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358 PLAZA - PERMIT RES18-0164 CITY OF ATLANTIC BEACH �a fi1 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0164 Description: new single-family home Estimated Value: 435529.25 Issue Date: 6/13/2018 Expiration Date: 12/10/2018 PROPERTY ADDRESS: Address: 358 PLAZA RE Number: 169971 0000 PROPERTY OWNER: Name: Summer Reign Address: 2701 HENDRICKS AVE STE 202A Jacksonville, FL 32207 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: JEWEL HOMES LLC Address: 112 Greenbriar Estates DR St. Johns, FL 32259 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RES18-0164 View Report I p q 0 of 2 a DO 0 loo�io � 0 Find I Next 5J_ Permit Conditions City of Atlantic Beach Permit Number:RES18-0164 Description:new single-family home Applied:5/3/2018 Approved:6/13/2018 Site Address:358 PLAZA Issued:6/13/2018 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:Summer Reign Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ - REQUIRED SATISFY NO ' ADDED DATE DATE Y DATE TYPE STATUS Y DEPARTMENT CONTACT REMARKS 1 5/29/2018 T DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 2 1 5/29/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 5/29/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 5/29/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. S 5/29/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERNUT... 6/13/2018 Permit Conditions Page 2 of 2 M Full right-of-way restoration,including sod,is required. 6 5/29/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 7 5/29/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 5/29/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. Printed:Wednesday,13 June,2018 IB macr 1of2 http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERMIT... 6/13/2018 =tit City of Atlantic Beach APPLICATION NUMBER fi Building Department (To be assigned by the Building Department) 800 Seminole Road 40 Cf r _ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 . UT E-mail: building-dept@coab.us LEate routed: U City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q�Q Department review required Yes No r ul ,in, Applicant: czV IN-S Planning &Zoning Tree Adminis ra or Project: 1(1�� Sin �� imc� �� or s u lic Utilities Public Safety Fire Services Review fee $ _ Dept Signature Review or Receipt lT Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [-]Approved. ®Denied. ❑Not applicable (Circle one.) Comments: t` BUfLDING� PLA G &ZONING Y 3'901 p � Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. k9enied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - Date: S" �O"a cel FIRE SERVICES Third Review: Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: / Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH . 800 Seminole Road Atlantic Beach,Florida 32233 MAY - 9 2018 REVISION REQUEST/ eWki 146 9?" AN REVIEW COMMENTS Clity iii it'Llat OU,:' B;-,IaGh, Date Revision to Issued Permit Corrections to Comments v Permit Project Address 3Jr` �/Az a Contractor/Contact Name J�16( �`/l (Teewe ou�ceb Phone ICA) a 11 105(. Email Q 1'1,1*we(l4oN. coA Description of Proposed Revision/Corrections: Permit F e Due$ 50, sA oA .�� Fl�� cxll, ` �� l� �-I�►-e � o wd I�.e�s Additional Increase in Building Value $ (� Additional S.F. (? By signing below,I �wll e �y'ux affirm the Revision is inclusive of the proposed changes. (printed name) Signature of ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De ment Review Required: iail'd.ng ning &Zo ' g_: Reviewed By r� dmdmnistra Pubic,i, tor I u isu isety Date Fire Services s CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 5 4m Permit#: -- S e ress: Review.Status: REM 1699710000 Applicant:JEWEL HOMES LLC Property Owner: Summer Reign Email:JULIE@MYJEWELHOME.COM Email: neewajanail@me.com Phone:.9042199056. Phone: 9044958091 9042199056 . .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 ew correction items will not be accepted Correction Comments: . 1. Sub ' wel}site.for_ . 11.-2o!V , 2. Submit 2 copies of a Topographical Survey of the job site.Needing multiple elevation points of the existing property, elevation where property joins street, BRL lines, drainage slopes. 3. Manual J and Manual S compliance report do not line up. Correct and resubmit.—berti e 414 WIA 4. Contractor shall come into the Building Department and initial-and date the site plan next to the proposed minimum Finish Floor Elevation. Page A-3 of the design drawings. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjon/es@coab.us 1 t;�A;1�d l��a n l?evi�1, Cvvr- vrie•� '(f s• / i!• 20i Resubmittal Notes: LVE � D wTS`rrW'"z/ CITY OF ATLANTIC BEACH 800 Seminole Road v — MAY 1 7 20th Atlantic Beach Florida 32233 Building Department CRY of Atlantic Bead " L REVISION REQUEST/CORRECTIONS O LAN REVIEW COMMENTS Date 1'1 IS Revision to Issued Permit Corrections to Comments Permit# /<eS Project Address Contractor/Contact Name �.�� 1�%/i'A Phone (og- e�(R- 105co Email VU(v'e Description of Proposed Revision/Corrections: Permit Fee Du<$ 70A;i a Ce ;-)- - - 9 to (stow KJ oor, u' n .,�c7 a o� e.�P�r rvt tii�t;a R4, �i door Atvaliv- D !r- Additional In1n� c1 VPc ease to ut ing alue $ 0 Additional S.F. 0 By signing below,I �� r VSA affirm the Revision is inclusive of the proposed changes. (printed name) Signature o Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied x Not Applicable to Department Revision/Plan Review Comments AAA Val s 9_y1&r4- De artment Review Required: IBu i��n am n oni Reviewed By Tree Administrator u blie�G1��1' Public til" "Z r"20 L8' Public Safety Date Fire Services l CITY OF. ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 #� (904) 247-5800 BUILDING REVIEW COMMENTS Date: X2018- Permit#: RES18-0164 Site Address=358-PLAZA- Review Status: Aeni pcl REM 1699710000 Applicant:JEWEL HOMES LLC Property Owner: Summer Reign Email:JULIE@MYJEWELHOME.COM Email: neewajanail@me.com Phone: 9042199056 Phone: 9044958091 9042199056 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions ayNAL . ot be submitted until ALL depa tments have completed their respective reviews. Revisions submitted MUST respond to EACH department review.Submittals that respond to oniy one or ew correction items wild not be accepted -zoLop-- Correction Commen S: n �;� ,pw� 1. Manual S Complianc eport stili acceptable.Advise that the ener rater call Tricia Higgins at 407-314-8495 or email her at speedycalcs@vahoo.com. oper Manual S Compliance Report.The design loads on the manual J have to match have to match the design conditions on the manual S report. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 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 CITY OF ATLANTIC BEACH 800 Seminole Road _I Atlantic Beach,Florida M33 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (D Revision to Issued Permit_ Corrections to Comments_ Permit# Project Address 3 5 '3 P1 6 Ze, Contractor/Contact Name JU'li"2 Iro k (,T"",-1 Ni s Phone 104- 12I 1- 9050 Email T l%-e P/1yTeyje(Ho KR.(n.-1 Description of Proposed Revision/Corrections: Permit Fee Due &AJeLl S i--- r 16, Additional Increase in Building Value $ 0 Additional S.F. By signing below,I �Ulle JrVi.A affirm the Revision is inclusive of the proposed changes. (printed name) � ILIIhs Signature/6f Contractor/Agent(Contractor must sign if increase in valuation) . Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities 6 — Public —Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road' Atlantic Beach Florida 32233 .� REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (ok (� Revision to Issued Permit Corrections to Comments Permit Project Address C P t. J c G . II Contractor/Contact Name .� (�i.j G l,`-�C— ofn L—& Phone 1 9 V s Email Description of Proposed Revision/Corrections: Permit Fee Due$ f4 �4c)t M-C" Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments p t t e — Department Review Required: lanni�IBu�I' -- &Zonin R ewed By Tree Administrator 1fic IIfi i • -7-201 Ptiblic Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned byahe Building Department.) 800 Seminole Road ® t&Lr Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� Department review required Yes No uA ui ing Applicant: fY\Q—s Tree Adminis ra or Project: '(l 2�J Sin `JZ" �O�tri�c tc�►m Qc— or s ublic Utilities Public Safety Fire Services Reviewjee $_ Dept'Sigtiature; Review or ReceiptJT Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First.Review: ❑Approved. ;26enied. ❑Not applicable (Circle one.) Comments: C BUILDING PLANNING`&ZONIN- % /� — Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: Sr"L�jp�1 f'�'��y We ��d.�� PUBLIC UTILITIES s. rl le' GST � S`n _ PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FZrApproved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 „- (904)247-5800 ZONING REVIEW COMMENTS Date: 5/4/2018 Permit#: RES18-0164 Site Address: 358 PLAZA Review Status: DENIED RE#: 1699710000 Applicant:JEWEL HOMES LLC Property Owner: Summer Reign Email:JULIE@MYJEWELHOME.COM Email: neewajanail@me.com Phone: 9042199056 Phone: 9044958091 9042199056 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions mUyn0tS' subrriitted"unt l LL�departments have completed t�pe ' tiu40C. ev'e is�5�e�6 evisions submitted:MUST,res and to�El�'CHdepar"tmen'trevieen►.Submittals td tnd :or - eiNca�ecin�tems w iln'ot�e:�-ccepted.M1 Correction Comments: Setbacks: Please provide the exact setbacks to the new home on the site plan. Side Walls Length:Section 24-172(c)(1) requires that second floor side walls be no longer than 35 feet in length without an architectural offset in the wall. A second floor side wall exceeds 35 feet in length. Please revise plans accordingly. (informational comment) Shade Trees: Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the Old Atlantic Beach Design Standards. One of the trees must be located within the front yard.This is the area within 20 feet of the property line along the street.The second tree can be located anywhere else on the lot. See Section 23-33(f)(f)for a list of approved shade tree species. 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 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. r' Q� CITY OF ATLANTIC BEACH i�-. 800 Seminole Road Atlantic Beach,Florida 32233 MAY - 9 2018 r1'4 -1•. �ti REVISION REQUEST/Cmb ftl tj � REVIEW COMMENTS }ter C}i ik:Ll - ( 1C �tlaCh, Date Revision to Issued Permit Corrections to Comments V Permit Project Address 355 P142 a Contractor/Contact Name �.lµ(<< </►`/t W2 ounces Phone t9- 911-10S(,� Email 64 e 1/ t->e(h6oyq. to A Description of Proposed Revision/Corrections: Permit Fee Due$ ArJ(N'S e ik' Ort X" Flux- 7o Aaf -3s , ICA44t' i"Jit Additional Increase in Building Value $ (� Additional S.F. (? Ir rr � By signing below,I ri-- affirm the Revision is inclusive of the proposed changes. (printed name) AhK Signature of ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments eGt Cit d , Dement Review Required: uilding '�- 'n1:gt Zo ' ti Reviewed By Tree dministm- r Pubic Works 1 Ll. is tilities 1 u is a ety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD " r ATLANTIC BEACH,EL 32233 '. (904)247-5800 ZONING REVIEW COMMENTS Date: 5/16/2018 Permit#: RES18-0164 Site Address: 358 PLAZA Review Status: DENIED REM 1699710000 Applicant:JEWEL HOMES LLC Property Owner: Summer Reign Email:JULIE@ MYJEWELHOME.COM Email: neewajanail@mc.com Phone:9042199056 Phone: 9044958091 9042199056 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. , Revisions may not be swbmitted until All:department`s'h'aue completed their respective reviews Re isions submitted MUST respond to EACH department review.Submittals that res and to onl one or e4v correction items will not be accepted Correction Comments: Additional Pages: Please submit revised sheets A-7 (2nd Floor Plan) and A-8 (2nd Floor Dimension Plan)that show the new"bump in" area on the second floor. First Floor Roof:The first floor roof on the west side of the house located above the door to the'storage area (near the outdoor shower) is shown on the revised elevations (A-11 and A-13) but not on the revised floor roof/truss plan (A-9). Please submit revised plan(s) to clarify if this roof still exists. Brian Broedell 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 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. .� LVED: CITY OF ATLANTIC BEACH ' 800 Seminole Road I MAY 17 2018 Atlantic Beach Florida 32233 Building Department City of Mantic Beach FL REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date -5'11-111S Revision to Issued Permit Corrections to Comments Permit# hs Project Address Pkia Contractor/Contact Name .. U=it f (A Phone fog- OM— 10156 Email Description of Proposed Revision/Corrections: Permit Fee.Due $ A,1 Q' r_ KAP &Ad.t t0 44010"L G.A 44 zo it n aRL�D QAeJ v te �c tv! `�tiyt,a 1'l.t (tilrX tloo� .,Q�Nu�ia/L Gt cr 1�0 Additional Inc ease in ui ting NO $ 0 Additional S.F. By signing below,I �lJ�� 1-,VA affirm the Revision is inclusive of the proposed changes. (printed name) Signature; Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: /;?7 �� Cuildin .a;_an'-< VZ V®n� �� Reviewed By Tree Adminis r`t atom Public d' ' — Public Safety Date Fire Services i!yL'1 r CITY OF ATLANTIC BEACH 1 ' 800 Seminole Road' r� Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (ol0 Revision to Issued Permit Corrections to Comments Permit#1 5( ProJject Address � P Contractor/Contact Name .� C-/,3 C Cr H©►r q Phone Z a — 9 ()S (0 Email Description of Proposed Revision/Corrections: I /Permit Fee Due$ C^ � �' -) C,� Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: *6 �� ' = Reviewed By Tree Administrator Pablic Safety Date Fire Services • -}F ,s'� R{ CITY OF ATLANTIC BEACH �L.u�a �L.. n Z r :::,n:t1 800 Seminole Road e-^,:-r-Atlantic-Beach,.Florida 32233 MAY - 9 2018 } MAY 6 2013 REVISION REQUEST/C� fp�`F' rr?I��i�r, REVIE-W–COM [ENTS Date ( Revision to Issued Permit Corrections to Comments V Permit# Project Address 355 bl-z- - IV0+ 0�1�� `\1 rOtt- 6 7�0 RAWC, W Contractor/Contact Name J.(<< ✓,'A W2 O�ces Phone Email hex. `ee�-ewe(Hw e. coA Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value $ (� Additional S.F. (? fr � By signing below,I �i�b1 Q otj /-L affirm the Revision is inclusive of the proposed changes. (printed name) - 'fl Signature of ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied d Not Applicable to Department Revision/Plan Review Comments X P104A5�lo �A�1Z 40 LQS- ' Ghe-1 De ment Review Required: uild'ng ning &Zo g Revie ed By Tr-e dministrator t Rub is Works,;; Ll is tilitiesr �„ �� u is a ety ate Fire Services LA SD ` !Z C ITY(IF ATLANTIC BEACH 800 Seminole Road MAY17 20te f it y 22 lantic Beach,Florida 32233 Building Department ` City of Atzan9c;Beach FL REVISION REQUEST/CORRECTIONS O PLAN REVIEW COMMENTS Date -'�JIIJJS Revision to Issued Permit Corrections to Comments Permit# hs Project Address Sb GZC, ori oriBally rotAW -fo P(Ak, Warps Contractor/Contact Name � rvi A Phone Ifo`(- OM— 10SG Email Description of Proposed Revision/Corrections: Permit Fee Due $ e :-� f4- - g o flow K4 oo r AVIAD .t !o lova ' 44 Zo A it ac.D 42. Qe� kohn Tl.t �Jd f(100, -2(NCX4ia/c. vt Additional Inc ease m m ingValue $ 0 Additional S.F. 0 By signing below,I J-LG f- .J_,rV,A affirm the Revision is inclusive of the proposed changes. (printed name) Signature; Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied V Not Applicable to Department . Revision/Plan Review Comments De artment Review Required: Builtlin ann'�on Reviewed By Tree Administrator �Tbli Public ti Public Safety at Fire Services CITY OF ATLANTIC BEACH 0. '' Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 5/29/18 Applicant: Jewel Homes, LLC Permit#: RES18-0164 Email: iulie@myjewelhome.com Review Status: DENIED Property Owner: Summer Reign Site Address: 358 Plaza Email: neewalanail@me.com THIS 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: A'PiT ` J ED �, • A Revocable Encroachment Agreement must be submitted. �� • Provide manufacturer's cut sheets for 50% credit on pervious pavers.. • Provide exact type of pervious pavers being used. • Provide paver installation method (must meet I.C.P.I.). • Concrete sidewalk must continue through driveway. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0164(Jewel).docx 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 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 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0164(Jewel).docx CI � 2016 CITY OF ATLANTIC BEACH JUN 0 6 800 Seminole Road Ta3'j Atlantic Beach,Florida 32233 BY• REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (04, Revision to Issued Permit Corrections to Comments Permit#&5( S -(D(LP� Project Address ss 5 P - ok OVI O Wally rouW - 0 ?(ALJi(- WOVKs Contractor/Contact Name .� (�r,�C,C- l�o(Y-1E Phone Z- � l ` C) C)S 69 Email Description of Proposed Revision/Corrections: /Permit Fee Due $ J'3 '3 Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments F65 5-ho loy✓ ,-h tGrtA-ckQ-, Department Review Required: BtajJrl' anning & Reviewed y Tr_eeA_dministrator 4 c ii (P -1 Plablic Safety Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road MAY 1 2�� Atlantic Beach,Florida 32233 MAY - 9 2018 at REVISION REQUEST/ Cp( (EtiTOI� l r REVIEW COMMENTS Date ( Revision to Issued Permit Corrections to Comments✓ Permit# Project Address 3Jr� �JAZZX MiA4 iD Contractor/Contact Name < ✓�`/� wQ ounces Phone (fly- 911-106(- Email C40 Description of Proposed Revision/Corrections: Permit Fee Due$ s� mat( oA �`� F it4o k& ic4q4i, w1,2 -- ;> 4"1 -<< . ,a- Additional Increase in Building Value$ Additional S.F. (� �� By signing below,I ;:L.:Ir$ .LVj�/,L affirm the Revision is inclusive of the proposed changes. (printed name) Signature of ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department V Revision/Plan Review Comments Dem ment Review Required: � �uild'ng ' ning &ZonN Reviewed By Tx dministrator Pub is Works WY ic��.tilities t u is a ety Date Fire Services /a`� ' VaD .. L: i CITY OF ATENTIC BEACH 800'1Seminole Road jMAY 17 2018 � i; I'.�,��A�a�iti��ac 0 Florida 32233 B wilding Department CRY of Avanuc Beach FL REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1"I ) Revision to Issued Permit Corrections to Comments Permit# /<eS Project Address 3s� �) Z C� _ �OT Oiri giwa lv row+ d 'b pub li C Wi-K s Contractor/Contact Name &i`A Phone glog- OM— 1050 Email U(o P JAW e( 0,A4.C0/t Description of Proposed Revision/Corrections: Permit Fee Due $ K� a t-- Al � - g o tow Poor- u rodud CtAA16V'-"1A444,& JASA .x,eD eAet t rvt tii�t,a 'F4.t W 9100, -e(NCJiVt- e- Additional Inc ease in uiingVGalue $ 0 Additional S.F. 0 Tf Vaffirm SA arm the Revision is inclusive of the proposed changes. By signing below,I ��v�. 1 (printed name) Signature o Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department V Revision/Plan Review Comments D! artment Review Required: s BuiIdin an q onin Reviewed By Tree Administrator / ub11CVbTI �PTublicii,ti Public Safety Y Date Fire Services ECEIVE 20,($ CITY OF ATLANTIC BEACH JUN 0 6 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit_ Corrections to Comments_ Permit#R Q5( Project Address Cj (�� OT OV19��'1(,1Uy ViD(+ Ll -b ptkb I G A Contractor/Contact Name Phone Z19 — 90S (2) Email Description of Proposed Revision/Corrections: /Peerr(mit Fee Due $ Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments QlahS �� IA'�9eG�►� �Department Review Required: Reviewed By Tree Administrator �ir w kc� 41-7(o ? [ g blic Safety Date Fire Services City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane R, Jacksonville, FL 32233 / (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date b 12--6' Service Address 35K P�OZn Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application# d V" Water System Development Charge $ Sewer System Development Charge $ /U J S Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ r0. Do Other $ TOTAL $ JTo,0 a (Notes) 1ZAPPROVED Kayle Moore, P.E. 5C 4/L Date L Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED OFFICE COPY Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 C f r Job Address: 3S8 PlGiZ0. A��oC Qe��1� , �[, Permit Number: J 1 r� Legal Description_Ly• oil /boil i0 J$-G9 i(o-aS-agE _RE# /&9'771 -0000 Valuation of Work(Replacement Cost)$ LfqS*000 Heated/Cooled SF 3YY5 Non-Heated/Cooled _ • Class of Work(Circle one): 0Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidentia w t` • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes NIAj, • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal ir VED Describe in detail the type of work to be performed: 4fw 5iAjle -4p;1• lOAP ( MAY - 32018 Florida Product Approval# S,ce fo,07M for multiple products use product approval form PropertyOwner Information BUild i,ci De rtment / Name: _aoo, cr- 4,gA LAI L.- Address: 970 a City tic C `� State FL Zip 3D201 Phone . - E-Mail �eWa cOA Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company:_ 1?W,zl Ho es LLC. Qualifyin Agent:'1lje IryiA Address 0. Gcz'a brio r (:4ales �� City kA( State 1:L Zip 3a 9.5ef Office Phone 90K-Q15-gO5(,3 Job Site/Contact Number loq-all-90 State Certification/Registration# C C 3 E-Mail 7u i I� J,-We OAP.CQAA Architect Name&Phone# Ck'b Mi(ctu.l( 730-7055 Engineer's Name&Phone# Mu.tra v EA Aecr(Aq3 a- 'S 751 Workers Compensation e)eeAA4- Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a-permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,et NOTICE:fn addition to the requirements of thi ermit,there may be additional restrictions applicable to this property that ay be found in the public records of this county,an -there may be additional+permits required from other overnmental entities such as water mono etnent districts,state a envies o ede,r agencies OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. A� <�� ,Z - (Signature eOwner or Agent) (Signature ntractor) (including contractor) Signed and sworn to(or affirmed)before rhe this 3 day of Signed and sworn to(or affirmed)before me this 3__day of ;01R by tAft OL PW 59018 .by �Tmv rviA A�--`r --�` We c (Signature of Notary) (Signature of Notary) [ ]Personally Known OR [ ]Personally Known OR ,,� [ ]Produced Identification�� 4"p'«�, Gwen McKinney [ ]Produced Identification �.�`�t� ��,�'� Gwen McKinney Te of Identification: Type `�P Ik 'n � Type of Identification: '��•• Commission I 01 rR• Expires:November 7,2020 = = Expires:November 7N 020 -% Bonded thru Aaron Notary - „q�",,.�'1 Bonded thru Aaron otary ° OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') 3 ,yq5- Non-Habitable Space (ft') 1919 LAND INFORMATION: Zoning District Q - 2— Flood Flood Zone Minimum FFE j!. 7 BUILDING INFORMATION: Construction Type Occupancy Group Oe S taj, Number of Stories 2 Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 OFFICE COPY Prepared by and return to: Timothy P Kelly Attorney at Law Timothy P.Kelly PA 1016 LaSalle Street Jacksonville,FL 32207 904-399-3705 File Nutnber: 10805.000 Parcel Identification No.169971-0000 [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM-SECTION 689.02,F.S.) This Indenture made this 24th day of October,2017 between Charles B.Nickel,an unmarried man whose post office address is 13401 Sutton Park Drive South,Jacksonville,FL 32224 of the County of Duval, State of Florida,grantor*,and Summer Reign Inc., a Delaware corporation whose post office address is 2701 Hendricks Avenue, Suite 202A, Jacksonville,FL 32207 of the County of Duval,State of Florida,grantee*, WitneSSeth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Duval County,Florida,to-wit: Lot 27, Block 10, Plat No. 1 Subdivision "A" Atlantic Beach, according to the plat thereof as recorded in Plat Book 5,Page 69,Public Records of Duval County,Florida. and said grantor does hereby fully warrant the title to said land,and will defend the same against lawful claims of all persons whomsoever. SUBJECT TO taxes accruing subsequent to December 31,2016. SUBJECT TO covenants, restrictions and easements of record, if any; however this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, herditaments and appurtenances thereunto belonging or in anywise appertaining. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. *"Grantor"and"Grantee"are used for singular or plural,as context requires. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. OFFICE COPY Signed,sealed and delivered in our presence: ��0�- �✓� , � (Seal) Witnes Name: Charles B. Nickel Witness Name: ,tJ EjL State of Florida County of Duval The foregoing instrument was acknowledged before me this 24th day of October, 2017 by Charles B. Nickel, who U is personally known or[X]has produced a driver's license as identification [Notary Seal] Notary Public DONNA F.GAITHER * Commission#GG 103763 Printed Name: Explres July 7,2021 ,,,„ Banded TAtu Troy Flin Imurence 800.385.1018 My Commission Expires: z =r- REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and Vkif- Iv-viv% / -'evatl Rome S of Atlantic Beach,Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as S1ngk2 t'a.i ly ROM9, Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 35Y Plaza • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this day of 920 , by ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Signature of Notary Public, State of Florida Department Approval: Personally Known Produced Identification(Type) r Scott it )tams,Pu is Works Director/ Kayle Moore,Public Utilities Director O:\Public Works\ADMIN\Revocable Encroachment Agreement.docx Revision Date:2/5/18 RIGHT-OF-WAY /EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 356 P1a-ZCA_ Phone QC 41q- y'0!5(0 Permittee �ct�l �'CVI(A Email 5UVP_`2/1fS/-,T'PWe1 HCJ.Ae.cott Requesting Permission to Construct Jke%_-, SL,91,0 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 (Project Superintendent) with Company Name Phone • 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 days. If the beginning date is more than 60 days from date of permit approval then permittee must 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 indemnify, defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again imi ely upon completion. Date �J Permittee signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL l(� r/r The foregoing instrument was acknowledged this day of �Ju^JZ_ ,20 t5_, by told Q �Vi/� ,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. G ✓ Personally Known Signature of Notary Public,State o orida , , Produced Identification(Type) Gwen McKinney �* Commission I GG034601 Expires:November 7,2020 °��,; Bonded thru Aaron Notary City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904)247-5834 NEW WATER J SEWER TAP REQUEST Date 6-12-17 Service Address 359 P 161Zo► Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New.Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE.ONLY Application# d E s1lyG OI°iT Water System Development Charge $ N Sewer System Development Charge $ a Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ �-p. Do Other $ TOTAL $ 370_p a (Notes) APPROVED Kayle Moore, P.E. jC Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED PUBLIC UTILITIES PLAN REVIEW COMMENTS c Date: 1p' Z- b Application#: Project Address: 3 5 Y Plaza Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment "Print" Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is 1p {Z1 Utilities needed, call 247-5834. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be. RTi Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade ®/ Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. if plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ ❑ Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided,contact.Malcolm Clemons at 247-5834 for Backflow backflow requirements. At a minimum,will require a double check backflow ❑ ❑ Requirement preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. ❑ ❑ Disconnect &Cap Disconnect and cap water and sewer lines. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 13 { t <f Fl y}i'{. ..=i a�i.:r:l�" � kYr�• �Y .�i�y,�S"� {��1 S� 111 L- 'l, ��J•I t �! i/.1 lffi 't? ,lx� say}3 { Gam' R rc r r L'.1,NO T g�Z•kr F F i s}��kt��1 r e a p q +�Y l id '410 s. „ec�'`h-Tw• r��i.�5-kcr�3��t�^ i'>�.� i v. �^yi�'.�`"♦lrx v, ti`�1'`"Y-•AJT >T' "6= {r V i^.,.;i: Age, Cir hX n r »c v"r 12"ti„x•1..s�1 X }fY,F'.u�'..` f.� 4�.3�7 y!':S�< :j ( t, ur a?' � !e yw rac'` )�/r'Fy.+�'l�' .,� t xr fYF�, c �... `y ��}y •+ .�. .7 . ' $y,rs t a Sx - !f tl�•ic<`err+ ,�k�ri xrh"'{ra,+'�V,.U +�4}5,- ,. :j W�$.t't'. � a''e"n.�,-•f r r clrs+ Ar ,y�' 1W Tc�^-> 'ry,.v.Y 're., 7. +• Z�rti„�'"r;'F+q sw `�♦ < �S .-....1.` �.-+ 1"yYc v, tom` ay 1!•c� �,s<•� .i1-r:� .ia�43�'r ..�� s✓`��. "S 'r�k vie 4>•„X� 4�" h{'�'r�cr� � ,x� le'{'a�^ ly,l�rr� a��-",Gr �rc � ° ��E� �:n pd �t "u al Lam^,.�ut� S �1'r+6'7 7 ♦.. 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J- -'oy nL Jd��Y�J r i• jr • r'r xr1 r • r� ` ✓z i 'y r 71 nor ? �r,rt r i f �� r v J t lU y,r .�`-,r4 -x A v r y r. ��a k} 5 r '.. 't F J7 �L ,,.y4 r`^rr �� ^�'� {t`�T" !• V.- F C� :,� �. s 2��,r.,f �r S t � 'a t{•, :a�>. 3 h n'a J-�'',r' � r}71 r '��ia�, `"c">1`�.'Y� ,• �w� �`�:, i'.L• rlr of �rcY � r, k r.,�i 1 ' �`'i r c- mY ,w�l a• ��t�� t✓o t�"�,�, tfiil �ry\...;3]ry �7•-.w -O�f'�b+rt 'k a•A"i�{ b a rm l�y �r,t�t•wt .a f[L'a41--"iY ,I' ^ p, .y. r. �,, c✓ r P4L..�^ �'tix„ rb � f' 't-y;�qr''"{1.� �'•,¢`�'A-r.t�lA { r s 'x�lt'r ..F's 4 .a.t�� '.`w.d+ ->�- d-)i�S�a "..r 4o..�.i•�'5��;°3; 'q.0 'u ,h�.R.y L.�i�}-+ TYP. NO. 8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN. 31/8"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) •t,v ,s •e - V Y e Y Y .DO ll0 Q0c) QW Q00 DO 01 o 00 00cp 00 o�OCJyV�o o pBEDDING COURSE 1 1/2 TO 2'(40 TO 50 mm)THICK 0 ac�oO(�0,�00$0 (TYP. NO. 8 AGGREGATE) :v .a O�g 4"(100 MM)THICK NO. 57 STONE O oI 0 OPEN-GRADED BASE Q O O C) D _Q _ �-S-_ bo . 0 .o'co. . �O 'co MIN.6"(150MM)THICK OO0 • � 0 . � NO. 2 STONE SUBBASE0o. : pO. I1 I-III—III—III—III—III—III—III— — — OPTIONAL GEOTEXTILE ON BOTTOM AND I I la I I=I I I=I I I=I I I=I I I=1 I I I I= I_ =— SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. DRAWING NO. PERMEABLE PAVEMENT WITH FULL ICPI-68 EXFILTRATION TO SOIL SUBGRADE SALE NO SCALE TYP. NO. 8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN. 3 1/8"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) 0 00 Y 00 op opo 00 0l v• °.o o �opoCP°� u �o o pi BEDDING COURSE 1 1/2 TO 2'(40 TO 50 mm)THICK : �p oO °° O�o Un (TYP. NO. 8 AGGREGATE) LT i ' O p p0 O 4"(100 MM)THICK NO. 57 STONE �° O 0 ' ma OPEN-GRADED BASE ° O0o b%-. :�0Oo0 MIN.6 (150 MM)THICK dNO. 2 STONE SUBBASE0Q0oO o _Q oQ _Q_____p • o; i III—III-I I�—III—III—III—III—III— — — — OPTIONAL GEOTEXTILE ON BOTTOM AND III—I I I.i I 1=III—III—III—III I I— — — SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. PERMEABLE PAVEMENT WITH FULL DRAWING NO. ICPI-68 EXFILTRATION TO SOIL SUBGRADE SCALE NO SCALE OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project.Name: J?