178 Additional Notes e,V S�••• • r Top Chord overhang(s)may be field trimmed. ,o a ATE - ORO #0 278 ssfoNAt�� 02/2 018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncati j,hhgandlinQ�shiDwn installin and bracing._Refer to and folk:the latest e�tpn of BCSI(Builth Component Safety Information,by TPI an SBCA)fbr safely practices pnor to performing these functions. installers shall provide terhpora bracing per BCSI..Unless noted olherwise,top chord shall have pipped attached structural sheathing and ho shah trav a attach 8d Hagrd ceillr�gq. Locations shown for pennarreM lateral restrBlM bf webs shall have bracin Installed p�BCSI pn�63,�7 or toy as applicat5le. Apply plates to each face of truss and position as shown above and on the Join tails, unless noted eUurwise. keter to ALPINE LPI N E drawings 16OA-Z or standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing.any failure to build the E truss in cgnformance with ANSI TPI 1,or for ha[hdlinqq,shippingq,installation and bracing of trussesA seal on this drawing or cover pa�ge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance qt pprotessionaT en ineerinq responsibility solely for the design shown. The surt3brtrty 9 and use of this drawing for any structure Is t7re responsibtlit�of the building Desigrier per ANSI/TPI 1%c.2. Suite 150 For more information see fhis bb's general notes page and these web sites- ALPINE: www.al nertw.com,TPI www. nstor ,SBCA. w v.sbanou .Com;ICC: www.imsafe org Orlando FL,32837 [27878.0 umber. 16610 Py 1 SEAN:331307/T20 HIPS Cust:R917 JRet 1 W8R91 1 SQUARE FEET:2788.0 SQUARE FEET oly 1 FROM: DrwNo: 058.18.0906.31680Label: A7 JB / DF 02!2512018 8Y'2 11'1012 188'12 271012 N 29Y92 358'12 8'1'2 5990 46' 8'1 1T 4S4 8'4' 12 5 U-7- o B ?-�H0308 k3X6 "X4 — m3X6 o33X6 (a) (� )T `•'013X8 g3Wa3XX4 =3Xe 1� 358'12 L 5'9'10 1'218 4'10'12 4'6Y3'1'12 6$26'098' r- 59"10 T'- 11'10'12 16✓'�' 198'12 "12 35692 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DaNCSt Criteria ♦Maximum Ru ctlons(ft) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/deft L/# LOC R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 E 999 360 P 1452 1110 1768 1- /175 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT BCDL: 10.00 Risk Category:I I (TL): 0.277E 999 240 Q 1452 1150 /856 /- /- 15.5 EXP:C Snow Duration:NA HORZ(LL): 0.037 J - - Wind reactions based on MWFRS Des LCF 10.00 Coda/Misc Criteria Mean Height:15.00 ft HORZ(TL):0.096 J P Mut Br9 Width Req= 1.7 TCDL:5.0 psf Creep Factor 1.5 Q Min Br Soffit: 0.00 BCDL:3.0 psf Bag Code: FBC 2014 RES Max TC CSI: 0.307 Bearing Q is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.739 Members not listed have forces Tess than 375# Spacing:24.0' CBC Dist a:3.56 ft Rep Factors Used:Yes Max Wet)CSI:0.666 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Chords Tens•Comp. Chords Tens. Comp. Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02/11213.21 A-B 463-1434 E-F 798 -2505 Lumber B-C 577-1597 F-G 791 -2618 C-D 614-1575 G-H 837 -2871 Value Set 138(Effective 6/1/2013) D-E 618-1781 H-1 883 -3038 Top Chord 2x4 SP W30 Bot C2x4 SP M-30 Webs 2x SIP#3 Maximum Bot Chord Forces Per Ply(Ibs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.701' Chords Tens-Comp. Chords Tens. Comp. Lumber value set'13B'uses design values O-N 1293 -289 L-K 2129 -550 approved 1/30/2013 by ALSC N-M 1293 -289 K-J 2129 -550 Bracing M-L 1402 -299 J-1 2594 -703 (a)1 x4#3SRB SPF-S or better 7'reinforcement. Maximum Web Forces Per Ply(Ibs) 80%length of web member.Attach with 8d Box or Webs Ter1s_Comp. Webs Tens. Comp. Gun(0.113'x2.5',min.)nails @ 6'oc. --— — A-P 461 -1404 L-D 378 -103 Wind A-O 1450 -421 L-E 257 -739 Wind loads based on MWFRS with additional CBC �- w C r� O-B 206 -588 E-J 524 -128 member design. Left end vertical not exposed to wind pressure. OOV--•.``••• ••• �/jj • i � S s0 .p ATE #o 278 ss�ONAL 02/26/2018 •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinnqq ha dl' shi wn installing and brae� q� Refer to and follow the la est edition of BCS!(Building Component Safety Information,by TPI and'SBCA)fi5r satPely�ractices prior to pertorining these functions. Installers shah provide tempora bracing per BCS!.Unless noted olherw�se top chord shall have pro. rl attached strlutural sheathing and bottom r�1 rd shall hT pro�rryt� attached rappid ceJlirg. Locations showm hof permanent lateral rest/ mt Of webs shah have bradrxLrnslalied per BCS!sections B3,�7 or 910 as applicat5te. IY tafates to each face.oftruss and position as shown above and on the Joir Wt;alis, unless noted otherwise. Defer to' drawings 160A-Z ors ndard plate positions. ALPINE Alpine,a division of ITW Buildingq Components Group Inc.shall not be resporlsi�e for any deviation from this draw ng,any failure to build the .H wrns=n truss In conformance with AN TPI 1,or for handlxlq shipping,Installation and braanq of trussesA seal on this drawlnq or over uild t listing this drawin indicates acceptance of pprdfessronai en_gineering respons7bil"qty solely for th8 design shovlm. he suitability 2 Orange Dr. and use of this a awmg for any structure rs fl1e responsrbili of the Building Designer per ANSUTPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these wet)sites. ALPINE. www al inedw.com,TPI: www. 7tst.a ,SBCA: wwwsbcirdustry.com,ICC. www.iccsafe.org Orlando FL,32837 Job Number: 16610 Ply 1 1 SEAN:331191 /T8 HIPS Cust:R917 JRef:1 W8R9'170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Ql)r i FROM DrwW. 058.18.0908.33870 Truss Labial: A8 JB / DF 02125/2018 78'11 X927 1473 21' 280"13 33714 34'l13 388"8 428' , 28'11 �-IN 5'5'2— 84'13 7'0'13 •� 55.2 15 =f+�8 12 03X4 F *3X4 5 F'- o3C a) k�3X4 (sl (a) 444x5 0-314 J 14 K4 A L y¢ (E4) T N21t4 =HI =3tQ(8 =4X5 613x4-3X4 M3X4 t3X8(E5) 37 ---}—31!—1 26'15 571 11'11 14'0_9 11'11 S10'13 377 39'12 7'8'15 13'4' 14 11 28'4'5 4' 35713 3870"4 4271 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) 00MICS1 Criteria ♦Mardlnum Reacdons(ws) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.137 R 999 360 A 1579 /121 /924 /- /221 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT (TL): 10.00 Risk Category-.11 (7L): 0.356 R 999 240 M 1913 /118 /1169/- /- /6.0 Snow Duration:NA HORZ(LL): 0.050 N - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(lL):Mean Height:15.00 ft 0.131 N A Min Brg Width Req= 1.9 M Min Br W R NCBCLL:10.00 Coda/Mfsc CriOoria Creep Factor:1.5 9 Width eq= 2.3 Soffit: 0.00 TCDL:5.0 psf BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.446 Bearings A 8 M are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0-526 Members not listed have forces less than 375# Spacing:24.0' C&C Dist a:4.27 ft Rep Factors Used:Yes Max Web CSI:0.885 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:20(0)10(0) Chords Tens.Comp. Chords Tens. Corm. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02A.121321 A-B 949-3277 F-G 620 -1883 Lumber B-C 897-3126 G-H 648 -2130 C-D 742-2559 H-1 625 -2165 Value Set 13B(Effective 6/1/2013) D-E 764-2524 I-J 474 -1628 Top chord 2x4 SP M-30 E-F 635-1882 K-L 384 -252 Bot chord 20 SP M-30 Webs 2x4 SP#3 Maximum Bot Chord Forces Per I :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.040' �(lbs) :Rt Slider 20 SP#3:BLOCK LENGTH= 2.040' Chords Tens.Comp. Chords Tens. Comp. Lumber value set"I 3B"uses design values A-T 2823 -736 0-13 1930 -452 approved 1/30/2013 by ALSC T-S 2819 -736 P-0 1523 -375 Bracing S-R 2819 -736 O-N 1523 -375 R-Q 2268 -520 (a)1x4#3SRB SPF-S or better'T'reinforcement. 80%length of web member.Attach with 8d Box or Gun(0.113'x2 5',min.)nails Q 6"oc Maximum Web Forces Per Ply(Ibs) Webs Tens Comp. Webs Tens. Comp. Wind C-R 240 -608 P-1 507 -132 Wind loads based on MWFRS with additional C&C 6�p►S R-E 480 -116 I-N 246 -784 member design .• • . 9 QO ••• ••.• �� E-Q 292 -838 N-J 1781 -480 Right cantilever is exposed to wind •+•`` •i F-Q 975 -3W J-M 578 -1807 v • O. '�.a• ATE ,• Lo #0 278 S'ONAL 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlirL� ship to installin and brad Refer to rid follow the latest edition of BCSgo Sly Com_ponenC Safety Information,by TPI an?'SBCA)ti5r satepty(�racticesior to perforlrxng these nctions. Installers shall provide t bract r BCSI.Unless noted d1herwile top chord shall have properiVy attached stnxlural sheathing and bottom�tqr�shall he attachngid ceilirq Locations shown for permanent lateral restraint Of webs shall have brace installed per BCSI sections B3,� as appltcarsle. gqp�.Ty plates to each face,of truss and position as shown above and on the Jar1t Details, unless noted otherwise. (tefer to ALPINE IPL N E drawings 16OA-Z'for standard plate positions. Alpine a division of ITW Buildinrhg�-Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/ 1,or for handling,shipping,installation and bracing of trussesA$eal on this drawinngg or cover pa�iIe 2400 Lake Or Dr. Misting this drawingq indicates acceptance of pro siona engineering responsibili solely for the design shovin. The surfabfifty ,and use of this drawing for any structure is the responsibility of the building Desig er per ANSUTPI 1 58c2. Suite 150 For more information see this job's general notes page and these web sites. ALPiNF www.al tneaw.00m,TPI: www4mst.or SBCA:www. .tom;ICC:www.iccsafe org Orlando FL,32837 Job Number 16610 Ply. 1 SEAN:331271 /T18 COMM Cost:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 4 FROM: DrwNo: 056.18.0906.35827 Truss Label: A9 JB 1 DF 02/25/2018 381x8 7'8'11 9'8' 1473 21'4' 28V13 34" '113 � 478' 78'11 7.11 4'10'15 6'8'13 8'8'13 8'1'10 5 I 3'11'8 G 33X4 83194 12 F H 5p 33X 3D4 8 3X4 �i ca) I J i (a) (a) %5x6 33X1 K �3�4 B C L M �A 1 a7X6(E4T) 12X4 =H03 =3X8 _ 3X8 =4X10 R3X4 8 ) a 38V �'4' TB'16 5'8'1 11'11 7V5 _ 7V5 11'11 6V5 35-15 39'12 7 '15 13'4' 14 11 21'4' 28'13 4' 35'43 38'1Ir 428' Loading Criteria(Per) tAfind Criteria Snow Criteria(Pg.Pf in PSF) DeNCSI Criteria ♦Maxirium Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/dell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.152 S 999 360 B 1698 /132 /973 /- /241 16.o BCLL: 0.00 Enclosure:Cbsed Lu:NA Cs:NA VERT(TL): 0.364 S 999 240 N 2546 /174 /1319/- /- /6.0 BCDL: 10.00 Risk Category.11 Snow Duration:NA HORZ(LL): 0.052 O - - M -562 /562 /39 /- /- Des Ld: 40.00 EXP:C -._ HORZ(TL):0.126 O - - Wind reactions based on MWFRS NCBCLL-10.00 Mean Height:15.00 ft TCDL:5.0 psf Code!Mlsc Criteria Creep Factor1.5 B Man Brg Width Req= 2.0 Soffit: 0.00 Bldg Code:FBC 2014 RES Max TC CSI: 0.448 N Min Brg Width Req= 3.0 BCDL:3.0 psf Load M Min Brg Width Req= - �125 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.534 Bearings B&N are a rigid surface. Spacing:24.0' C&C Dist a:4.27 ft Rep Factors Used:Yes Max Web CSI:0.913 Loc.from endwall:riot in 13.00 ft FT/RT20(0Y0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Pty(Ibs) Wind Duration:1.25 WAVE,HS VIEW Ver:17.02.02/i121321 Chords Tens-Comp. Chords Tens. Comp. Lumber — B-C 803-3310 H-1 588 -2087 Value Set:13B(Effective 6/1/2013) C-D 824 -3206 I-J 563 -2106 Top chord 2x4 SP M-30 D-E 703-2654 J-K 338 -1158 Bot chord 2x4 SP M-30 E-F 723-2606 K-L 1314 -313 Webs 2x4 SP#3 F-G 603-1915 L-M 1367 -347 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.040' G-H 605-1916 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set'13B'uses design values Maximum Bot Chord Forces Per PI approved 1/3012013 by ALSC y(Ibs) Chords Tens.Comp. Chords Tens- Comp. Bracing � p P1103 �(a)Continuous lateral restraintequay spaced on U-T -� -O 03 - member. T-S 2893 -6T7 O-N 275 -1062 Loading S-R 2354 -505 N-M 302 -1169 r Truss passed check for 20 psf additional bottom R-Q 1881 -388�C chord live load in areas with 42'-high x 24'-wide `` J a Maximum Web Forces Per PI (lbs clearance. O�6.•'• S�••!/1/ Webs Tens.Comp. Webs Tens. Comp. Wind •V\' • D-S 208 -992 O-J 878 -176 Wind loads based on MWFRS with additional C&C • S-F 483 -102 J-0 279 -1107 member design. 05 F-R 287 -911 O-K 2395 -559 • • G-R 1001 -273 K-N 631 -2378 Additional Notes Negative reaction(s)of-562#MAX.from a non-wind y load case requires uplift connection-See Maximum $ `� ATE Q Reactions. • • Top Chord overhang(s)may be field trimmed. �j-rQ •�/C�QR�Q��•'�<(/ #0 278 NAL 02/26/20)8 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses rreeqquire extreme care in fabncatirn2q ndling�shi n installing.and bracing. Refer to and follow the la est edition of 13CSI Build" pornernf Saaffe�ty Information,by%1I arnd'S CA)fbr sa sty�ractices pnor to performing these functions. Installers shall provide t bracing per BCSI.Unless noted y top chord shall have pr a ached structural sheathirlq and bottom�1or�shall have a attadled ringqid ceiling Locations Shown mr permanent lateral rest/ Int bf webs shall have brad,rxLmslalled per BCSI sore 83,67 or 1 as applirat)le. Apply plater to each face of truss arld position as shown above and on the JomfDetails, unless/noted otherwise. itefer to ALPINE,LP N E drawings 160A-Z fir standard plate positions. Alpine,a derision of ITW Buildinngq Compornents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �� ttruss in conformance with ANSI 1,or for handhr shippin ,inst llation and bracing of trussesA deal on this drawing a cover pa a.. 2900 Lake O Dr. listin this drawing indicates acceptance of pr 4essiona en sneering responsibility solely for the design showrn. The sui ability � and use of this a�awing for any structure is 9.1 esponslbil W'0 the 13ui•ding Desigrfer per ANSVTPI 1 Sec.2. Suile 150 For more information see this job's general notes page and these web sites. ALPINE: www.al ne tw.com,TPL www. ;SBCA.www-sbcto$jWy.com,ICC: w ,ccsafe.org Orlando FL.32837 Job Number. 16610 Ply: 1 SEAN:331273 J T17 COMN Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 7 FROM: DrwNo: 056.18.0906.38010 Truss Label: A10 JB / DF 02/25/2018 i I V 388'8 78"11 _9'8' 14T3 211' 289'133ZiT12 3t'1 78'11 +1'77 4'10.15 8'8'13 68'13 {'tits 1'11 3 11 8 s5X5 I � 12 &37X4 %3x4 5 p _w 03x8 23x8 fo D i J �� 5143 03x4 K C $3XA B L M eTz A N n 82X4 =H03 a3X8 _R---43 =fX10 13x4 38 i 3'11"- 1 I i'A• 78•is s'9'1 11,11 7V"5 MIS 11'11 6" Ms 3V12 TB'15 13'4' 14 '17 21'4' 28'43 4' 35'4.5 38'10' 42'8' �4� Loading Criteria(pct) Wind Criteria Snow Criteria(Pg,Pf in PSF) De8/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.152 T 999 360 B 1698 /133 /973 1- /252 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.365 T 999 240 O 2546 /170 /1305/- /- 16.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 P - - M -562 /562 188 1- /- /3.0 Des Ld: 40.00 EXP.C HORZ(TL):0.127 P Wind reactions teased on MWFRS Mean Height:15.00 it NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 2.0 TCDL:5.0 psf O Min B Width R _ 3.0 �� 4.00 BCDL:3.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.448 � � Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2007 Max BC CSI: 0.534 M Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:4.27 It Rep Factors Used:Yes Max Web CSI:0.915 Bearings B,O,&M are a rigid surface. Loc.from endwall:not in 13.00 it FT/RT:20(0y0(0) Members riot listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.020.1213.21 Chords Tens-Comp. Chords Tens. Comp. Lumber B-C 805-3310 H-1 591 -2059 Value Set 136(Effective 6/1/2013) C-D 825-3206 I-J 571 -2107 Top chord 2x4 SP M-30 D-E 704-2854 J-K 343 -1158 Bart chord 2x4 SP M-30 E-F 724-2606 K-L 1323 -303 Webs 2x4 SP#3 F-G 605-1915 L-M 1384 -308 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.040' G-H 607-1917 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp- Bracing B-V 2897 -656 R-Q 1104 -219 (a)Continuous lateral restraint equally spaced on V-U 2893 -656 Q-P 1104 -219 member. U-T 2893 -656 P-0 299 -1068 Loading T-S 2354 -468 0-M 326 -1175 S-R 1881 -373 Truss passed Check for 20 psf additional bottom _ chord live load in areas with 42"-high x 24'-wideclearance. Maximum Web Forces Per Pty(lbs) Q :..• • i�ly Webs Tens-Comp- Webs Tens. Comp. • 'Y Wind Q •,� SF••• D-T 209 -592 R-J 878 -172 Wind loads based on MWFRS with additional C&C ? • T-F 493 -102 J-P 278 -1110 member design. • • s F-5 288 -911 P-K 2402 -558 ii G-S 1001 -274 K-O 596 -2378 Additional Notes 1 • 7� Negative reaction(s)of-562#MAX.from a non-wind a � ; • load case requires uplift connection.See Maximum 0 Reactions. s :• ATE • Top Chord overhang(s)may be field trimmed. •' F P •: �.��SS/L #o na '�w O AL mwldu 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatina thla�ndlin shiA i install' and bract g�.