�� t'ICxZ� , Pp rt" T -IF �C —U16 el Project Address: 3 5 Plaz a 4(c L, CsCln �L Contractor: required by Florida Statute 553.842 and Florida Administrative Code 913-72,please provide the information and product approval number(s),for the building componentslisted glow as applicable to the building construction project for the permit.number listed above.You should contact your product supplier if you do not know the product approval imber for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.filoridabuilditig.org. Category/Subcategory. Manufacturer Product Description Code Version TO(include'suffix) Expiration EXAMPLE ACME 36"Exterior Widget 2014 12345.01 12/31/2017 Exterior Doors 1.Swinging Therma-Tru Corp Fiberglass Side-Hinged Door Units 2014 7630.3 12/31/2018 2.Sliding MI Windows&Doors Sliding Glass Door 2014 15332.4 12/31/2016 3.Sectional Wayne Dalton Corp Garage Doors 2014 9174.1 &9174.3 6/27/2038 4. Roll-up N/A 5.Automatic N/A 6.Other N/A Windows 1.Single Hung MI Windows&Doors Fin Fram Insulated Glass 3540&3500 2014 17676.1 4/12/2017 2. Horizontal Slider MI Windows&Doors Fin Frame Insulating Glass 3580 2014 13349.2 12/19/2016 . 3.Casement N/A 4. Double Hung N/A S. Fixed MI Windows&Doors Fin Frame Insulated Glass 3500 2014 1785.3 6/16/2020 6.Awning N/A 7. Pass-through NIA 8. Projected N/A 9. Mullion N/A 10.Wind Breaker N/A 11. Dual Action N/A 12.Other N/A Panel Wall 1.Siding James Hardie Building Prod. Fiber Cement Cladding 2014 13192.1 1/1/2017 2.Soffits Kaycan Ltd. Vented Vinyl Soffit 2014 12198.3 4/20/2021 3. EIFS NIA 4.Storefront. NIA 5.Curtain Walls N/A 6.Wall Louvers NIA 7.Glass Block N/A 8. Membrane N/A 9.Greenhouse N/A 10.Synthetic Stucco NIA 11.Other NIA Roofing Products 1.Asphalt Shingles IKO Industries Ltd. Cambridge Architectural Asphalt Shingle 2614 7006.1 12/31/2020 2. Underlayments Warrior Roofing Manu. Asphalt 15#and 30#roofing felt 2014 2346.1 1015/2019 3. Roofing Fasteners NIA 4. Non-structural Roof Metal Sunlast Metal Roof Panl 26Ga,18"valley-5x5 Flasing 2014 12744.7 3/2/2026 5. Built-up Roofing N/A 6. Modified Bitumen N/A 7.Single-ply Roofing N/A 8. Roofing Tiles N/A 9. Roofing Insulation N/A 10.Water-proofing, N/A 11.Wood Shingles/Shakes N/A 12. Roofing Slate N/A 13.Liquid-applied Roofing NIA 14.Cement-adhesive coats Mule-Hide Products Co. Elastomeric roof Coating 2014 8262.1 3/27/2017 15. Roof Tile Adhesive N/A 16.Spray-applied Polyurethane Roofing N/A 17.Other N/A Shutters 1.Accordion N/A 2. Bahama NIA 3.Storm Panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other K/A the Structural Components tion 1.Wood Connector/Anchor Simpson Strong Tie Co. Post Cap,Heavy Twist Strap,Hurricane Tie,Joist Hanger, Post Base 2014 10446.1,10456.6,10446.7 12/31/2016 2.Truss plates Mitek Industries 16,18&20 Ga Truss Connector Plates 2014 2197.1 12/31/2016 ie ones 3. Engineered Lumber Huber Engineered Woods Zip System Wall Sheathing 2014 17147.1 10/1/16 4.Railing NIA 5.Coolers/Freezers N/A 6.Concrete Admixtures N/A 7.Material N/A 8. Insulation Forms N/A 9. Plastics N/A 10. Deck-roof NIA 11.Wall NIA 12.Sheds N/A 13.Other NIA Skylights 1.Skylight N/A OFFICE COPY 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project. the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Jolie (Contractor Name) (Print Name) (Signature,) Company Name: e_PWe) �Oµ?S , U_L Mailing Address: ��c� feR•t�fiaf �S�a�eS _ /1� City: J�p(�µ5 State: Zip Code: Telephone Number: ( )_ Fax Number: ( ) Cell Phone Number: (O'4 a(e(-Q05(a E-mail Address: T,�l.e Q�{�Jleox(HO^k,M OFFICE COPY Ounlast .c Metal Value Engineered Metal Roofing >M s • a • • • . • o • a I N n,PSR 2�6G�1 RAI A F, Product Evaluation Report PRR 26GA Roof Panel over 15132"Plywood Florida Product Approval# 12744 Florida Building Code 2017 Per Rule 61G20-3 Method: 1-D Category:Roofing Subcategory:Metal Roofing Compliance Method:Rule 61G20-3 NON-HVHZ Product Manufacturer:__ Sunlast Metal 2120 SW Poma Drive Palm City,Florida34990 Engineer Evaluator Diane G.Marotta P.E.FL#82591 1915 NE 4501ST.#107 Fort Lauderdale,FL 33308 954-776-8004 Validator: Locke Bowden,P.E.FL#49704 9450 Alysbury Place Montgomery,AL 36117 Certificate of Independence: Diane G. Marotta,P.E.does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. Diane G.Marotta,P.E.is not owned,operated or controlled by any company manufacturing or distributing product under this report. Diane G.Marotta,P.E. FL reg# 82591 ,`- seal Page 1 of F - =" Compliance Statement: The product as described in this report has demonstrated compliancewith the Florida Building Code 2017,Sections 1504.3.2,1507.4.3,1507.1.1,1518,1523 Product Description: 26GA Steel PBR Panel,.36"Widths,Roof panels 40ks► Panel restrained with fasteners over 15/32"APA Plywood decking or wood plank(MIN.GRAVITY OF 0.42)over supports @ 24"O.C. Non-structural Application. Material: .26ga steel conforming to Florida Building Code 2017 Section 1507.4.3 Corrosion Resistance:Panel Material.shall comply with Florida Building Code 2017,Section 1507.4.3 Panel Dimensions:Panel Widths:36"width panels Rib height: W Roof Clip Fastener: #9x1-1/2"Hex-head Wood screw Corrosion Resistant per Florida Building Code 2017 Section 1506 3/16" minimum penetration through bottom of plywood.Corrosion Resistance:Per Florida Building Code 2017,Section 1506,Plywood supports at maximum 24'O.C.Design of plywood and plywood supports are outside the scope of this evaluation.Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Uplift Design Pressure:with Safety Factor of 2 -76.75PSF 24" FASTENING PATTERN 6"-9"-9"-9"-3" ALONG THE ROW,ACROSS THE PANEL PROFILE Reference:TAS 125-03-Report#0412-0908-07 by Architectural Testing,Inc.an Intertek Company,West Palm Beach Facility. TST#1527 Code Compliance:The product described herein demonstrated compliance with The Florida Building Code(FBC)2017 Section 1504 The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017,as relates to Rule 61G20-3. Minimum Slope Range Slope per Florida Building Code 2017 6T"ED.,and in accordance with Manufacturers recommendations. Installation:Install per manufacturer's recommended details. Underlayment:Per Manufacturer's installation guidelines per Florida Building Code 2017,CHAPTER 1507,CHART 1507.1.1 Roof Panel Fire Classification: No classification. Shear Diaphragm:values are outside the scope of this report. Design Procedure:Based on the dimensions of the structure,applicable wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be compliant with Florida Building Code 2017 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. "PBR" (26 Gauge) -P8F'r Panel, Typical Panel Profile View QEQ OW 907 MIr Fbs "�'T Spacedina T,T._rT,Sr,Tporan 1.0 Nail Strip "I"Nail Strip"Panel Typical Panel Profile View V%bW D3ck lrieg-d S21W UXR SemnAdhestve a',R'beYJ Bcsbk Seadzrt C,10':4 1 I O.-Ow- _--lox I" FI-tixka4iecd Screw t 1-3/4"Snap Lock Aluminum •ls.r7'� 1.75" j 1 _I-- .8triations Cdorld "1-3/4"Snap-tock"Panel Typical Panel Profile View 1-3/4" Snap Lock 179T— I %iatatoordII •1.3147 smpdocv Panel Typical Pane)Profile View •irate � nam I 14 V7W 20BP Fastener:#10x 1-1/2" Pancake Head(2)per clip Copper Clad Panel 1.7 in "copper clad stainless"Panel Typical Panel Profile View 26 5 V Crimp Pmel Fasteners- #PIO Hex Saad Abcd-Sciays vAth 5-V Crimp Roof Panel F Weather Seding'.A.`3Sf,erl. ---------- Lcecic Opp: u 15321"or greater Rymod,or Insulation YmAnuni -'P.bDd Bank -� o I � r I � FORM R405-2017 � F cA FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Seabreeze Builder Name: Jewel Homes Street: 358 Plaza Permit Office: Atlantic Beach Building Dept City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3816.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1710.00 fn b.Frame-Wood,Exterior R=19.0 1530.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 576.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2139.0 sgft.) Insulation Area a.Roof Deck(Unvented) R=20.0 1802.00 ft2 6. Conditioned floor area above grade(W) 3445 b. Roof Deck(Unvented) R=20.0 337.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11. Ducts R ft2 7. Windows(545.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 344.5 a. U-Factor: Dbl,U=0.33 545.17 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 344.5 SHGC: SHGC=0.21 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 SEER:115.00 c. U-Factor: N/A ft2 b.Central Unit 36.0 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: WA ft2 a.Electric Heat Pump 30.0 HSPF:8.50 SHGC: b.Electric Heat Pump 36.0 HSPF:8.50 Area Weighted Average Overhang Depth: 4.723 ft. Area Weighted Average SHGC: 0.210 14. Hot water systems 8. Floor Types (3445.0 sgft.) Insulation Area a.Propane Tankless Cap:1 gallons a.Slab-On-Grade Ede Insulation R=0.0 1643.00 ft2 EF:1.000 9 b. Conservation features b. Floor Over Other Space R=0.0 1306.00 ftz None c.other(see details) R= 496.00 ft2 15. Credits Pstat Glass/Floor Area: 0.158 Total Proposed Modified Loads: 83.66 PASS Total Baseline Loads: 93.43 1 hereby certify that the plans and specifications covered by Review of the plans and --THE STAT this calculation are in compliance with the Florida,Energy specifications covered by this w0 �Ofi Code. Digitally signed by Joshua calculation indicates compliances,,, Howard with the Florida Energy Code. PREPARED BY: - 'Date:2018.05,2209:45:43 Before construction is completed -+� r DATE: -04!00' this building will be inspected for 1I 0 P T. with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy e- - OD WIE OWNER/AG NT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 5/14/2018 2:05 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 UFFIGE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Seabreeze Builder Name: Jewel Homes Street: 358 Plaza Permit Office: Atlantic Beach Building Dept City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3816.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=13.0 1710.00 ft2 b. Frame-Wood,Exterior R=19.0 1530.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 576.00 ft2 4. Number of Bedrooms 4 d. N/A R. ft2 5. Is this a worst case? No 10. Ceiling Types (2139.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=20.0 1802.00 ft2 6. Conditioned floor area above grade(ft2) 3445 b. Roof Deck(Unvented) R=20.0 337.00 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(545.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 344.5 a. U-Factor: Dbl,U=0.33 545.17 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 344.5 SHGC: SHGC=0.21 - b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 SEER:15.00 c. U-Factor: N/A f12 b.Central Unit 36.0 SEER:15.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.50 SHGC: b. Electric Heat Pump 36.0 HSPF:8.50 Area Weighted Average Overhang Depth: 4.723 ft. Area Weighted Average SHGC: 0.210 14. Hot water systems 8. Floor Types (3445.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons a.Slab-On-Grade Ede Insulation R=0.0 1643.00 ft2 EF: 1.000 9 b. Conservation features b. Floor Over Other Space R=0.0 1306.00 ft2 None c.other(see details) R= 496.00 ft2 15. Credits Pstat Glass/Floor Area: 0.158 Total Proposed Modified Loads: 83.66 PASS Total Baseline Loads: 93.43 1 hereby certify that the plans and specifications covered by Review of the plans and ES this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ''' `_ ��Digitally by Joshua p � ,,. -LL Howard with the Florida Energy Code. PREPARED BY: - - -D,te:2018.os.2209:45A3 Before construction is completed DATE: oaoo this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy fe - COD yyF'i'�� OWNER/AG F NT: BUILDING OFFICIAL: DATE: DATE: . Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 5/14/2018 2:05 PNI EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 -FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Seabreeze Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3445 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Jewel Homes Rotate Angle: 180 Street: 358 Plaza Permit Office: Atlantic Beach Building Dept Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp 1/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block/ 1643 16430 2 Block2 1802 16218 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1643 16430 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1802 16218 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 201 ft 0 1643 ft2 ---- 0.5 0.4 0.1 2 Floor Over Other Space 2nd Floor ---- ---- 1306 ft2 0 0.5 0.4 0.1 3 Raised Floor 2nd Floor .... -.-- 133 ft2 13 0.5 0.4 0.1 4 Floor over Garage 2nd Floor -.-- ---- 363 ft2 0 0.5 0.4 0.1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2317 ft2 0 ft2 Medium 0.96 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2139 ft2 N N 5/14/2018 2:05 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1 st Floor 0 Blown 337 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 38 Blown 1802 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w # Omt TO Wall Type1 N=>S Exterior Frame-Wood 1st Floor 19 21 10 210.0 ft2 0.23 0.75 0 _ 2 W=>E Exterior Frame-Wood 1st Floor 19 8 10 80.0 ft2 0.23 0,75 0 3 N=>S Exterior Frame-Wood 1 st Floor 19 14 10 140.0 ftz 0.23 0.75 0 _ 4 E=>W Exterior Frame-Wood 1 st Floor 19 29 10 290.0 ftz 0.23 0.75 0 _ 5 S=>N Garage Frame-Wood 1 st Floor 13 48 12 576.0 ft2 0.23 0.01 0 6 S=>N Exterior Frame-Wood 1 st Floor 19 12 10 120,0 ftz 0.23 0.75 0 _ 7 S=>N Exterior Frame-Wood 1st Floor 19 14 10 140.0 ft2 0,23 0.75 0 - 8 W=>E Exterior Frame-Wood 1st Floor 19 55 10 550.0 ft2 0.23 0.75 0 _ 9 N=>S Exterior Frame-Wood 2nd Floor 13 33 9 297.0 ftz 0.23 0.75 0 10 E=>W Exterior Frame-Wood 2nd Floor 13 61 9 549.0 ft2 0.23 0.75 0 11 S=>N Exterior Frame-Wood 2nd Floor 13 23 9 207.0 ft2 0.23 0.75 0 _12 W=>E Exterior Frame-Wood 2nd Floor 13 8 9 72.0 ftz 0,23 0.75 0 _13 S=>N Exterior Frame-Wood 2nd Floor 13 12 9 108.0 fl? 0.23 0,75 0 14 W=>E Exterior Frame-Wood 2nd Floor 13 53 9 477.0 ft2 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>N Wood 1st Floor None .46 3 8 24 ftz 2 S=>N Wood 1 st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees), / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W=>E 2 Vinyl Low-E Double Yes 0.33 0.21 N 48.0 ft2 20 ft 4 in 1 ft 0 in None None 2 N=>S 3 Vinyl Low-E Double Yes 0.33 0.21 N 24.0 ft2 5 ft 4 in 1 ft0 in None None 3 E=>W 4 Vinyl Low-E Double Yes 0.33 0.21 N 8.3 1`12 1 ft 4 in 1 ft 0 in None None 4 E=>W 4 Vinyl Low-E Double Yes 0.33 0.21 N 5.0 ft2 1 ft 4 in 1 ft 0 in None None 5 E=>W 4 Vinyl Low-E Double Yes 0.33 0.21 N 8.0 ft2 1 1`1:4 in 1 ft 0 in None None 6 S=>N 7 Vinyl Low-E Double Yes 0.33 0,21 N 54.0 ft2 8 ft 4 in 1 ft0 in None None 7 W=>E 8 Vinyl Low-E Double Yes 0.33 0.21 N 8.3 ft2 1 ft 4 in 1 ft 0 in None None 8 W=>E 8 Vinyl Low-E Double Yes 0.33 0.21 N 54.0 ft2 1 ft 4 in 1 ft 0 in None None 9 W=>E 8 Vinyl Low-E Double Yes 0.33 0,21 N 13.5 ft2 1 ft 4 in 1 ft 0 in None None 10 W=>E 8 Vinyl Low-E Double Yes 0.33 0,21 N 6.0 ft2 1 ft 4 in 11`1:0 in None None 11 N=>S 9 Vinyl Low-E Double Yes 0.33 0.21 N 60.0 ft2 1 ft 4 in 1 ft 0 in None None 12 E=>W 10 Vinyl Low-E Double Yes 0.33 0.21 N 15.0 ft2 1 ft 4 in 1 ft 0 in None None 13 E=>W 10 Vinyl Low-E Double Yes 0.33 0.21 N 5.0 ft2 1 ft4 in 1 ft 0 in None None 14 E=>W 10 Vinyl Low-E Double Yes 0.33 0.21 N 36.0 ft2 1 f1:4 in 1 ft 0 in None None 5/14/2018 2:05 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered orientation => chan ed to As Built rotated 180 de rees. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 15 S=>N 11 Vinyl Low-E Double Yes 0.33 0.21 N 36.0 W 1 ft 4 in 1 ft 0 in None None 16 S=>N t i Vinyl Low-E Double Yes 0.33 0.21 N 15.0 ft2 1 ft 4 in 1 ft 0 in None None 17 W=>E 12 Vinyl Low-E Double Yes 0.33 0.21 N 21.0 W 11 ft 4 in 1 ft 0 in None None 18 S=>N 13 Vinyl Low-E Double Yes 0.33 0.21 N 36.0 ft2 8 ft 4 in 1 ft0 in None None 19 W=>E 14 Vinyl Low-E Double Yes 0.33 0.21 N 72.0 ft2 1 ft 4 in 1 ft 0 in None None 20 W=>E 14 Vinyl Low-E Double Yes 0.33 0.21 N 5.0 ft2 1 ft 4 in 1 ft0 in None None 21 W=>E 14 Vinyl Low-E Double Yes 0.33 0.21 N 15.0 W 1 ft 41n 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 363.8 ft2 363.8 ft2 64 ft 12 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000422 3808.9 209.11 393.25 .4173 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 30 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:8.5 36 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:15 30 kBtu/hr 900 cfm 0.75 1 sys#1 2 Central Unit/ None SEER:15 36 kBtu/hr 1080 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 1 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 5/14/2018 2:05 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DUCTS ...supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 344.5 ft Attic 86.125 Default Leakage Garage (Default) (Default) 1 1 2 Attic 6 344.5 ft Attic 86.125 Default Leakage 2nd Floor (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r May 11 Jun Jul rl Au [X]1:13 Oct Nov r �Dec HeatinJan HFeb Mar Apr l May i ]Jun Jul Aug [ ] Oct Nov [X]Dec Ventin Jan Feb X Mar A r [ Ma [ ]Jun Jul Au [ ] e [x]Oct X Nov [[[ ]]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq,ft. 0 ft2 0 ft 0,3 1st Floor Default(8 lbs/s .ft. 0 ft2 0 ft 0.3 2nd Floor Name: Signature: Rating Compant: Date:-6 5/14/2018 2:05 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the Energy Performance Index, the more efficient the home. 1. New home or,addition 1. New(From Plans) 12.Ducts, location&insulation level a)Supply ducts R 6.0 2.Single-family or multiple-family 2. Sin leq family b) Return ducts R 6.0 c)AHU location Attic/Attic 3.No.of units(if multiple-family) 3. 1 4.Number of bedrooms 4. 4 13.Cooling system: Capacity 66.0 a)Split system SEER 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Groundwater source SEER/COP 6.Conditioned floor area(sq.ft.) 6. 3445 d)Room unit/PTAC EER e)Other 15.0 7.Windows,type and area a)U-factor:(weighted average) 7a. 0.330 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.210 14. Heating system: Capacity 66.0 c)Area 7c. 545.2 a)Split system heat pump HSPF b)Single package heat pump HSPF 8.Skylights c)Electric resistance COP a)U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 8.50 9. Floor type,insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood,raised(R-value) 9b. varies 15.Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF b)Gas fired,natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF 1.00 A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1.varies e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f)Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 1061. 13.0 2. Masonry(Insulation R-value) 1062. 16.HVAC credits claimed(Performance Method) 11.Ceiling type and insulation level a)Ceiling fans a)Under attic 11 a. varies b)Cross ventilation No b)Single assembly 11 b. c)Whole house fan No c)Knee walls/skylight walls 11c. d)Multizone cooling credit d) Radiant barrier installed 11d. No e)Multizone heating credit f)Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed(or exceeded)in this home before final inspection.Otherwise,a new EPL display card will be completed based on installed code compliant features. Builder Signature: * Date: C 14- ts, Address of New Home: 358 Plaza City/FL Zip: Atlantic Beach, FL 32233 5/14/2018 2:06:05 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 358 Plaza Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelo'ylae building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instailation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g)or(1)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 5/14/2018 2:06 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully Basketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 0403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 5511F(13°0)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/14/2018 2:06 PM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters'not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140OF(38°C to 600C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service.systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive Indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawispaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUIV (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVi Standard 916 5/14/2018 2:06 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected In Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section 8403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and Ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40OF(4.80C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403:10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. El the Covets. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/14/2018 2:06 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas(Mandator0he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS Ej R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. 5/14/2018 2:06 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Seabreeze Builder Name: Jewel Homes Street: 358 Plaza Permit Office: Atlantic Beach Building Dept City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Y U Owner: Jurisdiction: 261100 W x Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed, per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawispace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend bahind pli2ing and Wring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire spfl" I'cover plates and walls or g -Q a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 5/14/2018 2:06 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Jewel Homes Community: Lot: NA Address: 358 Plaza City: Atlantic Beach State: FL Zip: 32233 Airy Leakage Test ReSWts, Passing resin#s must meet either the Perforrrrarice, Prescriptive,,or ERl'rMethod �. PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per.hour at a pressure•of 0:2"inch w g.;(50 Pascals)in Climate Zones 1 and 2' Q .PERFORMANCE'or.ERI METH04The building pr dwelling unit shall be tested and verified as having an air leak age rate of not exceeding the selected ACH(5Q);value,'as�shown�on Form R405-201T(Performance)or R406`-2017(ERI),section labeled as infiltration;sub section ACH50. ACH(50),specifred'on Form R405-2017-Energy Calc(Performance).or R406-2017(ERI):. 7.000 x 60 _ 32648 — Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans nPASS is Code software calculated When ACH(50)is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0,(g),or(1)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy.Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 5/14/2018 2:06:33 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: Seabeze wrightsof ® Dater: 5/22/18 Downstairs By: Air to Air, Inc. 11578 Davis Creek Cout,JadmorMlle,FL32256Phone:904-262-4279 Fax:904-262-0772 Web:twwwalrtoairlmoom Project • • For: Jewel Homes Cooling Equipment Design Conditions Outdoor design DB: 99.3°F Sensible gain: 20233 Btuh Entering coil DB: 77.2°F Outdoor design WB: 80.0°F Latent gain: 5001 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0`F Total gain: 25234 Btuh Indoor RH: 50% Estimated airflow: . 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031 L Actual airflow: 947 cfm Sensible capacity: 21303 Btuh 105%of load Latent capacity: 5223 Btuh 104%of load Total capacity: 26525 Btuh 10511/6 of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 36.8 OF Heat loss: 16552 Btuh Entering coil DB: 69.2°F Indoor design DS: 70.0 OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031 L Actual airflow: 947 cfm Output capacity: 28200 Btuh 170%of load Capacity balance: 24 °F Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 947 cfm Output capacity: 3.6 kW 75%of load Temp.rise: 12 cF Meets all requirements ofACCA Manual S. 'pp' wrightsa t® 2018.hm050924A7 AL -pp- •�•�,•_--��ma� Rgtt•SUte®Uriversal 2018 18.0.19 RSU10246 Page 1 '� C:UJsers�Eforms2�DesktopM8 Plaza.r p Calo.MJ8 Frort Door faoss:N Manual S Compliance Report Job: Seabreeze -�- wrightsoft® p p Date: 5/22/18 Upstairs By: Air to Air, Inc. 11578 Dads Creek Gout,JacksonAlle,FL 32256 Phone:904-262-4279 Fax:904-262-0772 Web:wwwairtoaldmoom Project • • For: Jewel Homes Cooling Equipment Design Conditions Outdoor design DS: 99.3°F Sensible gain: 26034 Btuh Entering coil DB: 77.6°F Outdoor design WB: 80.0°F Latentgain: 7718 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0`F Total gain: 33752 Btuh Indoor RH: 50% Estimated airflow: 1050 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: 25HBC536A00300+FX4DNB037L Actual airflow: 1050 cfm Sensible capacity: 24360 Btuh 94%of load Latent capacity: 10440 Btuh 135%of load Total capacity: 34800 Btuh 1030/oof load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 36.8 OF Heatloss: 24449 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: 25HBC536A00300+FX4DNB037L Actual airflow: 1050 drn Output capacity: 29499 Btuh 121%of load Capacity balance: 28 T Supplemental heat required: 0 Btuh Economic balance: -99 cF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 drn Output capacity: 7.9 kW 111%of load Temp.rise: 50 f Meets all requirements of ACCA Manual S. - wrightsoft- 201640050924'.07 ...�•,.,.,M»��. � RIgM-State8Uiiversal201818.0.19RSU10246 Page �'� c:AUsers\Eforms2Vesktop1358Plaza.rup Calc=" Front Door faces:N Project Summa Job: Seabreeze -�- wrightsoft" EP1t House Byte: 5/22/18 Air to Air, Inc. 11578 Davis Creek Coui,Jacksonville,FL32256Phone:904.262-4279 Fax:904-262-0772 Web:wwwairtoalrinc.00rn D • • • For: Jewel Homes Notes: 358 Plaza Atlantic Beach,FL 32233 D- • • • ln Weather: Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 37 OF Outside db 99 OF Inside db 70 OF Inside db 75 °F Design TD 33 IF Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30704 Btuh Structure 31042 Btuh Duds 10297 Btuh Ducts 15221 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh EqIpment load 41002 Btuh Use manufacturer's data y Rate/swin multipplier 1.00 Infiltration EquipmenI sensible load 46264 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9211 Btuh Ducts 3508 Btuh Heating Co I' Central vent(0 cfm) 0 Btuh Area(ft2) 3445 3445 Equipment latent load 12719 Btuh Volume(ft3) 32648 32648 Airchan s/hour 0.28 0.15 Equipment Total Load(Sen+Lat) 58983 Btuh Equiv ch (cfm) 152 82 Req.total capacity at 0.70 SHR 5.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AH RI ref. n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 cF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. -Fk wrightsoft- 2018-Jin-05 0924:07 Right-Suite®Urlversal 2018 18.0.19 RSU10246 Page 1 C.Users;\EfonnsMesklop�358 Ptaza.np Calc-MJ8 Front Door faces:N Project Summa Job: Seabreeze Pro �- wrightsoft® Downstairs Summary oar: s/�i$ By: Air to Air, Inc. 11578 Davis CreekCou%JacksoNfie,FL32256Phors:904-262.4279 Fax:904-262-0772 Web:wwkafrtoaldmoom • Information. For: Jewel Homes Notes: 358 Plaza Atlantic Beach,FL 32233 DesicInInformation Weather: Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 37 OF Outside db 99 OF Inside db 70 °F Inside db 75 OF Design TD 33 `F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12016 Btuh Structure 13546 Btuh Duds 4536 Btuh Ducts 6687 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 2ihment load 1655Btuh Use manufacturer's data y Rate/swin multi 1' 1.00 Infiltration Equipmen�sensibleload 20233 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3472 Btuh Ducts Central vent(0 cfm) 15 0 BBttuh Heating Cooling (none) Area(ft2) 1643 1643 Equipment latent load 5001 Btuh Volume(ft3) 16430 16430 Air chanaes/hour . 0.26 0.14 Equipment Total Load(Sen+Lat) 25234 Btuh Equiv.AVF(cfm) 73 39 Req.total capacity at 0.80 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model 25HBC530AO0300 Cond 25HBC53OA00300 AHRI ref 9154945 Coil FX4DNF031 L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 22720 Btuh Heating output 28200 Btuh @ 47°F Latent cooling 5680 Btuh Temperature rise 27 cF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=24-F Backup: Input=4 kW, Output=1237913tuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 0 Ed. 2018.hm050924:07 Rght-SUteo Universal 2018 18.0.19 RSU10246 Page 2 C11.Jsers\Eforms2\DesldoP\458 Plazajw Calc=MJ8 Frort Door faces:N Project Summa Job: SeaWeze Wrlghtsoft© Project Date: 5122118 Upstairs By: Air to Air, Inc. 11578 Davis Creek CoA JacksorMlle,FL 32256 Phone:904-262-4279 Fax:904-262-0772 Web:wwwairtoalrinacom ProjeCtr Information For: Jewel Homes Notes: 358 Piaza Atlantic Beach,FL 32233 Design information Weather: Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 37 °F Outside db 99 cF Inside db 70 cF Inside db 75 °F Design TD 33 `F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 60 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18689 Btuh Structure 17498 Btuh Duds 5761 Btuh Ducts 8535 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Equipment load 24449 B ihh Use manufacturer's data y Rate/swin multipplier 1.00 Infiltration EquipmenI sensible load 26034 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5739 Btuh Ce trtrral vent(0 cfm)cts1970 B3tuuh Heating coolin (none) Area(ft2) 1802 180 Equipment latent load 7718 Btuh Volume(ftU 16218 16218 Air change 0.30 0.16 Equipment Total Load(Sen+Lat) 33752 Btuh Equiv.AVF(cfm) 80 43 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC536AO0300 Cond 25HBCS36AO0300 AHRI ref 9155179 Coil FX4DNB037L AHRI ref 9155179 Efficiency 8.5 HSPF Efficiency 12.0 EER,15 SEER Heating input Sensible cooling 24360 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 10440 Btuh Temperature rise 30 cF Total cooling 34800 Btuh Actual air flow 1050 cfm Actual air flow 1050 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.040 dmA3tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point=28-F Backup: Input=8 kW, Output=27069 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- wrightsoft- 2018-Jrm050974:07 .