�Refer to rd follow the latest edition of BCSI(B Component W$y�ety Information,by TPI an SBCA)for safely�ractices for to perforlrxrig these tUfK tiOfIS. Installers shall provide terhIN' , bracing per BCSI._Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom chord shah have a attachetl ngid ceili Locations shown for nanent lateral restraint bf webs shall have bracirl�i Isitalled per SCSI sections ha B7 as applicat)le. Rq�?y plates to each face of truss and position as shown above and on the Joinmel tails, unless rioted otherwise. Aefer to drawings 16OA-Z'for standard plate positions- Alpine, ALPINE Alpine,a division of ITW Buildirnic1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure fo buikf the li—rte, truss in conformance with ANSI PI 1,or for handling shipping,installation and brad of tn7ssesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro ssiona en 'nearing res nsi ili,ttyv sole) for the design shown. The sui brlrty 9 and use of this 9rawing for any structure is the responsibility of the Building Desigrier peryANSVTPI 1 Sec.2 Suite 150 For more information see this job's general notes page and these web sites. ALPINE:www.al .com;TPI:www. ;SBCA:www. ,=n;JCC:www.iccsate.org Orlando FL,32837 E2788.0 Number. 16610 Py: 1 SEAN:331275/T9 HIPS Cust R917 JRef 1W8R9170001 SQUARE FEET:2788.0 SQUARE FEET Qy: 1 FROM: DrwNo: 056 18 0906 39770 ss Label: All JB / DF 02/25/2018 • 38a � 78' SWAI 14'1'14 208' 288'2 339'4 35Y 3" 428' 27 4'5110 88'2 l"t 8'8'2 48R Z1' �71n W SM 66X$ G H 03X4 *3X4 1tD F 1 5 03X8 a 3X88 (e) e) J •3X4 K b (e) (e) �SXB 1 3X4 L G $�X4 B N A -7X8(E4T) N2Xq =meq= 8 53X4 _ 3Zt s3X8 83X4 8 ) 38'9' T11"--i F71' T4" 88'2 1 5Y'12 1 4 5'8' 1 '10 attro 3'4.4 39'12 7'4'4 13'10.8 17 209'12 27'8' 10 368' 3810' 428' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeIVCSI Criteria ♦Maximum Reactions(ft) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft L/E Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.129 V 999 360 B 1614 /134 /975 1- /234 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.332 V 999 240 BCDL: 10.00 Risk Category.II O 2372 /174 /1319/- /- /6.0 EXP:C Snow��'NAHORZ(LL): 0.046 P - - N -503 /503 137 /- /- /3.0 Des Ld: 40.00 HORZ(TL):0.119 P Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.9 TCDL:5.0 psi O Min B Width R Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.411 r9 eq= 2.8 Load Duration:125 MWFRS Parallel Dist.h to 2h TPI Std:2007 Max BC CSI: 0.500 N Min Brg Width Req= 1.5 Spacing:24.0C&C Dist a:4.27 It Rep Factors Used:Yes Max Web CSI:0.842 Bearings B,O,&N are a rigid surface. Loc.from endwall:not in 13.00 it FT/RT20(Oy0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Py(lbs) Wind Duration:1.25 WAVE VIEW Ver.17.02.02X1213.21 Chords Tens-Comp. Chords Tens. Comp. Lumber B-C 821 -3180 H-1 621 -1784 Value Set:138(Effective 6/1/2013) C-D 838-3018 I-J 597 -1868 Top chord 2x4 SP M-30 D-E 727-2479 J-K 579 -1920 Bot chord 2x4 SP M-30 E-F 745-2425 K-L 326 -1026 Webs 2x4 SP#3 F-G 625-1808 L-M 1195 -318 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.979' G-H 614-1598 M-N 1246 -348 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B'uses design values Maximum Bot Chord Fomes Per P Ibs approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tents. Comp. Bracing B-W Z725 -697 S-R 1715 -404 (a)1x4#3SRB SPF-S or better-r reinforcement. W-V 2721 -e97 R-0 1715 -404 80%length of web member.Attach with 8d Box or V-U 2198 -536 Q-P SIM -223 Gun(0.113'x2.5",min.)nails @ 6"oc. U-T 2198 -536 P-0 279 -961 Wind T-S 1587 -321 O-N 307 -1061 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Py(lbs) member design. O1J�N• • • !� Webs Tens.Comp. Webs Tens. Comp. Additional Q • � F • D-V 195 -577 Q-K 827 -203 Negative rea�s) of-503#MAX.from a non-wind V-F 469 -96 K-P 295 -1048 load case requires uplift connection.See Maximum � � F-T 282 -829 P-L 2178 -563 Reactions. #$ ; �. • G-T 419 -177 L-0 638 -2216 Top Chord overhang(s)may be field trimmed. S #0 278 s'ONAL• 02/26120188 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses require extreme care in fatxicabrq f��yndling�shi m installing and bracing._Refer to nd folkry the latest of BCSI(Building mponent Safety Information,by TPI ar1�'SBCA)tSr sa .k�ractices yprior to perlormnng these�rtiral nctgions. Installerrsbottom lor�11 rrovti�deeteam�p�or brachgg ppeer B I.unless noted otherwise,top chord shall espropetrrJint br we st,attached il hav' XtX ns lied B Ise ct 63�67�efer d attachga rigid ceilirq Locations snows ffoorr permanent the ed oth as app, Ap�Tj dates to each face of truss and position as shown above and on drawings 160A-Z ffoorrstandard plate positions. ALPINE Alpine,a divFth of I7W Buildingq Components Group Inc..shall not t>e responsible far any dev ation fnxn this drawing,any failure to build the , Y ttruss rn nce with ANSI/TPI 1,or for tdNnq shippin ,installation and txaang of truss�sA seal on this drawing a cover pa e._ 2400 Lake Or Dr. Ilating this y . uitablirtyand use os awing for any structure is ire responsibilit�of the Building Desigrfer per ANSIITPI 1 58c.2. Suite 150 For sane information see thisob's eneral notes a antl these web sites: ALPINE:www. .tom'TPI:www. SBCA:www. .can'ICC:www.iocsafe.org Orlando FL,32837 Job Number: 16610 Pir 1 SEAN:331338/T33 GABL Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET ottr. 1 FROM: DrwNo: 056.18.0906.41893 Truss label: B1 JB / DF 02/25/2018 1'3'1 10'4• 1942 20r 1'3'1 90.2 9V2 131 Ai F^24--�7--� (TYP) w4X5 H T 12 5 p l SC1 3 3X6(—) M B C SC2 AA � O1 � ) (NNL) (NNL) Loading Criteria(psf) Wind Criteria Snow Critaft(PgJ't in PsF) DeARM Criteria ♦Matdmum Reactions(Ibs�or'•PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loci Udett L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed 130 mph Pt NA Ce:NA VERT(LL): 0.001 B 999 360 N' 178 /40 /63 /- /12 /248 BCLL: 0.00 EnG)sure:Closed Lu:NA Cs:NA VERT(TL): 0.004 B 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:it Snow Duration:NA HORZ(LL):-0.002 G - - N Min Brg Width Req= - Des Ld: 40.00 EXP:C HORZ(TL):-0.003 G - Bearing B is a rigid surface. fVCBCLI 1000 Mean Height:15.00 ft Code f Misc Criteria TCDL:5.0 psf Creep Favor.1.5 soffit, 0.00 BCDL 3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.271 Members not listed have forces less than 375# TPI Std:2007 Max BC CSI: 0 032 Maximum Top Chord Forces Per Ply(lbs) Load Duration: C&C Dist a:3.00 ft Rep Factors Used:Yes MaxWeb CSI:0.124 1.25 MWFRS Parallel Dist:0 to fh/2 Chords Tens.Cornp. Chords Tens. Comp. Spacing:24.0' Loc.from endwall:Any FT/RT:20(0)t0(0) C-H 354 -105 H-M 383 -115 GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A 121321 Lumber Additional Notm Value Set 13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP W30 gable wind bracing and otfler requirements. Bot chord 2x4 SP M-30 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top chord(SC)to :Stack Chord SC1 2x4 SP M-30: dropped top chord in notchable area using 3x4 :Stack Chord SC2 2x4 SP M-30: tie-plates 24•oc.Center plate on stacked/dropped Lumber value set'136'uses design values chord interface,plate length perpendicular to chord approved 1/30/2013 by ALSC length.Splice top chord in nwtchable area using 3x6. Plating Notes Top Chord overhang(s)may be field trimmed. All plates are 2X4 except as noted- (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading • A @ F Truss designed to support 2-0-0 top chord oudookers • • and cladding load not to exceed 10.00 PSF one face O��~ •�'••/� and 24.0-span opposite face.Top chord must not Q •,� SF�• be cut or notched,unless specified otherwise. ? Wind Wind loads based on MWFRS with additional C&C member design. * ; 9�•c�'•••.Z O R%9P•.••��C. #0 272 02126/2018 '*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinq handlingG•�shipppin installinv and brad Refer to nd follow the latest edition of SCSI(Buildi Component Safety Information,by TPI and SBCA)fik SateTy(�ractices Yp for to perfortlxng these tnctions. installers shall provide ter51'er�rn�rq braeng�per BCS nUgnless noted otherwise.top chord shall have property attached stnxxuraJ sheathing and both chord shall have prooetf attacl8d nnqgid ceili Ig�Y �ocations shown ftoorr Hent hat nal resV33int M webs shall have txacinc�msTalled CSI sections 83,B� or B10y as applicarne. plates to each face of Wyss and position as shown above and on the JoinfDetalls, noted otherwise. F�efer to ALPINE drawings 160A-Z orstandard plate positions. Intd. ine,a division of ITW Buildinngq Components Group Inc.shall not be responsible for any deviation from this drawl ,any failure to build the .—C incrmancer pa e__ 2400 Lake Oran Dr. n thisdng indicates acrep�ance pf prossiona en ineerinq responsnbili�v solely for the design shownThe suitabilny use of this drawing for any structure is fie esponstbilit�of the Building Designer per ANSUfPI 1 5ec.2 Suite 150 For more information see this job's general notes page and these web sites. ALPINE. www.al tneftw.wrn;TPI:www. ;SBCA:www. .cam;ICC: www.Kcsafe.orq Orlando FL,32837 Job Number. 16610 PI 1 SEQN:331341 /T14 COMN Cult:R917 JRef:1W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qly 3 FROM: DrwN0: 056 18 0906 43680 Truss Label: 132 02/25/2018 + 5'6'3 104' 161'13 20'6' 5'6'3 4113 4'9'13 58'3 -,IX5 E 12 5 D L D4 r2F4 a $3X4 143X4 G B H A 1 K J I III =3X4 =3X6 -3X4 a 20'8' {-1'4' Tt'716'9 4'109 7'1'7 7'1'7 8 8' 136-9 20'9' Loading Cdb wW(psi) Wird Criteria Snow Criteria(Pg,Pr in PSF) DefVCSi Crfteria ♦Maxima Reacdons(bs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in IoC Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10-00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 K 999 360 8 929 1215 1535 /- /112 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.101 1 999 240 H 844 /190 /465 /- /- /3.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ.(LL): 0.015 1 - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C - - Mean Height 15.00 ft HOR2(TL):0.038 I B Min Brg Width Req= 1.5 NCSCLL-10-00 TCDL:5.0 psi Code/Misc Criteria Creep Factor.1.5 H Min Brg Width Req= 1.5 soft 0-00 BCDL 3.0 psf Bldg Code:FBC 2014 RES Max TC CSI: 0.208 Bearings B 8 H are a rigid surface. Load Duration:125 MW FRS Parallel Dist.0 to hr2 TPI Std:2007 Max BC CSI: 0.348 Members not listed have forces less than 375# Spacing:24-0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.527 Loc.from endwall:Any FT/RT:20(0y0(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens-Comp- Chords Tens. Comp Wind Duration:125 WAVE VIEW Ver:17.02.020.1213.21 B-C 791 -1081 E-F 797 -1353 Lumber C-D 775-1499 F-G 811 -1499 Value Set 138(Effective 6/1/2013) D-E 761 -1353 G-H 931 -1663 Top Chord 2x4 SP M-30 Bot Chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(Ws) Webs 2x4 SP#3 Chords Tens-Comp. Chords Tens. Comp- :U Slider 2x4 SP#3:BLOCK LENGTH= 1.500' B-K 1343 -652 J-1 947 -406 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1-500' K-J 947 -406 1-H 1343 -659 Lumber value set'13B'uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Wind Webs Terts.Comp. Webs Tens. Comp. Wind loads based on MW FRS with additional C&C K-E 433 -222 E-1 433 -235 member design. Additional Notes Top Chord overhang(s)may be field trimmed- F o � F•. OR�pP�k, #0 278 SioNAt 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabriptincl hh��nddlinqq�ship rn installing and bracin Refer to and follow the latest edition of 13CSI(Building mponent S fety Information,by TPI anO SBCA)fbr satPetpy�ractices prior to performing these functions. Installers shall provide t brae n per BG�SI.Unless noted d1herwije,top chord shall have pro rly attached structural sheathing and bottom lord shall haveeIrr� attacxted rigid ceilinq Locations shown for permanent lateral rest/ int of webs shall have bragro Ins "Iled per BCSI ins 83 87 or 1 as applicable. App Ty plates to each face of truss arxl positron as shown above and on the J f Details, unless rested ethefwise. �e�to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division Of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in formance with ANSI/TPI 1,or for handlingq,shippppmg,Instpllation and bracing of trussesA eal on this drawinC or cover paqe Ilsting this drawingg indicates acceptance of proTessidnaT en meerin9 responsibility solelyor the design shown. The suitability 2400 Lake Orange Dr. and use of this a�awing for any structure is the responsibilit�of the building Designer per ANSI/TPI 1 Sec-2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE- www.al mertw.com,TPI: www, ;$BCA www, .cpm"ICC:Www_Ccsafe.org Orlando FL,32837 Job Number: 16610 ply 1 SEAN:331345/T13 COMN Gust R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty 3 FROM: DrwNo: 056.18.0906.46800 Truss Label: B3 JB / DF 02/25/2018 516'3 10'4' A. 15'0'13 205' 5'6'3 49'13 48'13 + S59 =4X5 E 12 5 2X4 12X4 D F N f 03X4 'k.3X4 r0 C G B H 62 A rTis 1 1 K J 1 tr —=4 —3X5 — =3zatE3E3) 205' - �-1'4'-}- - T1'7 1'4'9 4'11'14 A. __TO'2 T1'7 ti'6' 13'5'14 205' Loading Crkeria(psf) Wind Criteria Snow Criteria(Pg Pf in PSF) DefiNM Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lor R /U /Rw /Rh /RL I W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 K 999 360 B 922 1214 /532 !- /111 13.0 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 K 999 240 L 837 /188 /460 /- /- /6.0 BCDL: 10.00 Risk Category.11 Snow Duration:NA HORZ(LL): 0.015 1 - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(7L):0.037 1 - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 k Code!Misc Criteria Creep Factor.1.5 L Min Brg Width Req= 1.5 Soffit. 0.00 TCDL:5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0207 Bearings B&L are a rigid surface. BCDL:3.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to Std:2007 Max BC CSI: 0.344 to h Members not listed have forces less than 375# Spacing:24.0C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.280 Loc.from endwa i not in 4.50 It FT/RT:20(0y0(0) Maximum Top Chord Forces Per Ply(lbs) Chards Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.121321 B-C 440-1088 E-F 447 -1310 Lumber C-D 435-1484 F-G 444 -1447 D-E 436-1337 G-H 462 -1563 Value Set:138(Effective 611/2013) Top Chord 2x4 SP M-30 MWmurn Bot Chord Forces Per Ply(ba) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' B-K 1329 -359 J-1 932 -215 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 932 -215 I-H 1289 -351 Lumber value set"I 3B"uses design values approved 11302013 by ALSC Mwdtnum Web Forces Per ply(11109) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K-E 434 -131 E-1 399 -129 member design. Additional Notes Top Chord overhang(s)may be field trimmed. F o � SF'• :}„o:• ATE •'Q �.c�•.:cL 0R\OP•�`�� #0 278 s`rIONAL 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricatirr��qq handl{nc1�shipp n installingq�and brawn Refer to and follow the latest edition of BCSI Building Componentgety Information,by TPI an9'SBCA)for safety�ractice.p�ror to performing these functions installers shall provide tempora brad r BCSI.,Unless noted otherwise,top chord shall have pro, riy attached structural sheathinngq and bottom chord shall have a attachnqid ceilinq Locations shown for permanent lateral rest/ int bf webs shall havebraci inslalled per BCSI sections B3,B7 or 10y as applicatsle Ap'Ty plates to each face of truss and position as shown above and on he Joint betails, unless noted otherwise. itefer to ALPINE drawings 1fi0A-Z or standard plate positions. Alpine,a division of ITW 13 Min Components Group Inc.shall not t1e responsib{e for any deviation from this drawirg,any failure to twild the w,,�,co,,, teas in cgnformance with ANSI TPI 1,or for handling shipping,installation and txaang of trussesA al on this drawing or cover pa a.. 2400 Or W. Ming this drawing indicates eccep�ance of professional engineeringg responsibility solely for the desiggn shown. The suitability and use of this a�awing for any structure is the responsibility of the eui{ding Designer per ANSI/TPI 1 S�c.2. Std 150 For more information see Nis-ob's eneral notes a and these weD sites. ALPINE. www.al meitw.com;TPI:www. ;SBCA: www. .cam;ICC: www.itcsafe.orq Orlando FL,32837 Job Numbs 16610 Ply. I SEAN:331348/T10 COMN Gust:R917 JRef. 1W8R9170501 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 1 FROM: DrwNo: 056.18.0906.48707 Truss Label: Ct JB / DF 02/25!2018 _ 5'7'12 tt' 1S9" 208' ST12 + 544 + 40 + 47T =916 12X4 w3X4 E F G 12 5 $3X4 D io io 13C B 2 A L K JI H N 12X4 =3X4-3X6 -3X8 lit 613X8 2118'1'4 i • 58' + 11' + 12'+ ?5TV _-+ 20V LoadMy Cribris(pot) Wind Criteria Snow Cribrfa(Pg,Pf in PSF) D•fVCSI Critefa ♦Maximton Reactions(Itis) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.035 D 999 360 B 922 1199 /575 /- /147 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 D 9% 240 M 837 /212 /452 /- /- /6.0 BCDL: 10.00 Risk Cate ..11 Snow Duration:NA HORZ(LL). 