► ^M'• u"w+�-- Rght-SUIte®UriVersal 2018 18.0.19 RSU10246 Page 3 �� C.UsereEforms2veddopw8Plaza.np Calc=NUS Front Door faces:N - - wrightsof ' Right-J®Worksheet Job: Seabreeze Entine House Date: 5/22118 By: Air to Air, Inc. 11578 Davis Creek Court Jacksonville,FL32256Phone:904-262.4279 Fax:904-262-0772 Web:wwwalrtoaidnccom 1 Room name Entire House Downstairs 2 Exposed wall 391.0 ft 201.0 ft 3 Room height 9.5 ft 10.0 ft 4 Room dimensions 5 Room area 3445.0 ft2 1643.0 ft2 Ty Construction U-value or HTM Area (ft2) Load Area (ft2) Load number (BWhlt-(g (13drIVft2) or perimeter (ft) (Blah) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Ut/ 12C-Osw 0.091 n 3.02 3.47 652 566 1710 1961 355 329 994 1140 �--c' 3A-2ov 0.330 n 10.96 10.13 86 0 942 871 26 0 285 263 yJ 12E-Osw 0.068 a 2.26 2.25 849 772 1743 1740 300 279 630 629 LL` 3A-2ov 0.330 a 10.96 14.66 77 0 844 1129 21 0 230 308 11 12C-0sw 0.091 s 3.02 3.47 580 403 1218 1397 265 175 529 606 3A-2ov 0.330 s 10.96 2.13 153 306 1676 326 66 132 723 140 11 DO 0.390 s 12.95 14.68 24 24 311 352 24 24 311 352 y! 12E-0swu 0.068 w 226 2.25 1184 993 2242 2238 635 557 1257 1255 I-G 3A-2ov 0.330 w 10.96 14.66 191 0 2093 2801 78 0 855 1144 �j 12C-Ow 0.091 - 3.02 2.07 557 533 1610 1103 557 533 1610 1103 �--D 11 DO 0.390 n 12.95 14.68 24 24 311 352 24 24 311 352 C 16X19.0ad 0.408 1.88 1.98 2139 2139 4021 4240 337 337 634 668 F 19A-Obscp 0.295 3.68 2.69 1306 1306 4805 3517 0 0 0 0 F 2OP-13c 0.068 - 2.26 1.44 496 496 1120 713 0 0 0 0 F 22A-10 0.989 - 0.00 0.00 1643 0 0 0 1643 0 0 0 6 c)AED excursion 1342 686 Envelope loss/gain 24645 24082 8368 8648 12 a) Infiftration 5559 2180 2648 1038 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 6 1380 2 460 Appliances/other 2900 2400 Subtotal(lines 6 to 13) 30204 30542 11016 12546 Lem wtemalload -500 -500 -1000 -1000 Lesstrarder 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 30704 31042 12016 13546 15 Duct loads 34% 49% 10297 15221 38% 49% 4536 6687 Total room load 41002 46264 16552 20233 Air required(dm) 19971 19971 947 947 Calculations approved byACCAto meetall rouirementsof Manual J 8th Ed. _ - - wrightsoft^ 2018-Ju"50924:07 Right-Sults®Uriversal 201818.0.19RSU10246 Pagel Ctlsers\Efonns2Zesldop\358Plazaxtp Calc_" FrortDoorfaces:N 1- wrightsoftn Right-J®Worksheet Job: Seabreeze Entine House Date: 5/22/18 Air to Air, Inc. By- 11578 Davis Creek Court,Jacksonville,FL32256Phone:904.262-4279 Fax:904-262-0772 Web:wwKafrtoaiMnccom 1 Room name Upstairs 2 Fwd wall 190D ft 3 Room height 9.0 It 4 Room dimensions 5 Room area 1802.0 ft2 Ty Construction 1.1-value Or HTM Area (ft) Load Area Load number (Btuhft-q or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross N/PiS Heat Cool 6 Vt/ 12C-09w 0.091 n 3.02 3.47 297 237 716 821 �----G 3A-2ov 0.330 n 10.96 10.13 60 0 657 608 12E-OsN 0.068 a 2.26 225 549 493 1113 1111 t--a 3A-2ov 0.330 a 10.96 14.66 56 0 614 821 11 V,11 12C-Ow 0.091 s 3.02 3.47 315 228 689 790 L_-(G 3A-2ov 0.330 s 10.96 2.13 87 174 953 185 11 DO 0.390 s 12.95 14.68 0 0 0 0 W, 12E-Osie 0.068 w 2.26 225 549 436 984 983 L-G 3A-2ov 0.330 w 10.96 14.66 113 0 1238 1657 12C-09w 0.091 - 3.02 2.07 0 0 0 0 11D0 0.390 n 12.95 14.68 0 0 0 0 C 16X19.Oad 0.408 1.88 1.98 1802 1802 3388 3572 F 19A-Obscp 0.295 3.68 2.69 1306 1306 4805 3517 F 2OP-13c 0.068 226 1.44 496 496 1120 713 F 22A-pal 0.989 0.00 0.00 0 0 0 0 6 c)AED excursion 659 Envelope low/gain 16277 15437 12 a) Infiltration 2912 1142 b) Room ventilation 0 0 13 Internal gairm Occupants@ 230 4 920 Applianoes/other 500 Subtotal(lines 6to 13) 19189 17998 Less external load 500 500 Lesstrarrsfer 0 0 Redistribution 0 0 14 Subtotal 18689 17498 15 Dud loads 31!ft 5761 8535 Total room load 24449 26034 Air required(dm) 1050 1050 Calculations approved NACCA to meet all requirements of Manual J 8th Ed. - - w Ia"soTt- 2018-1un050924,07 " Right-SutebLhiversal 2018 18.0.19 RSU10246 Page 2 C:1Uwrs\Eforms2\Desldop\358PIaza.np Calc=MJ8 FrortDoorfaces:N -�+ wrightsofty Right-J®Worksheet Job: Seabreeze Downstairs Dale: 5/22/18 Air to Air, Inc. By, 11578 Davis CreekCout,Jacksonville,FL 32256 Phone:904.262.4279 Fax:904-262-0772 Web:WWalrtoairimoom 1 Room name Dov rdairs 1st Roor 2 Exposed xall 201.0 ft 201.0 ft 3 Room height 10.0 ft 10.0 ft heat/aool 4 Room dimensions 1643.0 x 1..0 ft 5 Room area 1643.0 ft2 1643.0 ft2 Ty Construction U-value or HTM Area (ft2) Load AreaLoad number (Btuh�$) (Btu hj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C-Osw 0.091 n 3.02 3.47 355 329 994 1140 355 329 994 1140 �-( 3A-2ov 0.330 n 10.96 10.13 26 0 285 263 26 0 285 263 V)/ 12E-Osw 0.068 a 2.26 2.25 300 279 630 629 300 279 630 629 I-G 3A-2ov 0.330 a 10.96 14.66 21 0 230 308 21 0 230 308 11 VL--G 12C-Oav 0.091 s 3.02 3.47 265 175 529 606 265 175 529 606 3A-2ov 0.330 s 10.96 2.13 66 132 723 140 66 66 723 140 11 DO 0.390 s 12.95 14.68 24 24 311 352 24 24 311 352 VEjl 12E-Osv 0.068 w 226 225 635 557 1257 1255 635 557 1257 1255 3A-2ov 0.330 w 10.96 14.66 78 0 855 1144 78 0 855 1144 f� 12C-OsN 0.091 - 3.02 2.07 557 533 1610 1103 557 533 1610 1103 l--D 11 DO 0.390 n 12.95 14.68 24 24 311 352 24 24 311 352 C 16X19.Oad 0.408 1.88 1.98 337 337 634 668 337 337 634 668 F 19A-Obsop 0.295 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-13o 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-to 0.989 0.00 0.00 1643 0 0 0 1643 0 0 0 6 c)AED excursion 686 686 Envelope losdgain 8368 8648 8368 8648 12 a) Infiltration 2648 1038 2648 1038 b) Room ventilation 0 0 0 0 13' internal gains: Occupants@ 230 2 460 2 460 Applianoeslother 2400 2400 Subtotal(lines 6to 13) 11016 12546 11016 12546 Less external load -1000 -1000 -1000 -1000 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12016 13546 12016 13546 15 Dud loads 38% 49% 4536 6687 38% 49% 4536 6687 Total room load 16552 20233 16552 20233 Air required(dm) 947 947 1 7 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ - wrigF�tsoft 2018Jun•050924:07 Rlglt-Suite®Uriversal201818.0.19 RSU10246 Page 3 CAUser8Tforms2\Desldop`358 Plazanp Calc=MJ8 Front Door faces:N -�- wrightsoft Right-J®Worksheet Job: Seabreeze Upstairs Date: 5/22/18 Air to Air, Inc. By: 11578 Davis Creek Court,Jadwonville,FL32256Phone:904-262-4279 Fax:904.262-0772 Web:www.airtoald oom 1 Room name Upstairs 2nd Floor 2 Exposedwall 190.0 it 190.0 ft 3 Room height 9.0 it 9.0 ft heaU000l 4 Room dimensions 1802D x 1.0 it 5 Room area 1802.0 ft2 1802.0 ft2 Ty Construction U-value or HTM Area (ft2) Load Area (ft2) Load number (Btutvft lg (Btuh" or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/8 Heat Cool 6 12C-Osw 0.091 n 3.02 3.47 297 237 716 821 297 237 716 821 �-C 3A-2ov 0.330 n 10,96 10.13 60 0 657 608 60 0 657 608 Vj! 12E-09N 0.068 a 2.26 2.25 549 493 1113 1111 549 493 1113 1111 l--C 3A-2ov 0.330 a 10.96 14.66 56 0 614 821 56 0 614 821 11 VL--G 12C-Osw 0.091 s 3.02 3.47 315 228 689 790 315 228 689 790 3A-2ov 0.330 s 10.96 2.13 87 174 953 185 87 87 953 185 11 DO 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 V�! 12E-Osw 0,068 w 2.26 2.25 549 436 984 983 549 436 984 983 L-G 3A-2ov 0.330 w 10.96 14.66 113 0 1238 1657 113 0 1238 1657 R 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 .0 0 0 1-p 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19.Oad 0.408 1.88 1.98 1802 1802 3388 3572 1802 1802 3388 3572 F 19A-Obscp 0.295 3.68 2.69 1306 1306 4805 3517 1306 1306 4805 3517 F 2OP-13c 0.068 226 1.44 496 496 1120 713 496 496 1120 713 F 22A-10 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 659 659 Envelope Iossbain 16277 15437 16277 15437 12 a) Infiltration 2912 1142 2912 1142 b) Room ventilation 0 0 0 0 13 Internal gains: oocupants@ 230 4 920 4 920 Appliances(oftr 500 500 Subtotal(lines6to 13) 19189 17998 19189 17998 Less eademai load 500 500 500 500 Lesstrarder 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18689 17498 18689 17498 15 Duct loads 31% 49% 5761 8535 31% 49%1 5761 8535 Total room load24449 26034 24449 26034 Air required(dm) 1050 1050 1050 1050 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ - {+ wrighYsol t� 2018JU"S 0924:07 Right-Sulte®Uriversal 2018 18.0.19 RSU10246 Page 4 O.WserdT=formsMDesldopW8 Plazanp Calc=hW Frort Door faces:N Building Analysis AJob: Seabreeze WPightsofto y Date: 5/22/18 Entire Blouse By. Air to Air, Inc. 11578 Davis Creek Cou%Jacksonville,FL32256Phone:904-262-4279 Fax:904-262-0772 Web:wmairtoaft1mcom project. • • • For: Jewel Homes ElIpsign, Conditions Location: Indoor: Heating Cooling Jacksonville NAS,FL,US Indoor temperature(°F) 70 75 Elevation: 23 ft Design TD(°F) .33 24 Latitude: 30 cN Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 7.0 59.5 Dry bulb(cF) 37 99 Infiltration: Dally range(`F) - 16 ( M ) Method Simplified Wet bulb(°F) - 80 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh4F Btuh %of load Walls 2.6 8523 21.0 Glazing 11.0 5555 13.7 W�' its Doors 12.9 622 1.5 Ceilings 1.9 4021 9.9 Floors 1.7 5925 14.6 Infiltration 1.7 5559 13.7 Glazing Ducts 10297 25.4 Piping 0 0 InfiMradon Humidification 0 0 °"C�ings Ventilation 0 0 Floors Adjustments 500 Total 1 1 410021 100.0 • • • Component Btuhfft2 Btuh %of load Walls 2.6 8439 18.4 Intemal Gains Glazing 12.8 6468 14.1 walls Doors 14.7 705 1.5 Ceilings 2.0 4240 9.3 Floors 1.2 4230 9.2 Infiltration 0.7 2180 4.8 GlazinDucts Ducts 15221 33.3 Ventilation 0 0 Internaltunal gains 42800 9.40 other Adjustments 500 Ceilings Total 46264 100.0 Floors Infiltration Latent Cooling Load=12719 Btuh Overall U-value=0.184 Btuh/W-°F Data entries checked. Ald- wrightsoft° 2018-Jurf05 09:24:08 �- _ Right-Suite®Universal 2018 18.0.19 RSU10246 Page 1 ACCA CAUsers\Eforrns2\DesldoP358Plaza.np Cale.LW Front Door faces:N Building Analysis Job: Seabreeze wrightsof ', Date: 5/22/18 Downstairs By- Air to Air, Inc. 11578DavlsCreek Court,JadmorMlle,FL=56Phone:904-262-4279 F=904.262-0772 Web:tww¢alrtoaldmoom Project Inf• • For: Jewel Homes Design Conditions Location: Indoor: Heating Cooling Jacksonville NAS,FL,US Indoor temperature(°F) 70 75 Elevation: 23 ft Design TD(°F) 33 24 Latitude: 30 IN Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 7.0 59.5 Dry bulb(f) 37 99 Infiltration: Dally range `F) - 16 ( M ) Method Simplified Wet bulb(°F - 80 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heatirig Component Btuhfft2 Btuh %of load Walls 2.7 5020 32.3 Glazing 11.0 2093 13.5 Ducts Doors 12.9 622 4.0 Well Ceilings 1.9 634 4.1 Floors 0 0 0 Infiltration 1.7 2648 17.0 Ducts 4536 29.2 Piping 0 0 Humidification 0 0 Glazing Infiltration Ventilation 0 0 Doors Ceilings Adjustments 1000 Total 16552 100.0 Component Btuh/ft2 Btuh %of load Walls 2.5 4734 24.6 Internal Gains Glazing 13.3 2541 13.2 wall Doors 14.7 705 3.7 Ceilings 2.0 668 3.5 Floors 0 0 0 Infiltration 0.7 1038 5.4 Ducts 6687 34.8 Ventilation 0 0 Internal gains 2860 14.9 Glazing Ducts Blower 0 0 Adjustments 1000 Doors Total 20233 100.0 CIIN19ration Latent Cooling Load=5001 Btuh Overall U-value=0.091 Btuh/ftz°F Data entries checked. -�- wrightsoft� 2018-.AnOS 0924:08 Right-Suite®UriversW 2018 18.0.19 RSU10246 Page 2 ACCA 0:1Users\Eforrs2\DesMopW8Plaza.rup CWc." Frort Door faces:N - - Wrightsoftm Building Analysis AJob: 8eabreeze Y Dale: 5/22/18 Upstairs By: Air to Air, Inc. 11578 Davis CreekCout,Jadcsoruille,FL 32256 Phore:904-262.4279 Fax:904-262-0772 Web:wwwairtoaldnacom Project For: Jewel Homes Pesign,Conditions Location: Indoor: Heating Cooling Jacksonville NAS,FL,US Indoor temperature(°F) 70 75 Elevation: 23 ft Design TD(°F) 33 24 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 7.0 59.5 Dry bulb(`F) 37 99 Infiltration: Daily range fl - 16 ( M ) Method Simplified Wet bulb( - 80 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft2 Btuh %of load Walls 2.5 3502 14.0 Wars Glazing 11.0 3462 13.9 is Doors 0 0 0 Ceilings 1.9 3388 13.6 Glazl Floors 3.3 5925 23.7 Infiltration 1.7 2912 11.7 Ducts 5761 23.1 I""'trag°n Piping 0 0 CefflMs Humidification 0 0 Ventilation 0 0 Floors Adjustments -500 Total 1244491 100.0 Cooling Component Btuh/ft2 Btuh %of load Walls 2.7 3705 14.0 walls Internal Gains Glazing 12.4 3930 14.8 Doors 0 0 0 Ceilings 2.0 3572 13.5 Floors 2.3 4230 15.9 Glazin Ducts Infiltration 0.7 1142 4.3 Ducts 8535 32.2 Ventilation 0 0 Internal gains 1420 5.4 Blower 0 0 Ceilings Adjustments -500 Infiltration Total 26034 100.0 Floors Latent Cooling Load=7718 Btuh Overall U-value=0.257 Btuh/ftz°F Data entries checked. -4k- wrightsoft- 2018Jim050924:08 a'�'• ^�•^- •^• ^^-^•>�^^• Right-Sdte®Uriversa1201818.0.19PSU10246 Page . CCK C:1Users06rms2TesldoP\358Plazanp Cale=" Frort Door faces:N SECTION R310 s; zPa�• s,,o• ra gilts, PLAN # EMERGENCY ESCAPE AND RESCUE OPENINGS ,rwGHNWw' 3445 8310.1 Emergency escape and rescue required.Basements,habitable attics and every PwAcTPeNce 3 sleeping-am shag have at least one operable emergency escape and rescue opening.Where ,Il! basements contain one or more sleeping rooms,emergency egress and rescue openings shag g ec1 be required in each sleeping room.Where emergency escape and rescue openings are +, ------------ ------- provided they shall have a sill height of not more than 44 inches(1118 mm)above the Hoar f e* s FS Where a door opening having a threshold below the adjacent ground elevation serves as an = _ +4.•.0.+�.:.+av� F emergency escape and rescue opening and Is provided with a bulkhead enclosure,the H 6 p° • 3 bulkhead enclosure shall comply with Section 8310.3.The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape a `r�• 6 # and rescue opening from the Inside.Emergency escape and rescue openings with a finished sill height below the adjacent ground eleva0on shall be provided with a window well In accordance with Section 8310.2.Emergency escape and rescue openings shall open directly a I r p[• § it o fl Intoe public way,or to a yard or court Nat opens to a public way. •/ = ; 5 F*rontinna. .�-,-r iN.V,Wr '!i na/ § _ S f a E 1.Basements used only to house mechanical equipment and not exceeding total Haar area of r n s�s 280 square feet(18.58 m2). 1 I � - :-yc 2 There.open to the atmosphere,where a screen escape and rescue opening shell be permitted to open Into a screen - ---------- - -------- -- 9 3 endosure, door Is provided leading away from the " ,i I I ` 7 7 residence. a s E p i b N land 1 nil lr flan Openings from a private s g.- W m,o 8310,11 Minimum opening area. b n Fid garage dlrecN Into a ream used for sleeping purposes shell t p All emergency escape and rescue openings shag have a minimum net clear opening of 5.7 a ue+si M• s 3 3 O m tT square feat(0.530 m2). a'I+ ' 0 � + cow +"`� +� h not be permitted.Other openings between the garage and 3 = rn CA ExcepHan: v rr+c y, reaidence shall be equipped with solid wood doors not less R•1 Grade Hour openings shall have a minimum not dear opening of square feet(OA65 m2). O ee p rx• • R 6 l U N 8310.1.2 Minimum opening height i- to-4 8 1 than 183lB inches(35 mm)th thickness,solid rn honeycomb € I W U o ac The minimum net dear opening height shag be 24 Inches(610 mm). s r core steel doors not less than 1 B3101nchea(35 mm)Nick,or s l g-t U @21103,3 Minimum opening width, i' 1 ' o r tH.0 ZD-ml uta Bre-rated doors.NOTr:•onprs ro eF cpr c a aSrur. ;a�.Y'; n The minimum net clear opening width shall be 20 inches(508 mm). ^ a I l g=5 6 W 8310.1.4 Operational constraints. a r ( b p D 6 /_ Emergency escape and rescue openings shall be operational from the inside of the room • R F �� g / without the use of keys,tools or special knowledge. e ( --T- i um�oRR g ggp G `e 1 m i -GOURMET KrtcHEN W n 88� • r.+nr `PA WOOD R309I tMder-Stair protection Enclosed accessible HIM __ ( I ==--`PA E f �3� 8 Z 1 space under stairs shall have walls, under-stair • CONTRACT NOTE: CONTRACT AND --I Ma a? N z a SPECIFICATIONS TAKE PRECEDENCE - M ----- a surface and any soffits protected on the enclosed > us W _ _ aft 1 I side with 1f2-Inch(12.Imm)gypsum board. m� 5"g OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. iin lilt Fµ?iu� G (y �1 OVeQ YIZE�O�aoa�ARAGE ' �E LL.r,t �F•N All e F � VI N �j E t( � SjE��g• 6 g8 RSG]1]1]p�•VRaMODiDa In combustible conshuc8on where there Is usable space both above I N Jul and below the concealed space of a fleodeeliing assembkj,draftstops shall be Installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2). F e fr--e3 I FOOTAGES A.N.5.1.): 3 : p>( DraRstopping shag divide the concealed apace Into approximately equal areas.Mere the n n r---------� 6REEZEWAY: 40.63 assemb:y Is enclosed by a floor membrane above and a cel ing membrane below, !; 6 I I I t I t 3x 3� k—S II r Dy• II COVERED ENTRY: 146.89 s$3 a in dre8stopping shall be provided In floaticeliing assemblies under the following circumstances: Duct Sized per ASHRAE Standards. s 1 p GARAGE: 363.13 • :- 1.Gelling Is suspended under the floor framing. 1' eLLL�= LANAI: 251.33FtictionLoss - q/gypElaarlraming is mnsWcted oft uss-type opelaweb or perforated members. Stat1C - •/i8 1 ST FLOOR HEATED: 1,643.36 HgIM2ND FLOOR HEATED: 1,801.115&Rood 111 Mnt.rinln Oraftstopping materiels shall not be less than 112-Inch(12.1 mm) �»+� Total CFM's -•/QOO TOTAL HEATED: 3,445.01 tt DATE: Duct Sizes shown 1n Area X Len gypsum board,318-Inch(9S I r.x.ate STORAGE• 52.26 $ mm)wood structural panels or other approved materials adequatekj supported.Oraftslapping _ I ZiaTEL - / �/ D+l5. 2/23/2D38 shag be Installed I ,a• ,a' '/Vy� OWNER'S BALCONY: 95.36 g $5. parallel to the floor framing members unless otherwise approved by the building official.The C-GEM'S OII Drs $ SLAB AREA: 2,492.03 NIB- st-ALE. Integdty of the dre65tops shall be maintained -MST _-,-.�--4 ------- - UNDER ROOF: 4429.73 - pill! ,ggp v4 =rD• a`• �@ SHEET: ,.�. .•-0„� score r.,sna• 15T FLOOR FLS 3il��a A-5 Not released for construction! aY-,P ��sl PLAN # 97.1P i%y;� 16'-09l�• IY31N' ��418Z(f � 7-01t'a 9lM7i' L1�' 11-0Y�• 2-0' pi 5� a I�'�� lot. 11 r / aia— { �2� 3 filljg s 3 s Azg6 w E P t f1j 11 2: r^o t o n O m a+ r, 3a 9 = In e N H w Ce S 1 i NOTE THE BEST IDEA: . _ rvrr tom'.xi yx\,• 9 11 8a 2 1. STAIRS ONLY 3 FEET WIDE �----� -� � ��'�°•� � ALL EXTERIOR WALLS ARE 2. SHADED AREA SHOWS WHERE THE _ �°�^�DAROOM 2X6 #2SPF @ 16 O.C. E b�xl 7 m STAIRS FALL ON THE SECOND FLOOR $ m 3. UPSTAIRS MEDIA ROOM DESTROYED 7 Lam'TT�� ` I F i111i 2 4. DESTROYS ENTIRE PLAN IN MY OPINION ba, €_ £^ t J c j ;_.r 9#1 a m 11 1 6 ^�Eg°gyp5 1r; � "/V" 6 ern t�• �� p t�DID r 1 - FOOTAGES(A-N-5-0: BREEZEWAY: 40.63; : r COVERED ENTRY: 146.899} n GARAGE: 363.13 g; P ' ,v anvEr w�mn �� I.•+ro. LANAI: 251.33 yY ----!•--_-- FLOORHEATED: 1,643.36 gg � Duct Sized per ASHRAE Standards. 1FLOOR HEATED: 1,801.71 UI, 9L HEATED: 3,445.07 _ Friction Loss - �/r ,RAGE: 52.26F DATE: StaticTotal CFM s -�a7� I ER'5 BALCONY: 95.36 2/23/2018 sal to- s-ltln• rata• 4a w• 5AREA: 2,456.97 ' Duct Sizes shown in Area X Length. ( 5scA�E: nar Til? (ER ROOF: 4394.67 �F �S 9a-,9•— TEL - 2,001 � -% y� ua.a t,�„ C-CFM's on Drawing SHEET: ?ND FLOOR PL__N Not released for construction! A-6 i EN Alpine, an ITW Company 6750 Forum Drive,Suite 305 THIS �. Orlando,FL 32837 Ge ALPINE Phone:(800)755-6001 �Esr r THTC alpineitw.com N 7p ECD IEFn r.,srxr3W -Site Information: ®� � Customer., Gleckler&Sons Buil 'Qtw Job Number 509918A JobDescription., 358 PLAZA/DWAL CTY(JEWELL)358 PLAZA/DUVAL CTY Address: I City,State,Zip; ATLANTIC BEACH, Name, Address and License#of Structural EOR if one exists for the building: Name: BRYAN MURRAY 64010 License#: BRYAN MURRAY 64010 State. Address: 157 HAMPTON POINT DR SUITE 3 ST.AUGUSTI City,State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef#: l W a893530002 Wind Standard: NA Wrnd Speed(mph): NIA Roof Load(pst): None Floor Load(pso: 40.00-10,00-0.00- 5.00 0.00-10,00-0.00-5.00 This package contains a job notes page, 45 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 108.18.0922.33140 F1 2 108.18.0922.33139 F2 3 108.18.0922.33577 F3 4 108.18.0922.33375 F4 5 1'08.18.0922:33529 F5 6 108.18.0922.33749 F6 7 108.18.0922.33000 F7 8 108.18.0922.33046 F8 9 108.18.1110.23063 F9 10 108.18.0922.33592 F10 11 108.18.0922.33327 F11 12 108.18.0922.33467 F12 13 108.18.0922.33516 F13 14 108.18.0922.33141 F14 15 108.18.0922.33624 F15 16 108.18.0922.33687 F16 17 108.18.0922.33217 F17 18 108.18.0922.33515 F18 19 108.18.1110.26773 F1 8A 20 108.18.0922.33030 F19 21 108.18.0922.33686 F20 22 108.18.0922.33656 F21 23 108.18.0922.33312 F22 24 108.18.0922.33764 F23 25 1.08.18.0922.33390 F24 26 108.18.0922.33436 F25 27 108.18.1110.33073 FT26 3-PLY 28 108.18.1110.37347 FT27 2-PLY 29 108.18.0922.33248 A28 30 108.18.0922.33484 A29 31 108.18.0922.33780 A30 32 108.18.0922.33795 A31' 33 108.18.0922.33374 EJ32 34 108.18.0922.33343 EJ33 35 108.18.0922.33233 EJ34 36 108.18.0922.33717 EJ35 ► ��, o. 64$ AUT€ �ft NA `�'utttp�i8�5,Sttiuty� This'document has been electronically signed and sealed using a Digital Signature.Printed copies without an original.signature must be 04718/2018 verified using ttie original-electronic version. - Florida Certificate of Product Approval#FL1999 Printed 4/18/2018 1111:05 AM Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32837 ALPINE Phone:(800)755-6001 AWr.V AMP.N.R alpineitw.com Site Information: Customer., Gleckler&Sons Building Supply Job Number. 509918A JobDescription: 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH," Item Seal# Truss Item Seal# Truss 37 108.18.0922.33047 EJ36 38 108.18.0922.33578 EJ37 39 108.18.0922.33311 EJ38 40 108.18.0922.33203 EJ39 41 108.18.1110.47997 HJ40 42 108.18.0922.33655 CJ41 43 108.18.0922.33716 CJ42 44 108.18.0922.33405 CJ43 45 108.18.0922.33452 CJ44 KIN ++ i ` o. 64$ r � i :• e4TE ,:Q NAL •t,1ngw This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 04/18/2018 verified usingthe original electronic version. Florida Certificate of Product Approval#FL1999 Pdrited 4/18/2018 11:11:05 AM Job Number: 509918A Ply: 1 SEQN:855758 /T48 /SY42 Cust:R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 10 FROM:RCT DrwNo: 108.18.0922.33140 ' Truss Label: F1 JB / DF 04/18/2018 8'4"8 10'4"8 18'9" 8'4"8 2' 8'4"8 2'6" _2'6"12 2'9" 2'9" 2'6"12 (TYP) =4X6 1113X4 =3X4 =3X8 =3X8 =3X4 1113X4 =4X6 A B C D E F G H NV + T S R O P O N M L K J I 1114X4 1113X4 =3X3 1116X6 1116X6 =3X3 1113X4 1114X4 18'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.167 O 999 360 T 1031 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.393 O 782 240 1 1031 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - T Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.058 B I Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing I is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.528 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -592 E-F 0 -2197 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1582 F-G 0 -1582 Lumber C-D 0 -2197 G-H 0 -592 D-E 0 -2419 Top chord 4x2 SP#2 Bot chord 4x2Maximum Bot Chord Forces Per PI Ibs Webs 4x2 SP#33 SS Dense Y( ) Chords Tens.Comp. Chords Tens. Comp. Plating Notes S-R 1180 0 N-M 2418 0 All plates are 2X4 except as noted. R-Q 1981 0 M-L 1981 0 Purlins Q-P 1981 0 L-K 1981 0 P-O 2418 0 K-J 1180 0 In lieu of structural panels or rigid ceiling use purlins O-N 2419 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI lbs TC 95 0.00 18.75 Y( ) BC 120 0.25 18.50 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers A-T 0 -1018 E-M 0 561 at 24' OC unless shown otherwise above. 911mil!mpro/0p A-S 1070 0 M-F 397 0 Hangers/Ties S F ,Gj/ S-B 0 -1061 F-K 0 -696 (J)Hanger Support Required,by others ffia•• • ••,+ �s � B-R 724 0 K-G 724 0 R-C 0 -696 G-J 0 -1061 sa + C-P 397 0 J-H 1070 0 Deflection P-D 0 -561 H-1 0 -1003 Max JT VERT DEFL:LL:0.17"DL:0.23".See detail 4® • a DEFLCAMB1014 for camber recommendations. t 0. 64.8 • a a Additional Notes z ; •'. a c +2x6 continuous strongback.See detail � * • STRBRIBR1014 for bracing and bridging AT +s•�c recommendations. e Truss must be installed as shown with top chord up. � p'®a°� A ,� ins j�!h #0 278 �i 0etats� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary. _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilin Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as appllcabgle. Appy plates to each face.otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for 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 truss in conformance with ANSI PI 1,or for handlin shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro) engineering responsibility solely for the design shown. The s iiPabllity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindus .cam;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855761 /T54 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33139 Truss Label: F2 JB / DF 04/18/2018 8'4"8 10'4"8 16'8"8 8'4"8 T 2' 6'4" 'I 2'6" 2'6"12 2'9" (TYP) =4X6 1113X3 =3X4 =3X8 1113X3 =3X3 =4X6 A B C D E F G H -/-V---T + N R Q P O N M L K J I 1113X4[3][3] 1113X3 =3X3 ' 1116X6 1113X3 =3X3 1113X4[16][16] 16'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.160 M 999 360 R 919 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.338 M 791 240 1 919 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - R Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.050 B I Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing I is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.795 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.498 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.449 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): I -B 0 -516 E-F 0 -1870 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1360 F-G 0 -1344 Lumber C-D 0 -1814 G-H 0 -521 D-E 0 -1880 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Maximum Bot Chord Forces Per PI Ibs Webs 4x2 SP#3 Y(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes Q-P` 1029 0 M-L 1880 0 All plates are 2X4 except as noted. P-0 1683 0 L-K 1668 0 Plate Shift Table O-N 1683 0 K-J 1031 0 N-M 1883 0 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [3] W3X4 1.75 L 1.25 [16] W3X4 1.75 R 1.25 Webs Tens.Comp. _ Webs Tens. Comp. Purlins A-R 0 -907 F-K 0 -582 In lieu of structural panels or rigid ceiling use purlins A-Q 934 0 K-G 565 0 to laterally brace chords as follows: j �P�►OPdp� Q-B 0 -924 G-J 0 -919 Chord Spacing(in oc) ) End(ft) � _ p C/ � �ry g_p 597 0 J-H 943 0 0.00 TC 120 0.00 16.BC 120 0.25 71 P-C 0 -563 H-1 0 896 Apply purlins to any chords above or below fillers ®@`e+''(°' A r� o®�' s!+ L-F 628 0 at 24"OC unless shown otherwise above. Hangers/Ties is19 (J)Hanger Support Required,by others 648 -0e ■ A ■ y 1� r 7S Additional Notes � 9 r ■ ■ w +2x6 continuous strongback.See detail a STRBRIBR1014 for bracing and bridging s "� o j +.■��I recommendations. �, re F to °+ ��.` Truss must be installed as shown with top chord up. �,�1{`Q'+. "� o" ��a`Z�, #0 278`'14` , /ON 1L V� wuaetatarsut�►� 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r6id ceilin Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Applgy plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. f�efer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the m ffwco,,,,,,,,,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa�e,, 6750 Forum Drive listing this drawing indicates acceptance of ro esslona engineering responsibility solely for the design shown. The sui ability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855764 /T49 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33577 Truss Label: F3 JB / DF 04/18/2018 8'4"8 10'4"8 197- 8'4"8 2' 8'9"8 2'6" 2'6"12 2'9" 10 —2'6"12 —�{�2'6"12 —a{ (TYP) 4X6 II 13X4 =3X4 =3X8 =3X3 =3X4 [I 13X4 =-4X6 A B C D E F G H I T N U T S R Q P O N M L K J 1114X4 1113X4 =3X3 1116X6 =3X3 =3X3 III 3X4 1114X4 19'2" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt.NA Ce:NA VERT(LL): 0.169 E 999 360 U 1054 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.365 O 859 240 J 1054 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 K - - U Min Brg Width Req= - EXP:NA Des Ld: 55.00 ght:NA ft HORZ(fL): 0.044 B - - J Min Brg Width Req= 1.5 Mean Hei NCBCLL:10.00 TCDL: ei psf Code/Mise Criteria Creep Factor:2.0 Bearing J is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.470 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.523 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -607 E-F 0 -2524 Wind Duration:NA WAVE VIEW Ver:17.02 02A 1213.21 B-C 0-1627 F-G 0 -2277 Lumber -2276 G-H 0 -1627 D-E 0 -2527 H-1 0 -607 Top chord 4x2 SP SS Dense Bot chord 4x2Maximum Bot Chord Forces Per PI Ibs Webs 4x2 SP#33 SS Dense Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes T-S 1211 0 O-N 2481 0 All plates are 2X4 except as noted. S-R 2041 0 N-M 2040 0 Purlins R-Q 2041 0 M-L 2040 0 Q-P 2526 0 L-K 1211 0 In lieu of structural panels or rigid ceiling use purlins P-0 2527 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI lbs TC 117 0.00 19.17 y(Ibs) BC 120 0.25 18.92 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers A-U 0 -1041 F-N 0 413 at 24"OC unless shown otherwise above. fRflitdtlpyyB` A-T 1097 0 N-G 413 0 Hangers/Ties � 5 r, e®d 4�'� T-B 0-1089 G-L 0 721 (J)Hanger Support Required,by others ®+® . ■P+�°Cf �bpw B-S 750 0 L-H 750 0 •+ °a S-C 0 -721 H-K 0 -1089 6° a Deflection ♦ C-Q 440 0 K-1 1097 0 a Max JT VERT DEFL:LL:0.17"DL:0.21".See detail o° J + Q-D 0 -576 I-J 0 -1026 DEFLCAMB1014 for camber recommendations. : 64 : O-F 475 -225 � o P Additional Notes .* A +2x6 continuous strongback.See detail e STRBRIBR1014 for bracing and bridging r recommendations. 3 Truss must be installed as shown with top chord up. �!� ---4614 ° I ^ + rr`9 #0 278 7YPYy� � 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache, rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcabge. Applgy plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, �,�,,r,,. truss in conformance with ANSI PI 1,or for handling,shippinqq,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro)esslonar engineerin responsibility solely for the design shown. The suigability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855768 /T13 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33375 Truss Label: F4 JB / DF 04/18/2018 8'4"8 10'4"8 207"8 8'4"8 2' 10'3" 2'6"---� (TYP) 2'6"12---+ --2'9" 2'3"— 2'6"12— 2'6"12 W=3X4 =4n_X6 1113X4f4][4] =4X4 =3X1)8 =3X3 F 3X3 =3X4 1113X4[ 211][21] =4X)6 B N X W V U T S RQ P O N M L K 1114X4[3][3] 1113X4[5][5] =3X3 1116X6 =3X3 =3X3 1113X4[20][20] 1114X4[22][22] W=H0310 20'7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.258 E 934 360 X 1134 /- /_ /_ /_ /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.521 E 642 240 K 1134 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 L - - X Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.048 L K Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing K is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.701 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.569 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft p Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): A-B 0 -660 F-G 0 -2904 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 0 -1785 G-H 0 -2550 Lumber Additional Notes C-D 0 -2547 H-1 0 -1787 D-E 0 -2914 I-J 0 -660 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: +2x6 continuous strongback.See detail E-F 0-2904 Bot chord 42 SP SS Dense STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. W-V 1319 0 Q-P 2918 0 Plate Shift Table V-U 2253 0 P-0 2819 0 U-T 2253 0 O-N 2256 0 JT Plate Chord JT Plate Chord T-S 2909 0 N-M 2256 0 No Size Shift Bite No Size Shift Bite [ S-R 2914 0 M-L 1318 0 3] W4X4 2.25 L 1.25 [4] W3X4 S 1.50 [5] W3X4 1.75 L 1.25 [20] W3X4 1.75 R 1.25 R-Q 2918 0 [21] W3X4 1.25 R 1.50 [22] W4X4 2.25 R 1.25 Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. 4Rl8pdtlt In lieu of structural panels or rigid ceiling use purlins t"114"" A-X 0 -1121 G-0 0 -484 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) e04 A-W 1194 0 O-H 514 0 TC 84 0.00 20.62 g ••° •0 ' W-13 0 -1187 H-M 0 -818 BC 120 0.25 20.37 B-V 841 0 M-1 844 0 Apply purlins to any chords above or below fillers ® l� ® V-C 0 -816 I-L 0 -1186 at 24' OC unless shown otherwise above. s a C-T 524 0 L-J 1194 0 Hangers/Ties a �}• 648 e T-D 0 -740 J-K 0 -1106 Han 9 ; e E-P 276 -387 (J)Hanger Support Required,by others e • Deflection a• i ®eg C Max JT VERT DEFL:LL:0.26"DL:0.29".See detail 'p� F, fi t� •• �� DEFLCAMB1014 for camber recommendations. °++® 4 oR`9•'•° w`y` 40N I. 40 278 rll,�, dtldi78a8I!RA1lit83 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each faceofptruss and position as shown above and on the Join Details, unless noted otherwise. F7efer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANWCOMPAW truss in conformance with ANSI 1,or for handl%shipping,installation and bracing of.trussesA seal on this drawing or cover pa�e,. 