0.013 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(Tt):0.033 C - - B Min Brg Width Req= 1.5 Mean Heigh:15.00 It NCBCLL:10.00 Code/IBeC CAterfa Creep Factor.1-5 M Min Brg Width Req= 1.5 TCDL 5.0 psf Bea B&M id surface. soffit- 00.00BCDL:3.0 psf Bldg Code:FBC 2014 RES Max TC CSI: 0232 � area n9 Load Duration:125 MWFRS Parallel Dist.W2 to h TPI Std:2007 Max BC CSI: 0276 Members not listed have forces less than 375# Spacing:24.0C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.393 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 It FT/RT:20(Oy0(0) Chords Tens. Comp.0.18 Plate Type(s): Comp Chords Tens' Cone' Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.1213.21 B-C 3B5-1606 E-F 226 -660 Lumber C-D 398-1496 F-G 226 -650 D-E 313-1032 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-30 Maximum But Chord Forces Per Ply(ms) Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Come :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' B-L 1339 -478 K-J 889 -324 Lumber value set'13B'uses design values L-K 1335 -478 J-1 889 -324 approved 1/302013 by ALSC Wind Maximum Web Fortes Per Ply(lbs)Wind loads based on MWFRS with additional C&C Webs Tens-Comp. Webs Tens. Comp._- _ - member design. D-K 172 -499 G-H 297 -798 Right end vertical not exposed to wind pressure. I-G 941 -327 Additional Notes Top Chord overhang(s)may be field trimmed. ATE p�FSFZ ORVPt' ak. �••N mss..•• �` #0 278 aS'�Q[VAL � 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fa calicroq hYiaandl'ng'ship n ingtalli Refer to and follow the latest edition of BCSI Biiikiing mponenf Safety Information,by TPI O'S CA)&safety�ractices ��rf ng these functions. Installers shall provide t _ bracin r B I.Unless noted otherwi�e�top chord shall have pro rte attached struch l sheathinq and bottom stall ha attachrrgaid cellmq Locations shown for nest lateral res int 6f webs shall have brad installed per BCSI sections B3,67 or 1 as applicarne. Ace) plates to each face of Mass and position as shown above and on the Join[Details, unless noted otherwise_ Refer to' ALPINE drawings 16OA-Z fFoorr s ndard plate positions. 1.1dj pine,a division of ITW Build'nnqq Components Group Inc.shall not be responsible for arty deviation from this drawing,any failure to build the ,, G y sscNhformance with ANSI/TPI 1, , r pa .. 2400 Lake O Dr. ng this drawinfl ind'cates acceptance of professionaf engineering responsrbiliri solely for the des'gn shov�n. The surtabllrty rarxJe use of this yawing for any structure's the responsibility of the Building Designer per ANSUTP 1 Sec.2. Sude 150 FOr more information see thisob's eneral notes and these weD sites- ALPINE: www.al ineitw.com;TPI:wen. sl.a ;SBCA: www.sbtirWu .can;ICC: www.�ccsafr or Orlando FL,32837 Job Number. 16610 Ply. 1 SEON:331351 /T39 COMM Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET City 1 FROM: DrwNo: 056.18.0906.50753 Truss Label: C2 JB / DF 02/25/2018 i 8T12 _ 1g• Z111W -- 6T12 8'4'4 7g =� a2lf 12 sp �p a o o3X4 B n A 1 1 12X4 _3XOm3 13X8 -- 206' ._. f".P4. _._---- 67 513' �- 1• 7t1 -i 6t8' 12' 13 20r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg•Pf in PSF) DNYCSI Criteria •Maldratlla Roactions pts) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc Udeff L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 C 999 360 6C L- 000 Enclosure:Closed Lu:NA Cs:NA VERT B 922 /102 /583 /- /114 /3.0 (TL): 0.121 C 999 240 K 837 /171 /465 /- /- /6.0 BCDL: 10.00 Risk Category:II EXP:C Snow Duration.NA HORZ(LL): 0.021 C - - Wind reactions based on MWFRS Des Ld. 40.00 HORZ(7L):0.054 C B Min Brg Width Req= 1.5 Mean Height 15.00 ft NCBCLL:10.00 Code/Mist Criteria Creep Factor 1.5 K Min Brg Width Req= 1.5 TCDL:5.0 psf Bean B&K id surface. SoMt 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.590 � area n9 Load Duration:1.25 MWFRS Parallel Dist:It to 2h TPI Std:2007 Max BC CSI: 0.420 Members not listed have forces less than 375# Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.685 Maximum Top Chord Forces Per Ply(lbs) Loc.from pi:0.1:not in 9.00 ft FT/RT:2pe(s):(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 B-C 345-1670 D-E 236 -857 Lumber C-D 363-1466 Value Set 13B(Effective 6/1/2013) Malderwnt Bot Chord Forces Per Pty(fbs) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Terve. Comp. Wets 2x4 SP#3 B-J 1314 -465 I-H 1308 -486 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.748' J-1 1308 -465 H-G 705 -253 Lumber value set'138"uses design values approved 1/302013 by ALSC Maxhman Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on D-H 236 -672 E-G 320 -891 I member. E-H 523 -109 Wind Wind loads based on MWFRS with additional C&C member design. �+ Right end vertical not exposed to wind pressure. �� p�•f � Additional Notes OO•�Y •_ SF••�y Top Chord overhang(s)may be field trimmed. 0. .V\ • i • y, �},o i• ATE c� OR��P'��C' #0 27S ONAL uu26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handl inq�shippin installing.and brad Refer to and follow the West edition of BCSI Building ComponenC Safety Information,by TPI and�SBCA) 'safety�ractices pnor to perlorf»tng these tunctions. Installers shall provide ter(hRIO braci r SCSI.Unless noted dtherwi�e top chord shall have pro, riyy attached structural sheathinngq and bottom r�shalt 4117: �avg api attach rigid ceiling Locations shown for permanent lateral rest/ Int pf webs shall hav@ br, 'r''ailed per BCSI sus B3 67as apphcarnrne. ApfTy otates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. RALPINE drawings 16OA-Z or standard plate positions. Alpine,a division of ITW Buildinngq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or er page 2400 Lake Oran Dr. ilisting this drawingp indicates acceptance of pro7esslonar engineering responsibilit�yr solely for the design shoWh. The suitability 9e and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSUTPI 1 S8c.2. Suite 150 IFor more information see this job's general notes page and these web sites ALPINE- www alpneitw com;TPI: www 4wW org;SBCA:www sbatdustry corm ICC www ic[safe ora Orlando FL,32837 Job Number. 16610 Ply. 1 SEAN:331354/T28 COMN Cult:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty 1 FROM: DrwNo: 056.18.0906.52470 Truss Label: C3 JB / DF 02/25/2018 77'12 15 2W 7'x12 11 64.11 98' .5xs uau F G 6 12 03x6 � D o w o3X4 (a) C B A L ■ sm HL 83)06 208' 4'6' 3' a8' 7g' 12 15 206' Loading Criteria(psf) Wind Criteria Snow Criteria(Pgprin PSq DNYCSI Crftwb ♦111aximt m Raaclin Me) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/den L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LLY 0.079 C 9% 360 -- BCLL: 0.00 Enclosure:C used Lu:NA Cs:NA VERT B 922 /91 /589 /- /130 /3.0 Rik Cat II ITLx 0203 C 999 240 L 837 /161 /481 /- /- 16.0 Risk BCDL: 10.00 �Y Snow Duration:NA HORZ(LLx 0.036 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL):0.092 C B Min Big Width Req= 1.5 NCBCLl-1000 Mean Height.15.00 ft Code/Misc Criteria Creep Factor.1.5 L Min Brg Width Req= 1.5 Soffit 000 TCDL:5.0 psf g Code: FBC 2014 RES Max TC CSI: 0.561 Bearings rigid surface. BCDL:3.0 psf b9 Bean B 8 L are a Load Duration:125 MWFRS Parallel Dist h to 2h TPI Std:2007 Max BC CSI: 0.420 ��have forces less than 375# Spacing:24.0' CRC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.319 Members Top Chord Forces Per Ply(Its) Loc.from endwai8 not in 9.00 ft FT/RPlate Type(s): : Chords Tens-Comp. Chords Terns. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A121321 B-C 3DI -1736 D-E 136 -671 Lumbar C-D 319-1425 E-F 162 -647 Value Set 13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top ch 2x4 SP M-30 Bot chord 2x4 SP M-330 Chords Tens.Comp_ Chords Tens. Comp. rd _.._ Webs 2x4 SP#3 B-K 1275 -443 J-1 1270 -443 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.018' K-J 1270 -443 1-H 520 -189 Lumber value set"13B*uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Corny. (a)Continuous lateral restraint equally spaced on D-1 282 -031 F-H 296 -814 member. F-I Will -126 Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. Additional Notes h0�e•••' �`•�'f/tj Top Chord overhang(s)may be field trimmed. j? V `,� ��••�� o. 8 : >a .o�• ATE •'�� OROP•'•��c'�' #0 278 Fs �•.....••_x�� S�ONAL ozn6ao 18 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH nTgHIhSaDRAngW�ING TTtO ALL CONTRACTORS INCLUDING r1dTHE INSTALLERS Zrus nrequir fe Information DY TPI ar1d-SBCAI)&safelyn�ra-fiCesrly�to t tn�g tbracing. Refer hese fugcb�ons. Installers s provide the Latest edition of Csl p perwrtylgy �tboo ff d i.,Unless noted shown op, chord lateral rresV int bf ebs shall haverel acing ins a bottom dtord ye 7p r8?0 a xi celhnrqg Locations shown for perms ,Ta upnleersBsC, 6 as w ica Apply tplatesarda to each face of truss and position as shown above and on the J �s ALPINE drawings 160A-Z ors standard plate positions. Alpine,a derision of ITW Build'nngg�Components Group Inc.shall not be responsible for any deviation from this drawing.any failure to build the �m RPM�russ In cgnfonnance with ANSI/TPI 1,or for handlin4 shipptnq,installation and txacing of.ttussesA seal on thin drawing or over pa�qa.. 2400 Lake Ora Dr. Isting this draw'n� indicates acceptance of professtonaT en meenng responstbilrty solely for the desl n shown. The sutt-abilrty of this aiawing for any structure is flte responsibilit�of the t3uildbng Desigrfer per ANSIfTPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE:www.alpoeft-com,TPI:www.tpwtstorg,SBCA: www.sbcw4u .com;ICC. www Kxsafe.org Oriando FL,32837 Job Number 16610 Ply. 1 SEAN:331357/T7 COMN Cust:R917 JRef 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET oty 1 FROM: DnvNo: 056.18.0906.55703 Truss Label: C4 JB / DF 02/25/2(118 SB' 90'4 17'4• 1 T 206- 58' 40.4 17'12 SS 38- -50 3M G H 13x4 F 12 E31fB 5 1771 '42x4 r o % s31t4 c B L A 1 cmx4 -3%5 s K4 IM n e37re 20. 1Y• ss• 5S r 3s Loading Criterta(pot) Wind Criteria Snow Criteria(Pg.Pf In PSF) DeRKM Criteria A Maximum Reactions(b{) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL !W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.037 L 999 360 B M /81 /593 !- /146 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 L 999 240 M 837 /150 /498 /- /- /6.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL):0.041 C 8 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Wit'15.00 It Code/Misc Criteria Factor.1.5 9 �h R 1.5 TCDL:5.0 psf Creep M Min Br W' eq= Soffit: O.OpBCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0230 Bearings B&M are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.513 Members not fisted have forces less than 375# Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.992 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)f0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02A2A.121321 B-C 389-1728 E-F 263 -1141 Lumber C-D 290-1473 F-G 98 -446 Value Set 136(Effective 6/12013) D-E 256-1238 Top chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Chords Tens.Comp. Chords Teres. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.521' B-L 1321 -453 K-J 870 -311 Lumber value set'13B'uses design values L-K 870 -311 approved 1!302013 by ALSC Wind Maximum Web Forces Per Ply(ibs) Wind Toads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp.--- member design. L-F 494 -103 G-J 608 -170 Right end vertical not exposed to wind pressure. F-J 251 -713 G-1 289 -792 Additional Notes Top Chord overhang(s)may be field trimmed. O .�'J, SF'•• • is�,o:• y;(ATE �, pc�•••�it OR��P•�`�� #0 278 /QNAI 02/26/2018 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reeqquire extreme care in fabngtin4q handlinq�sheppn instalti and fxacin Refer to follow the lest edt�n of BCSI Builth nen Safety Information,bVvTPI a�rtd'SBCA)fbr sa of ty�ractices Dior to pert 'ng these funciorts. Installers shall provide tr erarnYq bragng per BCSI.Unless noted otherwrse,top chord shall have pro rl attached structural sheathing and tx>>t dtord shall have a prooe/1 attached ri id ceilinqg Locations shown for permanent lateral rest/ int 6f webs shall have rl�nslalled per CSI sections B3,I or B10y as applrcatsle. Apply dates to each face of truss and position as shown above and on the JJoin tails, Unless noted otherwise. Refer to drawings 160A-Z or standard plate positions. ALPINE Ind. ne,adivision of ITWBuilthrl�gComponents Group Inc.shall not 11e responsible for any deviation from this drawingany failure to(wild thes Incr/rtformance withANSIlfP1 1r cover paZg00 Lake Oran a Dr. gg thisdrawing indicates acceptance of proTessronar en ineering responsrbiiity solely for the desi n shownThe sue£ability 9 Ose of this cawing for any structure is the responsibilit�of the Building Desig er per ANSUTPI 1 Sac.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: www.al neaw.com;TPI:www.tpmst.or :SBCAwww.sbc"u .can;ICC: www.Kcsate.org Orlando FL,32837 Job Number. 16610 Pyr. 1 SEAN:331365/T38 COMN Cust R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET 011y: 1 FROM: DrwNo: 056.18.0906.57840 Truss Label: C5 JB / DF 02/25/2018 re rtr{z taw 19' ale' et e•ttro F1vT2 szr stn ( t—'xr -VA N °ax4 F 12 5 F,- sx °o e t�l N) /77C \ e A 1 IN L K J IN rlau .30 .axe -ala ova • 2er! 'i _ e410 5.117 iT1 51-12 11Y Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P1 in PSF) DeNCSI C►iteria ♦Maximum Rssetlorrs i(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl t./# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 C 999 360 B 922 /73 1594 /- /162 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.169 C 999 240 N 837 /138 1518 /- /- /6.0 BCDL: 10.00 Risk Category.11 Snow Duration:NA HORZ(LL):0.030 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL):0.077 C B Min Brg Width Req= 1.5 NCBCLL 10.00 Mean Height 15.00 It Code/Misc Criteria Creep Factor:1.5 Width Req= 1.5 TCDL:5.0 psf N Min Brig W" Soffit: 0.00 BCDL 3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.340 Bearings B 8 N are a rigid surface. Load Duration:1.25 MW FRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.331 I Members not listed have forces less than 375# Spacing:24.0C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.544 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0y0(0) Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): . Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 B-C 263-1730 D-E 121 8B5 Lumber C-D 235-1436 E-F 143 862 Value Set:13B(Effective 6/112013) Maximum Bot Chord Forces Per Ply(los) Top chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3 B-M 1280 -418 L-K 730 -248 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.829' M-L 1216 -418 K-J 730 -248 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Pty(lbs) Bracing Webs TenLComp. Webs Tens. Comp. (a)Continuous latera(restraint equally spaced on D-L 191 -603 J-H 876 -329 member. L-F 465 -98 H-1 306 -842 F-J 263 -803 Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. J�t�a7 F Additional Notes O ••••� eje� /j/ Top Chord overhang(s)may be field trimmed. lor •�� 5�� • L OR .• � ,pP"`�k. 4027 S�ONAL 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fa ting h� in Shu n installing and Refer to and follow the latest�Itan of BCSI*Bwld;mponent S fety Information,byy TPI and SBCA)ti5r s �t�y Practicesprior to these functions. Installers shall provide teibracin r BGSI.Unless noted otherwisetop chord shall have priv attached sirucfu�sheathing and bottom chord shall have aa ririd ceili Locations shown ffoorr permanent lateral rest/ mit f webs shall have Ins_led B I B3,B7asap ica6te Apt yplates to each face of Wss and posrlon as shown above arrd on theJoin its, runless Nes therW v.i.. kefer toALPINE LPI N E drawings 16OA-Z ffobrr standard plate positions. InIdl ine, ofITWBuildingg Components Group irtc.shall not be responsib a for any deviation from this drawingany failure to build the � Essmance w th ANSIlTPI 1, , r pa e., Zg00 Lake ora Dr. ri this drawing indicates acceptance of pro7essionaf en ineering responsibilN solely for the design shoMin, The suifabllrty "�fuse of this yawing for any structure s the responsibilit�of the building Designer per ANSI/TPI 1 58c.2. Sucre 150 For more information see this-ob's eneral notes and these web sites: ALPINE: www.al neRw.coni;TPI:www. - SBCA wwwsbadu .cam'ICC:www.ioaafe.org Odando FL,32837 Job Number: 16610 Ply: 1 SEAN:331371 /T16 MONO Cust:R917 JRef: 1 W8R9170J01 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 1 FROM: DrwNo: 056.18.0907 00780 Truss Label: C6 JB / DF 02/252018 7 5 S z 1mv 2W rss z eTr ')' esr am G fyrl F 12 S p 07x6 O f D' a as 0714 c B s K J I Nl ■ ■2x1 :374 -3x5 Sym — p5• 7'3'1065'r MS IT F"r i 73 fo I 17s+ I fe zes Loading Criteria(p>if) Wind Criteria Snow Crftwb(Pg.Pf in PSF) Def1/CS1 Crfbrh A Maximum Reactlons(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct,NA CAT:NA PP DeOection in loc Ildefl L1# los R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.087 C 999 360 B gn /67 /594 !- /173 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0222 C 9% 240 L 837 /128 /535 /- /- /6.0 j BCDL: 10.00 Risk Category:II Snow Duration_NA HORZ(LL):0.039 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 ft HORZ(fL):0.101 C B Min Big Width Req= 1.5 NCBCLL 10.00TCDL:5.0 psf Code/Miec Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.390 Bearings B&L area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.364 i Members not listed have forces less than 375#Spacing:24.0' C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:not in 9.00 ft FT/RT:20(OMO) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:125 WAVE VIEW Ver:17.02.02A.121321 B-C 278-1781 D-E 79 -803 Lumber C-D 208-1408 E-F 104 -793 Value Set:13B(Effective 6/12013) Top chord 2x4 SP M--30 YaxinNrrr 1Wt Chord Forces Per Ply(lbs) Bot chord 2x4 SPM-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 S-K 1254 -402 J-1 652 -214 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.964' K-J 1250 -401 I-H 652 -214 Lumber value set'13B'uses design values approved 1/302013 by ALSC Mwdrnum Web Forces Per Ply(lbs) Bracing Webs Tens-Comp. Webs Tens. Comp. (a)1 x4#3SRB SPF-S or better-r reinforcement. D-J 206 -661 F-H 298 -900 80%length of web member.Attach with 8d Box or J-F 522 -103 Gun(0.113'x2.5',min.)rnails @ 6'oc. Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical r10t exposed to wind pressure. of ••••• ' •••• ry Additional Notes •••� SF••• Top Chord overhang(s)may be field trimmed. • i • s�,p•� ATEORO ,• Q a9 #0 278 S1OAlAI G`_V xu 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricab TPI handli shit in� installing and bracing Refer to and follow the latest edition of BCSI(Building brarti'nq pe�tBCSI.Unlessdonotedbotherwise,toSpBct7o)rddsst a 1 t7tive proppee�Vy a prior ttt�°h�rfsorrrxtn�gr�iin of functionsnd.binotsttpalmier�s shall provideiv�tem eery attached ringqid ceilirn7ag Locations shown for permanent lateral restr21r1t bf webs shall have bracincLmslalled p�BCSI s 'or7s B3.B7 or 81r10y as appiicarne. Ap>Ty plates to each face o truss ss and position as shown above and on the JointUetails, unless r7oted ottlerwdse. Refer to drawings 160A-Z or standard plate positions. ALPINE Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to!wild the ,I,,c truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa a.. 2400 Lake Dr listing this drawingg indicates acceptance of proressionaT en rneerinq responsibilitty�r solely for the desiggn shown. The su ability and use of this a�awing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. Suis 150 For more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.mnn;TPI:www. W st. ;SBCA www.sbckxktsty.com.ICC:www.rcsafe.o(g Orlando FL,32837 Job Number. 16610 Py: 1 SEON:331382/T6 HIPM Cust:R917 JRef: IW8R9170801 2788.0 SQUARE FEET:2788.0 SQUARE FEET Oty 1 FROM: DrwNo: 056.18.0907.03100 Truss Label: C7 JB / DF 02/252018 r1•e n 1�-u e161a r1-e sora 611-w � lam eau Q H iaXt F T2 5 p ISN D a) Pb I»C C B Ti i 1 r m VA0 •3VAnau ear 1'r+ 611 rig + 611.10 +10.10 sea 1 6111.12 13�1e u Loading CdWb(pet) Wind criteria snow Criteria(Pg,w in PSF) DeR CSl Crkeris •Mandmum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection it loc L/de8 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.115 J 999 360 B 922 /71 /594 /- /166 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT (TL): 0.293 J 840 240 I 837 1134 /524 /- /- 18.0 BCDL: 10.00 Risk Category.11 gnaw Duration:NA HORZ(LL). 0.041 G - - Wind reactions based on MWFRS EXP:C Des Ld: 40.00 Mean Heigh:15.00 ft Creep Factor. 0.1.5 G e rain Big Width Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Mist Criteria Creep Factor 1.5 &9 _ Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.538 Beanngs B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.759 Members not listed have forces less than 375# Spacing:24.0C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.927 Loc.from endwall:not in 9.00 ft FT/RT:20(0)!0(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Terns. Comp. GCpi:0.18 Plate Type(s): Wind Duration:125 WAVE VIEW Ver:17.02.02A.1213.21 B-C 258-1730 D-E 115 -868 Lumber -- C-D 220-1411 E-F 138 -888 Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30 Bat chord 2x4 SP M-30 Chords Terrs.CorrBf. Chords Tens. Comp. Webs 2x4 SP#3 B-M 1257 -407 L-K 734 -247 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.878' M-L 1253 -407 K-J 734 -247 Lumber value set"I 3B'uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(9>a) Bracing Webs Tens-Comp. Webs Tens. Comp. (a)1 x4#3SRB SPF-S or better T reinforcement. D-L 179 -568 F-J 343 -1017 80%length of web member.Attach with 8d Box or L-F 553 -139 Gun(0.113'x2.5',min.)nails @ 6'oc. Wind Wind loads based on MWFRS with additional C&C �C r member design. !- Right end vertical not exposed to wind pressure. OOV�`•,••• ` Sha Additional Notes a •,v �• • Top Chord overhang(s)may be field trimmed. +� : • ATE 9 • On #0 278 �DAIAL 02126/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes rreeqquire extreme care in fabricatinngq ft��andlinq,ship in installing and bracing Refer to and follow the latest edition of BCSI(Building ponenf Safety Information,by TPI artd SBCA)ti5r safely�r'achces prior to pertaining these functions. Installers shall provide terhpora brawn r B I..Unless noted otherwile,top chard shall have r1v attached structural sheathir�q and bottom c hors shall ha v a operfyty a nqb ceflmq Locations shown for Hent lateral rest/ int bf webs shah have brann�mstalted per BCSI scans B3,�7 a 610 as ap icatSle. Zq*p� plates to each face.ot�aand position as shown above and on the JoinTUetails, unless noted 011= �e to ALPINE drawings 160A-Z'for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1f111�,� mss in�gnformance with ANSI/TPI 1,or fa handlin4 shipprnq,installation and txaanct of trussesA sal on this drawinft7l or over pa�g�� 2400 Lake O listing this drawinfgt indicates ac��p�ance of pprofesslonaT en ineering responsibilitty�solelyor the design shoran. cline surtaWl range Dr and 17610 Of this a�awing for any structure is fhe responsibility of the building DesigrSer per ANSI/TPI 1 58c.2. Suite 150 for more information see thisOb's ne21 notes a and these web sites. ALPINE: www.al .tom;TPI: www. nst.or :SBCA: www. .wm ICC: www.�ccsafe.OKI Orlando FL,32837 Job Number. 16610 ply: 1 SECINt 331279/T2 HIPS Gust:R917 JRef- 1 W8R9170001 2788.0 SQUARE FEET 2788.0 SQUARE FEET Qty: 1 FROM: DrwNo: 056.18.0907.09360 Taus Label: Dt JB / DF 02/25/2018 311'15 T 1OV12 13'1'8 18'1^9 20'1'8 3'11'15 30'1 3'0'12310'12 3'0'1 311'15 p 6 1112E =4X11 12 l Sp 3X4 �3X4 T C G o3XB Z3X4 1 A H � I J 1 O N M 7X6(E4) 1112X4 =3X4 =5X6 =3X4 1112X4- 7X6(E4T) I I 20'1'8 3'10'3 i 3'1'13 3'0'12 3712 3'1'13 3'10'3 3*10'3 T 100'12 13'1'8 16'3'5 20'1'8 Loadktg Crkwb(pst) Wind Crich Snow Criteria(Py,Pt in PSF) Dell"Criteria •MtadnNran Rea P III n (Ws) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in IOC L/defl L/# LOC R /U /Rw /Rh !RL !W TCDL: 10.00 Speed: 130 mph P(:NA Ce:NA VERT(LL): 0.084 E 999 360 BCLL: 0.00 Enclosure:Closed A 1597 /360 1- 1- /- 15.5 BCDL: 10.00 Risk Category:II Lu:NA Cs:NA VERT(TL) 0239E 999 240 P 1684 /394 /- /- !- /5.5 EXP:C Snow Duration:NA HORZ(LLr 0.033 K - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Heigh:15.00 fl HORZ(X< 0.083 K - - A Min Brg Width Req= 1.9 NCBCLL:0.00 TCDL:5.0 psf Code/Mist Criteria Creep Factor 1.5 P Min Brg Width Req= 2.0 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Bearings A&P are a rigid surface. Load Duration:125 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.470 Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.267 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT20(0)J0(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Terls.Comp. Chords Tens. Comp. Wired Duration:1.25 WAVE VIEW Ver:17.02.02A1213.21 A-B 713-3133 E-F 686 -3057 Lumber B-C 698-3094 F-G 693 -3065 Value Set:13B(Effective 6/1/2013) C-D 696-3073 G-H 690 -3073 Top chord 2x4 SP M-30 D-E 686-3057 H-1 70.5 -3111 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-0 2/87 -627 M-L 2903 -628 Lumber value set"l 3B*uses design values O-N 2786 -628 L-K 2762 -618 approved 1/30/2013 by ALSC N-M 2809 -630 K-1 2763 -617 Loading #1 hip supports 7-0-0 jacks with no webs_ Maximum Web Forces Per Ply(lbs) Webs Tens-Comp. Webs Tens. Comp. Left side jacks have 7-0-0 setback with G4W cant and 0-0-0 overhang.End jacks have 7-0-0 setback D-N 597 -88 F-L 583 -82 with 0-0-0 cant and 14-0 overhang.Right side jacks E-M 168 -404 have 7-0-0 setback with 0-041 cant and 1 4-0 overhang. Wind Q�••••• 00.00 Wind bads and reactions based on MWFRS. ? Q •,��0 s�••. • i i 0- 0 ,o ATE 40 #0 27s ss�ONAL••��` 02/26/2018 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fa cabrnxq] ht�endli shipgn fttallirg.and brad Refer to rid follow the latest�dI of BCS!(Building omponenf S 1. Information,byy TPI and op cCA)hord T s sa of 1y Practices prior to pertaining these tu s. Installers shah provide tempora brae r BI.Unless noted otherwi top chord shall have props attached sinx lural sheath hand bottom attachnnqgid ceilinngq Locations shown for permanent lateral resU2 it1f webs shall hie br ins teed per B I s�ction�B3—d shall ,67 or 1 as applicab-Ie. Ap�Ty plates to each face of truss and position as shown above and on the Join tails, unless noted oifi - kefer to drawings 160A-Z ors ndard plate pons. ALPINE Alpine,a division d ITW Buildingp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to twill the truss in conformance with ANSI/TPI 1,or for ha cern ,shipprn ,installation and bracing of tiussesA seal on this drawing or cover pa a.. Ostin this drawingg indicates acceptance o grogq ssrona en meerinll responsrbilrty solely for the design shown. The suiTabdrty 24m Lake Orange Dr. and 9se of this ng for any structure is the responsibilit�of the uiiding Desig er per ANSI/TPI 1 Sec.2. Suds 150 For more infortnahon see lois ob's enerai notes a antl these web sttes. ALPINE: www.al com,TPI:www. nst. SBG1:www. mn;ICC:www tocols Orlando Ft 32837 dm, L£SZ£`-w aPiePO ajes;gl-.":=Iuw .A, :NOBS: 'sWA:WL:wm �tMMM:33NII1d-TV aV..s q"asa41 Pue a saWu IeJau S.W.slW1aas uopeuuaWelsax)Lu JOA s Au 05t aONIS �,yWSNV ul �tp p �nq peW Pus �1A,iuwd�i�pBy sol�o'eoaB ! Ipuja�gltp Bu �O a6ue�0 afle7 OOYZ �ulg C �p 66 ��11�/ 4 uU5 N Id�b' IR �Pw q w ax�Ne3 6uw�etP s!4L wog uo4euaP aq lou lle4s'"Oul dnau0 sWa ux)obu!pl!n8 MLI to uo!�!P a'au!dM pa'S�s unpal� _ _ sua.V-d aWo aePue}s Z V09t sBuwerp ��e�anQsuo!1r�pyess sPy�so�A�pwo Pue u!v4sun� � !u�o�adsqam ld�Nsaa�ai��a��walel I (oye�g�� d�l �e>ueuWot�u Rw 81[iu�4 PI!n8 IS09!o uo!141a isalel �olldl We of�a1a21 'ou!�q Pue"Bu!Ilelsu!`6u� 4pGe4 �4�We1 u!aj aulalaipc8 911 sassrul SH31WISNI 3Hl ONIanIONI S?J010Vil1N00 llt/Ol JNIMVHO SIHl HSINun3 ..1NV1 N)dml_ i9NIMVHG SIHl NO SMON IIV M01103 ONV OV36 —DNINHVM.. 81 OZ/9Z/ZO I�dNO/s, szz Oa .HO ,0.d Owl ' .0 ,/••3 . �••�O� r Swe All S Q "�� "Pawwt4 PIa4 eq Aew(S*W4Jano PJO'40 dol 90"Ieuo91PPV "u6!sap ragwaw OVO leuo4!PPe 4L.M S213Mw uo poseq speol pe!M PuIM 99c- 9t£t H-f ZSZ- coot l-W OSIV Lq£LOVWL POAoidde gm- Zt£L f-)4 99c- LWW-N s9r4eA u6!saP sash,8£t.las en1eA jagwnl 9w- ZL£L H-l gm- Stct N-V .009"L =HION3l X10018:£#dS JAZ JaP!IS Ili: "dua0 "sual spag0 'dujco,—1 sp oqo .00S"L =H10N31>130'18:C#dS VxZ JMIS IT (sq)/4d Jed 8OtOd PJo40108 umwpnU £#dS VtQ sgaM OC-H dS VXZ PXXP l08 OE-W dS VXZ PXKP dol 90DL 99c 3-0 (£tOZ/L/9 an4OaB3)8£L:laS anIBA 869L 99V H-J 9M-MP U-0 Sm- 69h J-3 L9K-ZLV 0-a JGgwnI ZVLL ZOY A-3 809t-9L9 8-V tZ ctZt'VZO'ZO"Lt:QA M31A 3AVM 9Z"L:uogw(]pu!M AuKo -s-.L sp-40 dua0'sual sp 043 :(s)Ql emu 9L'O:!dOJ (s11)Aid Jad mod PJo40 dol umu4nn (0)0/(0)oZ:iWlj V 00"6 ul 3ou:r-mPua—4"--1 #9L£ue4l:sal SOM4 anetl PaYe!1 lou staqutayry 6£Z"0:ISO CRM xeW -A:Peen sal0ej daa 1100'£:e Is!0 080 .0"VZ:6u*edg 9£Z"0 :ISO 08 xeW LOOZ:PIS Idl 4 01 Z/4:M Ionated SHAM SZ"L:uogm(i peol 'aoe.x=P!fi!t a aje O 8 V s6uuea8 t9VO :ISO Ol XeW S3rd KOZ 083 :OM 6P18 Wd 0"£:1008 00'0 :WoS S't =baa 4lP!M 6te u" O 9"l:tamj daar0 91*QPO**w/OP00 isd 0'S:1001 00"OL:II080N S"t =baa 41P!M 6te u9N V - r S£0"0:(1L)zwm 9 00"9 L l46PH ueayy 00 O:dX3 "OV :PI sea SajMW uo Paseq Suoq X2at Pu!M - f Sl0"0 :(ll)Z21pH VN:uo4etn0 Mous 11 Am6ale0 X" 00'OL :1008 SZS/ t tZ/ L06 O OVZ 666 l 960-0 :(l -LH3A VN:s0 VN:nl PasO10:amsOpu3 00'0 :1108 9'9/ 00L 99V/ 99L! ZZ9 V 09£ 666 l 9£0-0 :(ll)1H3A VN:a0 VN ad 4dw 0£L:PaedS 00"0L :1001 M/ -W/ Lw/ Ma/ n/ u Ool #n SaPn ool u!U0430M dd :1V0 VN 40 VN:fid ism)su OMM uewulx R♦ e O ISOAM (ted u td'U e4MWO MOUS0 t-L 30S`d :PIS Pu!M 00'OZ :1101 et%N0 PttIAA (Pd)etL6j}!0 BulPeol t B.L.0 zL.t.6 Zt.tt.t 6.EY £.OL.4 C B.LAZ (153107cS6 YXZ® 9X£ £ eXE= M11 (93)MIN 0 r H l W N ! � I H 1 tl y £� t v a, N 1 YXf� YXES 19 U 3 0 mm— Mrs SL.tt.Y tAY Ltz LAlr SL.tL.Y 9.tAZ 6.t.St 9.t.tl .6 SL.ttA RIMS= jO / 8r ZO :Iegel':OWL OOLt t'LO6D-9 V9M :aNAUO WO>1j L 4p 1333 38WIDS 0'98LZ:133-A 3HVnUS 0.98LZ LOOOLWMW SdIH tl!Z9Zt££:NO3S L Aid Ot99L iegwnN qor Job Number: 16610 Ply: 3 SEON:3313®6/T3 SPEC Cust:R917 JRef 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET ply 1 FROM: DrwNo: 056.18.0907.14803 Truss Label: D3 JB / OF 02/25/2018 s 3 Compli to Trusses Requhrod 36" 8'10"4 700'12 133'4 187'8 2013 38' 34'4 37'8 37'8 34'4 3V, r4X5 T E 5� � F T 014)(5 =4'T C G }}� $3g �-4X70(B2T) b 1 4XA0(82 H 1 J r3X4 =51°46 =5W r7J48 =5)0 r3 4 ° 20'13 L 34.4 3'2'8 IV 38' 3"13 314 3'4"4 -� 6'6"-12--'1~8'13') 13'8'12 169"4 20'13 tY--{ 1'11'4 112 Loading CAt ft(pef) hind Criteria Snow Catena(Pg,Pf it PSF) DeNCSI Criteria ♦Max milarn R"clions(lbs) TCLL: 20.0 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.100 M 999 360 A 8274 /1993 J- !- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(T4 0.250 M 944 240 1- l- I- / BCDL: 10.00 EXP:C 00 Risk Category.II Snow Duration:NA HORZ(LL): 0.022 C Q Win5944 /1442 5.5 Des Ld: 40. d reactions based on MWFRS i i Crtera NCBCLL"10.00 Mean Height:15.00 ft Code I Mise HORZ(TL).0.056 C - - A Min Brg Width Req= 2.8 TCDL:5.0 psF Creep Factor.1.5 QQ Min Brrg Width Req= 2.0 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FOC 2014 RES Max TC CSI: 0.258 Bearings A&Q are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.420 Spacutg:24.0' CRC Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.962 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:20(0y0(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens-gyp- Chords Tens. Comp. Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 A-B 1119-41MI6 E-F 823 -3410 Lumber B-C 1112-4615 F-G 1031 -4280 Value Set 13B(Effective 6/1/2013) C-D 1030-4271 G-H 885 -3698 Top cord 2x4 SP M-30 D-E 823-3411 H-1 891 -3718 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maxkmnl Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chards Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500 A-P 4214-1015 M-L 3872 932 Lumber value set"138"uses design values P-0 4150-1002 L-K 3370 -806 approved 1/30/2013 by ALSC O-N 3869 -932 K-1 3361 -803 Nailnote N-M 3869 -932 Nail Schedule:0.131"x3`,min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. --- - - ebs :il Row 4"o.c. P-C 396 -85 M-F 244 -1012 Repeat nailing each layer is applied.Use equal spacing betweenn rows and stagger nails in each row c r O-D 947 -218 F-L 965 -221 to avoid splitting. `s !�►� D-M 244-1008 L-G 667 -163 12"o.c.spacing of nails perpendicular and parallel to OV •••" • •h• �� E-M 2525 -598 G-K 12D -445 grain required in area over bearings greater than 12" Q ••'- ` S�•••I V • Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) : 0. TC:From 62 plf at 0.00 to 62 plf at 21.46 BC:From 20 pll at 0.00 to 20 plf at 20.12 BC:1452 Ib Conc.Load at 1.06,3.06.5.06,7.06 9.06,11.06 • BC:3776 Ib Conc.Load at 13.00 #��Ip�• ATE Wind ?O.c%•*••••••�••••�•L OR00--*��k. Wind loads and reactions based on MWFRS. i Additional Notes #0 278 IVML Top Chord overhang(s)may be field trimmed. 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in ti ndlirp shippm instaff and bracin Refer to and follow the latest edition of BCSI IBui Component Safety Information,by TPI ar �SBCA) i sa of ty�ractir ' ip for to pertortnmg these functions. Installers shall provide terhpora bracing per BCSi.Unless noted oiherwr�e top chord shall have pro rt attached sheathir�q and bo d shall have a pro attached n. )I'. ceiling Locations shown tor'permanent lateral rest/ int bf webs shat have inr1��mslailed per SCSI�e� s B3,67 or toy as applipt)le. App plates to each face of buss position as shown above and on the JoirKtails, unless noted eUherMrise_ Refer to drawings 16OA-Z ftor standard plate positions. ALPINE Alpine,a division of ITW Buildinngq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1,or for handlin shippin ,installation and bracing of.trussesA�"I on this drawinq or cover pa,ge._ pg00 Lake Orange Dr.„ listin this drawinl1tt indicates acceptance of pro sstona en ineennq responsibilittyv solely for the desiggn shown. The sultabiirty n9 and use of this drawing for any structure is the responsibilit�ot the Building Desigrfor per ANSUTPI 1 9K.2 Suite 150 IFor more informal m see this ob's general notes page and these web sites. ALPINE: www.al .can;TPI:www.tmst.org,SBCA: www. _com;ICC:www.ccsafe.org Orlando FL,32837 Job Number: 16610 Pty 1 SEAN:331389/T5 GABL Gust:R917 JRef 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET p(y 1 FROM: DrwNo: 056.18-0907.18630 Truss Label: E1 JB ! DF 02/25/2018 7'3'14 SI' 942 for 1'3'14 4707 4707 13'14 Ryp) s4)M T "X"-6 5 p 7 D F SCI �3UCC4 �h n 1 B G h A _7 l r tow f—.14. L for 108' 14- (NNL) (NNL) Loading CrNo (pst) Wind Criterla Snow Criteria(P9.Pf in PSF) DWCSI Criteria ♦Ma3thvx n Rsadin s(b4 or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL).-0.005 C999 360 ii- 182 !100 /68 /- /14 1127 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT BCDL: 10.00 Risk Category:11 (TLr 0.010 G 999 240 Wind reactions based on MWFRS EXP:C Snow Duration:NA HORZ(LL):-0.003 C - - H Min Brg Width Req= - Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL):-0.005 G Bearing B is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code:FBC 2014 RES Max TC CSI: 0.332 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to hl2 TPI Std:2007 Max BC CSI: 0.044 Maximum Gable Forces Per Ply(lbs) Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.161 Gables Tens-Comp. Gables Tens. Comp. Loc.from endwall:Any FT/RT:20(0)/0(0) D-L 432 -378 J-F 432 -378 GCpi:0.18 Plate Type(s): Wind Duration:125 WAVE VIEW Ver.17.02.02A.121321 Lumber Additional Notes Value Set:13B(Effective 6/112013) See DWGS A1401SENC101014&GBLLETIN1014 for Top chord 2x4 SP M-30 gable wind bracing and other requirements. Bot chord 2x4 SP M-30 Stacked top dxwd must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top cord(SC)to :Stack Chord SC1 2x4 SP M-30: dropped top chord in notchabie area using 3x4 :Stack Chord SC2 2x4 SP M-W: tie-plates 24'oc.Center plate on stacked/dropped Lumber value set'13B'uses design values chord interface,plate length perpendicular to chord approved 1/302013 by ALSC length.Splice top chord in notchable area using 3x6. Plating Notes Top Chord overhang(s)may be field trimmed. All plates are 2X4 except as noted. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading 6�p`S ""�Atrt Truss designed to support 2-0-0 top chord oudookers •�••• • •• � and Gadding load not to exceed 10.00 PSF one face O�•••- ` Sri••• and 24.0'span opposite face.T chord must not V C be cut or notched,unless specified otherwise. $ •• ; Wind Wind loads based on MWFRS with additional C&C * ; member design. ATE .•� �p�•.••��0R,QP'G`ak. #0 27a 01VAL M612018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fa catirxl hthaandlinq�ship In installing and an�qq� Refer to and follow the latest edition of BCSI(Building ponent Safety Information,byy TPI an 'SBCA)for safe y 15ractices prior to pertorthhing these functions. Installers shah provxfe t bract per B I.Unless noted oltherwi top chord shall have rlv attached structural sheathing and bottom chord chap have attached rigid ceili Locations shown forDermanent lateral restr int bf webs shall have i Isla_Iled BCS' 83,9B7 or 1 as applicable. plates to each face of truss and position as shown above and on me Join tads, unless not iYhenwise. Refer to� drawings 160A-2'ror standard plate positions. ALPINE Alpine,a division of' Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ttruss in conformance with ANSI/TPI 1,or for handling shi m ,installation and txaanq of ttussesA eal on this drawing or cover g O listing this drawing indicates acceptance of professro aT en ineering responsibility solely tion the design hknVrh. The suaiCability 2400 Lake Orange Dr. and use of this iawing for any,structure is the responsibilit�of the uiiding Desigrfer per ANSIITPI 1 SBc. . Suite 150 For more information see this lob's neral notes and these web sites. ALPINE: www.al inertw.com;TPI:www. -SBCA:www. .cam IOC:www iasafe Orlando FL,32637 Job Number 16610 Ply. 1 SEQN:331391 /T29 COMN Cust R917 JRef 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET aly 1 FROM: DrwNo: 056.18.090720903 Truss Label: E2 JB / DF 02/25/2018 5'4' 10'8' 54" =4X5 T ,2 C 5 � ;3X4 T o B D 4 A E 1 F G L max ) 1112X4 lo'8' 5'4 S4' _ 54 10.6. Loading Criteria(pd) Wind Criteria Snow Crit8 to(PgRI in PSF) OeNCSI Cribelia ♦Maximum Reec"M(U)S) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in be L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.025 B 999 360 A 436 /96 /239 /- /66 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(T4 0.063 B 999 240 E 523 /123 /311 /- /- /3.0 BCDL: 10.00 Risk Category.It Snow Duration:NA HORZ LL: 0.012 B EXP:C ( ) Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 It HORZ(TL):0.030 B A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code FBC 2014 RES Max TC CSI: 0241 Bearings A&E are a rigid surface. Load Duration:125 MWFRS Parallel Dist:0 to hl2 TPI Std:2007 Max BC CSI: 0.191 Spacing:24.0C&C Dist a:3.00 R Rep Factors Used:Yes Max Web CSI:0.449 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0y0(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.121321 A-B 658 -836 C-D 448 -613 Lumber B-C 465 -613 D-E 554 -823 Value Set:13B(Effective 6/112013) Top chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-G 536 -311 G-E 536 311 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set*13B'uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s)may be field trimmed. 006'" ' ''•••��ji 0. • #0 278 s`s�ONAL 02/26/2018 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa rglPicating handl*ngg''shipprn installing and bracing Refer to and follow the latest edition of BCSI Building Component Safety Information,DY TPI ana SBCA)fbr safely�ractices prior to performing these functions. Installers shall provide tern bracing per B I.Unless noted olherwtse top chord shall have prop ny attached stnx lural sheathing and bottoms shay hav a prpopa� attached ringqid oeilirrqp Location shown forperrr�anent lateral resUBmt Of webs shall have bracinngcLinstalled per BCSI sections 83.�7 or B10 as applicat3le. Ap}Ty plates to each face of Wss and position as shown above and on the John L7etails, unless noted otherwise. E�efer to drawings 160A-Z For standard plate positions. ALPINE �I'Mdi pine,a division of ITW Buildingg Components Group Inc.shall ot be responsble for any deviation from this drawing any failure to build thessin conformance with ANSI/TPI 1,or for handlinc� hippqq,insalatonand braang of.ttussesA eat on this drawingp it cover pagge sngthis drawingg indicates acceptance of roTesT The suiTabilrty 24�Lake Orange Dr.use oSuite Lak more informatwn see this-ob's neral notes a and these weD sites: ALPINE'. www.al inertw.com;7PI:www. rtst.or SBCA: www_slxirnfust com,ICC: www.�caate.or Orlando FL,32837 Job Number 18810 Ply. 1 SEQN:3313®3/T30 COMM Cult R917 JRef:1W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Oly 1 FROM: DrwNo: 056.18.0907.24463 Truss Label: E3 JB / DF 02/25/2018 3'1"15 1 54" 1 76"1 1 10'8" 3'1"15 271 2'2"1 31"15 =4X5 12 D T 5 � 4X 4x,5 c3X44 a3FX4 �1 A 2 G 1 E4) 1113X4 �3)C8 013X4 _ ) 10'8" 3'0"3 73"13 23"13 3'0"3 3'0"3 54" 77'13 108" Loading Crtterta(peg Wind Criteria Snow Criteria(Pg,Pr in PSF) DaR1CSi Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.044 I 999 360 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.110 1 999 240 A 2036 /476 /240 /- /49 /3.0 Risk Cat II G d re /476 /240 /- /_ /3.0 BCDL: 10.00 MoD' Snow Duration:NA HOR2:(LL): 0.016 H - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C Mean Height:15.00 it HORZ(TL):0.040 H - A Min Brg Width Req= 2.4 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 2.4 Soffit: 0.00 BCDL:3.0 pst Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Bearings A&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.730 Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI:0.602 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(OMO) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.121321 A-B 764-3124 D-E 554 -2348 Lumber B-C 723 -3088 E-F 723 -3088 Value Set 13B(Effective 6/1/2013) C-D 554 -2348 F-G 764 -3124 Bpr Ord 2xchord 4 Sp M300 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 2798 -864 1-H 2737 642 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 2737 -642 H-G 2799 -654 Lumber value set'13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(bs) Special Loads Webs Tens.Comp. Webs Tens_ Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) J-C 749 -146 I-E 182 -724 TC:From 62 pH at 0.00 to 62 pff at 10.67 C-1 182 -724 E-H 749 -146 BC:From 320 plf at 0.00 to 320 plf at 10.67 D-I 1581 352 Wind Wind toads based on MWFRS with additional C&C member design. ,` ••' • •••• ��,c�•••.�C 0R1V-. 4;C ••**1010• #0 278""Z ss/ONAL EAG 02r26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrjcatirrqq ��ddling�ship ing'mstallinq and t; d�nq Refer to nd follow the latest edition of BCSI(Building ComponenC Safety Information,byy�TPI an0'SCA)for safely practices Tp for to pertortrxng these nctions. Installers shall provide temporarryy bracing9 ppeer BCSI.Unless noted otherwise,top chord shall have properlyy attached sirai sheathing and bottom chord shat)have 8 proQen attachetl nnqgid ceitinnqq Locations shown for Dertn rent lateral restraint Of webs shat have bradn�inslatled per BCSI sections 83,67 or t310y as a.plicarne. ApppTy plates to each face of trussaand position as shown above and on the Joinf-Details, unless noted otherwise. Rorie to drawings 160A-Z for standard plate positions. ALPINE Alpine,ad, of ITW Buildi7a.n7r.,. ponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the � truss in cgnfonnal' with ANS ,or for handling shipping,installation and bracing of trussesA seal on this drawin or cover g listing thrs drawing indicateqhown. The suarfability 2400 Lake Orange Dcand use of thisDrwingfucture is fhe responsibili of the Building Designer per ANSUTPI 7 Sec.2. Suite 150 For nave information see this ob's eneral notes a antl these web sties: ALPINE: www.al .com;TPI:www. sit. :SBCA: wwwsbarW .com;ICC: www_acxafe. FL,32837 Job Number. 16610 Py: 1 SEAN:331218/T37 JACK Gust:R917 JRef 1W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 6 FROM. DrwNo: 056.18.0907.27870 Truss Label: A JB ! DF 02/25/2018 12 5 C B to It N r— 03 s aD A D III 3X6(G1 T) �- — 1-4- 3" i 8N8 w Loading Criteria(psi) Wind Criteria Snow Criteria(pg,pf to PsF) Dewm Cru" ♦rat inhum Reecllons(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in the Udefl L/i Loc R /U /Rw /Rh /RL !W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(L.L):NA B 178 !53 /136 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 14 /9 /14 1- I- /1.5 BCDL: 10.00 Risk Category II Snow Duration:PIA HORZ(LLr-0.000 C - - C 29 120 114 /- /- /1.5 Des Ld: 40.00 EXP C NCBCLL-10.00 Mean Height 15.00 ft Code/Misc Criteria HORZrna•005 C - B i reactions BiW based q 1.5 TCDL 5.0 psf Big Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.140 D Min Brg Width Req= - Load Duration:125 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.019 C Min Brg Width Req= - Spaci 24.0' Re F Bearing B is a rigid surface. Spacing: C&C Dist a:3.00 ft p actors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:20(Oy0(0) GCpi:0.18 Plate Type(s): Membersnot listed have forces less than 375# Wind Duration:1.25 WAVE VIEW Ver:17.02.02A.121321 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-0 Bot chord 2x4 SP W30 :Lt Stub Wedge 2x4 SP f/3: Lumber value set*13B'uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s)may be field trimmed. O�►S F(� a�.p:• ATE �.c�•.:cC OR\�t#-a- S c. #0278 S�ONAI�l, 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exbe([nne care in fa catirq ndlinq�shi n installing and txacnq� Refer to nit follow the latest edition of BCSI(Building Component S$aaffety InUmation,by TPI and'S CA)for safety�ractices prior to perforTning these nctions. Installers shall provide tem ra bracing per BCSI.Unless noted o�herwise,top chord shall have prol attached s�ural sheathing and bottom r�shag hay 8 prop�rry� attacxhetl rigid cell' Locations shown forpertnahent lateral restr int bf webs shall live bradnn��mslalled per BCSI sections 83,�7 or B10 as appitcable. gpm�tgy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. F2efer to drawings 160A-Z'for standard plate positions. ALPINE Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ttruss in�pnformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on thin drawing or cover pa e_. listing this drawing indicates acceptance of prdTessional engineering responsibility solely for the desrftn shown. The suitPabdity 2400 Lake Orange Dr. and use of this jawing for any structure is a responsibility of the Building Desigrfer per ANSIrrPI 1 Sec.2. Suite 150 For more information see this job's general notes e2ge and these web sftes. ALPINE: www.al -nedw.com TPI: wwwVNIM.or;SBCA: www.sbanchistry.carr ICC:www.iu>sale Orlando Fl,32837 Job Number: 16610 Ply. 1 SEON:391720/T40 JACK Cust:R917 JRef. 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 6 FROM: DrwNo: 056.18.0907.31207 Truss Label: J2 f — JB / DF 0 212 5/2 0 1 8 ' I 12 C 5 B V1, _' (V ;01 A D Ili 3X6(G1 T) 1'4" 13-� 2r8w8 l3" 211011 Loading Criteria(psi) Wind Criteria Snow Criteria(pg,Pt in PSF) Doflf=Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Lidex Lj# Loc R /U /Rw /Rh /RL 1 W TCDL: 10.00 Speed: 130 mph PF.NA Ce:NA VERT(LL):NA BCLL: 0.00 Enclosure:Closed B 222 /44 /158 /- /51 /5.5 Lu:NA Cs:NA VERT(TL):NA D 55 /4 /38 1- /- /1.5 BCDL: 10.00 Risk Category.II Snow Dui:NA HORZ(LL): 0.001 D - - C 86 /30 /29 /- /- /1.5 Des Ld: 40.00 EXP.C Mean Height:15.00 It HORZ(TL):0.002 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/Mist Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 0.00 BCDL 3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.044 C Min Brg Width Req= - Spacing:24.0' C&C Dista:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. LOC.from endwall:not in 4.50 It FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Members not listed have forces loss than 375# Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Value Set 13B(Effective 6/112013) Top chord 2x4 SP M-30 Bot Chord 2x4 SP M-30 :Lt Stub Wedge 2x4 SP#3: Lumber value set'13B'uses design values approved 1/30/1013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s)may be field trimmed. 61AS F ��.c�'•:c ORS PG`s W0 278 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinngq hhgandlinq�ship[xn ingtalli and bra Refer to follow the latest ed�"ti'ppnrh of BCSI(Building Component Safety Information,by TPI an0'SBCA)fbr safely I racticesnp�for to perforltxng these functions Installers shaN'rovide terhporary bracing per BCSI.Unless noted o erwise,top chord shall have properly attached struchiral sheathing and bottom chord shall have a pr ja attached n9qid ceilinngq Locations shown for permanent lateral restVra3mt Prix webs shall have bracincLlnstailed per BCSI sections B3,B7 or 810y as appllcalne. Ape1y plates to each face of toss and position as shown above and on the Joinfuetails, unless no otherwise. Refer to' drawings 16OA-Z or standard plate positions. ALPINE Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mss 9 cgnforma. with ANSI/TPI 1,or for handling,shipping,installation and tracing of trussesA Seal on this drawin or cover 2400 Lake Oran ,v listin this drawingq indicates acceptance of professlonaT en Ineering responsibilittyv solely for thcl des�iggn shown. The su��bility Orange Dr and use of this a�awing for any structure Is the responsibilit�of the Building Desigrfer per ANSIfrPI 1 S8c.2- Suite 150 For more information see thisjob's neral notes page and these web sites: ALPINE www.al neft com;TPI:www. - slor :5BC8: www, .can'ICC:www.irtsale Orlando FL,32837 Job Number. 16610 Ply: 1 SEAN:331222!T11 JACK Cust R917 JRef. 1 W8R91700i1 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qly 5 FROM: Drwhio: 056.18.0907.33687 Truss Label: J3 JB / DF 02/25/2018 C 12 5 rn - N r. B N NA CD D 1113X6(GIT) 114" 4V8 4'8'S 4'11"11 Loading Crt6srta tpeg Wind Criteria snow Crftft ftJN in PSF) DWCSI Criteria ♦Mardmum R"ctlons(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/S Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA 8 296 !56 1203 !- !75 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(rL):NA D 94 /8 103 1- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 142 151 /59 /- !- /1.5 IL eight 15.00 ft Des Ld: 40.00 EXP.C HORZ Mean Height (77-):0.011 D - Wind reactions based on MWFRS NCBC10.00 TCDL: psf Code/Misc Catena Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 0.00B Code: FBC 2014 RES Max TC CSI: 0212 D Min Brg Width Req= - BCDL:3.0 psf - Load Duration:125 MWFRS Parallel Dist:0 to W2 TPI Std:2007 Max BC CSI: 0.141 C Min Brg Width Req- - Spacin 24.0' Re Fearing B is a rigid surface. 9 C&C Dist a:3.00 ft P actors Used:Yes MaxMau W�CSI:0.000 Loc.from endwall:not in 4.50 It FT/RT:20(0)/0(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.25 WAVE VIEW Ver:17.02.02A 121321 Lumber Value Set:138(Effective 611/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 :Lt Stub Wedge 2x4 SP#3: Lumber value set"138'uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Top Chord overhang(s)may be field trimmed. 0.