6750 Forum Drive listing this drawing indicates acceptance of ro esslona engineering responsibility solely for the design shown. The s i ability and use of this drawing for any structure is the responsibility of the responsibility Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855704 /T50 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33529 Truss Label: F5 JB / DF 04/18/2018 L 8'4"8 10'4"8 I 207"8 8'4"8 r 2' 10,3" "1 (TYP) 2'6"12-- —2'9" 2'3" 2'6"12 2'6"12 W=3X4 =4X6 =4X4 =3X6 =3X8 1113X3 =3X3 =3X4 1113X4[22][22] =4X6 A B C D E F G H I J VA I N Y X W V U TS P ya 1 =4X6 =4X4 =3X3 1116X6 — 1114X14 Q —8X8 =3X03 N 1113X4[21][21] 1114X4[23][23] K 8X14(**) 1113X12 20'7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.374 T 645 360 Y 1134 /- /_ /_ /_ /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.655 T 469 240 K 1134 /- /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.061 B - - Y Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.083 B K Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing K is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.974 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.787 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.638 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): 1 -B 0 -898 F-G 0 -3232 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -2441 G-H 0 -2501 Lumber Additional Notes C-D 0 -3462 H-1 0 -1787 D-E 0 -3751 1-1 0 -660 Top chord 4x2 SP SS Dense:T2 42 SP#2: +2x6 continuous strongback.See detail E-F 0-3232 Bot chord 4x2 SP#2:131,B2 42 SP SS Dense: STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 1791 0 R-Q 3080 0 (**)1 plate(s)require special positioning.Refer to W-V 3088 0 Q-P 509 0 scaled plate plot details for special positioning V-U 3088 0 Q-P 2399 0 requirements. U-T 3746 0 P-0 2908 0 Plate Shift Table T-S 3751 0 O-N 2267 0 S-R 889 0 N-M 2267 0 JT Plate Chord JT Plate Chord S-R 2856 0 M-L 1317 0 No Size Shift Bite No Size Shift Bite R-Q 653 0 [21] W3X4 1.75 R 1.25 [22] W3X4 1.25 R 1.50 11lf80Ut18 [23] W4X4 2.25 R 1.25 k1BPj Maximum Web Forces Per Ply(Ibs) Purlins �,�°�• �,�o Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins p•*•`g ®e ai A-Y 0 -1122 Q-G 560 0 to laterally brace chords as follows: v°e f 49 ®4® y A-X 1339 0 G-0 0 -735 Chord Spacing(in oc) Start(ft) End(ft) +® w X-B 0 -1327 O-H 408 0 TC 84 0.00 20.62 q BC 120 0.25 20.37 0` Q Ca< ® B-W 967 0 H-M 0 837 Apply purlins to any chords above or below fillers 4 : W C 0 -937 M-I 847 0 at 24' OC unless shown otherwise above. ® / e C C-U 555 0 1-L 0 -1185 a f m U-D 0 -582 L-J 1193 0 Hangers/Ties � •° R-E 634 0 J-K 0 -1106 (J)Hanger Support Required,by others a-� "v •' E-Q 0 -1067 Deflection ��J�eee+ ®R0+°••��,, Max JT VERT DEFL:LL:0.37"DL:0.38".See detail ��iy� e°a.e:u••®° � `' DEFLCAMB1014 for camber recommendations. #0 278 t; Al- 0 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin msjalled per BCSI sections B3,B7 or 910, as applicabgle. Apply Oates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,v,,,wco,,AW truss in conformance with ANSIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 6750 Forum Drive listing this drawing indicates acceptance of pro)essiona engineering responsibility solely for the design shown. The sui ability Suite For and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icesafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855711 1 T14 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.33749 Truss Label: F6 Page 1 of 2 JB / DF 04/18/2018 * 8'4"8 10'4"8 1410"8 8,4„8 r 2' r 4,6„ {e 2'6"—�}�2'6"1 2�{� --2'9"�{ 2'3"—�—110"8—a{ (TYP) =4X6 =4X4 =3X6 =3X8 1113X4 =3X415] 1114X4 A B C D E G N s S =4X6 =4XC4 P =3XC3 1116X6 J a L K _ 1114X14 —8X8 1113X4 H 8X14(**) 1114X10 14'10"8 Ai Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.283 N 609 360 S 818 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.518 N 449 240 H 818 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - S Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.066 B H Min Brg Width Req= 1.5 rigid NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing H is a g' surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.726 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.435 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-13 0 -612 D-E 0 -1860 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-1583 E-F 0 -1176 Lumber Additional Notes C-D 0 -2004 Top chord 4x2 SP SS Dense +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2:131,B2 42 SP SS Dense: STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Com Webs 4x2 SP#3 recommendations. p p• Plating Notes Truss must be installed as shown with top chord up. R-Q 1217 0 M-L 435 0 Q-P 1931 0 M-L 1398 0 All plates are 2X4 except as noted. P-0 1931 0 L-K 1513 0 (**)1 plate(s)require special positioning.Refer to O-N 1871 0 K-J 588 0 scaled plate plot details for special positioning N-M 1860 0 J-1 708 0 requirements. Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-S 0 -808 E-K 0 -1256 [15] W3X4 1.50 R 1.25 A-R 914 0 K-F 767 0 x 1� ®lAggp� R-B 0 -898 F-I 0 -843 Purlins y� � B-Q 545 0 I-G 745 0 In lieu of structural panels or rigid ceiling use purlins •® ■•e• Q-C 0 -504 G-H 0 -767 to laterally brace chords as follows: a®s®°, oe L-E 740 0 Chord Spacing(in oc) Start(ft) End(ft) �1 ° s TC 119 0.00 14.87 •� BC 120 0.25 13.00 a° �qp BC 75 13.00 14.62 a 648 • Apply purlins to any chords above or below fillers w at 24"OC unless shown otherwise above. a o Deflection a ��-E a• Max JT VERT DEFL:LL:0.28"DL:0.27".See detail a °d • CV k DEFLCAMB1014 for camber recommendations. RN #0 ��y If�`-(! °•<erenu.'i°�° � tree #0 278aa' s NAI t 04/18/2018 **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 handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached r! id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 610, as appllcabgle. Applgy plates to each face ofPtruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildjn/$c�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,m ova,,. truss in conformance with ANSI 1,or for handl%shipping,installation and bracing of.trussesA seal on this drawing or cover pa e., 6750 Forum Drive listing this drawing indicates acceptance of pro)esslonaq engineering responsibility solely for the design shown. The suiPablllty and use of this Qawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.or;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855711 /T14 /SY42 Cust:RR9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 4 FROM:RCT DnwNo: 108.18.0922.33749 Truss Label: F6 Page 2 of 2 JB / DF 04/18/2018 Hangers/Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions:0' Bearing S (0',107"2)HU48 Supporting Member:(3)2x8 SP SS Dense (10)0.148"x3.25"nails into supporting member, (4)0.148"x3.25"nails into supported member. i�Vp••*a• a a••+®♦ � 648 1 4 • • Cl 4 @ Cl i A � j� bas ma.a #0 278'-"i`, 0 N A r ' k!ll8gtl{�8tU161l� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN iTYICCI-ANY truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindus".com;ICC: w,v v.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855714 !T15 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33000 Truss Label: F7 JB / DF 04/18/2018 8'4"8 10'4"8 14'10"8 8'4"8 T 2' 4-6„ 'I 2'6" .1. 2'6"12 2'9" (TYP) 1113X4 =4X6 =3X3 =3X4 =3X8 1116X6 1113X4 =2X4 T A B C D E F G + 3�8 N 7V Q P O N M L K J I rj 1112X4 1113X4 =3X3 1112X4 =3X3 1116X6 =4X8 1113X4 1112X4 14'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.221 L 781 360 Q 818 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.448 L 519 240 1 805 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - Q Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.073 B - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing I is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.854 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.626 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.388 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -449 D-E 0 -1380 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1163 E-F 0 -1367 Lumber C-D 0-1470 F-G 0 -422 Top chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 42 SP SS Dense Webs 42 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes P-0 893 0 M-L 1388 0 O-N 1419 0 L-K 1380 0 All plates are 3X4(R)except as noted. N-M 1419 0 K-J 900 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) A-Q ' 0 -807 K-F 815 0 TC 120 0.00 14.62 A-P 812 0 F-J 0 -862 BC 120 0.25 14.62 P-B 0 -801 J-G 761 0 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. filit"Iftd111411" B B-C-O 486 6 0 G-1 0 720 -446 Hangers/Ties (J)Hanger Support Required,by others ®ao4°'g m $a•®®. Deflection °® '✓/ Max JT VERT DEFL:LL:0.22"DL:0.23".See detail DEFLCAMB1014 for camber recommendations. : Q, 648 a a Additional Notes +2x6 continuous strongback.See detail ® +` STRBRIBR1014 for bracing and bridging ,,�«° ATE :• recommendations. y • Truss must be installed as shown with top chord up. >yo•m�L®R\Voo±��*, 40278 t�f 1416tb6� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCS]sections B3,B7 or 910, as applicable. Appy plates to each face oftrussand position as shown above and on the Joint9Detalls, unless noted otherwise. f2efer to ALPINE drawings 160A-Z for 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 mnwco,wpm truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suiCability Suite 305 and use of this drawing for any structure is hre responsibility of the engineering Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC:w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 rFR 855717 /T53 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 4 RCT DrwNo: 108.18.0922.33046 Truss Label: F8 of 2 JB / DF 04/18/2018 10'9" 12'9" 1 16'11"8 10'9" 1 2' 147"8 2'6"—� 2'6"12 2'6"12�{ 11'2"8 (TYP) 1113X4[1][1] 2X4 =3X3 =3X4 =3X3 =3X6 1112X4 1114X4 =4X6 A B C D E F G H 33"8 R Q P O N M L K J 1 1112X4 1113X4[3][3] =3X3 1112X4 =3X3 =3X3 1114X4 =4X6 1113X4[16][16] 1112X4 16'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.327 L 603 360 R 920 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.620 L 424 240 1 933 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.060 B - - R Min Brg Width Req= 1.5 EXP:NA Des Lc: 55.00 HORZ(TL): 0.085 B I Min Big Width Req= - Merigid NCBCLL: 10.00 TCD Height:NA ft L:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing R is a 9�d surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.987 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.840 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -529 E-F 0 -1657 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1382 F-G 0 -1640 Lumber C-D 0 -1871 G-H 0 -484 D-E 0 -1939 Top chord 4x2 SP SS Dense Bot chord 4x2SS Dense Maximum Bot Chord Forces Per PI lbs Webs 4x2 SP#33 Y(lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Q-P 1052 0 M-L 1669 0 JT Plate Chard JT Plate Chord P-0 1707 0 L-K 1657 0 No Size Shift Bite No Size Shift Bite O-N 1707 0 K-J 1064 0 [1] W3X4 1.25 L 1.25 [31 W3X4 1.75 L 1.25 [16] W3X4 1.75 R 1.25 N-M 2031 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) StA-R 0 -857 E-L 0 396 0.25 16.96 iR�i tl�ij/ A-Q 955 0 F-K 0 -540TC 113 1 0 BC 120 0.25 16.71 flr6f B-P 594 G_ 1070 -1046 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. '°•v' ° e .° P-C 0 -568 J-H 875 0 M-E 539 0 H-1 0 858 Deflection e F ra Max JT VERT DEFL:LL:0.33"DL:0.31".See detail + $ DEFLCAMB1014 for camber recommendations. , 648 ¢ 4 a Additional Notes n° +2x6 continuous strongback.See detail r i STRBRIBR1014 for bracing and bridging recommendations. f Truss must be installed as shown with top chord up. Z ORO .°®`��`� P a��A4p0�=gia0a�� #0 278 �/sigrttaaiUttt6b 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracinq ins�ailed per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnwCOv„ truss in conformance with ANSI PI w,. PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustryxom;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855717 /T53 /SY42FD,,No: R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 4 FROM:RCT 108.18.0922.33046 Truss Label: F8 Page 2 of 2 / DF 04/18/2018 Hangers/Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=16'8"8 uses the following support conditions:16'8"8 Bearing I (16'8"8,10'1"2)THA426 Supporting Member:(1)4x2 SP#2 (4)0.162"x3.5"nails into supporting member, (4)0.148"x1.5"nails in flange and (6)0.162"x3.5"nails into supported member. 108rrrr t��lf`f' r OV 006 oQ f °s e o. s a e a e .. a %4 E j 0)@ice #0 278 tdltt +btt111� 04/18/2018 **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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached did ceilin Locations shown for permanent lateral restraint of webs shall have bracingInstalled per BCS]sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N 11 W COMMAN1 truss in conformance with ANSI P1 1,or for handlin shippintq,installation and bracing of trussesA seal on this drawing or cover pafge.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855742 /T1 SY42 Cust:R9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.1110.23063 Truss Label: F9 / DF 04/18/2018 7' "12 19'9"8 $ I` )S4 , „3'I 10'9" 12'9" 17'2"8 6'9 22"l 5 1[�11' 10'9" 2' 4'5"8 13 1"13 2'6"-� (TYP) 17"12 1114X6 =W=3X4 =3X6 1114X6[241[241 =2X4 1114X6(4][4] =4X6 1113X3 =3X6 =3X3 =3X3 1117X6[22][22] =2X4 A B C D E F GH I J K N Z Y X W V U T S R Q P O N M 1112X4 1115X5 1114X4[5][5] 1112X4 W 1113X4181[81 0310 3X3 1113X3 1114X4 1112X4 -=3X3 1117X6[21][21] =6X6[23] 1113X4 = 21'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.383F 651 360 Z 1468 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.671 F 473 240 M 2500 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.063 N - - Z Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:Mean Height:NA ft HORZ(TL): 0.086 N M Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings Z&M are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.906 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Maximum Top Chord Forces Per Ply(lbs)Rep Factors Used:Yes Max Web CSI: 0.764 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -890 F-G 0 -5094 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 0 -2480 G-H 0 -5094 Lumber Additional Notes C-D 0 -3727 H-1 0 -4927 D-E 0 -4549 1-1 0 -4584 Top chord 4x2 SP M-31 :T2 4x2 SP SS Dense: +2x6 continuous strongback.See detail E-F 0 -4993 J-K 0 -1572 Bot chord 4x2 SP SS Dense STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3:W24,W28 4x2 SP#2: recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Y-X 1779 0 S-R 4993 0 TC:From 100 plf at 0.13 to 100 plf at 21.17 X-W 3191 0 R-Q 5001 0 BC:From 10 plf at 0.00 to 10 plf at 21.29 W-V 3191 0 Q-P 5110 0 TC:1651 Ib Conc.Load at 17.15 V-U 4208 0 P-0 4723 0 Plate Shift Table U-T 4208 0 O-N 3148 0 JT Plate Chord JT Plate Chord T-S 4986 0 No Size Shift Bite No Size Shift Bite [4] W4X6 S 1.50 [5] W4X4 2.50 L 1.25 InuffWJJ Maximum Web Forces Per Ply(Ibs) [22] W7X6 1 7S L 1.50 1.25 [23] W6X6 4.2S L 1.50 ,� 5s��lJ® f®, Webs Tens.Comp. Webs Tens. Comp. [24] W4X6 1.25 R 1.50 `,�++�� r? da ,per A-Z 0 -1373 D-T 614 0 War..,,• 4;y A-Y 1605 0 T-E 0 -738 Purlins °e* Y-B 0-1603 I-O 0 -2089 In lieu of structural panels or rigid ceiling use purlins +T e ° B-X 1265 0 0-1 2560 0 to laterally brace chords as follows: b oo °e X-C 0 -1239 J-N 0 -2940 Chord Spacing(in oc) Start(ft) End(ft) e C-V 934 0 N-K 2836 0 TC 70 0.25 21.04 • V-D 0 -869 K-M 0 -2348 BC 120 0.25 21.04 i 3 Apply purlins to any chords above or below fillers e • at 24' OC unless shown otherwise above. Deflection °0poe Fo+ Max JT VERT DEFL:LL:0.38"DL:0.29".See detail `�yap°eee�OR`Vs®®•��r>A DEFLCAMB1014 for camber recommendations. Pi 4 a••�•' N �A `� 'jOiVAI. 40278 �r,�,,ft0�lwt►Jttr�etuttttt 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face,ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wmvcoMcaur truss in conformance with ANSIl�PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawing indicates acceptance of proTessronaf engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.l instorg;SBCA:www.sbcindusl .com;ICC: www.icesafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855746 /T9 / SY42 Cust:R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 3 FROM:RCT DrwNo: 108.18.0922.33592 Truss Label: F10 JB / DF 04/18/2018 10.91. 129 21'3"8 1019" 2' 8'6"8 2,6„ 2'6"12 (TYP) —2'6"12 _2'6"12�{ �{ �—2'6"12 W=3X4 1114X4 =4X4 =4X4 =3X3 =3X6 1113X4 =4X4 =4X4 =4X6 A B C D E F G H I J K \/V+Ni V--VN7V T 38 N Y X W V U T S R Q P O N M L 1114X4[3][3] 1113X4[5][5] =3X3 =3X3 1114X4 1113X4 =3X3 1113X4[21][21] 1114X4[23][23] W=H0310 21'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.286 R 871 360 Y 1158 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.546 E 633 240 L 1171 /_ /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.051 B - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Hght:NA ft HORZ(TL): 0.072 B - - L Min Brg Width Req= 1.5 ei NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:2.0 Bearings Y&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.802 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.591 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft p Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -688 F-G 0 -3108 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 0 -1860 G-H 0 -2666 Lumber C-D 0 -2678 H-1 0 -2666 Top chord 42 SP SS Dense:T2 4x2 SP#2: D-E 0 -3076 1-1 0 -1860E-F 0 -3117 J-K 0 -685 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 1369 0 R-Q 3117 0 Plate Shift Table W-V 2353 0 Q-P 2989 0 V-U 2353 0 P-0 2357 0 JT Plate Chord JT Plate Chord U-T 2977 0 O-N 2357 0 No Size Shift Bite No Size Shift Bite [3] W4X4 2.50 L 1.25 [5] W3X4 1.75 L 1.25 T-S 2977 0 N-M 1367 0 [21] W3X4 1.75 R 1.25 [23] W4X4 2.25 R 1.25 S-R 3121 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins ii€f3111tr> Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: a {�S ��t�f A-Y 0 -1084 Q-G 786 -106 Chord Spacing(in oc) Start(ft) End(ft) TC 92 0.25 21.29 ••• • ef® A-X 1241 0 G-P 0 623 BC 120 0.25 21.04 v,� •°° CO°°® 6* X-B 0 -1229 P-1 539 0 Apply purlins to any chords above or below fillers L�l o°°�` *'°4° B-W 885 0 I-N 0 -866 at 24' OC unless shown otherwise above. . W-C 0 -861 N-J 889 0 C-L) 567 0 J-M 0 -1230 �A e Deflection o d• � a U-D 0 -538 M-K 1237 0 Max JT VERT DEFL:LL:0.29"DL:0.30".See detail e ; s S-E 206 -396 K-L 0 -1142 DEFLCAMB1014 for camber recommendations. ; F-Q 31 -502 Additional Notes .° I`i l E e°e +2x6 continuous strongback.See detail % ts, �/ STRBRIBR1014 for bracing and bridging � �•°•m�c(��`�n•" ,1 AN recommendations. n`••,.:ac°qO Truss must be installed as shown with top chord up. #0 278 fiy�u�®NA ""°�rsrat+ta>ieteettiH°� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per.BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCS]sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wmvcon+rwv truss in conformance with ANSI PI 1,or for handling,shippinQ,Installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawing indicates acceptance of proresslonar engineering responsibility solely for the design shown. The sui gability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org:SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855855 /T12 /SY42 Gust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33327 Truss Label: F11 JB / DF 04/18/2018 1'3"4 12'4"8 t VW4+ 11'1"4 10„4�10„4 1'2"8 (TYP) 3X3 A K 3y'8 N V L U 3X3 12'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 L* 108 /- /- /- /- /148 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 240 L Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing V is a rigid surface. Des Ld: 55.00 EXP:Mean Height:NA ft HORZ(TL): 0.001 B NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:,NA TPI Std: 2014 Max BC CSI: 0.020 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: 1IIIIH111mijonj Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 12.38BC 0.25 12.13 Apply 0 purlins to any chords above or below fillers °�`Js ■ % at 24”OC unless shown otherwise above. •° b e Additional Notes r 0. a e s Truss must be installed as shown with top chord up. � ,o ° a ATE +:�Qz�R A '''��r°�1/u 114 � aeT 40278 �® tHile1Su31S 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, _ as applicable. Apply plates to each face oftruss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the mnwco,WaMr, truss in conformance with ANSIJ�PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pafge.. 6750 Forum Drive listing this drawing indicates acceptance of ro-fessionaf engineering responsibility solely for the design shown. The s i ability and use of this gnawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855749 /T10 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33467 Truss Label: F12 JB / DF 04/18/2018 4'1"8 1 52" 9'3"8 4'1"8 1'0"8 4'1"8 1 i 2'6" 1'3"12 1'3"12 (TYP) -2X43 =3X3 1112X4 1112X4 =3X3 =2X4 A B C D E F —VVF N 1 M L K J I H 1112X4 =3X3 =3X3 =3X3 =3X3 1112X4 9'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.025 C 999 360 M 499 /- !- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.050 C 999 240 H 499 /_ /_ /_ /_ /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.008 B - - H Min Brg Width Req= 1.5 Code/Misc Criteria Creep Factor:2.0 Bearings M&H are a rigid surface.10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.378 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.231 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.214 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft P Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. 1:NA GCpi:NA Plate Type(s): B-C 0 -555 D-E 0 -555 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 C-D 0 -558 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 L-K 486 0 J-1 486 0 Purlins K-J 558 0 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per PI lbs to laterally brace chords c) follows: Webs Tens.Comp. Webs ( Tens. Com Chord Spacing(in oc) Start(ft) End(ft) P� P• TC 105 0.25 9.04 BC 105 0.25 9.04 A-M 0 -462 E-I 0 428 Apply purlins to any chords above or below fillers A-L 449 0 I-F 449 0L-B 0 -428 F-H 0 462 at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. 648 4 E r a m W A ATE +so rte` ®®WbDffiWWpW � � a #0 278INA �fyfr 144 111 01 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicabl9e. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w wcoaowr truss in conformance with ANSI I�PI 1,or for handlin shipping,installation and bracing of•trussesA seal on this drawing or cover pa e•, 6750 Forum Drive listing this drawing,indicates acceptance of pro�'essionaf engineering responsibility solely for the design shown. The suiPability and use of this yawing for any structure is he responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855871 /T45 /SY42 Gust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33516 Truss Label: F13 JB / DF 04/18/2018 2'10 8" q"8 5'11" r 2'108 2' 2'10"8 3" F 2,6„ (TYP) 6X6 =6X6 3X6 A(") 6X6 6X6 =3X6 B C D(") l 3y8 N J I H G F =6X6 1113X6 =6 III X6 1113X6 1113X6 5'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.025 B 999 360 K 1467 /- /- /- /- /9.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.095 B 999 240 F 1467 /- /- !- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - K Min Brg Width Req= 1.5 Des LdEXP:NA: 55.00 ght:NA ft HORZ(TL): 0.003 F - - F Min Brg Width Req= 1.5 Mean Hei NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:2.0 Bearings K&F are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.431 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.298 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Rep Factors Used:Yes Max Web CSI: 0.485 Spacing:24.0" C&C Dist a:NA ft Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): I -B 0 -615 C-D 0 -615 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-1212 Lumber Top chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 J-1 1212 0 H-G 1212 0 Special Loads I-H 1212 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 518 plf at 0.13 to 518 plf at 5.79 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-K 0 -1518 C-G 0 -1027 (**)2 plate(s)require special positioning.Refer to A-J 1018 0 G-D 1018 0 scaled plate plot details for special positioning J-B 0-1027 D-F 0 -1518 requirements. Purlins In lieu of structural panels or rigid ceiling use purlins ft !►try�tB to laterally brace chords as follows: c,c �rlyr Chord Spacing(in oc) Start(ft) End(ft) TC 65 0.25 5.67 �� *'°• ' .®°` r�14, ;, BC 65 0.25 5.67 ♦®°` °O4♦�4T� �+ Apply purlins to any chords above or below fillers 6+ at 24"OC unless shown otherwise above. e s a e Additional Notes ® �• Truss must be installed as shown with top chord up. ® + Wall girder loading on this truss. i "04, ATE #0 278,frr%�,, 'NNA ,uue�ueu�u 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCS]sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the mrrwco,.mp, truss in conformance with ANSI 1,or for handlin,shippinlq,installation and bracing of,trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineerinct responsibility solely forthe design shown. The suiPability and use of this awrng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .com;ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855752 /T2 / SY42 Cusl:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.33141 Truss Label: F14 JB / OF 04/18/2018 i 2'10"8 'Q"8 5'11" 2'10"8 2' 2'10"8 '1 3" (NP) 3X3 —3X3 —3X3 2X4 =3X3 =2X4 A B C D TT 38 N 1 K J 1112I H G F =3X3 X4 =3X3 III 1112X4 1112X4 5'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 1 999 360 K 313 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.017 I 999 240 F 313 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 G - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 G - - F Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearin gs K&F are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.386 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.090 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.109 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bat chord 42 SP#2 Webs 42 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 65 0.25 5.67 BC 65 0.25 5.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. IP�1t e • f 4 r • a s y e **Roma.** 40 ��KltutlgS>atIgN91�� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS].Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly attached ri id ceiling Locations shown for_permanent lateral restraint of webs shall have bracincl installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the o truss in conformance with ANSI -PI 1,or for handlin,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro essronaf engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindus .com;ICC:www.icc-safe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855874 /T4 / SY42 Cusl:RR9353 JRef: 1Wa893530002 358 PLAZfVDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33624 Truss Label: F15 JB / DF 04/18/2018 1'3"4 5'5"8 F 1-3"4 + 4'2"4 1'2"8 1'4"12�{ (TYP) 3X3 A E T311 N F I X 5'S"8. Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 J 50 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 240 F* 101 /- /- /- /- /62.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - J Min Brg Width Req= 1.5 Des Ld: 55EXP:NA.00 HORZ(TL): 0.001 B - - F Min Brg Width Req= - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings J&J are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.097 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.022 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.034 Loc.from endwall:NA FT/RT:20(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 42 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.25 5.46 BC 59 0.25 5.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tRNti Additional Notes Truss must be installed as shown with top chord up. � .■ • eoob s°p, tea®Qy by 64 a a • • • w • Air c� ■•9am•• 4027 'u�wftrtaatttstttee+ 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for salPety practices prior to performing these functions. Installers shall provide temporaryry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forfpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810 as applicabgle. Apply Oates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildincc��Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rNnwcoMPua truss in conformance with ANSI 1,or for handl%shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineeringresponsibility solely for the design shown. The sui ability and use of this drawing for any structure is fhe responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855736 /T8 / SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33687 Truss Label: F16 JB / DF 04/18/2018 13} 2'6" 114118 (T'P) 1116X6 =6X6 =6X6 =6X6 1116X6 A B C D E K J I H G F 1113X6 1116X6 =6X6 =6X6 1116X6 1113X6 7'7°8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.070 B 999 360 K 1990 /- 1- 1- l- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.122 B 890 240 F 1651 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAght:NA ft HORZ(TL): 0.007 F - - F Min Brg Width Req= - NCBCLL:10.00 TCDL:Mean Height: psf Code/Misc Criteria Creep Factor:2.0 Bearing K is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.440 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.793 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft p Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-13 0 -997 C-D 0 -1952 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1944 D-E 0 -987 Lumber Top chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 J-1 1970 0 H-G 1959 0 Special Loads I-H 1936 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per PI lbs TC:From 50 plf at 0.00 to 50 plf at 7.62 Webs Tens.Comp. Webs ( Tens. Com BC:From 5 plf at 0.00 to 5 plf at 7.62 P• P• TC: 805 Ib Conc.Load at 1.10,2.44,4.44,5.77 A-K 376 -2342 D-G 0 -1673 Purlins A-J 1623 0 G-E 1665 0 In lieu of structural panels or rigid ceiling use purlins J-B 0 -1675 E-F 0 -1759 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 91 0.00 7.62 4tR4Itf0 BC 85 0.25 7.37 7% Apply purlins to any chords above or below fillers �rlrryr at 24' OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 3 °e ° 0. Additional Notes o 646 „ a Truss must be installed as shown with top chord up. • pp-y- a PrPjA @ba08ma90�G� �7 #0 278rrJ®ryp� 1QNAAL °uuaftaYaeW1110 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have brach Installed per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for 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 ,wmvcon+vu,r tr ss in conformance with ANSI Q PI 1,or for handl%p�shipping,installation and bracing of•trussesA seal on this drawing or cover page•. 6750 Forum Drive listing this drawing indicates acceptance of pro)essional engineering responsibility solely for the design shown. The su,Pabllity and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855782 !T18 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33217 Truss Label: F17 JB / DF 04/18/2018 1'3"4 13'11" 1'3"4 127'12 1'2"8 (TYP) 3X3 A M T 3F8 N 1 Z N Y 3X3 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 M 999 360 Z* 108 /- /- /- /- /167 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 M 999 240 Z Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing Z is a rigid surface. EXP:NA Des U. 55.00 Mean Height:NA ft HORZ(TL): 0.001 B NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/5(2) I:NA GCp!:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: IRQllfdp! Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 13.92 r e BC 120 0.25 ll Apply purlins to any chords above or below fillers �••°p•■ • e�••®®� � at 24"OC unless shown otherwise above. e° ~ o Additional Notes � •* o. 64.$ See detail STRBRIBR1014 for bracing and bridging a recommendations. e Truss must be installed as shown with top chord up. °a 20 #0 278 � 101VAIL a �uaa+tsentttatio 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin ins�ailed per BCSI sections B3,B7 or B10, as applicabgle. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrrWCOWMY truss in conformance with ANSIl�PI 1,or for handlinqq,�shipping,Installation and bracing oftrussesA seal on this drawing or cover pane 6750 Forum Drive listing this drawing indicates acceptance of roressionar engineering responsibility solely for the design shown. The suitability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC:w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855779 /T3 / SY42 Cust:RR9353 JRef: 1W a893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 8 FROM:RCT Dnallo: 108.18.0922.33515 Truss Label: F18 JB / DF 04/18/2018 6'9" 7' 13'11" 6,9„ 5 69„ 't 2i'1I2 2,6„ ��2'6"12 1'1"12 2'6"12 �'1,4„8 2'6"12 (TYP) 1114X14 =7X6(**) =4X6 -3X3 -3X4 1114X14 1114X10 A B C DE F G H =4X4 =3X3 =2X4 I J 33"8 N 1r 1 + U S R Q P O N M Lrq T 1112X4 1113X4 =3X3 1112X4 =3X3 3X3 1112X4 =3X3 =4X4 1112X4 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 O 999 360 U 766 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.180 0 999 240 L 753 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 B - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAght:NA ft HORZ(TL): 0.022 B - - L Min Brg Width Req= 1.5 Mean Hei NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:2.0 Bearings U&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.946 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.638 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.412 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft p Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): I -B 0 -419 F-G 0 -1089 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-1046 G-H 0 -1074 Lumber C-E 0 -1353 H-1 0 -1393 E-F 0 -1026 I-J 0 -581 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes T-S 831 0 P-0 1601 0 (**)1 plate(s)require special positioning.Refer to S-R 1249 0 0-N 1601 0 scaled plate plot details for special positioning R-Q 1249 0 N-M 1144 0 requirements. Q-P 1354 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-U 0 -757 P-G 0 382 TC 114 0.00 9.46 TC 87 9.46 13.67 lRflltptfd A-T 759 0 I-M 0 -838 �ddj BC 120 0.25 13.67 F d+f� T-B 0 -743 M-J 864 0 Apply purlins to any chords above or below fillers ,+� ••s g� B-S 388 0 J-L 0 -705 at 24"OC unless shown otherwise above. �3••e••m °'jog 0a Additional Notes 4 4 • +2x6 continuous strongback.See detail b� o STRBRIBR1014 for bracing and bridging +° �, i recommendations. : • Truss must be installed as shown with top chord up. ; ,�a ATE rPy��r,`S ••c•'a..o #0 278 1°rs eerdar,Yef�atateto��`' 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rinnid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, _ as appllcab�le. Apply Oates to each face.of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, �o,�,u,,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pafge.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA: wwW.sbcinduslry.com;ICC: www.icrsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:857249 /T20 SY421 Cust:R9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.1110.26773 Truss Label: F18A / DF 04/18/2018 ' 6'9" IT 13'11" 619„ T 5"d 6-9" 'I 2i'1I2 2'6„ 2'6"12 1'1111 f'1'4"8 2'6"12--� (TYP) =4X6 -3X3 =3X4 1114X114X14 1114X106(**) A B C DE F G H =4X4 T =3X3 =2�4 -F8 N r 1 . I I- \-. I 1 1-1 ,I V Nz��l 1112X4 U 1113X4 =3X3 1112X4 =3QX3 P 11124 =3X3 =4X4 112X4 3X3 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 0 999 360 U 766 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.180 0 999 240 L 753 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 B - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.022 B - - L Min Brg Width Req= 1.5 Code/Misc Criteria Creep Factor:2.0 Bearings U&L are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.946 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.638 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Maximum Top Chord Forces Per Ply(lbs)Rep Factors Used:Yes Max Web CSI: 0.412 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -419 F-G 0 -1089 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1046 G-H 0 -1074 Lumber C-E 0 -1353 H-1 0 -1393 Top chord 4x2 SP#2 E-F 0-1026 I-J 0 -581 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes T-S 831 0 P-0 1601 0 (**)1 plate(s)require special positioning.Refer to S-R 1249 0 O-N 1601 0 scaled plate plot details for special positioning R-Q 1249 0 N-M 1144 0 requirements. Q-P 1354 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) A-U 0 -757 P-G 0 382 TC 114 0.00 9.46 TC 87 9.46 13.67 Ittii9�t11 A-T 759 0 I-M 0 -838 �8lB® BC 120 0.25 13.67JJ� T-B 0 -743 M-J 864 0 Apply purlins to any chords above or below fillers 9� ¢ B-S 388 0 J-L 0 -705 at 24"OC unless shown otherwise above. 0�0•6% 0 goo. Additional Notes 0° j 04 • +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging o recommendations. : °s Truss must be installed as shown with top chord up. m � ,tea ATE » � c "',� #0 278 'JJJi�yeV if�1. kair�tt4uttNbt� 04/18/2018 **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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly at ri4id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCS]sections B3,B7 or 910, as appllcab-le. Appy plates to each face.o?truss and position as shown above and on the Join�Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bu'Iding Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �„ ro,,�,,",. truss in conformance with A�JSI/TPI 1,or for handlingq,,shippin ,Installation and bracing of.trussesA seal on this drawing or cover pape.. 6750 Forum Drive listing this drawing indicates acceptance of pro)esslonalq engineering responsibility solely for the design shown. The suit9ability and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www_sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855785 /T41 /SY42 Cust:R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.33030 Truss Label: F19 JB / DF 04/18/2018 4'9"8 6'9"8 7'Q"8 1311" 4'9"8 2' 13" 6'10"8 1 {�—2'6" 1'11" r 1'3"12 2'6"12 (TYP) 1113X4 1113X4 =2X4 =3X3 =3X3 1116X6 =3X4 =3X3 =2X4 A B C D E F G T 3�8 N 1 + Q P O N M L K J I 1112X4 1113X4 =3X3 1112X4 =3X8 1112X4 =3X3 III 3X4 1112X4 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.129 D 999 360 Enclosure:NA Q 753 /- /- /- /- /5.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.276 D 794 240 I 753 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.025 G - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.039 G - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings Q&I are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.473 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.360 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCp]:NA Plate Type(s): A-B 0 -413 D-E 0 -1260 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-1081 E-F 0 -1048 Lumber C-D 0 -1263 F-G 0 -419 Top chord 4x2 SP#2 Bot chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 42 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins P-0 818 0 M-L 1268 0 O-N 1256 0 L-K 1268 0 In lieu of structural panels or rigid ceiling use purlins N-M 1263 0 K-J 830 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI lbs TC 100 0.25 13.67 y(lbs) BC 120 0.25 13.67 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. A-Q 0 -700 E-K 0 -383 A-P 745 0 K-F 394 0 Additional Notes P-B 0 -731 F-J 0 -741 +2x6 continuous strongback.See detail t9ifl�1ltlfggif! B-0 489 0 J-G 756 0 STRons BRIBR a0 or bracing and bridging �a �` �( gO 1114ff O-C 0 -610 G-1 0 700 rec Truss must be installed as shown with top chord up. �� ♦+•°,t/'� s QL��♦°� 64 f i �. e • F p �!♦ C Q '1 #0 278 wlA 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cei]in Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpina,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the MMCeMPAW truss In conformance with ANSI PI 1,or for handlM shippinlq,Installation and bracing of trussesA seal on this drawing or cover patge.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The s i'ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instorg;SBCA:www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855788 /T52 !SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLA7,A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 3 FROM:RCT DrwNo: 108.18.0922.33686 Truss Label: F20 JB / DF 04/18/2018 4'9"8 6-9--8 12'3" 4'9"8 2' 5'5"8 8"12 2'6"—��1'11"---� (TYP) 1113X3 =3X3 =2X4 =3X3 =3X3 1112X4 =3X3 =4X4 A B C D E F G T �a N 1 O N M L K J I H 1112X4 1113X3 1112X4 =3X3 =3X3 1113X3[13][13] 3X3 1112X4 12'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.071 D 999 360 0 661 /- /- !- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.158 D 999 240 H 674 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.014 G - - O Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.023 G H Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings 0&H are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.725 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.643 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.306 Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -885 D-E 0 -983 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 C-D 0 -987 E-F 0 -874 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 N-M 700 0 K-J 950 0 Plate Shift Table M-L 985 0 J-1 704 0 L-K 987 0 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per PI lbs [13] W3X3 1.75 R 1.25 y(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins A-O 0 -615 F-I 0 -628 In lieu of structural panels or rigid ceiling use purlins A-N 641 0 I-G 644 0 to laterally brace chords as follows: N-B 0 -623 G-H 0 -650 Chord Spacing(in oc) Start(ft) End(ft) M-C 0 -393 TC 120 0.25 12.25 BC 120 0.25 12.00 IiflNtmtlly�Blp Apply purlins to any chords above or below fillers S' /ff� at 24"OC unless shown otherwise above. pq ep°° s ae•s I k Additional Notes +2x6 continuous strongback.See detail r a STRBRIBR1014 for bracing and bridging recommendations. o648 Truss must be installed as shown with top chord up. ® o a + S. b #0 278 ryfP�/ffZ/ONA e[tl!#ditlitlitEtit� 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applgy plates to each face.ofptruss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Aline,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the a, �a,,w,. tr ss in conformance with ANSI PI 1,or for handling,shipping,Installation and bracing of,trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawinct indicates acceptance of pro)esslonar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:w .al ineitwxom;TPI:www.t inst.org:SBCA:www.sbcindustryxom;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855791 /T51 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PLA�AIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33656 Truss Label: F21 JB / DF 04/18/2018 4'9"8 13'6"8 4'9"B 2' 6'9" � —2-6" 1'11"— F (TYP) =3X3 =3X3 =2X4 =3X3 =3X3 1112X4 =3X3 =3X3 =3X4 A B C D E F G H T 3'B (V T Q P 0 N M K J I 1112X4 =3X3 =3X31II2X4 1112X4 =3X3 =3X3 1112X4 =3X6 7'4"4 67"4 j 13'6"8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.060 C 999 360 Enclosure:NA Q 550 !- /- /- /- /5.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.113 C 999 240 L 470 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 B - - 1 522 /- /- !- /- /3.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.024 B Q Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:NAsf Bldg Code: FBC 2017 RES Max TC CSI: 0.605 1 Min Brg Width Req= 1.5 MWFRS Parallel Dist:NA Load Duration:1.00 p TPI Std: 2014 Max BC CSI: 0.503 Bearings Q,L,&I are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.244 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber B-C 0 -647 E-F 0 -565 C-D 0 -660 F-G 0 -558 Top chord 4x2 SP#2 D-E 0 -565 Bot chord 42 SP#2 Webs 42 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins P-0 558 0 M-L 656 0 to laterally brace chords as follows: O-N 663 0 L-K 599 0 Chord Spacing(in oc) Start(ft) End(ft) N-M 660 0 K-J 505 0 TC 120 0.25 13.54 BC 120 0.25 13.29 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Additional Notes A-Q 0 -510 G-J 0 -446 recommendations.See etailS RIBR1014 for bracing and bridging t�f�f��JBi� A-B 510 -494 H-H 468 0 0 500 Truss must be installed as shown with top chord up. r* D-L 0 -419 ®. 648 i r f • • ATE •a••as•• � ttT' #0 2781,``,,dt� ��` p ' ►d l lug 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, _ as applicabgle. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the �,nWCO,�,U,,. truss in conformance with ANSI PI 1,or for handl!nq,shippiniq,Installation and bracing of trussesA seal on this drawing or cover pa�e,. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The s i ability and use of this Q�awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inkorg;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855794 /T7 / SY42 Cust:R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33312 Truss Label: F22 JB / DF 04/18/2018 4'9"8 6'98 16' 4'9"8 2' 9'2"8 2'6" —1'11„—ro{ �—2'6"12 2'6"12 (TYP) =3X3 =3X3 =3X3 =2X4 =3X3 =3X3 1112X4 -3X4 =3X3 =4X4 A B C D E F G H I T 3"8 N 1 T S R Q P N ML K J 1112X4 =3X3 =3X3112X4 1112X4 =3X3 1112X4 =3X3 =3X3 1112X4 =3X6 7'4"4 87"12 16' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/def! L/# LOC R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.062 C 999 360 T 549 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 C 999 240 0 637 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - J 603 /- /- 1- /- /3.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.025 B T Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 0 Min Big Width Req= 1.5 NCBCLL: 10.00 P TCDL:NA psf J Min Bi Width Re = 1.5 Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.620 g q— BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.520 Bearings T,0,&J are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.268 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) l:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber B-C 0 -646 E-F 0 -565 C-D 0 -658 F-G 0 -741 Top chord 4x2 SP#2 D-E 0 -565 G-H 0 -726 Bot chord 4x2 SP#2 Webs 42 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins S-R 557 0 O-N 655 0 to laterally brace chords as follows: R-Q 661 0 N-M 827 0 Chord Spacing(in oc) Start(ft) End(ft) Q-P 658 0 M-L 827 0 TC 120 0.25 16.00 BC 120 0.25 15.75 P-0 654 0 L-K 612 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. ft"Ifil79 A-T 0 -509 O-F 46 -446 See detail STRBRIBRIO14 for bracing and bridging �jd recommendations. ��gfjl4 A-S 511 0 H-K 0 544 Truss must be installed as shown with top chord up. `, ey P S-B 0 -494 K-I 562 0 >� D-0 0 -414 I-J 0 -580 a o. a a � ° e pp a° P1TE ° - s o ° PP °°aao�as"Dol s/ NAL 40278 PPf PPP�� t «IlttN�ttlttto►��'t� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610 as applicable. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. AIpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwcOMPAW trTss in conformance with ANSI PI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page_. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.t insl.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855797 /T11 /SY42 [Cusl**RR9353 JRef: 1Wa893530002 358 PLA,7A/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 9 FROM:RCT rwNo: 108.18.0922.33764 Truss Label: F23 B / DF 04/18/2018 4'9"86'9"8 I 13'11"8 4'9„8 '1' 2' i 77„ 'I }� 2'6” �{�—1,11„�{ 1'8"12--1 2'6"12�{ (TYP) 1113X4 =2X4 =3X3 =3X3 =3X3 =3X4 =3X3 =4X6 A B C D E F G T �8 , N 1 Q P O N M L K J I H 1112X4 1113X4 -3X3 1112X4 1112X4=-3X3 1112X4 =3X3 1113X4 1112X4 13'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.121 D 999 360 Enclosure:NA Q 755 /- /- /- /- /5.0 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.250 D 881 240 H 768 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.021 G - - Q Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.033 G H Min Big Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings Q&H are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.471 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.361 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): I A-B 0 -414 D-E 0 -1299 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1082 E-F 0 -1053 Lumber C-D 0-1264 F-G 0 -418 Top chord 4x2 SP#2 Bot chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins P-0 822 0 L-K 1264 0 O-N 1257 0 K-J 1264 0 In lieu of structural panels or rigid ceiling use purlins N-M 1264 0 J-1 832 0 to laterally brace chords as follows: M-L 1270 0 Chord Spacing(in oc) Start(ft) End(ft) TC 118 0.25 13.96 BC 120 0.25 13.71 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. A-Q 0 -702 J-F 400 0 Additional Notes A-P 748 0 F-I 0 -745 +2x6 continuous strongback.See detail (Iii1!l�j P-B 0 -734 I-G 758 0 STRBRIBR1014 for bracing and bridging l' �/ a �j� B-0 481 0 G-H 0 -742 recommendations. m7+ 1.� �i� O-C 0 -598 Truss must be installed as shown with top chord up. •�?'`' '0.0, � / s e � e • a ®. 646 ' E y • ATE • ? FSS??'o '•••.('i.•®�l�t y, #0 278 `�'�areuffrilUWUK°� 04/18/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin ,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached Mid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections 63,B7 or 910, as applicabgle. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Aline,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �„r ro�„w,. tr ss in conformance with ANSI Q PI 1,or for handlin shippin ,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawin indicates acceptance of ro)essional engineering responsibility solely for the design shown. The suit9ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitwxcrn;TPI: www.tpinsLorg;SBCA: www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855852 /T16 /SY42 Cusl:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33390 Truss Label: F24 JB / DF 04/18/2018 1113X4 2X4 III 2X44[3] CV 11"8 D C 4X4 1112X4[2] AL-- 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 360 D 431 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.010 B 999 240 C 513 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 B - - D Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.007 B C Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.439 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.020 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Maximum Web Forces Per Ply(lbs) Rep Factors Used:Yes Max Web CSI: 0.120 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): I A-D 0 -466 B-C 0 -512 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 521 plf at 0.13 to 521 plf at 1.94 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W2X4 S 2.50 [31 W2X4 S 2.50 Purlins lntafrsrrt�ir In lieu structural panels or rigid ceiling use purlins 1q�41� to laterally brace chords as follows: f Chord Spacing(in oc) Start(ft) End(ft) °`, .'■°® �� TC 20 0.25 1.94 °s° �g®4•� BC 17 0.25 1.69 ®`°�� • Apply purlins to any chords above or below fillers ° at 24"OC unless shown otherwise above. e'• f ®. 64 • Hangers/Ties (J)Hanger Support Required,by others • s Additional Notes ^V, E ar Truss must be installed as shown with top chord up. Wall girder loading on this truss. �' ®s/LQR, *•°dry$ f ` �f6r*a1a1�9.P,+f ♦,kf�ie�V ®id I I� #0 278 �"wAw"Im fmttw��r'� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer 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,apy failure to build the ANrTWCOWAW truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawin indicates acceptance of pro)esslona engineering responsibility solely for the design shown. The suitability Suite For and use of this gnawing for any structure is tPhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 609918A Ply: 1 SEAN:855849 !T37 /SY42 Cust:RR9353 JRef: 1Wa893530002 358 PW-NDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33436 Truss Label: F25 JB ! DF 04/1812018 3X3 2X4 1112X4 A B N D C 3X4 1112X4 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 360 D 92 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 C 108 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - D Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 MeHORZ(TL): 0.001 B C Min Brg Width Req= - rigid NCBCLL: 10.00 TCD Height:NA ft L:NA psf Code/Misc Criteria Creep Factor:2.0 Bearing D is a 9�d surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.170 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.037 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.020 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 42 SP#2 Webs 4x2 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 20 0.25 1.94 BC 17 0.25 1.69 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others T64 iP[NIIfUft!ttb Additional Notes �seov, • e Truss must be installed as shown with top chord up. � 0*066' ° s o. 648 #0 278 bSrtgttt�t MAL- 04/18 018 YAC04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI an c7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins ailed per BCS[sections B3,B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the �, �,,,�,,. truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e., 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com:ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 3 SEAN:857284 /T28 FLAT Cust:R9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Oty: 1 FROM:RCT DrwNo: 108.18.1110.33073 Truss Label: FT26 3-PLY Page 1 of 2 / DF 04/18/2018 -- c 3 Complete Trusses Required ��8 1'11'8 1. -V 6'4"9 10'0"14 13'2"5 16'4"4 19'3"8 22'33 25'8"4 29'1"11 32'3"3 35'6"8 37'7" 401" 1' 3'S"1 3'8"5 3'1"7 3'1"15 2'11"3 2'11"1 3'S"1 3'5"7 3'1"8 3'3"5 2'0" 268 =8X12 =8X12 1113X8 =8X12 =1-11324(I) 1113X8 =8X12 A 61 B C D E F G H I J (a) K L M N 8 0 W27 T y'4 1 AC AB AA Z M Y 7 X W V U T S R Q P 0 1118X12(**) AD =8X12 =8X12(**) =8X12 =10X14 =H1324 =8X12 AE H1324 1113X8 2'7"8 7'1"12 15'11" 14'5"4 3'5"1 1 6'8"4 337 3'4"7 3'4"15 64"8 3'5"13 3'3"9 22"8 2' 1' 6'0"1 12'8"5 15'11"1 19'4"4 22'9"3 29'1"11 32'7"7 35'11" 38'1" 40'1'8 �27'� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.126 K 999 360 AA 7984 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.297 K 818 240 AD 16811/- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.034 N - - T 26440/- /- /- /- /5.5 Des LdEXP:NA: 55.00 HORZ(TL): 0.056 N - - AE 8023 /- /- /- /- /5.5 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 AA Min Brg Width Req= 2.3 TCDL:NA psf AD Min Br Width Re 5.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 g q= Load Duration:1.00 TPI Std: 2014 Max BC CSI: 0.997 T Min Brg Width Req= 5.5 MWFRS Parallel Dist:NA AE Min Brg Width Req= 2.7 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.899 Bearings AA,AD,T,&AE are a rigid surface. Loc.from endwall:NA FT/RT:20(0)/5(2) I:NA GCpi:NA Plate Type(s): Members not listed have forces less than 375# Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 Maximum Top Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins A-B 1396 0 G-H 0 -4121 Bot chord 2x8 SP SS Dense to laterally brace chords as follows: B-C 533 0 1-J 0 -926 Webs 2x4 SP#3:W1,W27 2x6 SP#2: Chord Spacing(in oc) Start(ft) End(ft) C-D 3237 0 J-K 0 -926 :W7,W17 2x8 SP#2: TC 87 0.54 40.12 D-E 0-2587 K-L 0 -5330 :W8,W14,W16,W18,W26 2x4 SP SS Dense: BC 117 0.00 9.77 E-F 0-4869 L-M 0 -5790 :W10,W20,W24 2x4 SP#2: BC 90 9.77 25.69 BC 89 25.69 40.12 F-G 0-4121 M-N 0 -3406 Bracing Apply purlins to any chords above or below fillers (a)Continuous lateral restraint equally spaced on at 24"OC unless shown otherwise above. Maximum Bot Chord Forces Per Ply(Ibs) member. The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. spans at 24"oc in lieu of structural sheathing. Nailnote AA-Z 0 -1264 U-T 0 -6969 Nail Schedule:0.131"x3",min.nails Additional Notes Z-Y 0 -577 T-S 0 -6969 Top Chord:2 Rows @ 3.00"o.c.(Each Row) `WARNING*A reaction exceeds 20000 lbs. Y-X 0 -2197 S-R 5270 0 Bot Chord:2 Rows @ 4.00"o.c.(Each Row) Truss must be installed a d 1'M1 p P X-W 2902 0 R-Q 6112 0 Webs :1 Row @ 4"o.c. ✓i W-V 4960 0 Q-P 3801 0 Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row ••® • •♦® , to avoid splitting. ♦a•+ °4®®+� y Maximum Web Forces Per Ply(Ibs) (1)1/2"bolts MAY BE USED FOR s Webs Tens.Comp. Webs Tens. Comp. (2)0.131"x3",min.nails ON ♦ A-AB 976 0 H-U 0 -2600 EITHER THE TOP OR BOTTOM CHORDS. e° Q* A-AA 0 -1692 U-1 7334 0 3"o.c.spacing of nails perpendicular and parallel to ; V4� ■ IL AA-B 0 -677 I-T 0 -8045 grain required in area over bearings greater than 3" ; ■ ■ *^ B-Z 807 0 I-S 8581 0 Plating Notes a a C-Y 0 -2824 J-S 0 -1214 ♦a ° Y-D 0 -4219 S-K 0 -4793 All plates are 6X8 except as noted. + +� • �� •a a (` C D-X 5370 0 R-L 0 -871 (`*)2 plate(s)require special positioning.Refer to °. ♦a X-E 0 -1619 L-Q 0 -1653 scaled plate plot details forspecial positioning o.< �t ®�4�y ✓/yi g �V E-W 2216 0 Q-M 2598 0 requirements. W-F 0 -466 M-P 0 -2024 0q'ttf0A9L 934�6 0 #0 278 rt V-H 4399 0 N-O 0 -2440 04/18/2018 G-V 0 -828 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin ins�ailed per BCSI sections B3,B7 or B10, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nanwcOMMM truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindus .com;ICC: www.icrsafe.org Orlando FL,32821 Job Number: 509916A Ply: 3 SEAN:857284 1 T28 FLAT Cust:R9353 JRef: 1Wa893530002 358 PLA7AIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.1110.33073 Truss Label: FT26 3-PLY Page 2 of 2 ! DF 04/18/2018 Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 174 plf at 0.54 to 356 plf at 7.63 TC:From 174 plf at 7.63 to 174 plf at 8.63 TC:From 840 plf at 8.63 to 840 plf at 35.42 TC:From 50 plf at 35.42 to 50 plf at 40.12 BC:From 105 plf at 0.00 to 105 plf at 0.54 BC:From 5 plf at 0.54 to 5 plf at 40.12 TC:2603 Ib Conc.Load at 7.63 TC:1134 Ib Conc.Load at 28.56,30.56 TC: 818 Ib Conc.Load at 31.85,32.81,34.81,36.81 38.81 TC:3263 Ib Conc.Load at 35.42 TC: 513 Ib Conc.Load at 35.56 TC: 108 Ib Conc.Load at 37.56,39.56 BC:3648 Ib Conc.Load at 0.63 BC:1031 Ib Conc.Load at 2.35,4.35,5.69,7.69 9.69,11.02,13.02,14.35,16.35,17.94 BC: 39 Ib Conc.Load at 2.56,4.56,6.56,8.56 10.56,12.56,14.56,16.56,18.56,20.56,22.56,24.56 26.56,28.56,30.56,32.56,34.56 BC: 919 Ib Conc.Load at 19.27,20.69 BC:1054 Ib Conc.Load at 22.69,24.69 BC:1134 Ib Conc.Load at 26.69 BC: 513 Ib Conc.Load at 35.56 BC: 108 Ib Conc.Load at 37.56,39.56 BC: 818 Ib Conc.Load at 38.81 eetaeeuri�r jy +w•• • •••• y1' • 848 w • �4 TE OR\Vis • O • pp e ✓I,� °aiamaww �,` #0 278 +YA,-'�,�`�yds '° aatnaaou ll 04/18/2018 "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,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachetl rigid ceilm Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the on rr:oe^am truss in conformance with ANSI/ PI 1,or for handlingq,,shlppinq,installation and bracing of.trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro)essionam engineering responsibility solely for the design shown. The su]ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32821 Job Number: 509918,' Ply: 2 SEAN:857287 /T19 MONO Cust:R9353 JRef: 1Wa893530002 358 PLA7A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.1110.37347 Truss Label: FT27 2-PLY / DF 04/18/2018 2 Complete Trusses Required " 7"P 3'9"12 i 7'611 i 11'3"2 i 14'10'5 i 18'4"8 1'11 12 21'10"12 25'3"8 27'9"4i 32'5" F7�8 3,2„4T 3,$„7 r 3,7„3 —"{- 3,6,4 `f- 3,4,12 2512' X28 =10X10 1113X6 =6X8r18] =10X10 1113X6 AB C D E F G H I J K L T W2 W1 W20 1 XW B1 V U T S MR Q P 0 N M 1113X6 =10X10 =12X14 =10X10 1113X6 1113X6 187"4 13'9"12 5"4 3'8"7 3'8"15 3'11"3 3'10",1 3'5"12 3'3" 2'5"12 2'2" 2'3"8 5'4 � 7'2"3 10'11"2 14'10"5 18'9" 22'212 25'5"12 27'11" 30'1"8 32'5" 3 Y8 3'S"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.101 T 999 360 X 3608 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.373 T 951 240 R 6925 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 M - - M 2772 /- /- /- /- /5.0 EXP: Des Ld: 55.00 Mean H � HORZ L: 0.039 M X Min Br Width Re Height:NA ft ) g q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 3.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.974 M Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.969 Bearings R&M are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.987 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Purlins B-C 0-3258 G-H 3042 0 C-D 0 -3167 H-1 584 0 Top chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins D-E 0 -3909 I-J 0 -1997 Bot chord 2x4 SP SS Dense:B1 2x8 SP#2: to laterally brace chords as follows: E-F 272-1640 J-K 0 -1971 Webs 2x4 SP#3:W2,W10 2x4 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) F-G 272-1640 K-L 36 -1722 :W20 2x6 SP#2: TC 72 0.00 32.42 BC 69 0.00 32.42 Nailnote Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.1 31"x3",min.nails at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @ 7.50"o.c. The TC of this truss shall be braced with attached V-U 3514 0 R-Q 0 -805 Bot Chord:1 Row @12.00"o.c. spans at 24”oc in lieu of structural sheathing. Webs :1 Row @ 4"o.c. U-T 3316 0 Q-P 1979 0 Use equal spacing between rows and stagger nails Additional Notes T-S 3961 0 P-0 1997 0 in each row to avoid splitting. Truss must be installed as shown with top chord up. S-R 0 -2681 O-N 1918 -32 (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON Wall girder loading on this truss. Maximum Web Forces Per Ply(Ibs) THE TOP CHORD ONLY. iRtllft7t), �� Webs Tens.Comp. Webs Tens. Comp. Special Loads '��is B-W 0 -1952 F-S 0 -932 2347 TC(From 3338rplf at 00.00 to 3338 plf at_1 32.42 •• � rca°• e® A✓ V_CB-V 3600-1375 R-H 0 -2518 TC:1968 Ib Conc.Load at 3.63,19.75 ♦ , aA�.® e C-U 1872 -440 H-Q 1250 0 TC:-1968 Ib Conc.Load at 12.29,28.42 0+ U-D 106 -844 Q-1 0 -2885 Plating Notes a p, 648 i D-T 655 -1884 K-N 0 -1113 r T-E 827 -297 N-L 2072 -52 All plates are 6X8 except as noted. ® a m E-S 0 -2547 L-M 0 -1378 r Plate Shift Table S-G 4741 0 a E .r JT Plate Chord JT Plate Chord � o . a No Size Shift Bite No Size Shift Bite y- ae {yp. ee ��. [18] W6X8 3.00 R 1.50 '.�isi •eme C QR�q,�®'p°��r�° Hangers/Ties 41% �$�t1 •e •* �y (J)Hanger Support Required,by others 40278 O � t � 04/18/2018 "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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections 83,B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build iphComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwcolmp .r truss in conformance with ANSI] 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,. 6750 Forum Drive listing this drawinn indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is pro) responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t ifst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855801 !T27 /SPEC Cust:RR9353 JRef: 1Wa893530002 358 PLAZJVDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33248 Truss Label: A28 JB / OF 04/18/2018 7'24 13' 14' " 18'6" 20'10" 28'5" 34'10" r 7'2„4 '{ 5,9,12 1,6"7- 4, {' 2,4„ i 7'7„ =5X5 12 =5X6 p D E Q 3 4 =5X5 =3X4 =6X6 T _3X4 F G H T v C FRT _ //It b B 1 N A 3X4(A1) 1112X4 _505 3X8 =3X4 =5X5 1112X4 =3X4(A1) 20'11"12 13'10"4 r1'4" 7'0"8 5'11"8 1'4"4 4'5"4 2'4" 7'112 6'6"12 1'4� 7'08 13' 14't4 18'9"8 21'1" 28'3"4 34'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.097 C 999 360 Q 767 /186 /360 /- /74 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 C 999 240 L 1566 /354 /746 !- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 K - - 1 508 /110 /299 /- /- /5.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft Code 0.039 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 1.5 TCDL:4.0 psf L Min Br Width Re 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.879 I Min Brg Width Req=Bearings Q,L,&I are a rigid sd surface. Spacing:24.0" C&C Dist a:3.48 ft Rep Factors Used:Yes Max Web CSI: 0.736 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 1034 -1803 E-F 531 -691 Top chord 2x4 SP#2 C-13 616 -867 G-H 904 -416 Bot chord 2x4 SP#2 D-E 550 -647 H-1 223 -600 Webs 2x4 SP#3 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member.Or lx4'T'reinforcement.80%length of B-P 1716 -892 M-L 497 -790 web member.Same species&SRB grade or better, P-0 1707 -895 L-K 524 102 attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. O-N 800 -395 K-1 514 -105 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-0 524 -952 M-G 975 551 Chord Spaci4g(in oc) 1.33 Start(ft) End3.00ft) '""�d"� u► D-N 250 -404 G-L 725 -1081 TC 18 13.00 14.50 ; p11z N-F 839 -425 L-H 627 -1253 TC 49 14.50 18.50 •• • •a•• f F-M 441 -694 TC 119 18.50 28.42 oe 9'0 TC 75 28.42 36.17 o° �� ° e BC 75 0.15 34.69 s s Apply purlins to any chords above or below fillers ; a at 24' OC unless shown otherwise above. ; D. 648 � s Wind i Wind loads based on MWFRS with additional C&C 4 member design. o •� #0 278 ��f�rre;lelu►tse+e� 04/18/2018 -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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri4id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face,of truss and position as shown above and on the JointDetails, unless noted otherwise. F7efer to ALP NI E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aanwcouPun truss in conformance with ANSIf�PI 1,or for handl%shipping,installation and bracing of trussesA seal on this drawing or cover pafge_. 6750 Forum Drive listing this drawing indicates acceptance of pro esstona engineerin responsibility solely for the design shown. The su!ability and use of this grawing for any structure is The responsibility of the Tuilding Designer per ANSIITPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855805 /T26 /SPEC Cust:RR9353 JRef: 1Wa893530002 358 PLAj_A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33484 Truss Label: A29 JB / DF 04/18/2018 6'0"8 11' 16'6" 20'6" 252"8 29'11" 34'10" r 6'0"8 4'11"8 5'6" 4' + 4'8"8 4'8"8 411 3 t12 -5X6 -5X5 2 T _2X4 _5F5 -3X4 -5X5 T ZE A BI J 5� r� 1 3X4(A1) 61 =5X5 =3X813] =5X5 =3X4 =3X4(A1) 20'10"12 13'11"4 I1'4" 11' S'4"8 4'5" 8,10„ 5'2"8 1'4� 11' 16'4"8 20'9"8 29'7"8 34'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.079 C 999 360 0 779 /184 /366 !- /63 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.239 C 999 240 L 1528 /352 1724 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 M - - 1 516 /115 /300 /- /- /5.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.032 M - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 1.5 TCDL:4.0 psf L Min Br Width Re 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.981 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.975 1 Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.48 ft Rep Factors Used:Yes Max Web CSI: 0.603 Bearings 0,L,&I are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 1113 -1828 F-G 1063 -525 Top chord 2x4 SP#2 C-D 694 -1253 G-H 357 -702 Bot chord 2x4 SP#2:B1 2x4 SP SS Dense: D-E 364 -507 H-1 345 -782 Webs 2x4 SP#3 E-F 350 -554 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Bot Chord Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp. [13) W3X8 2.00 L 1.25 B-N 1751 -972 M-L 568 -916 Purlins N-M 1182 -494 K-1 702 -241 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per PI to laterally brace chords as follows: y(Ibs ) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 46 -1.33 11.00 C-N 501 -597 F-L 643 910 TC 66 11.00 16.50 iRHlddry TC 49 16.50 20.50 B!! D-N 459 -55 L-G 685 -1233 � ® TC 75 20.50 36.17 V'� /4j D-M 399 -805 G-K 541 -212 BC 67 0.15 llM-F 1433 -779 Apply purlins to any chords above or below fillers to*°°' ' '•�° at 24"OC unless shown otherwise above. Wind +® ' Wind loads based on MWFRS with additional C&C ® Q 648 " member design. e s •+(4 C W/ #0 278 04/18/2018 "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,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forfpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face.o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings.160A-Z for standard plate positions. �LPP II NN Alpine,a division of ITW BuildiphComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrrWCAMFAW truss in conformance with ANSI 1,or for handlin,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The su!ability and use of this c7�awing for any structure is hre responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For mdre information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:856083 /T6 / SPEC Cusl:RR9353 JRef: 1Wa893530002 358 PLA,7A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33780 Truss Label: A30 JB / DF 04/18/2018 50"8 1 9' 13'9" 18'6" 20'9" 19 26'9" 31'5" 34'10" 5'0"8 3'11"8 49 4'9 '�- 2'3" r 4'3" 5 3 p =5X5 =3X4 =5X5 12 Q 4 D E F =4X4 -r =2X4 G =5X5 =3X4[26] =5X6 7 C H F J N B K T o 1 = A L S R Q P 0 N B3 M1 3X4(A1) =5X8 =3X8[14] =3X4 1115X8 =3X4 1112X4 =3X4(A1) 20'10"12 13'11"4 1'4" 9'112 9'3" 2'7"12 4'3"12 4'2" 3'6"12 1'4" 9'112 + 18'4"12 + 21'0"8 r 27'1A + 31'3"4 + 34'10"'(" 2"; 8 Loading Criteria(psl) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.088 R 999 360 S 754 /194 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.263 R 999 240 p 1811 /382 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023-M - - K 823 /170 /- /- /- 15.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.043 M Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 S Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 P Min Brg Width Req= 1.8 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.980 K Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.48 ft Rep Factors Used:Yes Max Web CSI: 0.818 Bearings S,P.&K are a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 467 -1838 G-H 1747 -359 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins C-D 293 -1414 H-1 1037 -240 Bot chord 2x4 SP#2:B3 2x6 SP#2: to laterally brace chords as follows: D-E 269 -1354 I-J 121 -1417 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) F-G 378 -62 J-K 276 -1705 TC 46 -1.33 9.00 Special Loads TC 55 9.00 18.50 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC 49 18.50 22.50 Maximum Bot Chord Forces Per Ply(Ibs) TC:From 54 plf at -1.33 to 54 plf at 27.56 TC 50 22.50 31.42 Chords Tens.Comp. Chords Tens. Comp. TC:From 27 plf at 27.56 to 27 plf at 31.42 TC 49 31.42 36.17 TC:From 55 plf at 31.42 to 55 plf at 36.17 BC 51 0.15 34.69 B-R 1762 -438 O-N 1342 -127 BC:From 4 plf at -1.33 to 4 plf at 0.00 Apply purlins to any chords above or below fillers R-Q 926 -247 N-M 1620 -244 BC:From 20 plf at 0.00 to 20 plf at 27.56 at 24' OC unless shown otherwise above. Q-P 302 -1487 M-K 1598 -254 BC:From 10 plf at 27.56 to 10 plf at 31.44 P-0 259 -1176 BC:From 20 plf at 31.44 to 20 plf at 34.83 BC:From 4 plf at 34.83 to 4 plf at 36.17 Maximum Web Forces Per Ply(lbs) TC: 111 Ib Conc.Load at 29.35 1tF81f8d1i Webs Tens.Comp. Webs Tens. Comp. TC: 219 Ib Conc.Load at 31.40 w fPYj BC: 162 Ib Conc.Load at 27.56 � �Z C-R 173 -438 P-H 116 -788 BC: 85 Ib Conc.Load at 29.35 v l ' 705 -79 BC: 129 Ib Conc.Load at 31.35 � w•*��, ■ i '_000. E-Q 339 -1151 0-1 384 -2104 Plate Shift Table .,� • / o Q-G 1566 -310 1-N 403 0 a e G-P 291 -1360 N-J 128 -482 JT Plate Chord JT Plate Chord e a No Size Shift Bite No Size Shift Bite ; a. 648 i [14] W3X8 2.75 R 1.25 [26] W3X4 1.25 R 1.25 9 Wind n • Wind loads and reactions based on MWFRS. '9PP� � iof a®mi Y 3 �/O NAL #0 278 04/18/2018 "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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an r7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r] id ceiling Locations shown forpermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, as applicab,9e. Apply plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinq�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,r,,,COWA,,, truss in conformance with ANSI 1,or for handling'shippm ,installation and bracing of.trussesA seal on this drawing or cover pa qe Ability 6750 Forum Drive listing this drawing indicates acceptance of progesslonaT engineerin responsibility solely for the design shown. The suiAbility and use of this gnawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icc.safe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:856077 /T17 /HIPS Cust:RR9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33795 Truss Label: A31 JB / DF 04/1812018 1 "2 + 139i 6'9"144 T 27'6" 7' 302 31"4 30 30862 T 7, 3 p =_8X12 =4X6[11] 1112X4 =4X6116] =8X12 C D E F G TP T P B H v N A 3'_14 N N M L K J B2 I =3X6(A1) 1 3X10(A1) 1114X4 =4X6[10] =6X12 =4X6[17] 1114X4 20'10"12 67"4 1'4" 67"4 3'7"6 3'6"6 3'6"6 3'7"6 6'7"4 6'7"4 10'2"10 13'9" 17'3"6 20'10"12 27'6" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.242 L 999 360 N 1604 /387 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.661 L 559 240 1 4002 /890 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.046 J - - H -730 /730 /119 /- /- EXP:C /- Des Ld: 37.00 eight:15.00 ft HORZ(TL): 0.085 J - - Wind reactions based on MWFRS Mean H NCBCLL: 10.00 TCDL:Height: ht: Code/Misc Criteria Creep Factor:2.0 N Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 1 Min Brg Width Req= 2.9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 H Min Brg Width Req= - Bearings N&I are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.978 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 1144 -5069 E-F 852 -3710 Top chord 2x4 SP SS Dense In lieu of structural panels or rigid ceiling use purlins C-D 1098 -4868 F-G 285 -1199 Bot chord 2x4 SP SS Dense:B2 2x4 SP M-31: to laterally brace chords as follows: D-E 852 -3710 G-H 3204 -718 Webs 2x4 SP#3:W8 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) TC 31 -1.33 7.00 Special Loads TC 33 7.00 20.50 Maximum Bot Chord Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC 87 20.50 27.50 Chords Tens.Comp. Chords Tens. Comp. TC:From 54 plf at -1.33 to 54 plf at 7.00 BC 46 0.15 27.37 TC:From 27 pif at 7.00 to 27 plf at 20.50 Apply purlins to any chords above or below fillers B-M 4876 -1090 K-J 1473 -363 TC:From 54 pif at 20.50 to 54 plf at 27.50 at 24"OC unless shown otherwise above. M-L 4756 -1100 J-1 482 -2389 BC:From 4 plf at -1.33 to 4 plf at 0.00 L-K 4824 -1103 1-H 679 -3097 BC:From 20 plf at 0.00 to 20 plf at 7.03 Additional Notes BC:From 10 plf at 7.03 to 10 plf at 20.47 Negative reaction(s)of-730#MAX.from a non-wind Maximum Web Forces Per Ply(Ibs) BC:From 20 plf at 20.47 to 20 plf at 27.50 load case requires uplift connection.See Maximum Webs Tens.Comp. Webs Tens. Comp. TC: 357 Ib Conc.Load at 7.03,20.47 Reactions. TC: 163 Ib Conc.Load at 9.06,11.06,13.06,14.44 1ItHlIt J/tggylu M-C 550 0 F-J 483 -1697 16.44,18.44 � � C/ y�� D-K 288-1291 J- 4031 -871 BC: 487 Ib Conc.Load at 7.03,20.47 �"L.� tr K-F 2568 -562 G-1 I 905 -3330 BC: 123 Ib Conc.Load at 9.06,11.06,13.06,14.44 e`•• ■ ■Q.o 16.44,18.44 $eo A+®e Plate Shift Table e JT Plate Chord JT Plate Chord . a 648 No Size Shift Bite No Size Shift Bite [10] W4X6 2.00 R 1.25 [11] W4X6 2.00 L 1.25 ® _e e [16] W4X6 2.00 R 1.25 [17] W4X6 2.00 L 1.25 $ i i ii Hangers/ g Ties , ° AT a. IE o (J)Hanger Support Required,by others �� °°e �� ,®�"e°+ �!� Wind > e�ieQRp.�so�® A`a� Wind loads and reactions based on MWFRS. #0 278r11 lllitllbr� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicabgle. Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Aline,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PNnWCOWMY tr ss in conformance with ANSI PI 1,or for handl%shippml,Installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this pawing for any structure is phe responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindustry.com;ICC:www.icc-safe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855816 I T29 /EJAC Cust:RR9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 8 FROM:RCT DrwNo: 108.18.0922.33374 Truss Label: EJ32 JB / DF 04/18/2018 12 C 3 0 o B N N 13 4 A E D 4(A1) r 1r4" - i 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 353 /96 /178 /- /71 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 123 /- /66 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 D C 163 /78 /55 /- /- /1.5 Des LdEXP:C: 37.00 Height:15.00 ft HORZ(TL): 0.028 D - - Wind reactions based on MWFRS Mean Hei NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.636 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.465 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C IRSNIddf® member design. VIP 0 f • 648• ' • • 4 • ♦ r 04 ATE • +♦ s q 4 ORO a #0 278 nuyftt {�n 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r! id ceilin Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCS]sections B3,B7 or B10 as applicabgle. Apply plates to each face oftruss and position as shown above and on the Joini Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the µ��o�,,w, truss in conformance with ANSI gPI 1,or for handling,shlppinq,installation and bracing of,trussesA seal on this drawing or cover pape.. 6750 Forum Drive listing this drawing,indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindustry.com;ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:856080 /T21 /MONO Cust:RR9353 JRef: 1Wa893530002 358 PLA,7A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33343 Truss Label: EJ33 JB / DF 04/18/2018 12 1112X4 3 C T T CD B o 3+ A Li �- E D 1112X4 2X4(A1) 5' 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL):NA E 400 /82 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 162 /- /17 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.007 D E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.207 Bearing E is a surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.197 Re Factors Used:Yes Max Web CSI: 0.043 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 54 plf at -1.33 to 54 plf at 5.00 BC:From 4 pif at -1.33 to 4 pif at 0.00 BC:From 10 plf at 0.00 to 10 plf at 5.00 BC: 190 Ib Conc.Load at 1.06 BC: -28 Ib Conc.Load at 3.06 Purlins In lieu of structural panels or rigid ceiling use purlins Ittfl�dJf to laterally brace chords as follows: ttP�jl Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 5.00 BC 58 0.15 ll Apply purlins to any chords above or below fillers °°•j+■ a e •i°®�® � at 24' OC unless shown otherwise above. ° f s Hangers/Ties (J)Hanger Support Required,by others . • • • Wind * '• Wind loads and reactions based on MWFRS. •°*e AT� �° �� ®•�� OR °eek®.�.a�s �P •••°®•+�+ ��r''�/F` s�0NAt #0 278 °+4WOUfr=11lut" 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the O truss in conformance with ANSIf�PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa a.. 6750 Forum Drive listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suit9abllrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855818 !T34 !EJAC Cust:R R9353 JRef: 1 Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33233 Truss Label: EJ34 JB / DF 04/18/2018 12 3 C T T `t o B o 3E4 A E D 2M(A1) 5' Y 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL 1W TCDL: 7.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL):NA E 283 /89 /145 !- /54 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 85 /- /46 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D C 111 /53 /38 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.009 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code!Mise Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.277 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.223 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 It FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. �+tt '068 V 64'8 ° f ° m ° � e &. ASE **foam.*f NAIL #0 278 ilafaar+rrrr�tutt►t` 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper]y attached r! Id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of INV Bui]din Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,J,❑„�,,,�,U,,, truss in conformance with ANSI/ PI 1,or for handlinQ,shippingq,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawin indicates acceptance of pro)esslona!engineering responsibility solely for the design shown. The suiTability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.or;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855808 /T32 /HIP_ Cust:RR9353 JRef: 1Wa893530002 358 PLPIZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33717 Truss Label: EJ35 JB / DF 04/18/2018 2.4 o C T T 0 B o _T_ A D 2X4(A1) �- 2'2"l 1 66"12 el 66"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 201 /64 /- /- /- /9.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 44 /- /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D C 108 /50 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.323 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.124 C Min Brg Width Req= - Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -2.22 5.56 BC 65 0.15 5.56 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 3-11-3 setback jacks with no webs. r S FLS°/� Wind Wind loads and reactions based on MWFRS. ®� r's/�OVe Q. 646 ° • g ATEOR\V �V • c 4`I,r °O°as,sa°•° I/ AN #0 278 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS].Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the �, ro,,,,h,,,. truss In conformance with ANSI PI 1,or for handl%shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro)esslonar engmeerin_q responsibility solely for the design shown. The suit9abllity and use of this Pawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust .com;ICC: www.icosafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855819 /T35 /JACK Cust:RR9353 JRef: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33047 Truss Label: EJ36 JB / DF 04/18/2018 12 3 C T rn B co In ti 3: 4 A —�— E D 2X4(A1) 1'4" + 3'10"12 0i 3'10"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 246 /86 /127 /- /46 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(11):NA D 64 /- /35 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D C 81 /39 /29 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 It HORZ(fL): 0.003 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.242 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.127 C Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. " Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 65 -1.33 3.90 BC 45 0.15 3.90 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Ilftdlflt(g�d o. 848 '. a 1 40278 `N;P'010+YA�IIti 04/18/2018 **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,handlingshipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcab4e. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnWCOMP,,y truss in conformance with ANSIffPI 1,or for handlin shippin ,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro)essional engineering responsibility solely for the design shown. The suil9ability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855820 /T31 /JACK Cust:R R9353 JRef: 1 Wa893530002 358 PLg7-A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL C7Y Qty: 1 FROM:RCT DrwNo: 108.18.0922.33578 Truss Label: EJ37 JB / DF 04/18/2018 12 3 C B T LID S4 A ti E D 2X4(A1) ale 1 212 1'4" Bi 12"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA E 189 /102 /105 /- /25 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 9 /11 /20 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D C 1 /15 /22 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 Bldg Cade: FBC 2017 RES Max TC CSI: 0.240 g q= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 -1.33 1.23 BC 13 0.15 1.23 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 111Q71f16ftgttts y, m• � o o.00 wee. 646• • • o n • m pT o C y�y Sts°••••.a•®•• o` # eitutrtf+Y�11- 04/18/2018 —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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingc1 and bottom chord shall have a properly attached ri id ceil!n Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10, as applicabgle. Apply plates to each face,oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, �o�,�,,,. truss in conformance with ANSIPI1,or for handlingq,,shippin ,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of pro)essionq engineerin responsibility solely for the design shown. The su!ability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.icrsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855821 /T5 / JACK Cust:RR9353 JRO: 1Wa893530002 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33311 Truss Label: EJ38 JB / DF 04/18/2018 12 4 C T TB o � 5113 A D 2X4(A1) �--- 1'4" 1110,11 1'10"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 191 /66 /131 /- /34 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 27 /0 /15 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 D C 17 /14 /14 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.000 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Big Width Req= 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.249 D Min Br gWidth Re q= " p Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.042 C Min Brg Width Req= - Bearing B is a rigid surface. 24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 40 -1.33 1.84 BC 20 0.15 1.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. � o +o e o. 646 a ' a 1 • � s • t 8 py E • ee• P\i �y l ` 40R`aQ` �� : +aaps�a®m r• #k0 278 'ne'��krrtun� 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted d-therwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri4id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910 as appllcab a. AppOates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, �o�„U,,. truss in conformance with ANSI 1,or for handlin,shippinlq,installation and bracing of.trussesA seal on this drawing or cover pape_, 6750 Forum Drive listing this drawing indicates acceptance of pro)essiona engineering responsibilrt�solely for the design shown. The suiQabilrty Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.or;SBCA:www.sbcindust .com;ICC: wJccsafexrg Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855755 /T44 /MONO Cust:R R9353 JRef: 1 Wa893530002 358 PL'AZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 18 FROM:RCT DrwNo: 108.18.0922.33203 Truss Label: EJ39 Page 1 of 2 JB / DF 04/18/2018 12 3 C7-_- C B T A 71 0.11 E III2X6(D) 2X4(A1) 2 1'4" 2' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ]cc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA E 193 /89 /104 /- /31 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 39 /12 /28 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - E Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br Width Re NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 9 q= - Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.240 Bearing E is a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.038 P Spacing:24.0 C&C Dista:3.00 ft Re Factors Used:Yes Max Web CSI: 0.016 Members not listed have forces less than 375# " Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plating Notes (++)-This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in cc) Start(ft) End(ft) TC 41 -1.33 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tRttlt/ilrgp�/lp Wind � S Ft� iln Wind loads ed on MWFRS with additional C&C ,■ ■'■ 4qA member design. � J �. 646 F ■ is • ,�m �kTE ,•QR #02 78!!!s!!yl ®uN�tttttl � 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have brach Installed per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. 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 conformance with ANSI PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawin indicates acceptance of pro)ession4a pigmeerm responsibility solely for the design shown. The s i fabdrty and use of this gnawing for any structure is thhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855755 /T44 /MONO Cust:RR9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 18 FROM:RCT DnwNo: 108.18.0922.33203 Truss Label: EJ39 Page 2 of 2 JB / DF 04/18/2018 Hangers/Ties \ Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=1'9" y=10'1"2 uses the following support conditions:1'9" Bearing D (1'9",10'1"2)HTU26 Supporting Member:(3)2x8 SP SS Dense (20)0.148"x3.25"nails into supporting member, (11)0.148"x1.5"nails into supported member. IRH(fltld !!!ldpd a� • • �. 648 0 • o • � m ® � a • a >a � r • #0 278��I�s� ` a Nf°'J°�nneat�etu+��l�' 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin/$cL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling'shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of ro)essionar engineering responsibility solely for the design shown. The suit-abtlity and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t instorg;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:856095 /T30 HIP_ Cust:R9353 JRef: 1Wa893530002 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.1110.47997 Truss Label: HJ40 / DF 04/18/2018 6811 9110"1 _I 5'8"1 4'2" 2.12 o DT 2X4 �C N r � O ;a. B N N 4 A FE 2X4(A1) -_4X4 9'6"9 iJ 1'10"10 916119 410"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 C 999 360 G 390 /106 !- !- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.114 C 999 240 E 364 /20 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 194 /107 /- !- !- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.013 F - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.985 g q= - BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.627 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.421 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber B-C 351 -943 Top chord 2x4 SP#2 Bot chord 2x4Maximum Bot Chord Forces Per PI Ibs Webs 2x4 SP#33 SS Dense Y(Ibs) Chords Tens.Comp. Purlins B-F 926 -337 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per PI Chord Spacing(in oc) Start(ft) End(ft) Y(Ibs) ) TC 61 -1.89 9.84 Webs Tens.Comp. BC 116 0.15 9.84 Apply purlins to any chords above or below fillers C-F 348 -958 at 24"OC unless shown otherwise above. Loading Hipjack supports 6-11-8 setback jacks with no webs. IEHBtfByat�,l� Wind Wind loads and reactions based on MWFRS. peep,■ ■"e■e+e �/ � e ° O. 641 a ■ • a ■ ® a a ATL Aw #0 278"A,r�s�0'Y AIL �f°"'�umeaaet�t►ew��° 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the Join gDetails, unless noted otherwise. F7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincQ�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,v„ COCA,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawingq indicates acceptance of pro essiona engineerinq responsibility solely for the design shown. The su ebility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust .com:ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEQN:855828 /T23 /JACK Cust:RR9353 JRef: 1Wa893530002 358 PLV--A/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 3 FROM:RCT DrwNo: 108.18.0922.33655 Truss Label: CJ41 JB / DF 04/18/2018 12 3 C T04 T11- 00 B SO o A E D 2X4(A1) 14" 4'11"11 a 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 282 /89 /144 /- /54 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):NA D 84 /- 146 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D C 110 /53 /38 /- /- /1.5 EXP:C Des Lc[-. 37.00 Mean Height:15.00 It HORZ(TL): 0.009 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 sf Bldg Code: FBG 2017 RES Max TC CSI: 0.274 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.220 C Min Brg Width Req=Bearing E is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 It FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. rRtBt�Ht s� f �p • • • o y ATE � e � Q h #0 278 04/18/2018 **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,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLerly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,J„r,�,co,,,,�,,,. truss in conformance with ANSI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI: www.t inst.or ;SBCA: www.sbcindust .com:ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855817 /T38 /JACK Cust:R R9353 JRef: 1 Wa893530002 358 PLPi7MDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33716 Truss Label: CJ42 JB / DF 04/18/2018 12 3 B N r A C° D C —2X4(Al) 4'11"11 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D 190 /37 /90 /- /44 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 87 /- /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C B 117 /55 /39 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.011 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.303 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.247 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 0/5 2 Members not listed have forces less than 375# FT/RT:20 Loc.from endwall:not in 4.50 ft ( ) ( ) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.00 4.97 BC 58 0.13 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind 4ttt31glfOmlp� Wind loads based on MWFRS with additional C&C member design. h� *•a■ ■ °®■® 4 y�r v°°°�tB ��•°° i 648 a r 4 ■ ^® ATE ° 4 yo v #0 2A.*'�rir N�°"�7��eneaarututi+�+��° 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanentlateral restraint of webs shall have bracingInstalled per BCSI sections B3,B7 or 810, as applicabgle. Apply plates to each face.o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, co,�,v,,. truss in conformance with ANSI/ PI 1,or for handl%shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawincyl indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui gability and use of this drawing for any structure is phe responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC:www.icrsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855813 /T24 /JACK Cust:RR9353 JRef: 1Wa893530002 358 PLP67NDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.33405 Truss Label: CJ43 JB / DF 04/1812018 12 3 C -F TN B 00 O - I 1A A E D 4(A1) 2'11"11 1 4„ 2'1 1"11 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 217 /85 /114 /- /39 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 46 /- /25 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 55 /26 /21 /- /- 11-.5 Des LdEXP:C: 37.00 HORZ(TL):Mean Height:.15.00 0.001 D - - Wind reactions based on MWFRS ft E Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 g q= 1.5 Soffit: 2.00 TCDL:4.0 psf BCDL:5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.275 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.064 C, Min Brg Width Req= Spacing:24.0 C&C Dist a:3.00 ft p - Re Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. ” Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 53 -1.33 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. lit6ttpry� .rp ,,,,d►tyy�ry 648 ■ y- f+++sam•++b !� 40278 04/18/2018 —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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildi $QComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,rr,,,Co,,�„s, tr ss in conformance with ANSI 1,or for handlidl shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this Qrawing for any structure is phe responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.ai ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918A Ply: 1 SEAN:855825 /T25 /JACK Cust:RR9353 JRef: 1 Wa893530002 358 PLPaZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.33452 Truss Label: CJ44 JB ! DF 04/18/2018 12 3 C B � c� A cv T' E D 2X4(A1) 1'4" 1'2" 1'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL): 0.000 D 999 360 E 190 /104 /106 /- /25 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 D 999 240 D 9 /10 /20 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -17 /17 /24 /- /- /1.5 EXP:C HORZ(TL): 0.000 D Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.240 9 q= - BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to hJ2 TPI Std: 2014 Max BC CSI: 0.032 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 31 -1.33 1.17 BC 12 0.15 1.