• ATE ,:'Q s Q.cF••l�`tOR��P''•��' #0 278 ss /OVAL 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fa �a�irq gridlinq ship In ingtallin and txaanq Refer to Td follow the latest edition of BCS/(Building omponent Safety Information,by TPI and'SBCA)fi5r safetpy�ractices p'or to performing these actions. Installers shall provide tem ry bracltt 'nq per BCS1.Unless noted oTherwise,top chord shall have property attached stru��al sheathing and bottom r�shall have a p openly a ached rigid ceili Locations shown for permanent lateral resVaint bf webs shad have bradrr�msTalled per BCS/s ty 83,67 or 810 as pp ca Apa y plates to each face or truss and position as shown above and on the JoincDetails, unless noted eUterwise. Defer to' drawings 160A-Z or standard plate positions. LPI N E Alpine,ad of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handltn shipping,installation and bracing of trussesA eat on this drawing or cover pa e_. listing Il drawingg Indicates acceptance of pro7esslonaT gn insering responsrbiliN solely for the design shown. The suifabrlrty 2400 Lake Orange Dr- and use of this arawing for any structure is the responsibi it�of the Building Designer per ANSI/TPI 1 58c.2. Suite 150 For more information see this bD's neral notes a and these weD sites: ALPINE: www.al nedw.COfre T%:vnrw. SBCA:www.sbandu .tom;ICC: www.�ccsate.or Orlando FL,32837 Job Number 16810 ply. 1 SEAN:331127/T4 JACK Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 1 FROM: DrwNo: 056.18.0907.36297 Tnrse Label: J3A JB / DF 02/252018 B 12 5 o� N A NNjCO C 1113X6(G1) 3 4V8"8 I 13" 4'11'11 Loading Criteria(per Wind Criteria Snow Criteria(Pg,Pf in PSF) DeAlCS1 Criteria ♦Mwdrm m Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell IN Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph PF.NA Ce:NA VERT(LL):NA A 203 !29 1127 1- !59 15.5 BOLL; 0.00 Enclosure:Closed LNA Cs:NA VERT rn)'NA C 96 /9 /67 /- /- 11.5 Des 10.00 EXP:C Risk Category: u: II Snow Duration:NA HORZ(LL): 0.004 C - B 142 /53 /64 !- /- 11.5 Ld: 4000 es . Mean Height:15.00 ft HORZ(TL):0.011 C - - Wind reactions based on MWFRS NCBCLL.10.00 TCDL:5.0 psf Code/Mist Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.212 C Min Brg Width Req= - Load Duration-1.25 MWFRS Parallel Dist:0 to 1112 TPI Std:2007 Max BC CSI: 0.146 B Min Brg Width Req= - 24.0' Re F Bearing A is a rigid surface. SPHcln9� C&C Dist a:3.00 ft P actors Used:Yes Max Web CSI:0.000 Loc.from endwall:not in 4.50 It FT/RT:20(OMO) GCpi:0.18 Plate Type(s): ss Members not listed have forces lethan 375# Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Value Set:13B(Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 :Lt Stub Wedge 2x4 SP#3: Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 5S"a"'FL ATE Q 4� �.c'••:cC ORtV---* 40 278 02/26/2018 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fapncat p ha dl' ship m installing and brawnq Refer to and follow the latest edition of BCSI(BW1103y Component Safety Information,byY TPI ana�SBCA)fbr safe y{�ractices pnor to perforinrng these functions. Installers shall provide ternbracing per BCSL Untess noted otherwise,top chord shall have pro rlV attached structural sheathing and bottomctwrd$hail hav a prattach8d rigid ceili Locations shown for Aeimanent lateral restr int bf webs shall have bracin g;alled per SCSI s B3,�7 o as applicatjle. gpnpgiy plates to each face of truss and position as shown above and on the Joint Details, Unless noted otherwise. itefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in rice with ANSI/!PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawin or cover page,. listing th rowingg Indicates acceptance of professtonaT en ineering responstbilrt�solely for the design sho�rr. The suitability 2400 Lake Orange Dr. and A.M.this Crewing for any structure is the responsibilitYof the Building Design.per ANSI/TPI 1 Qc.2. Suite 150 For more information see this job's general notes pNe and these web sites: ALPINE: www.al ineitw.com;TPI:www. ;SBCA:www,sbcindu .com;ICC: www.wzsafe.or Orlando FL,32837 Job Number: 16610 Ply. 1 SEAN:331225/T36 EJAC Cust:R917 JRef 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty 19 FROM: DrwNo: 056.18.0907.38857 Truss Label: J4 JB / DF 02/25/2018 D 12 5 F--,- 50- 3X4 F� B 1 A E 1113X6(EST) 1'4• T T Loading Criteria(par) Wind Criteria Snow Crhorfa(Pg,Pf in PSF) DeNCSI Criteria ♦Maxilimimn ReecNorrs(lbs) TCLL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 376 170 /253 /- /99 /5.5 BCLL 0. isk Category Closed Lu:NA Cs:NA VERT(TL):NA E 133 /10 /91 1- !- /1.5 BCDL: 10..0 00 Risk Cgory.II Snow RZ( Duration:NA HOLL): 0.056 C - D 202 /73 /86 /- /- /1.5 Des Ld: 40.00 EXP.C - Mean Height 15.00 ft HORZ(TL):0.145 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.469 E Min Brg Width Req= - BCDL:3.0 psf g r Width R Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2007 Max BC CSI: 0.297 Bean B D Min Ba rd surface. Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.486is Loc.from endwall:not in 9.00 ft FT/RT:20(0X0(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.25WAVE VIEW Ver 17.02.02A721321 Maximum Top Chord Forces Per Ply(Ibs) CWrd. Tens.Comp. Lumber Value Set:138(Effective 6/1/2013) 8-C 995-1135 Top chord 2x4 SP W30 Bot chord 2x4 SP M-30 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.923' Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Top Chord overhang(s)may be field trimmed. o. 8 ,p ATE Q ORO #0 278 S NAL EN 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricaterrxxlI ha dl sheDpn in$talling and braci�ngq��Refer toad follow the latest edition of BCSI(Building mponenf S fety.Information,b TPI an'HBCA)&safely�r'acttces prior to perlonrnng these cions. Installers shall provide temporary bracenq per BrSI.Unless noted oy�herwise top chord shall have pro dv attached stfuctural sheathing and bottom ct ord shall hav a properly attach8d nUUid ceilirrqp Locations shown tor neat lateral restr int bf webs shall have bracenn��Installed p SCSI sections B3,�7 or 810 as apphcattte. ApaTy plates to each face oftruss and position as shown above and on the JoinfDetails, un ess rested otherwise, kefer to' drawings 160A-Z or standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not Ue responsible for any deviation from this drawing,any failure to build the ALPINE ttruss in conformance with ANSI/TPI 1,or for handlln%shipping,instpllation and bracing of trussesA seal on this drawing or cover pa a Ilstlng this drawingg indicates acceptance of ppro)essiona9 en IneennSt re�ponsrbility solely for the Qesi n shoMTn. The suiCability 2400 Lake Orange Dr. and use of this a�awing for any structure is fhe responsibilitVof the uildrng Desigrfor per ANSUTP 1 S�c.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: www.al" -TA:www. ;SODA:www. o=;ICC:www.tcub.orgOrlando FL,32837 Job Number. 16610 JOMtyr. 1 SEAN:331718/T22 HIP_ Cus:R917 JRef 1WSM170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET 3 FROM: DrwNo: 056.18.0907.41663 Truss Label: CJ1 JB / DF 0225/2018 • 474 9'10.1 4'9'4 5'0.13 E 3.54 p 3X4 D v � N ;3X4 m o, C cr) io B A 1 1115X6(E51) 1112X4 =4X5 1'10'10 478 4'10.10 5 47.8 96.2 1 '1 Loading Criteria(pst) Wind CAteAa Snow Critffb(Pg.Pt in PW)11DeNCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.021 H 999 360 g 450 /136 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.055 H 999 240 F 388 /69 /- /- /- BCDL: 10.00 Risk Category-11 Snow Dtsation:NA HORZ(LL): 0.005 G /1.5 EXP:C E 103 /30 /- /- !- /1.5 Des Ld: 40.00 Mean Height 15.00 ft HORZ(TLY 0.013 G Wind reactions based on MWFRS NCBCLL:10.00 TCDL:5.0 psf Code/hlisc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.420 F Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to hl2 TPI Std:2007 Max BC CSI: 0.448 E Min Brg Width Req= - Spacing:24.0' C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI:0.554 Bearing B is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0y0(0) GCpi:0.18 Plate T Members not listed have forces less than 375# Type(s): Maximum Top Chord Foes Per Ply(Ibs) Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 Fomes Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/112013) B-C 213-1010 C-D 201 -985 Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per Pty(Ibs) Webs 2x4 SP#3 Chords Tens Comp Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' B-H 923 -195 H-G 909 -195 Lumber value set'136'uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens-Comp. -(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) D-G 208 -964 TC:From 0 ptf at -1.89 to 61 plf at 0.00 TC:From 2 ptf at 0.00 to 2 Of at 9.84 BC:From 2 pff at 0.00 to 2 pl(at 9.84 TC: 58 lb Conc.Load at 1.38 TC: 172 Ib Conc.Load at 4.21 TC: 284 ib Conic.Load at 7.03 BC: 27 Ib Conc.Load at 1.38 BC: 110 Ib Conc.Load at 4.21 iOV �.••' •.• �/y BC: 188 Ib Conc.Load at 7.03 Q .'•� S�••• Wind Wind loads and reactions based on MWFRS. O. 8 Additional Notes Top Chord overhang(s)may be field trimmed. it �• 1 ATE �•Q► 9 ' 7 .:c OROX* O 4'��.�'• •P'•� #0 278 �0NALL� 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabngtinq hannddtinq'shipp�ng ingtallinqq and bravingg��Refer to dnd follow the latest edition of BCSI(Builth Component Safety Information,byy''TPI and FICA)for safely practices pl for to perfotlnrng these tuncfi llo Installers shall provide ter B Idiryn�yq bracing per BCSI.Unless noted orJrerwige,top chord shall have pro e, attached structural sheathing and bottom chord shall have a prooe�rl attach ringqid ceilinngg Locations snhoowwnn ftoorr permanent lateral resVBBint of webs shall have bracin installed per BCSI sections 63,87 or BB1 U as appllcame. Ap'Ty plates to each face of truss and position as shown above and on the Join tails, unless noted otherwise. kefer to' drawings 160A-Z for standard plate positions. A LP I N E Alpine,a division of ITW Buildinngg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ttruss in conformance with ANSI 1,or for handlinL shippin ,installation and bracing of.trussesA seal on this drawing or cover T e.. sting this drawing indicates acceptance of pro)c ssiona en inegring responsibilittyv solely for the design shown. The surt3bdrty 2400 Lake Orange Dr. and use of this drawing for any structure is the esponsibilit�of the Building DesigrSor per ANSI/TPI 1 Q .2- Suite 150 For more information see this job's general notes 2Ne and these web sites: ALPINE- www_al - .corn;TPI:www.tDtnst.org,SBCA: www.sbcwid .can•ICC:www.cciiateom Orlando FL,32837 Job Number: 16610 Ply 1 SEAN:331377/T25 VAL Cust R917 JRef. 1 W8R 1170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty 1 FROM: DrwPio: 056 18 0907 44450 Truss Label: V1 JB / DF 02/2512018 4'8'8 8Y8 4'8'8 4' 02X4 12 S F-- I2X a ;&2AX4(DSR) i DF e2E *2X4 rte— OW8 --.. _... 41M 4 --------{ 41M Loading Criteria(pst) Wind Criteria Snow Criteria(F'9.pr in PSF) Defl/CSI Criteria ♦Maldrmrrrr Reecdons(ft),orftPLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 E 999 360 F- 82 /8 /50 /- /7 /104 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(11k 0.026E 999 240 Wind reactions based on MWFRS EXP BCDL: 10.00 XPRisk:C Category II Snow Duration:NA HORZ(LLX 0.002 E - - F Min Bn9 Width Req eq- Des Ld: 40.00 Mean Height:15.00 It HORZ(TLr 0.006 E Bearing A is a rigid surface. NCBCLL:10.00 Cdt Code/Misc wM Creep Factor.1.5 TCDL:5.0 psf Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.168 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.113 Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.074 Loc.from endwall:not in 9.00 it FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.121321 Lumber Value Set 13B(Effective 6/1/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set"I 3B"uses design values approved 1/30/2013 by ALSC Wind Wind toads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. i ` • i x O. • it TE Q #0 278 ss�oNAt�N 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatirnxql h�ndlingg''shi pin installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byy�TPl a�nd'SBCA)I&sat°et�y�ractices pT�'or to performing these functions. Installers shall provide tempora bracing per BC-S1.Unless noted olherlur top chord shall have property attached sir gyral sheathing and bottom V shall have a attached npid ceilirrqq Locations shown for permanent lateral restrAtnt bf webs shall have bracincLtnsialied per BCSI sections B3,B7 or as applicat57e. Ap}7j plates to each face of truss and position as shown above and on the Join uetails, unless noted otherwise. i2efer to' ALPINE �LPI N E drawings 160A-Z for standard plate positions. �--f Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ttions in conformance with AN 1,or for handlingq�shipping,installation and txacing of trussesA eat on this drawing or cover page._ a-ting this drawing indicates acceptance of professronar en ineerinyy responsibilitty�solely#sor the design shown. The suifabrlrty 2400 Lake Orange Dr. and Gse of this a�awing for any structure is the responsibilit�of the t3uilding DesigrSer per ANSI/TPI 1 S8c.2. Suite 150 For more information see this job's general notes page and these web sites- ALPINE: www.al retw.com;TPI:www. - ;SBCA: www. .cpn;ICC:WW=581eorg Orlando FL,32837 Job Number. 16610 Ply: t SEAN:331379/T24 VAL Cust:R917 JRef:1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET 1 FROM: DrwNo: 058 18 0907 46887 Teras Label: V2 JB / DF 0225/2018 ~ 2'8'8 6.8'8 2.8.8 4' 110% 12 T 5p y� 1112X4 DF 112X4 112X4 L 6" 4• 18.6 Tn Loading Criteria(pot) Wind Criteria Snow Criierh Mg,Pf in PSF) Def1/CS1 Criteria A Nwdmure ReedJorq Ano or•mPLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in Ioc-udeft L/# LOC R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 F• 81 /8 /49 /- /7 /80.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT BCDL: 10.00 Risk Category:11 (TLX 0.001E 999 240 Wind reactions based on MWFRS EXP:C Snow Duration:NA HORZ(LLX-0.000 C - - F Min Brg Width Req= - Des Ld: 40.00 HORZ(TL}-0.001 C Bearing A is a rigid surface. NCBCLL:10.00 Mean Height:15.00 ft Code/MIs c Criteria TCDL:5.0 psi Creep Fador:l.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Maur TC CSI: 0.100 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max SC CSI: 0.071 Spacing:24.0' C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.081 Loc.from endwall:not in 9.00 It FT/RT:20(0)10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.020.121321 Lumber Value Set:136(Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B'uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. ��p►S F,(F,� #0 278 SS�oNAL 02/26/2018 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabrica inqq hhaandlin shippin installi and txaanqq� Refer to and follow the latest edition of BCS!(Building mponenf Safety Information,byY�TPI and SBCA)far safety�ractices�p for to performing these functions. Installers shall provide terhporary brawnq per BCSl.Unless noted othenvise,top chord shall have properl attached structural sheathing and bott2m�t�rd shall have a proge attached npld ceilinc] Locations shown fioorr permanent lateral restr int Of webs shall have bracincLlnstalled per SCSI sections 83,67 or 810y as applicatSle. qq��Ty plates to each face of truss and position as shown above and on the Jointuetails, unless rioted otherwise. Refer to drawings 1ti0A-'Z for sandard plate positions. ALPINE Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,arny failure to build the mss in conformance with ANSI 1,or for handlingq,,shippingg,installation and bracing of,trussesA seal on this drawing or cover pa e.. listing this drawingg indicattes acceptance of professlonaJ engineering responsnbillt�solely for the desi4n shown. The suitabfllty 2400 Lake Orange Dr. and use of this O�awing for any structure is the responstbili of the Building DesigrSer per ANSUTPI 1 Qc.2. Suite 150 For more informabon see this job's general notes page and these web sites. ALPINE: www.al ineitw.wrn;TPI: www. ;SBCA: www.SbcrxkjWycan;ICC: ww Kcsafe org Orlando FL,32837 I Job Number: 16610 PI)r. 1 SEAN 331375/T44 VAL Cult:R917 JRef. 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET ply: 1 FROM: DrwNo: 056.18.0907.48877 Truss Label' V3 JB / DF 02/25/2018 ' 2 1112X6 5 � I a O X4(D8R) Li 1112X4 f 4'8"8 4'88 4'8'8 Loading Criteria(pst) Wind Crit9rta SnOW Criteria(Pg.Pf n PSF) De1VC81 Criteria ♦Maldrpan Raaetluns(ftj or•wiPLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/deff L/#r Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D* 81 /7 /48 /- /7 /56.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category.11 Snow Duration:NA HORZ(LL): 0.004 C - D Min Brg Width Req= - Des Ld: 40.00 EXP.C HORZ(TL):0.010 C Bearing A is a rigid surface. NCBCLL:10.00 Mean Height 15.00 ft Code/IYtisc Criteria TCDL:5.0 psf Creep Factor 1.5 Soffit: 0.00BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.146 Members not listed have forces less than 375# Load Duration:115 MWFRS Parallel Dist h to 2h TPI Std:2007 Max BC CSI: 0.112 Spacing:24.0' C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI:0.081 Loc.from endwall:not in 9.00 it FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Value Set:13B(Effective 6/112013) Top chord 2x4 SP W30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'136'uses design values approved 1/302013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. ``6�►S F(� O • ` S Ae•_♦I • v c- Ji s i 0. #0 278t`rs�QNAt E� o!