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. � 11111111 ttw,rotkd 4° y 40278 ��rgSO►tl� t� �t¢�° 04/18/2018 `*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 shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per SCSI sections 63,B7 or 910, _ as applicable. Apply Oates to each face,of truss and position as shown above and on the Join gDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMCoMPAW truss In conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility,solely for the design shown. The sui ability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For mare information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32821 CLR Reinforcing 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 807 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 Speclfled CLR Alternative Relnforecement SCQ�O Reinforcementi Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 20 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0,128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4010 minimum 807 of web member Length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 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 9R��lip6/ face of web, dP� ,am W044,0 V PPef� 648 . a L7 "VARNN(B—READ AND FGLLGV ALL NOTES ON THIS BRAVING] sWATIE —DwnfTM(T—FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS A- ■ 5 ' PSF REF CLR Subst, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to n p it DL PSF DATE 10/01/14 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for saisty practices prior to performing these functions. Installers shall provide temporary bracing per BC >8Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom C +� PSF DRWG BRCLBSUB1014 shall have a property attached rigid celling. Locations shown for permanent lateral restraint ofI.S. 1! CO I� shall have bracing Installed per BCSI sections 33,D7 or BLO,as applkable. Apply plates to each fe @ _ 1ALPP I~ oftruss and position as shown above and on the Joint Details,unless noted otherwise. 0 ? t"'� IYIIIA— Refer to drawings 16GA-2 for standard plate positions. ✓Wpa+ PSF AN COM AW Alpine,a division of ITV Building Components Group Inc shall not be responsible for my deviation fro d� a R@�9 �q LD, PSF this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, Pte` 4 �m�aa 4� ' Installation L bradng of trusses. �►! A seal an this draft or cover page Usting this drawing,indicates acceptonce of professional P 11 13723\Riverport\Ddve engineering responsibility solely for the design shown The suitability and use of this droning �p�/�S IISuite\200 far any structure Is the responsE,uty of the Building Designer per ANSI/IPI t SecE Pj�,�� NUR. FAC, 1\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites- �Ildy�lf�469t41��tiBY� SPACING ALPINE www.alpineitw.coml TPB www.tpinstorgl SBCA-www.s p dustry.orgl ICC-—.1ccsafe.arg Commentary: Def lection 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 ------------------------------------------------------------------------- following advantages) Recommended Truss Deflection Limits 1 Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits ! Facilitates drainage to avoid ponding on flat or Live Load Total Load tow slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) _W Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses -Vr Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to "sag,' Roof Trusses ! Avoids '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 Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads, Sloping Parallel 1,5 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 Trusses ' x(0,25 x Deflection from Live Load) + Innt Design Dead Load Deflection) The following tables are provided as guidelines for- �t� Limiting deflection and estimating camber. Conditions or Notel Th ¢obe considerably less than codes may exist that require exceeding these t o� � ®� recommendations, or past experience may warrant using more stringent limitations, 4 0 0. 648m a ■■VAF,XNMa.READ AND FOLLOW ALL NOTES owl THIS DRAWINGtr t ® ® REF DEFLEC/CAMB ■■DFORTANT FIRIOSH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .A D B Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refee 41 follow the latest edition of SCSI(Bullding Component Safety Information,by TPI and SBCA)fors ety 6 • DATE 10/01/14 practices prior to performing these functions. Installers shall provide tenprnry brncing per BI. 6 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottorod$,har P �� DRWG DEFLCAMB1O14 shall have a properly attached rIGId ceiling. Locations shown for permanent lateral restraint of ►►►iiT" A �r,�^ II� shall have and position Installed per BCSI sections B3. J or BIO,as applicable. Apply plates to each e �@, IILJ�J lu^\vlI of truss nntl osltlon as shown above and on the Joint Details,unless noted otherwise. 6 Refer to drawings 16OA-Z far standard plate positions. Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation fr o 4� 1? AN fTW COMPfaNY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,sWpping, tl3�ffi��! Instnllatlan L bradng of trusses. �* A seal on this druwwlg or cover page listing this drawing,Indicates acceptance of professlonal �,®� \\13723\Riverport\Drive engheeNnD responsbl�ty sdely fr the dellen shorn The suitability and use of this drawing {d \\Suite\200 fr ary structure fs the responsibility of the Building Designer per ANSVTPI I Sect.! \\Maryland\Heights,\MO\63043 ALPINE w—apinel—onloTPI ewe rrttpinst,org)e BCA-wrwsbcindusty.org)e ICC-vrJmmfe,org STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDG NG TO ETHER °stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' 4' No-The purpose of strongback bridging is to -0. ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3,0') NAILS IN 2 ROWS AT resultingin an overall increase in the SCAB 6' O.C. NOTEI IN LIEU OF SPLICING AS SHOWN, stiffness Of the floor system. 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback brill In FOR AT LEAST ONE TRUSS SPACING 9 g' g, p os Itloned as shown in STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c, (max.) NOTE: Details 1 and 2 are the preferred attachment methods pow-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably, •'Bracing' is an WEB W/ (3) LOd COMMON O (0.148'x3') NAILS OR important structural requirement Of any floor (4) 10d BOX/GUN or roof system. Refer to the Truss Design O 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' °a particularly 'strongback bridging' is a ° recommendation for a truss system to help a° control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10'None regu[red 10'to 20'1rev(at ceriter•of 5pW The performance of all floor systems are (2) 10d COMMON (0,148'x3,0') OR 20'to 30'2 revs(I at ead)V3 pohts) enhanced by the installation of strongback an BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40 3 rows a at each V4 Irssl TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, aver 40' Space rat 10' nts) bridging and therefore Is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) by Alpine, 10d COMMON (0.148'x3,0') NAILS OR (010d BOX/GUN (0.128'x3.0') 4 For additional information regarding strongback NAILS. O bridging, refer to BCSI (Building Component Safety Information), 00 ° o� 0 ... ► •apd s amore Z.!(2)ATTACH TO BOTT CHO ITH • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVESn103• s648 s $ —VARNINGI—MAD AND FtzLDv ALL NUMS gw THIS DRAWING e �C PSF REF STRONGBACK DVORTANT—FURNISH THIS DRAVIK TG ALL CGNIRACTIIRS INCLUDING THE D6TALLERS fl Trusses require—trene core In fabricating,handing,shipping,Installing and bracing. Refer { fl folios the latest edition of BCSI CBueding Component Safety Information,by TPI and SBCA)For fey y C PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide tenpornry bracing per SI. a Unless noted otherwise,top chard shall have properly attached structural sine.ring and bott chord .�. � PSF DRWG STRBRIBR1014 shall have a properly attached rigid ceiling. Locations shown for pernnnent lateral—rant a e p 6 1"A � shall have brnp si Installed per aboI and an B3,B7 or Det os applicable. Apply plotesto each ce P a la PSF iL ILrJJ of truss and position as shown above and on the Jalnt Details,unless noted otherwise, a+,, m O Refer to drawings 160A-Z for standard plate positions. V. t //�.." p+ h Alpine,n dvislon of ITV Buadng Components Group Inc.shall not be responsible for any deviation*,:f"y ♦4' O�y�y`% '• AN OWCOMPAW this drawing,any fanure to bund the truss In confarnnnce with ANSI/TPI 1,or far handling,shipping,-d� '4fe 4J 6"d pg�� LD, PSF Installatlon 6 bracng of trusses. eevrgma A seal on this drawing or cover page Usting this drawing.Mioates acceptance of professional �� \\13723\Riverpartl Drive engineeyrhg resporhsb4Fty s°lrry ely h.m DTM`:tg�;°p.ryA si rni i setiz�°�'g �r��y� ,�� UR, FAC, 1,00 \\1372 200 far on structure k the tlhe fir. .d6 \\Maryland\Heights,\MO\63043 For nore Information see this Job's general notes page and these web sites, 'r``/ tiy"' SPACING ALPINE-www.alpIretw.conl TPI,www.tpinstorgl SBCA,www.sbcindustry.ongh ICC,rwwlccsafe.c 11100 Q� F9y Alpine, an. ITW Company 6750 Forum Drive,Suite 305 cS THl5PA KAGE Orlando,,FL 32837 CONIPLIE ITH THE ALPINE Phone:(800)755-6001 '' DESIGMIN NT APPLIED TOT OJECT rrre-sc-5rr alpineitW.com Q. (P Site lnformationr Customer. Gleckler&Sons Buil i V11Job Number. 5099186 JobDescription: 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZALDUVAL CTY Address: I City,State,Zip: ATLANTIC BEACH,-- -Name, Address-and License-#of Structural EO if one-exists for-the building: Name: GEOFF GARTNER 59328 License#: GEOFF GARTNER 59328 Stater Address: 3016 3RD ST SUITE 201 JACKSONVILLE BEACH City,state,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17,02.02.1213.21 JRef#: 1 Wa893530003 Wmd Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst); 20.00-7.00-0.00- Floor Load(psO: None MOO This package contains a job notes page, 30 truss drawings and 2 details. Item Seal`# Truss Item Seal# Truss 1 108.18.0922:34622 B45 2 108.18.0922.34419 B45A 3 108.18.092234481 646 4 108.18.0922.34123 B47 5 108,18.0922.33841 B48 6 108.18.0922.34388 B49 7 108.18.0922.34482 B50 2-PLY 8 108.18:0922:34326 C51 9 108.18.0922.34279 C52 10 108:18.0922.34249 C53 11 108.18.0922:33827 C54 12 108.18.0922.34294 C55 13 108.18,0922.34685 D56 14 108.1B.0922.33811 D57 15 108.18.0922.34637 D58 16 108.1.8,0922.34559 D59 17 108.18:0922.34529 E60 18 108:18.0922:34250 G61 19 108.18.0922:34638 G62 20 108.18.0922:34497 G63 21 108,18.0922.34528 G64 22 108.18.0922.34170 G65 23 108.18.0922.34248 G66 24 108:18.0922,34387 G67 25 108.18.0922.34169 G68 26 108.18.0922,34652 EJ69 27 108.18.0922.34231 HJ70 28 108.18.092234483 CJ71 29 108.18.0922.34217 CJ72 30 108.18.0922.34684 CJ73 0 64 a NAL ?l f O�yyB�i . Thisdocument has been electronically signed and—sled using a Digital Signature,Printed copies Without an original signature must be 0411.82018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 4/18/2018 11:11:38 Ann Job Number: 509918B Ply: 1 SEAN:855908 /T28 COMN Cust:R9353 JRef: 1Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 10 FROM:RCT DrwNo: 108.18.0922.34622 Truss Label: B45 JB / DF 04/18/2018 13'413 16'5" 245"3 + 32'10" 13 8'0"3 8'0"3 8'4"13 =5X5 D 12 5X5 7 05X5 E co 0 B F °5 A G =3X6(B1) =5X6 B2 =5X6 =3X6(B1) 32'10" f 1'4" 11'1"3 i 10710 + 11'1"3 +4" 11'1"3 21'813 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 H 999 360 B 1557 /185 /752 /- /322 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.261 H 999 240 F 1558 /185 /752 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 C - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:26.01 ft HORZ(TL): 0.064 C B Min Brg Width Req= 1.6 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.6 s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.848 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.609 Rep Factors Used:Yes Max Web CSI: 0.515 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.28 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 617 -2361 D-E 662 -2145 Lumber C-D 662 -2144 E-F 617 -2362 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense:B2 2x4 SP M-31: Chords Tens.Comp. Chords Tens. Com Webs 2x4 SP#3 P• P• Purlins B-1 1950 -369 H-F 1952 -381 I-H 1307 -111 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Web eb Forces Per PI Chord Spacing(in oc) Start(ft) End(ft) Maxy(lbs ) BC 120 0.15 32.69 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. C-1 338 -413 D-H 918 -218 1-D 916 -219 H-E 338 -413 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide iTfNiptfl�J clearance. f >r Wind ®*+•� ° aQaga Wind loads based on MWFRS with additional C&C member design. a + aTCE , • #o 278 f'''' TIO NAt � d'�ivst+taetuft� 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910 as applicab)e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmcomp. truss in conformance with ANSII�PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineen responsibility solely for the design shown. The suitability and use of this awing for any structure is fhe responsibility of the Tuilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEQN:856062 !T12 /SPEC Cust:RR9353 JRef: 1Wa893530003 358 PLAZi fDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34419 Truss Label: B45A JB / DF 04/18/2018 2'10"8 8'1"1 13'4'YO 19'3"8 2'10"8 5'10"14 12 =4X4 7 8 ®4xN11G jk4X6[61 �Bp(a) (b) Job Number: 5099188 Ply: 1 SEQN:855912 /T7 / HIPS Cust:R R9353 JRef: 1 Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34481 Truss Label: B46 JB / DF 04/18/2018 F 1 zto" 14'2" 1�' 32'10" f 7'5'1 + 6'8"15 1 1 6'8"15 7'S"1 =5X5 ;5X5 3X4 0 30X4 B F O 12 '15X5 (a) (a) H . T B P O N L 4X4(A2) =4X4 T5Xu S6R0 =_3X45X6 -6X6 =4X4(A2) 1114X6 32'10" 1'4" 7'59 6'87 1' 2'6' 68"7 7'S"9 1'4� 7'S"9 14'2" 151 2"_1� 18'11 25'4'7 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 S 999 360 B 1332 /182 /755 /- /297 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.345 S 999 240 1 1332 /182 /755 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:25.59 ft HORZ(TL): 0.107 K B Min Brg Width Req= 1.6 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= 1.6 s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.969 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.704 Re Factors Used:Yes Max Web CSI: 0.956 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.28 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 643 -2016 F-G 726 -1550 Lumber C-D 628 -1718 G-H 625 -1720 D-E 726 -1553 H-1 643 -2015 Top chord 2x4 SP#2 E-F 585 -1286 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-U 1660 -405 O-N 1257 -168 member.Or 1x4'T'reinforcement.80%length of S-R 1364 -214 N-L 1374 -221 web member.Same species&SRB grade or better, R-0 1286 -179 K-1 1659 -422 attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. U-S 1621 -398 F-N 738 -375 Purlinst 'fyatt S-D 685 -132 N-G 414 -993 tt9ttz D-R 409 -990 G-L 690 -128 In lieu of structural panels or rigid ceiling use purlins S a4jf` E-R 747 -383 L-K 1627 -409 to laterally brace chords as follows: m Chord Spacing(in oc) Start(ft) End(ft) ®*•'� °••ar TC 44 -1.33 15.00 °•�•iO id "•®� TC 34 15.00 17.83 • TC 44 17.83 34.17 - n+ BC 120 0.15 15.00 • 648 BC 57 15.00 18.81 a' ®' p BC 75 18.81 32.69 Apply purlins to any chords above or below fillers • ? • at 24"OC unless shown otherwise above. o' �TE g'� • e Q Wind a *• 6,V eS Wind loads based on MWFRS with additional C&C 4s •+4•P o' L 0R\V •® '�Cl�'se member design. 9��' 'e•.pw�n••e'• � `® #0 278 y,,�P°R+siy� ®l1t 14 t ' 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCS]sections B3,B7 or 910, as applicable. Appy Oates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip/$Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the mmvcoMpu truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e.. 6750 Forum Drive listing this drawing indicates acceptance of pro)essiona, engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:855916 !T2 / HIPS Cust:RR9353 JRef: 1Wa893530003 358 PLAZAVDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34123 Truss Label: B47 JB / DF 04/18/2018 6'10"1 13' 19'10" 25'11"15 32'10" f 6'10"1 6'1"15 + 6'10" 6'1"15 6'10"1 5X6 =5X5 D E 12 '5X5 7 ICX5 F CoSO m B G a_s A H 4X4(A2)' 1112X4 =5X5 =5X8 1112X4 =4X4(A2) 32'10" 1'4" s'a°13 + 6'3"3 6'8"4 6'4°1s + 68 13 _,1-4" 6'8"13 13' 19'9"4 26'1"3 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL): 0.091 K 999 360 B 1332 /178 /755 /- /262 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.250 K 999 240 G 1332 /178 /755 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.083 I - -, B Min Brg Width Req= 1.6 Mean Height:25.01 ft Code/Misc Criteria CreepFactor:2.0 G Min Big Width Req= 1.6 NCBCLL: 10.00 TCDL:4.0 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.966 g 9 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.623 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.28 ft Rep Factors Used:Yes Max Web CSI: 0.503 0/5 2 Maximum Top Chord Forces Per Ply(lbs) FTfRT:20 Loc.from endwall:not in 9.00 ft ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 665 -2031 E-F 621 -1571 Lumber C-D 623 -1577 F-G 665 -2032 D-E 605 -1288 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-L 1677 -428 J-1 1674 -449 In lieu of structural panels or rigid ceiling use purlins L-K 1674 -429 I-G 1677 -448 to laterally brace chords as follows: K-J 1286 -242 Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.33 13.00 TC 55 13.00 19.83 Maximum Web Forces Per Ply(Ibs) TC 44 19.83 34.17 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.15 32.69 Apply purlins to any chords above or below fillers C-K 238 -463 J-E 447 -65 at 24"OC unless shown otherwise above. D-K 447 -65 J-F 239 -466 Wind tttNtitltpp ��J Wind loads based on MWFRS with additional C&C member design. 1r 0a °i> � e �. 64 8 • lit '41 2020010 8 A P® I-1 7 ;• 4 #0278f1jf®�SJI •,�IVA- �°t+tetneamatut®N°�` 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have brach inslalled per BCS(sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bu!Idin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N�COM,,,,,,. truss in conformance with ANS11 PI 1,or for handl%shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e.. 6750 Forum Drive listing this drawincctt indicates acceptance of ro-fessionaf engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is tPhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.tpinst.or;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEQN:855923 /T1 / HIPS Cust:R R9353 JRef: 1 Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33841 Truss Label: B48 JB / DF 04/18/2018 5'10"9 11' 16'5" 2110" 26'11"7 32'10" 5'109 5'1"7 5'5" 5'5" 5'1"7 5'10"9 ,5X5 =3X4 5X5 D E F 12 7 3C4 \3G /(a) \(a) it SD io io B H "a—a A I =4X4(A2) 1112X4 =5X8 =5X8 1112X4 =4X4(A2) 32'10" 1'4" 5'8"13 5'4"15 10'6"8 5'4"15 5'8"13 1'4" 5'813 11'1"12 21'8"4 27'1"3 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 E 999 360 B 1332 /206 /751 /- /227 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.246 E 999 240 H 1332 /206 /751 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.064 J B Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.966 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.440 Spacing:24.0" C&C Dist a:3.28 ft Rep Factors Used:Yes Max Web CSI: 0.268 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 691 -2050 E-F 618 -1422 Lumber C-D 646 -1708 F-G 646 -1708 D-E 618 -1422 G-H 691 -2050 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 1702 -464 K-J 1701 -485 (a)Continuous lateral restraint equally spaced on M-L 1701 -464 J-H 1702 -484 member.Or 1x4'T'reinforcement.80%length of L-K 1548 -392 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins D-L 533 -124 K-F 533 -124 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 9E@ftfllJfJ TC 45 -1.33 11.00JJjJ TC 55 11.00 21.83 S FLS ��lg TC 45 21.83 34.17r BC 120 0.15 32.69 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ® ! • ♦ ; a Wind648s P Wind loads based on MWFRS with additional C&C rY member design. • UER. fj #0 278�f�d!® � a'10 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ripld ceilin Locations shown for ermanent lateral restraint of webs shall have bracin ins�ailed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face ofptruss and position as shown above and on the Join�Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANaWCAMPAW truss in conformance with ANSI PI 1,or for handlM shipping,installatidn and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawincctt indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability Suite For and use of this drawfng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:855927 /T5 / HIPS Cusl:RR9353 JRef: 1Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34388 Truss Label: B49 JB / DF 04/18/2018 4'8"13 9' 16'5" 23'10" 28'1"3 32'10" 4'8"13 4'3"3 7'S" 7'S" 4'3"3 4'8"13 5X6 1112X4 =5X6 D E F 12 7 k2C4 !,�2X4 in 'v io 1B H A I 4X4(A2) =5X5 =3X8 =5X5 =4X4(A2) 32'10" 9' 175" 23'10" 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.120 E 999 360 B 1332 /236 /742 /- /193 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.331 E 999 240 H 1332 /236 /742 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 J - - Wind reactions based on MWFRS EXP:C HORZ : 0.085 J B Min Br Width Re 1.6 Des Ld: 37.00 (TL) 9 q= NCBCLL: 10.00 Mean Height:23.84 ft Code/Misc Criteria Creep Factor:2.0 H Min Big Width Req= 1.6 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.989 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.984 Re Factors Used:Yes Max Web CSI: 0.309 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.28 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 736 -2046 E-F 801 -1955 Lumber C-D 678 -1836 F-G 678 -1836 D-E 801 -1955 G-H 736 -2046 Top chord 2x4 SP#2 Bat chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-L 1708 -510 K-J 1543 -385 In lieu of structural panels or rigid ceiling use purlins L-K 1543 -378 J-H 1708 -530 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI lbs TC 46 -1.33 9.00 y(Ibs) TC 40 9.00 23.83 Webs Tens.Comp. Webs Tens. Comp. TC 46 23.83 34.17 BC 114 0.15 32.69 D-L 381 3 K-F 507 202 Apply purlins to any chords above or below fillers D-K 507 -202 F-J 381 -3 at 24"OC unless shown otherwise above. E-K 296 -447 Wind Ittttttly►gp' Wind loads based on MWFRS with additional C&C �g ®67 FL %1lh1 member design. 00 o. 6' a e .+ #0 278!!s!l�Gl�'4�'�®at�ewtaut;>��\}_�� 04/18/2018 "*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,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)foP safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attach6d rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Applgy Oates to each face ofptruss and position as shown above and on the Joint9Details; unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,s,,, COMPAW truss in conformance with ANSITTPI 1,or for handlin,shippintq,Installation and bracing of trussesA seal on this drawing or cover page Ability 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su!ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 2 SEAN:855931 /T3 ! HIPS Cust:RR9353 JRef: 1Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34482 Truss Label: B50 2-PLY JB / DF 04/18/2018 — 2 Complete Trusses Required 7' 135"11 19'6"1 25'10" 32'10" 7' 'i` 6'5"11 -}- 6,0"7 -� 6 3"15 I 7' 5X6 =5X5 1112X4 =5X6 C D E F T ,2 7 in V N e -1 F; -Iz-.:: � �I 75A H =4X4(A2) =5X5 =3X4 =5X8 =5X5 =4X4(A2) 32'10" �1 4„� 7'1"12 6'3"15 6 2"3 r 7,1"12 1,4� 7'112 13'2"3 19'6"l 25'8"4 32'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.174 E 999 360 B 2603 1852 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.488 E 999 240 G 2603 /852 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:23.26 ft HORZ(T )� g q L 0.110 1 B Min Br Width Re 1.5 NCBCLL:0.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.988 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.992 Spacing:24.0" C&C Dist a:3.28 ft Rep Factors Used:No Max Web CSI: 0.360 Members not listed have forces less than 375# p g� Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 722-2229 E-F 853 -2684 Lumber C-D 842 -2662 F-G 721 -2229 D-E 853 -2684 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote B-L 1882 -599 J-1 1893 -598 Nail Schedule:0.131"x3",min.nails L-K 1893 -599 I-G 1882 -598 Top Chord:1 Row @12.00"o.c. K-J 2688 -858 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs ) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Purlins C-K 925 -292 J-F 945 -304 In lieu of structural panels or rigid ceiling use purlins K-D 231 -376 to laterally brace chords as follows: 9RNId! Chord Spacing(in oc) Start(ft) End(ft) tdpP TC 61 -1.33 7.00 Sri TC 44 7.00 25.83 TC 61 25.83 34.17 �s'a°d` ® ®Or"•oq'r �,� BC. 113 0.15 32.69 Apply purlins to any chords above or below fillers ® / • at 24' OC unless shown otherwise above. ® s e a r Loading #1 hip supports 7-0-0 jacks with no webs. ffi ,• a Wind wE® Wind loads and reactions based on MWFRS. rr`ri a:®of nee #0 278®rrry �Al e 6%- ml 04/18/2018 **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,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCS]sections B3,B7 or 810, as applicable. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M,wrpU,A truss in conformance with ANSI/ PI 1,or for handlin,shippinq,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawin indicates acceptance of ro esslona engineering responsibility solely forthe design shown. The suitability Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA:www.sbctndustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:855990 /T40 /MONO Cust:RR9353 JRef: 1Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 3 FROM:RCT DrwNo: 108.18.0922.34326 Truss Label: C51 JB / DF 04/18/2018 7'4"113'6"12 14' 7'4"1 67'11 5" 102X44 E 5X5 12 C 7 W3 B 411 R A H G F �W(A1) 1112X4 1006 14' I—1'4'—r 77'13 6'2"3 77'13 13'5" T, H Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.013 E 265 360 B 614 1118 /367 /- /416 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.035 E 999 240 F 534 /186 /415 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:25.30 ft HORZ(TL): 0.019 E B Min Brg Width Req= 1.5 F Min Brg Width Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 q= TCDL:4.0 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.823 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.720 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: 0.986 d Forces Per Ply(lbs) Top Chord Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Maximum ToToTens.Comp.hor GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 219 -652 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W3 2x4 SP M-31: B-H 490 -375 H-G 487 -376 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) C-G 305 -586 TC 75 -1.33 14.00 BC 120 0.15 14.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C Ilm"141 member design. �Otdy� Right end vertical exposed to wind pressure. Deflection meets U240. ey�••*••• • °••••®®gam®l�//1,�oa� 'ar • • A RTE ®•�� SS I�tA� d #o zea 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,87 or 910, as applicable. Appy Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANnwcoMPAW truss in conformance with ANSI/ PI 1,or for handl%shlppinq,Installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of ro esstonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEQN:855994 !T8 ! HIPM Cust:RR9353 JRef: 1Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34279 Truss Label: C52 JB / OF 04/18/2018 6'6"15 13' 14' 3'117 1'1"1 3'3"5 1' -,5X6 H12X4 F GH 1112X4 E yD4 12 7 0SX5 O W10 T e M L 1 1 A PNO =6X6 K J I =2X4(A7) =3X4 -52X6 1112X4 =3X4 102X4 1112%4 14' 4'8" 3'10"15 1' 3'S"1 fi"12 F-1'4" 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 E 999 360 B 614 /123 /373 /- /391 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 E 999 240 1 534 /193 /392 /- /- /5.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.016E Wind reactions based on MWFRS Des Ld: Me 37.00 a.C HORZ(TL): 0.031 E B Min Brg Width Req= 1.5 Mean Height:25.01 ft Code/Misc Criteria Creep Factor:2.0 1 Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.775 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.496 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs). Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 243 -737 D-E 228 -387 Lumber C-D 218 -563 E-F 307 -460 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3:W10 2x4 SP M-31: Chords Tens.Comp. Chords Tens. Comp. Purlins B-P 585 -429 N-L 434 -392 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 75 -1.33 13.00 P-N 592 -436 L-F 726 -478 TC 12 13.00 14.00 BC 99 0.15 8.43 BC 15 8.45 9.71 BC 51 9.73 14.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 9fe �lBpp Wind S �r�jfs Wind loads based on MWFRS with additional C&C � o+"fl ®'r°iao member design. �' aaa �r Right end vertical exposed to wind pressure. s`r Deflection meets U240. e d 0. AT #0 278not 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl ri4id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply?fates to each face.oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AAMOOurANY truss in conformance with ANSIfTPI 1,or for handli q,shlppinfq,installation and bracing of trussesA seal on this drawing or cover pa�e,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEAN:855997 /T6 / HIPM Cust:R R9353 JRef: 1 Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrvNo: 108.18.0922.34249 Truss Label: C53 JB / DF 04/18/2018 5'12211' 13'5" 14' 5'1"7 2'S" '1 7"1 =4X4 =3X4 0 EF 12 C4 7 WS B as AJ I H G =M4fA1� 1112X4 Job Number: 5099188 Ply: 1 SEAN:856000 /T31 /HIPM Cust:RR9353 JRef: 1Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.33827 Truss Labe[: C54 JB / DF 04/18/2018 4'a"13 9' 13'5" 14; r' 4'8"13 43"3 4'5" +T' 554X6 =3X4[11] D EF 12 C4 77 "v B a•s 1 A I -Au G =2X4(A1) =3X8 1112X4[12] 14' 1 4 9'1"12 4'5" ' 9'1"12 13'6"12 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 C 999 360 B 614 /219 /387 /- /271 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 1 999 240 G 534 /218 /314 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 1 - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.014 1 B Min Brg Width Req= 1.5 Mean Height:23.84 ft NCBCLL: 10.00 BCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.757 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.777 Re Factors Used:Yes Max Web CSI: 0.911 Members not listed have forces less than s) Spacing:24.0" C&C Dista:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 281 -684 C-D 216 -442 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 B-I 548 -439 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [11] W3X4 S 1.75 [12] W2X4 S 2.75 I-E 499 -275 E-H 318 -507 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 9.00 TC 60 9.00 14.00 ILMI RP BC 120 0. 