/26t2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabncatinq ha dl- sngq in$tallin and brawnq Refer to and follow the latest edition of SCSI(Building mponent Safety.Information,by TPI ana'SBCA)for safely Orachces p�ior to penorTning these functions. Installers shall provide tempora bradn r BIS!..Unless noted olherwi�e,top chord shall have p attached s��ral sheathing and bottoms shall hav properry�y alta�� id cefhrq Locations shown for anent lateral resU int bf webs shall have brad inslalted per BCS! 63,��or B10 as applipn6�e Ap�7y plates to each face o ss and position as shown above and on the Joint Details, unless note offs kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a divisan of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the v„, `tcus$in cgnformance with ANSIlTPI 1,w for handlin ,shippin ,installation and brad of tnrssesA eal on this drawin or cover pa Mobility_ 2400 Lake Oran Dr. Ilstin this drawingg in acceptance of pproqq ssrona engin Bring respons bility solelyor the design shovJ The suifabilrty 9e and use of this a�awing for any structure is t11e esponsibili o�the Building Desig er per ANSI/TPI 1 58c.2. Suite 150 For more information see this bb's general notes page and these web sites: ALPINEwww.al netwcom;TPC www. .or ,SBCA. www_sbcndu com;ICC:www.ICWfe.OM Orlando FL,32837 Job Number: 16610 Pty 1 SEAN:331373/T25 VAL Cust:R917 JRef: 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET aly 1 FROM: DrwNo: 056 18 0907 50517 Truss Label V4 JB / DF 0225/2018 12 5 1112X4 B A 4(M) 00 1112X4 �---2'8.8 -� Z8"8 2'8'8 Loading CAt ria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) D*WCSI Criteria ♦Muhnun Reactlom(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft L/8 Loc R /U /Rw /Rh /RL 1w TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA p' g1 /12 !45 !- /B /32.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wird reactions based on MWFRS BCDL: 10.00 RiCF Category:II Snow Duration:NA HORZ(LL):0.001 C D Min Brg Width Req= - Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):0.001 C Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf code/M16C Criteria Creep Factor:1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.037 Members not fisted have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2007 Max BC CSI: 0.037 Spacing:24.0' C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.026 Loc.from endwall:not in 9.00 ft FT/RT:20(0)t0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A.1213.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP W30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B'uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Is i a i O i ATE OR0P•'•• #0 27R NAI 02/26/2018 —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'MMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabn�tinq handlingq''shin tog'In�s'talii and txad�nq� Refer to and follow the latest edition of BCS((Building Component Safety.Information,byY TPI and'SBCA)&safepty practices for to pertorfrting these functions. Installers shall provide tent 7 bracing per SCSI.Unless noted shown dtord shall have prooeriyy attached structural sheathing and bottom chord shall have a proper! attached rigid ceili Locations shown for anent lateral restr88int Of webs shall have bracingg__installed per SCSI sections 83,67 or et0y as applicable. plates to each face ofpWss and position as shown above and on the JoinLDetalls, unless noted otherwise. Aefer to drawings160A-Z or standard plate positions. ALPINE (Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. listing this drawing indicates acceptance of professional en ineenng responsibili v solely for the desiggn shown. The suifablltty 2 Lake Orange Dr. land use o this a�awing for any structure Is the responsibilit�of the building Desigrfer per ANSI/TPI 1 S8c.2. Suite 150 For more information see this lob's general notes page and these web sites. ALPINE: www alpinertw com;TPI- www tpinst org,SBCA. www sbandustry eom ICC www tccsafe oro Orlando FL 32837 Job Number. 16610 Ply: 1 SEAN:331177/T31 VAL Cust R917 JReE 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qly. 1 FROM: DrwNo. 056 18 0907 52560 Truss Label: V5 JB / DF 0225/2018 378 6-5- 3'2"8 378 12 5 - =4X5 B �2 4(M) \U4(018% D 1112X4 L 6'5' 3'2"8 378 3'2'8 6.5. Loading CriEaria(pef) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maxknun Reactions(lbs),or"OPLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc LAdeB L1# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 D 999 360 E' 81 /13 /39 /- /3 /77.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT[rL): 0.008 O 999 240 Wind reactions based on MWFRS BCDL: 10.00 EXP:Risk Category II Srxm Duration:NA HORZ(LLr-0.001 D - E Min Brg Width Req= - Des Ld: 40.00 Mean Height:15.00 ft HORZ(TLX-0.003 D - - Bearing A is a rigid surface. NCBCLL:10.00 TCDL:5.0 psf Code/M1sc Crfteda Creep Faclor:1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.061 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h2 TPI Std:2007 Marc BC CSI: 0.049 Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.053 Loc.from endwall:not in 4.50 ft FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver-17.02.02A.1213.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B'uses design values approved 1/302013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. �p►S F(F,y � f �a'r••''c�0R\9P•••��'� #0 27s��4�s/ONAI 02/26/20 8 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating hh��ndlinqq''shi m installingq�and bracln Refer to and follow the laiest edfion of BCSI(Building Component Safety Information,by TPI an SBCA)fbr sa�elpy practices pT1or to performing these functions. Installers shall provide tempora bracing per BCSl.Unless noted oTherwi�e,top chord shall have 1 attached structural sheathing and bottom ord shat!have a attached n id ceilingLocations shown for permanent laterel restr int 6f webs shall have bract msTalled per BCS!sections B3,87 oar as applicable. qq��T-plates to each face of Wss and position as shown above and on the Joi^'t Details, =noted otherwise. 12efer to ALPINE drawings 160A-Z'for standard plate positions. L"* a division of ITW BuiId,nnqq Components Group Incshall not be responsible for andeviation hom thidfilNEconformancewth ANSI�PI 1this dna sn5g� indicates acceysgnson. esurfabtltty 2400 Lake Orange Dr.ofthis a�awingfr any structure is the responsibility of the buildinDesiner er ANSIRPI 1 SZ2Sude 150 info patron see this ob's Herat notes a and these web sites: ALPINE:www.al inedw coin,TPI:www nslo SBCA: wwwsbdrWu .can'ICC:r ww.ixxak. Orlando FL,32837 Job Number. 18810 Py: 1 SEAN:331179/T32 VAL Cust•R917 JRef. 1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty: 2 FROM: DrwNo: 056.18.0907.54727 Truss Label: V6 JB / DF 02125/2018 I�8rr6 1'2" 2'5" 8116 6"2 178 3X4 1 B A 7 z 2'5" Loading criteria(psf) Wind Criteria snow Chan,(PORI in PSF) IOeNCS1 Criteria •Maximum Reactions(Ilbsb or'�PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc udefl Lhll Loc R /U /Rw /Rh /RL !W TCDL: 10.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL):0.000 - 360 A' 57 /- /29 !- /- /29.0 — BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT Wind reactions based on MWFRS Risk Cat II (TL)•0.000 240 BCDL: 10.00 EXP:C Category-. Snow Duration:NA HORZ(L )=0.000 A Min Brg Width Req= - Des Ld: 40.00 Mean Height:15.00 it HORZ(TL):0.000 - Bearing B is a rigid surface. NCBCLL:10.00 TCDL 5.0 psf Coda I Misc Criteria Creep Factor.1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to hf2 TPI Std: 2007 Max BC CSI: OA35 Spacing:24.0C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 VIEW Ver.17-02.02A.1213.21 Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. See DWG VAL160101014 for valley details. TE : •�•� %1Z OR��P..mak, ''g F •••&am...•� V� 402 8 0278 ssipNgt 02/26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatennqq ha di ship In installing and txaclnq��Refer to and follow the latest edition of 13CSI(Building ComponenT Safety Information,byy TPI and'SEA)&satepty�ractices pfior to perforhttrig these functions. Installers shall provide t bracing per BCSI.Unless noted ov,rvvise,top chord shall have proper/yy attached structural sheath/rrercqt and boltpm�F�ord shall hav a attach8tl rinqgid ra ceiling Locations shown for rent lateral restraint bf webs shall have bracerInsTallepo d per BCSI sections 83,�7 Oy as applicat3le. Apply laces to each face o1EWssss and position as shown above and on the JoiniUetails, unless noted otherwise. Refer to drawingsl 60, Z fir standard plate positions. ALPINE L..td division of ITW Building�Components Group Inc.shall not be respons�ie for any deviation from this drawl any failure to build the ALPINE E onformance with ANSI/TPI 1,or for handling shipping,installation and braclng of trussesA seal on this ding or cover pa e_.is drawing indicates acceptance of proTesslonaT en /nearinrbdly sqnsown. esuifabdrty 2400�Orange Dr. of this a)awing for any structure Is a responsibilitof the BuildiDiSSuite 150 formation see this oD's neral notes a e antl these web sites. ALPINE: www.al inertw com;TPI: www. stor;SBCA: wwwsbcindust .can;ICC'. www.iccsafe.xg Orlando Fl 32837 Job NrrnrbM 18810 Ply. 1 SEAN:331326/T48 VAL Cust R917 JRef:1 W8R9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty. 1 FROM: DrwNo: 058.18.0908.25380 Truss Label: V7 JB / DF 02/25/2018 1112X4 12 5 v �A 4(D8R) 1112X4 L 5'10'4 5'10'4 SUM Loading Cratmin(per) Wind cdowia Snow Criteria(Pgpr in PSF) Donfm CriExta A Maidlim a IR Minne 0b4 or'=Pi.F TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/defl LIF Loc R /U /Rw /Rh /RL IW TCDL: 10.00 Speed:130 no Pt NA Ce:NA VERT(LL):NA BOLL: 0.00 Enclosure:ClosedD' 81 /7 /49 /- /7 /70.2 Lu:NA Cs:NA VERT(fL):NA BCDL: 10.00 Risk Category.II Wind reactions based MWFRS EXP:C Snow Duration:NA HORZ(LL): 0.008 C - D Min Brg Width Req = - Des Ld' Mean Height:15.00 it HORA(TL):0.019 C - - Bearing A is a rigid surface. NCBCLL-10.00 TCDL:5.0 psf Code/Misc Crito Creep Factor:1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.230 Members not listed have forces less than 375# Load Duration:125 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.210 Spacing:24.0' C&C Dist a:3.00 ft Rep Favors Used:Yes Max Web CSI:0.122 Loc.from endwall:not in 9.00 it FT/RT:20(0y0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVEVIEW Ver 17.02.02A.121321 Lumber Value Set:138(Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B'uses design values approved 1/302013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. 6�►S F� .✓� SF•ti a • i O. i a E .%•� OR\OP•'��c1�� #0 27 FSS ••M H••••�V NAI E 0 (26/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling ship in installing and t awnq Refer to and follow the latest edition of BCS (Building Component S fety.Information,by 7PI an SBCA)fbr safety�ractices p'Fior to periorTning these functions. Installers shall provide terhpora bracing per B 1.Unless noted oTherwise top chord shall have properiv attached structural sheathir�q and bottom -d shalt lav a pro rvv lattached ngid ceil Locations shown fof anent lateral restraint 6f webs shall have bradngtnsTalled p�r BCSI sections B3,�7 or B10 as applicatSle. q m�7g� ates to each face of tn�uss and position as shown above and on the Joint Details, un ass rioted otherwise. Refer to idrawings 160A-Z'for standard plate positions. ALPINE Alpine,a divid ion of ITW Buildingq Components Group Inc.shall not the responsible for arty deviation from this drawing,any failure to twilit the truss in cgnmhance with ANSIrrPI 1,or for handlin shippin ,installation and txadng of trussesA eel on this drawing or cover pa e,, Iistin this winf� indicat9s �ccep�ance of progesslona. engineering responsrbilrty solely for the desi n shown. The curtabrlrty 2400 Lake Orange Dr- and useothis a�awing for any structure is fie respons bility of the Building Desigrfer per ANSI/TPI 1 S�c.2. Suite 150 For more information see this ob's eneral notes a and tnese web sees. ALPWE www.ai meAw.Com,TPI. www. or .SBCA wviw.sbcmdust .rAm;ICC: www.�ccsate. Orlando R 32837 Job Number: 16610 Ply: 1 SEON:331328/749 VAL CusL,R917 JRef:1 W8R9170001 2788 0 SQUARE FEET:2788.0 SQUARE FEET city 1 FROM: DrwNo: 05818.0908 27380 Truss Label: V8 i DF I 12 1112X4 5 B 5�51X4(M) CD 1112X4 IL– 3'10.4 3'1('4 3'10'4 Loading Crfterfa(psf) Wind Criteria Snow Crftarh ftp inpSF) Ds11I=Crffsrfa FAMaxkmm Reactiorm(lbs),or-PLF TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct NA CAT: PP Deflection in loc L/de41 L/# /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERTEnclosure:Closed (TLYNA /7 /47 /- /6 146.2 BCLL: 0.00 Lu:NA Cs:NA VERT Risk (TLr NA Wind reactions based on MWFRS BCDL: 10.00 EXP: ategory:II S�Duration:NA HOR7.(LL):0.002 C - D Min Brg Width Req= - Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):0.005 C - - Bearing A is a rigid surface. NCBCLL:10.00 TCDL 5.0 psf Code/MisC C.%6W Creep Factor:1.5 Soffit 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.092 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.077 Spacing:24.0C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.053 Locfrom endwa9:not in 9.00 ft FT/RT:20(0)i`0(0) GCpi:0.18 Plate Type(s): Wind Duration:125 WAVE VIEW Ver.17.02.02A.121321 Lumber Value Set 13B(Effective 6/1/2013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. O�G�►S F�� O • ? Y • • • i 0. i .o:• ATE #0 278 NAL /26/2018 o2/26/201 8 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fa bn9 handl-n ship in ,- tallinq and bracin Refer to 9nd follow the latest edition of BCSI(Buitdt Component Safety,Information,byy TPI ar>a�SBCA)fW safetpy�ractices p%ai to perio ing these functions. Installers shall provide terhporarnyq bract r BCSI.Unless noted oTherwise,top chord shall have propedVV attached structural sheathing and bottom chord shall hat, a prooerl attachpid ceili Loptions shown for permanerrt lateral restrSaint Of webs shall have bractnncc��installed p BC I sections 63,87 or toy as applica e. plates to each face of truss and position as shown above and on the JoinfDetails, un ess noted otherwise, kefer to drawings 16oA-Z'for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group inc.shall not be responsible for any deviation from this drawing,any failure to build the truss m conformance with ANSI 1,or for handling shipping,installation and tracing of trussesA Seal on this drawing or cover pa e._ 2400 Lake Orangev M listing this drawing,indicates acceptance of proTessionaT eggineering responsibility solely for the desigpn shown. The suiGibiirty Dr. and use of this a�awing for any structure is the responsibility of the Building Desig er per ANSIlTPI 1 S8c.2. Suite 150 For more information see Nis ob's eneral notes pNe and these web sites. ALPINE: www.al ineitw.com,TPI:wwwlpinstorg.SBCA: www.sbandu -cam;ICC: www.Kcsafe.org Orlando FL,32837 Job Number. 16610 Ply: 1 SEAN:331330 1 T50 VAL Cust:R917 JRef 1WBR9170001 2788.0 SQUARE FEET:2788.0 SQUARE FEET Qty. 1 FROM: DrwNo. 056-18,09D&36200 Truss Label: V9 JB / DF 02/25/2018 12 5 A2X4(D8R) B CD 1112X4(++) '---- 1'10"4 --�{ L 1'10"4 1'10"4 Loading criteria(psf) wind Criteria snow Cril ilift(Pg,Pf in PSF) DeNCS1 Criteria ♦alndrili m Reactions Obi*or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/deA t./! Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: 130 mph Pf.-NA Ce:NA VERT(LL):NA BCLL: 0.00 Enclosure:ClosedD' 81 /4 /42 /- /4 /22.2 Risk Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 EXP:CategoryIf SnowDuration:NA HORZ(LL): 0.000 C - D Min Brg Width Req= - Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL):0.000 C Bearing A is a no surface. NCBCLL:10.00 TCDL:5.0 psf Code/I fisc CAterfa Creep Factor:1-5 Soffit: 0.00 BCDL:3.0 psf Bldg Code:FBC 2014 RFS Mau TC CSI: 0.017 Members not listed have forces less than 375# Load Duration:125 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.011 Loc.from endwall:not in 9.00 It FT/RT:20(0}r0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.25 WAVE VIEW Ver.17.02.02A1213.21 Lumber Value Set:13B(Effective 6/112013) Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Lumber value set'13B'uses design values approved 1/302013 by ALSC Plating Notes (++)-This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Ofs♦N• " "••♦ • • O. , �p��•♦*4 O R,'D#--- #0 27 `ss/pNAI 02/26/2018 '"WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fatxigtirq handdling,shipp�n ir>$talling and b2cing._Refer toed follow the latest edition of BCS](Building omponent S tett'Information,byY TPI and'SBCA)floc safely�ractices prior to n these actions. Installers shall provide tempora bracing per B1.Unless noted oiherwl top chord shall have grope attached structural sheathir�q and bottoms shall have a attached rigid ceil' Locations shown for permanent lateral restr3rnt bf webs shall have bradrinstalled per BCSI sections 63,B7 oar B10 as applicable. plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-standard plate positions. ALN E Alpine,a division of'TW Building Components Group inc.shall not be responsible for any deviation from this drawing,arry failure to build the truss in conformance with ANSI PI 1,or for handling,shippin ,installation and brdanq of trussesA seal on thi;drawing rx cover pa a listing this drawing indicates �ccep�ance of pproFessidnaT engineering responsibilittyy solely for the design shown. The suitabilrty 24ae Orange Dr. and use o thisrawing for any structure is fhe responsibility of the building Desigrfer per ANSIITPI 1 .2. SuAe 150 For more information see this ob's enerat notes a and these weD sites: ALPINE: www.al inertw.com;TPI:www. - ;SBCA:.n.w. -ICC:�yww_la�fe Orlando FL,32837 Commentary: Deflection and Camber Camber may be built Into trusses to compensate L = Span of Truss (Inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the -------------------------------- ollowing advantages: • Helps to ensure level ceilings and floors after Recommended Truss- Deflection : imit= dead loads are applied, Truss Type Lp Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) and other long spans that can appear to 'sag,' Roof Trusses L/240 (vertical) • Avolds 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses, Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------------------------- drainage system, The Bulletin g Designer shalt also specify Truss Type Recommended Camber any dead load, live load, and In-service creep deflection criteria for flat or low-slope roofs subject to ponding Pitched Trusses 1.00 x Deflection from Actual Dead Load loads, Sloping Parallel 15 x Vertical Deflection from The amount of camber Is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras, Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusse Mp 225 x Deflection from Live Load> + ��++ esign Dead Load Deflection) The following tables are provided as guidelines for �1% ► �` 4 Limiting deflection and estimating camber. Conditions or Note: The 1y •d tdp� a considerably less than codes may exist that require exceeding these t •• recommendations, or past experience may warrant using 1 • more stringent limitations, ; o. 648 `t ww•�te�.aw Mm�a�ov au W=a flaS aMv11111111111 T,w••••.� rr CW* ,,, ao,nur►�mmna �'ne"r'°�s"a'o>w"t�sr"un�t ; * ; REF DEFLEC/CAMB "Li • t��olP6 towsWa w°rtic tw�.rAroa hVrWW °9*4 °:n°a` ic"'°•'°"° • + DATE 10/01/14 hl" .110. In, d- a�a he-a.�,Y a�..t�.,r �^ �z.° :..a" •: ATE • axhwsh&H h.,,a r,.s.D«par .O nor tbm O e.m f� �pqy pV m era . a� DRWG DEFLCAMB3014 WW u al�osn aDOW aM an Mr Joht DetNa,Wftf ro1M oVrrMp. ••• �•�• `� Ra/ar b d _ fiwz 4x shnda"06*9 PON" es, O V /N mN #APko.s dNaW a1 71Y llvUU oaoe.rna amus nrc.rru ass t»—sp—a"fo�r +wuw� /w� �• .•(� +�a•e:o •w..4.v m egad w ar+a Y�cent �er�yy �j�-• Z O�` V Drfsl4Len a a'°a�+D OF♦vias. °marcs anh NW/TPI L ar for rrrrsao.sh•pa�p, ` •+•+/•W*W8a•d/_�`y 13723 Rivaport[]rive A.Sam 11r resparr�lDty�i��r mow+'Oak The ��caM a�,sspfr�n of p� W // NAL A� \_ Sults 200 Iar Hr Li�O�as�rSrM6 ®r M Maryland Heights,MO 63043 fx sera Mornatlsn aaa We • KppFr m.Wpaultacaee TPD mtpD�rpa�nubspspetryory end Mry"bb sllao sawaecaduTlG6 mJcualaorp CLR Rein -Porting Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement) or reinforcement method Is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member Is Notes: a minimum 80% of web member length. This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, Scab Reinforcement) 2x3 or 2x4 I row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1> scab per face. 2x6 1 row Attach with 10d (0,128'x3.0',min) nails 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4M minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1> scab to each face of web. ' FI I�ccI eo-os L 4 -0 V$ —veRWRAGM READ AND rOUBW ALL NOTES ON TIAs BRAVING! •r r �� + se�'OtTANTsr ruR>aN,rus RRAvnO To AL1.`n.r':wnrRs rNCLUDINIf>THE twsTALLExs. ; /* C*. PSF REF CLR Subst. Trusses regt3v estrene care h fnbrlrnihy hnndih°,shopkv,hstuilh°and brut Refer C talo.the mtest edition of XSI`b.Aar,°C-4—"Safety lnfwnatklry by TPI antl"'�p fw ty PSF DATE 10/01/14 nctkee Prior to hr,top,°thea all have Iperty t shill Prnvltle tenparnry iota ATE Mees rotetl off er.Ise,tap d,nrtl sYnR Pnv.properly nttnwtl strut:unl sNrnihln° < PSF DRWG BRCLBSUB1014 �� Shull Inve properly nttnchetl rl°Itl ceNhp. Loa,37 s tr�oen fpr pernnnent lateral rectrolnt Of • • �� of trussenbreUp hstolled per SI sections Y3,Y!or It10,ns nppllcoble. Apply plstes to each • Refer to,.o w)Qspos1 O- ff s above pl te p��t netnts, ,,less rotetl pth-.1s.. .,� `'•• F P••• � PSF Stipa 760N-2 for sinntlnrd , Alp►r,n tlNlatnn ITV�., Cn..pon.nte Frdq Inc,0-11 not be resP—IM.for an devinibn �` •. L pR�a ,• µ1aWOpA1M1JV HJs tlrneh°,any fAltwe to bulltl the truss h cw�'ornnnce with ANSI/TPI 1,or Por hnntlly �` PSF installation A brach°of truesez. a+W shlppYq, ••R••+s,+s•••• LD, A on Yss rtaserR Ord ty for o►tar�. =1 °r tHs ahnekp �� / �, 13 23 Riverpart Drive solely for= whom T, swle200 *A--is IL L<•n R.ebrrr per AttCl/TPI t&Inamtee ��/�S. OVAL .s DUR. FAC. + Maryland Heights,MO 63043 For ro-e Wf ation see thk Jobs penerol rotes gpanppee and these wb siren '*W� ��P' ALPINE.ssealphelte.conl TPI,ese,tplrrtpgj S7CIw sessbchtlustryar°l ICC.sesAccsoie.arp SPACING Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or- 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt - 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt - 1.00 J� D Brace (1) 1x4 'L' Brace r (1) 2x4 'L' Brace te (2) 2x4 'L' Brace r (1) 2x6 'L' Bracer (2> 2x6 L' Brace r ical No Bracing Group Species and Grades• s Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A• p#1 / #2 4' 3' 7' 3' 7' 7' 8' 7' B' 11' 10' 3' 1 6' 14' 0' 14' 0' 14' S n ce-Pine-Fir Hen Fh#3 4' 1' 6' 7' 7' 1' B' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' ]4' 0' 14' 0' el / #2 Standard e2 Stud Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' ' ' ' ' e3 St`d s3 Standard Standard 4' 1' S' B' 6' 0' 7' 7' B' 1' 10' 1' 10' 6' 11' 10' 12' 8' ' ' Dou Ins Fir-Larch Southern Plne.ew: #1 4. 6' 7' 4• 7' g' 8' ' 9' 0' 10' 4' 10' 9' 13' B /3s#2 4' 3' 7' 3' 7' 7' 8' 7' B11' 10' 3' StudStud 4' 2' 6' 0' 6' 4' 7' 11' B' 6' 10' ' ' ' ' ' StandardStStud 4' 2' 6' 0' 6' 4' 7' I1' 8' 6' 10' 2' 10' 7' 12' S' 13' 4' 14' 0' 14' 0' UStandard 4' 0' S' 3' S' 7' 7' 0' 7' 6' 9' 6' 10' 2' Il' 0' 11' 10' 14' 0' 14' 0' Group BI _ #1 / #2 4' 11' 8' 4' 8' B' 9' 30' 10' 3' Il' B' 12' 2' 14' 0' 14' 0' 14' 0' �'") _ SPF #3 4' B' B' 1' B' 6' 9' 8' 10' 1' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' el L BHem-Fitr U M[L— stud Std 4' 6' B' 1' 6' 6' 9' B' 10' 1' il' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' el 4' 8' 6' 11' 7' 5' 9' 3' QJ � 9' 11' 11' 7' 12' 1' \ 5' 1' B' S' B' 9' 9' 11' 10' 4' 11' 10' Dou las Fir-Larch Southern Pine— / 2 8' 4' 8' B' 9' 30' 14' U. 14' 0' 14' 0' 14' 0' M2 e2 `D 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' B' 12' 1' 14' 0' 14' 00) r y4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14014' 01x4 Braces shall be SRB (Stress-Rated Board). 4' B' 6' S' 6' 10' B' 7' 9' 2' Il' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' omFor Ix4 So, Phe use only Industriat 55 or #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' B' 13' S' 14' 0' 14' 0' 14' 0' 14' p' Industrial 45 Stress-Rated Boards. Group B d _ S P F volae% ma be used with these odes, k3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 14' 0' 14' 0' 14' ' LD U u F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' Gable TrU55 D e t a l Notes! �l r Standard 5' 1' 8' 0' 8' 6' 10' B' Wind Load deflection criterion Is L/240. 11' 1' 12' 9' 13' 3' 14' 0' #1 5' B' 9' 3' 9' 8' 10' 11' Provide uplift connections for 55 plf over S P 17' 4' 13' 0' 13' 6' 14' 0' 14 0' continuous bearing (5 psf TC Dead Load), C5 #2 5' S' 9' 2' 9' 6' 10' 10' 11' 3' 12' il' 13' #3 5' 3' B' S' 9' 0' Gable end supports load from 4' 0' outtookers k�J with 2' p' overhang, or 12' plywood overhang. D F L Stud 5' 3' B' S' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 1 12' 9' 1 13' 3' 1 14' 0' 1 14' 0' 14, 01 114' ' Syn, About Attach 'L' braes with 10d (0.128'x3.0' min) nails. R45' )K For (ll 'L• bracer space nails at 2• o.c. Diagonal brace option In 18' end zones and 4' o.c. between zones. vertical length may be )K)Wor (2) 'L• bracesi space nulls at 3' o.c. In 1B' and zones and 6' ac. between zones, doubled when diagonal 18' brace Is used Connect W 'L' bracing must be a minimum of 80% of web diagonal brace for 45DO 1 member )tooth. at each end, Max web vL, total length Is 14', Br ce Gable Vertical Plate Sizes 31E31E Iltllfll�/ / Vertical Len to fb s lice -L e2 or �/4�', Less than 4' 0' 1X4 or 2X3 dngonal T Vertical length shown ) single I ry� Greater tFnn 4' 0' 3X4 B' • • In table above, uble cut IP O e • orn) nt Lr end. -I W S •• + Refer to common truss design for 1 peak, splice, and heel plates. Connect dl at o s• by Refer Mdnt of vertical web, to the Building Designer for conditions verRefer to chart a ve f f Se t4 not addressed by this detail. oVM11101rw PEM Aem fLLLDV All h�TES D11 THIS VIR® wwvVMTANrra IvN n� To ALLA`7°`�DELUDINGTHE 81TA1 +� : * : * a REF ASCE7-10-GAB14015 Trurser revere extreme care h fnbricntho,Iwwsey,s _ Fdl the latest dltbn of HCS[OJtdMp Carponent Safet hstallhp and Dra Refer t4 6 e prate••grin'to P•rfor,Yp these f—lions. Installers ,all 10""'TPI°"'' "'far tQ1�'t1' • ; DATE 10/01/14 UMeff rot.tl otherwise,to"droll wive))havepravlolr te,parar 1-1 Mp—ot >Ksc • ATE f7 . 'hall^°„•a P''aP•rlr attacched;awaeq. Locati.-°shoo°.ftr"at"'al wnen�vno ndbottom �Q DRWG A14015ENC101014 hall Ynve bracing hftalled p.r SI f t6ru 23,17 Rio,O �'�°'unS lateral rvstrainS of e "L�I1,�J 'uu^\\\VVVV111111L1f=—, °f trots and posttlon az Brown above°nrl on the JOhi Det°4z,un ess . "Wr Water to.aU f . • Refer to drnelnos I6nA-2 for rtomtlfrd plat•posltbru, unlesf noted otherwise. ♦♦ ///�� (y��, Alpine,n dMsto,Of ITV Hua ^ ♦ /� •• AN 11M� whp,any d■+e he truss Group Inc.shall h A SI reI 3,orforfar ony WvNvan ••.•C OR,O••• ` ��, wwr.ywt till[dra fnlur.to bead the trwf W confarrancf with ANSI/TPI 7,or for ha •• e betallntlOn L brachio of tr..sses. •e�eee 13723 RrvaportDrrve er�"p►�ieeer1{�°�n w'd'sieip�'�Pape g■tt+o this a-aeso,►,aoetef A .e`er' /�•)f TOT, LD, 60 PSF Suite 200 for syrdely far theIty shown The NgpPhtY aaM u ae tliahner1OI y�� /v/�V NAL/i♦` Meryl-d He ghlr.MG 63043 �Y for rare klf— ,bAl*V Deslprw_P■r ANSI/TPI 1 t--P- // 'M M Ir. ALPINE.mAlptteltw.caN TF1.wwf,Spns p.Mral roter's�pape all tMu wb rit— {{{ � �«a s trrora Ica www3ccraf.ora � MAX. SPACING 24,0' Gable Detail For Let-in Verticals Gable Truss Plate Sizes AbpS appropriate P t + Refer ton Tate Al Ine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Gable t Lengths Example) 2*2X4 *2X8 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing y* Member Member + Toe-mall - Or - End-nolt + + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on Attach each 'T' reinforcing member with appropriate Alpine gable detail). End Driven Nallsr Maximum allowable 'T' reinforced gable vertical IDd Common (0.148'x 3,•min) Nails at 4' oc, plus length Is 14' from top to bottom chord. (4) naffs In the top and bottom chords, 'T' reinforcing member material must match size, RI Id snenthin Toenalled Nails- speck, and grade of the 'L' reinforcing member. 4 Nos 10d Common (0.148*x3',min) Toenails at 4' oc. plus b Length ' (4) toenails In the top and bottom chords, een 9 Increase w/ T Brace T' This detail to be used with the appropriate 'T' Relnf. 'T'te Alpine gable detail for ASCE Mbr. Size Increase Reinforcing rind load. Memberr 2x4 30 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 % A13015051014, A12015051014, A11015051014, A10015053014, A14015051014, ASCE 7-10 Vlnd Speed = 120 mph GableNails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt r 1.00 Truss Spaced At ASCE 7-10 Gable Detall Drawings 4' o.c. Gable Vertical 24'o.c. SP •3 A11515ENC101014, A12015ENC101g14, A14015ENC10I014, A16015ENC101014, 'T' Reinforcing Member Size - 2x4 AI8015ENC101014, A20015ENC101014, A20015ENDI01014, A20 'T' Brace Increase (From Above) = 30'/. = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, 10k�, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END10130 f�q, Maximum 'T' Reinforced Goble Vertical Length S11515ENC10D815, S12015ENCI00815, S14015ENIC 3 e• I 1.30 x 8' 7' = 11' 2' SI8015ENC100815, S20015ENC100815, S20015E 0 S11530ENCID0815, S12030ENC1D0815, 514030 1� 4��0 �•e• 4 NallS18030ENCID0815, S2D030ENC100815, 52003 D1008 , S2 PED1 15 • Gelling See appropriate Alpine gable detail for maxi♦ unarc ab If ;kn. FURNISH T READ AIS F�D,ALL�w ThcS DRAVD6 r�spaRTAwTa FlanuSH THIS WAVING Tn ALL CDHTRACTols ncLunnlG T1E BISTAIIERS, / • REF LET-IN VERT Trustee rI=&extreme care In fabricating,handting,ch�php hstaUhg and br c�g, Refer � �♦ 3,fATE • roa11 I the mtrelo dtwn of 3CSl(Busding Corponent S¢r. or-tion,by TPI and SICAI for .a DATE 10/01/14 pprr prbr per-ft these fundtlorr. IrrtaUers sial! provide t. brads per BC whirrs ro a otherwise, tap chord sial!Mw propeNy attached str_,b dratKq and bottom • sh¢u ha`r b properly lll*d ed rl I o. Location shorn for penanent lateral restr¢ht of r •• F Q+ e• DRWG GBLLETIN1014 hall h¢w brec►g►,scatl.d per I.e sa,sT ar no,as kabl.. • p • s` of truss anal po HIM oa shown above and on� t Details, n"Pt.1 M each f. 1 • Refer to draw= 16M-2 Por standard pante unless rated o x. ••♦ OR ♦♦�` � (� ••eer.as♦♦ AN ITW th l a,-W of M A/ldhg Components Group Inc sFall not be responsible for a.�devWtbn from�'`/ (It ' •►v.any bracing of to bold the truss► orm¢nv.w ANSI/TPI I or row hand►g,shpp p �i�� S ANAL�, ' MAX. TGT. LD. 60 PSF irrtaaatlon L bracing of trusses. A seal ah tins ias•rp ar•cover acting this dras•ap,indicates acv 73723 Rverporl Drive nv show, TAe Wp* acceptance of proressbnal /ut Suit.Zoo war any s --spar-ltle thesOesy nad of ng,and PI of tilt a-a.b,g Ytf1{i!{pt1N{� �'pp � �aep al notes Po Rand t1 I�� #0 278 02/26/2018 DUR. FAC. ANY Maryland Heights,MO 63043 For Morn¢tbn see this Jobs general rotes page and tMse web sites ALPDE, err.aapaneltrLMJ TPIi rrr.tphst.o:j Seise r.r..be►dvet.yargJ Im rrucdsafe.org MAX. SPACING 24,0' PPPVaRe7yIDetai[ - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0.128' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous "Attach each valley to every supporting truss with, Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown In DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph, 30' Mean Height, Enclosed installation. Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or Bottom chord may be square or pitched cut Purlins at 24' o.c, or as otherwise specified on engineer's sealed design as shown, Or By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from *ww Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 3X4 2X4 4X4 12 Max. 12 Valle -:�Tf � Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �— 8-0-0 Max—� Bottom Chord Valley Bottom Chord End Detail Joint Detil 4X4Toe-nailed Valle/ Y o m e 2 ♦♦ 12 Max. � t 2 o. X3 1X3 6-0-0 * VOUEV Set 1X3 (Max Spacing) 2X4 1?\Y 1X3 5X4/SPL 1X3L SQO• LL.71 -++ 20-0-0 (++) QO� � es Partial Framing Supporting trusses at 24' o.c. maximum spacing. Plan 41. 648 � � wo TRWTNOTC2 M�'�� • .* L* _ 0 30 40PSF REF VALLEY DETAIL �nrott�NT—rURNM Teas NO L ALL wnTenCTORS THM DF c THE INSTALLERi • Trusres regilre eztre�r carr In fabrlcatft,handling),shbpFp,Insta"V antl bn Refer to • faun.the atr.t edlaon of SCSI<•dldrg)corporrnt Safety Infornatlon,by TPI and�N for.afe ; TC •�L 0 15 7 PSF DATE 10/01/2014 ►�'cors pro-for perfo *V tMsr fn_tjons. Installers shall protide tsrpa-ory brn�rq +"`nabd op re,cop ed shoo her.properly ttncMd trcird sWathYp avJb�orcto�nSt' � ATE BC�•f 0 10 10 PSF DRWG VAL160101014 r atoll haven property attached rlpM1 celsq LocntWrr.h--for of of,truss and P.S onhur- per BCY7 secilwrs•3,R7 D10,a app ko hent y pots.to t ch f ce 0 F LTJ si n ns sorsa above antl on�t� DetMs, -ries.note others W. ea re. Q Q 0 PSF Refer to dra 160A-Z for .tondo AN iTW(33N W t/Yc y,o av,slon of m ssra,g)Ca po is r,,o.p tno..nall not a re.par fti.for any de.,wtwn iron ,�4 Dj(�/w��an�O R,O 9' Mtalletlwi L bracfing of t �. try,..ti c orhan[e .IM NSI/TPS 4 or for rarals,p,shpp.rp, 'y/ /If.'w '�• •�� 60 55 7PSF A W tN.&-ing or— U",*,*thl.r,ns►rg),kMutes ptence of proferslaW //11/ _v\• •��s s• 13723 Riverport Drive for res soW for �s�pn vq�� ivy sr b•Ity./Id this Suite 2^0 r►•r �•Ity W lir lrie•V Dssdvr Psr NSLTPI t SecE / / /O NAL u.,,j—d HoighM.rdo 63043 Far r.ore hfarnaclon .thh pb.g).-1 te. FAC.1.25/1,33 1,15 1,15 "NE,■..nlpsrlt.<on)Tpi....tpe story Seer....sbdr�irsu and tn... eb mer �hlUl8"l t11�� trY.arg),IC[?...1cc.afe.org) +w1u SPACING 24,0' , r