14.00 � � Apply purlins to any chords abovee or below fillers d��/i'� at 24' OC unless shown otherwise above. Wind �`o°� �C•°~ e Wind loads based on MWFRS with additional C&C member design. Q. e Right end vertical exposed to wind pressure. � a 648 Deflection meets U240. v' s r e Y A 8 p $� a ATE +t� e #0 278 ry�iy /ON 'L � "bum"wgataau 04/18/2018 **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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri Id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcabgle. Appy plates to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for 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 ,�r,,,,Co,PAW truss in conformance with ANSI/TPI 1,or for handl%shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawingg indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitmccm;TPI: www.t inst.org:SBCA:www.sbcindust .corn;ICC: www.icesafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEQN:856006 /T22 /HIPM Cust:R R9353 JRef: 1 Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34294 Truss Label: C55 JB / DF 04/18/2018 7' + 13612 11g' 7' 6'6"12 5" 6C CX8 T2 1112X41101 F1 I 12 7 (a) n v - (V iN B 4"5 1 A H G F =4X4(,2) 1112X4[9] 1114X6 14' [�1'4" 7'112 6'3"4 7'112 13'5" 7„ H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.052 E 65 360 B 1197 /504 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA _Cs:NA VERT(TL):-0.105 E 999 240 F 1449 /624 /- /- !- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.022 G - - B Min Brg Width Req= 1.5 Mean Height:23.26 ft Code/Misc Criteria CreepFactor:2.0 F Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.987 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.975 Re Factors Used:Yes Max Web CSI: 0.820 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 725 -1768 Lumber Purlins Top chord 2x4 SP#2:T2 2x4 SP M-31: In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) B-H 1430 -560 H-G 1460 -559 TC 38 -1.33 7.00 Bracing TC 75 7.00 14.00 (a)Continuous lateral restraint equally spaced on BC 97 0.15 ' 14.00 Maximum Web Forces Per Ply(Ibs) member.Or 1x4'T'reinforcement.80%length of Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. web member.Same species&SRB grade or better, at 24' OC unless shown otherwise above. C-H 847 0 C-G 657 -1716 attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.33 to 56 plf at 7.00 TC:From 28 plf at 7.00 to 28 plf at 14.00 I> ip>Wt! BC:From 5 plf at -1.33 to 5 plf at 0.00 11,54&f BC:From 20 plf at 0.00 to 20 plf at 7.03 BC:From 10 plf at 7.03 to 10 plf at 14.00 o e TC: 392 Ib Cone.Load at 7.03 TC: 171 Ib Cone.Load at 8.40,10.40,12.40 •e�® y i?�°®O BC: 476 Ib Cone.Load at 7.03 BC: 128 Ib Cone.Load at 8.40,10.40,12.40 • Plate Shift Table 0.� ' a 648 JT Plate Chord JT Plate Chord g No Size Shift Bite No Size Shift Bite [9] W2X4 S 2.50 [10] W2X4 S 2.50 $� �'� �� ✓I�� es°� Wind Wind loads and reactions based on MWFRS. 'rer �a®. Right end vertical not exposed to wind pressure. #0 27;"*114 ��UtttttElu'6�� 04/18/2018 **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,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as app]Ical5 e. Apply pates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the p„ PMY truss in conformance with ANSI] m,,ro,, PI 1,or for.handllnj shipping,Installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: w Jccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856071 /T20 /COMN Cust:RR9353 JRef: 1Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34685 Truss Label: D56 JB / DF 04/18/2018 5'8"7 10'7"12 15'7"l 21'3"8 411"5 4'11"5 =4X6 D 12 C6 4 E6 n 7 - io - (a) B F a•s A I H J G =4 (Al) 1114X6 =7X8 1114X6[16] =4X6(A1) 12'1"12 9'1"12 1'4" 5'6"11 '1 5'1"1 56"1150 158"131 " i 21'3"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 G 999 360 B 805 /331 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.132 G 999 240 J 1392 1362 /- /0 /0 /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - F 2100 /607 /- /- /- 15.5 EXP:C Des L& 37.00 Mean Height:24.32 ft HORZ(TL): 0.022 G Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 J Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.877 F Min Brg Width Req= Re Bearings B,J,&F are a rigid d surface.Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.570 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind B-C 433 -1113 D-E 260 -628 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. C-D 258 -624 E-F 690 -2306 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-I 905 -334 H-G 3843 -1111 member.Or 1x4'T'reinforcement.80%length of I-H 899 -334 G-F 1954 -561 web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.1 13"x2.5",min.)nails @ 6"oc. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-H 186 -505 E-G 1497 243 TC:From 56 plf at -1.33 to 56 plf at 21:29 H-E 450 -1767 BC:From 5 plf at -1.33 to 5 plf at 0.00 itttfiltU�6 BC:From 20 plf at 0.00 to 20 pif at 14.06Bdp BC:From 10 plf at 14.06 to 10 plf at 21.29 S rprry, BC: 667 Ib Conc.Load at 14.06,16.06,18.06,20.06 .9®9�yaffi p'!®tayo�Qt Plate Shift Table • JT Plate Chord JT Plate Chord q ; No Size Shift Bite No Size Shift Bite ; w [16] W4X6 S 3.75 a° 648 s Purlins 7� In lieu of structural panels or rigid ceiling use purlins o a° to laterally brace chords as follows: ,c�aq ATE Chord Spacing(in oc) Start(ft) End(ft) TC 62 -1.33 10.65 � ^ 4��0° V a� TC 34 10.65 21.29 0 m®.Le@ BC 120 0.15 21.15 Bio` rn�a*a Apply purlins to any chords above or below fillers #0 278 rO�iiy� IONA t®' at 24"OC unless shown otherwise above. %4;;;6;K88t 04/18/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatincl,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro[erly attached ri4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmcompv truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e•, 6750 Forum Drive listing this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The s i abrllty Suite 305 and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TP 1 1 Sec.2. Orlando FL,32821 For more information see this job's general notes age and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 509918B Ply: 1 SEAN:856018 /T17 /COMN Cust:RR9353 JRef: 1 Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DrwNo: 108.18.0922.33811 Truss Label: D57 JB / DF 04/18/2018 5'611 10'7"12 15'8"13 21'3"8 5'611 5'1"1 5'1"1 5'6"11 4X4 D 12 -C4 o2 E4 n 7 io - 8 F a•s A G =3 1) =5X6 3X4(A1) 12'1"12 9'1"12 �•-1'4" 107"12 107"12 107"12 21'3"B Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 G 999 360 B 820 /337 /464 /- /204 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.068 G 999 240 H 200 /21 /118 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 G - - F 707 /288 /373 /- !- /5.5 EXP:C Des Ld: 37.00 Mean Height:24.32 ft HORZ(TL): 0.019 G Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc'Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.969 H Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.828 F Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.233 Bearings B,H,&F are a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 478 -1033 D-E 373 -742 Top chord 2x4 SP#2 C-D 373 -742 E-F 481 -1029 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-G 842 -324 G-F 1671 -656 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI lbs TC 66 -1.33 10.65 y(lbs) TC 69 10.65 21.29 Webs Tens.Comp. BC 120 0.15 21.15 Apply purlins to any chords above or below fillers D-G 412 -169 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C (W14114, member member design. �S F 'IF#, � o 4. 648 8 to • f � • R y' „ a oa PY 1� a a c L 0R\Vio#tea. !�� eifaposoe*f #0 278 �4y/y�'01 tf A 'uuntnrittast't►� °� 04/18/2018 "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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rinld ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or B10. _ as applicable. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. f�efer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MnWCO AW truss in conformance with ANSI PI 1,or for handlln%shippinfq,Installation and bracing of trussesA seal on this drawing or cover pa e•, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely forthe design shown. The s iit9abillty and use of this drawing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust xom;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856013 /T19 /COMN Cust:RR9353 JRef: 1Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 2 FROM:RCT DnwNo: 108.18.0922.34637 Truss Label: D58 JB / DF 04118/2018 i 5'6"11 10'7"12 15'6"13 5'1"1 5'1"1 5'6"11 =4X4 D 12 2X42X4 7 C E B F 4=s A H I C =3 1) =5X6 3X4(A1) 12112 91"12 10'7"12 107"12 r-1'4" {- 10712 + 21'3"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 H 999 360 B 821 /338 /464 1- /221 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.069 H 999 240 1 196 /14 /113 /- /_ /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 H - - F 797 /336 /451 /- /- /5.5 EXP:C Des Ld: 37.00 Mean Height:24.32 ft HORZ(TL): 0.019 H Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 1 Min Br Width Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 g q= F Min Brg Width Req ri Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.644 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.233 Bearings B,I,&F are a rigidd surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 494-1035 D-E 386 -743 Top chord 2x4 SP#2 C-D 386 -744 E-F 490 -1025 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-H 843 -294 H-F 1655 -585 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per PI TC 66 -1.33 10.65 Y(lbs) TC 68 10.65 22.63 Webs Tens.Comp. BC 120 0.15 21.15 Apply purlins to any chords above or below fillers D-H 412 -174 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C li�ltiPld{gldd member design. °°°prem, ® etrr f° 4Fa ° cs. 8 ° a r a ® a 'y a JIM +-.1. OR rrrr�r °.aos®* 04/18/2018 "`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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicabgle. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for 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 auitwcouvnnr truss in conformance with ANSnPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite Fos and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856025 /T18 /GABL Cust:RR9353 JRef: 1Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34559 Truss Label: D59 JB / DF 04/18/2018 '6"Y� 9'6"72 + 168'127"1 4'833. 4 l-- 2712-{-1'4"-j (TYP) =4X4 J K 12 ZL - =4R4,3X _ SC1 B + L S I T A U T 1I 1 AC_ =2X4(A1) 4 -xs =2X4(C) 21'3"8 167"4 4'8"4 I-1'4" 16'7"4 28 1'4"-{ (NNQ F--4'4" -I . Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.025 O 999 360 AC*252 /97 /90 /- /36 /148 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 0 999 240 S 787 /353 1429 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 O - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.029 O AC Min Brg Width Req= - NCBCLL:10.00 Mean Height:24.16 ft Code/Misc Criteria Creep Factor:2.0 S Min Brg Width Req= 1.5 TCDL:4.0 psf s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 Bearings AC&S are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.230 Re Factors Used:Yes Max Web CSI: 0.094 Members not listed have forces less than s) Spacing:24.0" C&C Dista:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 L-Q 488 -809 R-S 284 -689 Lumber Additional Notes Q-R 311 -485 Top chord 2x4 SP#2 See DWGS Al4030ENC101014&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Stack Chord SC1 2x4 SP#2: Stacked top chord must NOT be notched or cut in area(NNL).Dropped top chord braced at 24"oc B-V 427 -251 L-U 470 -82 Plating Notes intervals.Attach stacked top chord(SC)to dropped V-L 417 -281 U-S 470 -82 top chord in notchable area using 3x4 tie-plates 24" All plates are 2X4 except as noted. oc.Center plate on stacked/dropped chord Maximum Gable Forces Per Ply(lbs) interface,plate length perpendicular to chord length. Purlins Splice top chord in notchable area using 3x6. Gables Tens.Comp. In lieu of structural panels or rigid ceiling use purlins K-L 305 -488 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 -1.33 1.26 TC 120 1.26 10.65 TC 75 10.65 16.60 TC 73 16.60 22.63IRlll/ d 1141BC 75 0.29 21.15 Apply purlins to any chords above or below fillers `� °Qa►f° at 24"OC unless shown otherwise above. "s®®.�*ya® ' Af Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face i 0. 648 and 24.0"span opposite face.Top chord must not w° be cut or notched,unless specified otherwise. . r Wind JE Wind loads based on MWFRS with additional C&C member design. *4++�/ +MEMBER TO BE LATERALLY BRACED FOR sp � sf1106, QW*•®** ®+1 HORIZONTAL WIND LOADS. TO BE DESIIGNEDAND FURN FURNISHED #0 27 BY OTHERS. °"s�tatt�etmsuuE��rf�' 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810, as applical5 e. Appy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N11 COWA,1. truss in conformance with ANSI/ PI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibilittyv solely for the design shown. The suitability Suite 305 and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust .com;ICC:w Jccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856021 /T9 / GABL Cust:RR9353 JRef: 1Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34529 Truss Label: E60 JB / DF 04/18/2018 g4'8"4 8'3"3 8'10"15 5" 3'6"15 3'6"15 7"1 1'4"—� (TVP) �---274 =4X4 F T 12 7 N ,3X3 a3X3 1c SC1 B SC2 y5 A = K (s =3xaca(cs)2xaCC) X 9'4"8 9'4"8 (NNL) (NNL) 41" I 4.4" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 1 999 360 Q* 184 /127 /67 /- /25 /112 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.003 1 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - Q Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:22.42 ft HORZ(TL): 0.002 D Bearing Q is a rigid surface. NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI:. 0.353 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.083 Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE I VIEW Ver:17.02.02A.1213.21 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS A14030ENC101014&GBLLETIN0118 for Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SCI 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 -1.33 1.26 TC 60 1.26 9.37 TC 34 9.37 10.719@t@tll4dfg�Ike BC 75 0.29 9.08 S Apply purlins to any chords above or below fillers � at 24"OC unless shown otherwise above. +p�� S6, 46 � 04 Loading ®• f 4• Truss designed to support 2-0-0 top chord outlookers +° ' • and cladding load not to exceed 11.50 PSF one face : o. 648 and 24.0"span opposite face.Top chord must not a° be cut or notched,unless specified otherwise. i ,• e + Wind w E Wind loads based on MWFRS with additional C&Cg Q member design. r, o e• v.45r. Q+++v r+v v+v V #0 2718 r�si, AL Iftwo sN°° 04/18/2018 **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 shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as appllcab�e. Apply plates to each face.oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of INV Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aurtwcoMPAW truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindusiry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856057 /T13 /COMN Cust:RR9353 JRef: 1Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34250 Truss Label: G61 JB / DF 04/18/2018 5'6"8 878 17'3" l 5'6"8 '!- 3'1" { 87.8 '1 1112X4 =_5X5 A e 2X4 12 C Q7 (a) a) T 0104 X6 T 1 a4 1 G 12 E \02x6 1112X4 17'3" 87 8'2" 5° 8718 + 16'9"8 18" ! 117 3.. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 C 999 360 G 667 /391 /397 /- /348 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.105 C 999 240 E 667 /165 /393 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.052 E - - G Min Brg Width Req= - Mean Height:26.77 ft E Min Br Width Re NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= - Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.945 BCDL:5.0 psf Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.871 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.552 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 383 -1051 C-D 126 -1066 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 G-F 404 0 Webs 2x4 SP#3 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4'T'reinforcement.80%length of G-B 279 -657 F-D 771 0 web member.Same species&SRB grade or better, B-F 1016 -369 D-E 211 -611 attached with 8d Box or Gun(0.113"x2.5",min.)nails F-C 496 -465 @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) tRPtlftyd TC 67 0.00 5.54 �7lddjd BC 109 0.00 8.63 BC 75 8.63 17.25 °i� Apply purlins to any chords above or below fillers �� ,•*'° ° °°•Oe °y at 24' OC unless shown otherwise above. e Hangers/Ties (J)Hanger Support Required,by others a o, 648 ' e Wind a Wind loads based on MWFRS with additional C&C member design. �® /�tT� ;'Q R Left end vertical not exposed to wind pressure. OR °to�eop®aA°G #0 278711,,;O,v 1 Y p 4 Imu '�°'adre�ueaMa 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810, as applicable. Appy Oates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnWCol4rury truss in conformance with ANSI/ PI 1,or for handl%shlppinlq,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEQN:856054 /T10 /COMN Cust:RR9353 JRef: 1Wa893530003 358 PLAZMDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34638 Truss Label: G62 JB / DF 04/18/2018 BTB I q•g / 4.4.8 + 878 1 ©2X4 =_5X8 A B 12 2X4 Q 7 C N tat W1 T 014x4 a6X6 G IT 1 4 4 1 G 12 E ®2X6 1112x4 177 87 8'7 i 878 + 1678 Loading Criteria(ps( Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 C 999 360 G 667 /416 /418 /- /391 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.111 C 999 240 E 667 /147 /394 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 A - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:27.15 ft HORZ(TL): 0.055 A G Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.969 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.851 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.520 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): I -C 344 -1052 C-D 77 -1065 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1 213 21 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 SP#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 SP#2 G-B 287 -610 F-D 770 0 Webs 2x4 SP#3:W1 2x4 SP M-31: B-F 1040 -366 D-E 193 -611 Bracing F-C 504 -468 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 6iftt(t7yp�ftt ' TC 51 0.00 4.25 BC 109 0.00 8.63 BC 75 8.63 17.25 Apply purlins to any chords above or below fillers �6°°• � o w^y at 24' OC unless shown otherwise above. o y! Hangers/Ties a° a (J)Hanger Support Required,by others � ° �. 64CI ° '� ■ Wind e e Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. 0 R0°e ®+�4P! AN 40 278 ��iq��ONAI_ 41 imla UN 04/18/2018 *"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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri !d ceilm Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcab�e. Appy plates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ar4nwcOWMY truss in conformance with ANSI PI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856049 /T33 /COMN Cust:R R9353 JRef: 1 Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34497 ' Truss Label: G63 JB / DF 04/18/2018 i 6'3" 87"8 1TY 87"8 102x4 =exs A B III2X�4 12 Q 7 (a) (a) W1 T 4X4 =6X6 T 1 I \93X4[7][7) 72 1112X6 1 17'3'• 87 87" 'I5" 87"8 I n 115"713" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 C 999 360 G 667 /302 /407 /- /384 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.104 C 999 240 E 667 /128 /372 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:26.57 It HORZ(TL): 0.053 E G Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.945 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.885 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: 0.620 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft .FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 548 -1032 C-D 354 -1066 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Wind Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Bot chord 2x4 SP#2 member design. G-F 494 -62 Webs 2x4 SP#3:W1 2x4 SP M-31: Left end vertical exposed to wind pressure. Bracing Deflection meets U240. Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4'T'reinforcement.80%length of G-13 293 -729 F-D 771 -153 web member.Same species&SRB grade or better, B-F 969 -335 D-E 287 -611 attached with 8d Box or Gun(0.113"x2.5",min.)nails F-C 382 -426 @ 6"oc. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [1] W3X4 S 2.50 SJJJ Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 6.25 0 s BC 109 0.00 8.63 o a o BC 75 8.63 17.25 :. Q• 648 s Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. i Hangers/Ties ®9 ,�iTE o� (J)Hanger Support Required,by others ®® �°od °a.sam*• d 40 278�dJd°�irjr NA y X1#0 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq insalled per BCSI sections B3,B7 or 810, as appllcabb�e. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin/$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w wconm wv tr ss in conformance with ANSIPI1,or for handling,shippinfq,installation and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawin indicates acceptance of ro essiona engrneerm responsibility solely for the design shown. The suitability and use of this cg�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEAN:856046 /T29 !COMN[Cust:R R9353 JRef: 1 Wa893530003 358 PLAZR/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34528 Truss Label: G64 JB / DF 04/18/2018 87 12'11"4 17'3" i 8'3" + 4'8"4 4'392 1113X4 —15X5 A B 12 Q 7 13X4 C T2 T yy1 IF 2XG4 =5x10 T 1 44 i G 12 E 1112x6 0/3X4[11][111 173" 8'2" 8'2" 5"r 878 + 16'9"8 ,{.5.",.� '17'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 F 999 360 G 667 /296 /375 /- /323 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 F 999 240 E 667 /131 /372 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.025 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 MeHORZ(TL): 0.049 E G Min Brg Width Req= - NCBCLL: 10.00 TCD Height:25.98 ft L:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Br 9 Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.979 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.926 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: 0.680 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 389 -786 B-C 371 -959 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 G-F 379 -138 F-E 768 -275 Webs 2x4 SP#3:W1 2x4 SP SS Dense: Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Chord JT Plate Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-G 284 -594 C-E 360 -971 [11) W3X4 1.25 R 2.50 A-F 880 -297 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.25 TC 65 8.25 17.25 Ii1F81l9YfyptBli BC 75 0.00 8.63 �a �fh� BC 109 8.63 17.25 Apply purlins to any chords above or below fillers ss.. . .pm' at 24' OC unless shown otherwise above. `os•, ++ � � a Hangers/Ties j (J)Hanger Support Required,by others . O. 648 • s a Wind Wind loads based on MWFRS with additional C&C * a member design. e ATE $+ Left end vertical exposed to wind pressure. o e (� Deflection meets U240. ��O •+a� 0R Q�e++��'q e €� g♦ #0 278 /ONA t!�� 04/18/2018 **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 shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicabgle. Appy plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. A!pine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the mrrwcomrwy truss in conformance with ANSI PI 1,or for handlin4 shlppinq,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this gnawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEQN:856043 1 T34 /COMN Cust:R R9353 JRef: 1 Wa893530003 358 PLAZAIDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT DnwNo: 108.18.0922.34170 Truss Label: G65 JB / DF 04/18/2018 4'312 I 10'3" + 17'3" 4'3"12 5'11"4 7' 1112X4 =3X4 �SXS A B C 72 Q 7 -y- a) 1112x4 T W1 =5X5 D I l a4 i G 12 V=4[1][1) N2X6111][11] 17'3" 8'2" 8'2" 5„r 87"8 + 16'9"8 ,5„ �3" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 F 999 360 G 667 /289 /349 !- /263 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.098 F 999 240 E 667 /247 /366 /- /- 15.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.035 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.068 D - - G Min Brg Width Req= - NCBCLL: 10.00 Mean Height:25.40 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 TCDL:4.0 psf Bearing E is rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 g a 9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.949 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: 0.820 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 400 -958 Lumber Wind Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x4 SP#2: Left end vertical exposed to wind pressure. G-F 530 -196 F-E 889 -260 Bracing Deflection meets U240. (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or lx4'T'reinforcement.80%length of Webs Tens.Comp. Webs Tens. Comp. web member.Same species&SRB grade or better, G-B 336 -810 F-C 421 -10 attached with 8d Box or Gun(0.1 13"x2.5",min.)nails B-F 604 -108 C-E 286 -1011 @ 6"oc. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [1] W3X4 S 2.50 [11] W2X6 0.31 R 2.50 $flfliflft� g!! Purlins In lieu of structural panels or rigid ceiling use purlins +++` ` `�•o ofj to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 64 0.00 10.25 TC 75 10.25 17.25 oa 648 BC 109 0.00 17.25 m Q• R Apply purlins to any chords above or below fillers Zi at 24' OC unless shown otherwise above. °+ t a $ �+ Hangers/Ties TE ++� (J)Hanger Support Required,by others +a®e +*a>� 40278 ` "`r4r �ri9N�� ta 04/18/2018 **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 shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rj id ceilin Locations shown for permanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or 910, as applicabgle. Apply Oates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlgComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the nN WCOMPun truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page_. 6750 Forum Drive listing this drawingq indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ablltty Suite 305 and use of this drawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC: www.icrsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEAN:856040 /T26 /COMNFCusl..".R:R9353 JRef: 1Wa893530003 358 PLAZ4/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 1 FROM:RCT 108.18.0922.34248 Truss Label: G66 / DF 04/18/2018 i 5'3"3 i 10' i 17'3" 5'3"3 4'8"13 TY , =5X5 1112X4 C D 12 7 =2X4 8 (a) T =5X5 W4 B2 fV A 4 :3X4(Ai) 12 0/2X6113113) 8'2" 8'T'8 + 16'9"8 ,55" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 B 999 360 A 671 /233 /391 /- /287 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.254 B 999 240 E 662 /273 /370 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.073 E - - Wind reactions based on MWFRS EXP:C Des U 37.00 Mean Height:24.53 ft HORZ(TL): 0.141 E A Min Brg Width Req= - NCBCLL: 10.00TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.982 Bearing E is a surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.989 Re Factors Used:Yes Max Web CSI: 0.691 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 863 -1925 B-C 616 -1468 Lumber Wind Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:B2 2x4 SP SS Dense: member design. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W4 2x4 SP#2: Right end vertical exposed to wind pressure. A-F 1712 -1174 F-E 834 -609 Bracing Deflection meets U240. (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or lx4'T'reinforcement.80%length of Webs Tens.Comp. Webs Tens. Comp. web member.Same species&SRB grade or better, B-F 417 -400 C-E 614 -969 attached with 8d Box or Gun(0.113"x2.5",min.)nails F-C 1104 -521 @ 6"oc. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [13] W2X6 0.31 R 2.75 9iHiltHyt�t PurlinsIn lieu of structural brace chordss or rigid as follows: use purlins s�®r to laterally • ' • 'o"'e{J1, , Chord Spacing(in oc) Start(ft) End(ft) TC 47 0.00 10.00 TC 75 10.00 17.25 ® $ e BC 83 0.13 8.63 a s BC 109 8.63 17.25 i Apply purlins to any chords above or below fillers e at 24' OC unless shown otherwise above. a e ��E a Hangers/Ties ?` oQ •+ cc �LI (J)Hanger Support Required,by others � �`r�i� '•4�L 9�JR,��`•♦X�!o r a + � r''ryr � °O•rss®•®'� #0 278 �'ti��nt�atsu�t►� '�°' 04/18/2018 **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,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilm Locations shown for ermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 610, as applicable. Appy Oates to each faceoftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,u,n,,,ro,PAW truss in conformance with ANSII�PI 1,or for handlin4,shipping,installation and bracing oftrussesA seal on this drawing or cover a�e 6750 Forum Drive listing this drawing indicates acceptance of pro)esslona engineering responsibility solely for the design shown. The spii ability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856037 /T11 /COMN Cust:R R9353 JRef: 1 Wa893530003 358 PLAZFVDUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 4 FROM:RCT DrwNo: 108.18.0922.34387 Truss Label: G67 JB / DF 04/18/2018 L 878 173 87"8 87"8 , or4X6r1) 12 7 - T 5X5 V T ° y's Q 4 3X4(A1) 12 - �3X4(A1) 17'3" 8'2" 8'2" 5„ 8'7"8 16'9"8 57 17 3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.078 D 999 360 A 666 /242 /355 /- /143 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.222 D 999 240 C 667 /242 /355 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068'D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:Cght:24.12 ft HORZ(TL): 0.131 D - - A Min Brg Width Req= - NCBCLL: 10.00 TCDL:Mean Height: 4. psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 Bearing C is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.785 Re Factors Used:Yes Max Web CSI: 0.426 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 540 -1702 B-C 540 -1703 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-D 1483 -368 D-C 1483 -368 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs)Webs Tens.Com to laterally brace chords as follows: p• Chord Spacing(in oc) Start(ft) End(ft) B-D 1117 -172 TC 40 0.00 8.63 TC 41 8.63 17.25 BC 102 0.13 17.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others fdtlryrytlh Wind ® Wind loads based on MWFRS with additional C&C ®yo4o a°o® member design. m e648 a O �• }� d "o .q ATE a° Y 40278 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracincl installed per BCSI sections B3,B7 or 910, as applicable. Appy Oates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for 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 mnwro,�, truss in conformance with ANSI PI 1,or for handling,shipping,Installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive listing this drawing indicates acceptance of ro)essionag engineering responsibility solely for the design shown. The suiPabllity and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.org;'SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEQN:856031 /T21 /GABL Cust:RR9353 JRef: 1 Wa893530003 358 PLAZR/DUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 1 FROM:RCT DrwNo: 108.18.0922.34169 Truss Label: G68 JB / DF 04/18/2018 F 111 1'11 17'3' 6713 878 F- 4'7"8 �NP) m4X4 ( 12 7 J TII14)6 sci �3 C :—�3X4(D7) B L K T �54 A 122 o2X4(A1 $,3 6(C6) aa 16'4" �1'I 16'4" 1 16'4" (NNL) f'---5.4. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF 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 /RL-_/W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 L 999 360 B* 189 /58 /109 /- /39 /98.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 L 999 240 O* 138 /80 /80 /- /- /98.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 L - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:23.57 ft HORZ(TL): 0.020 L B Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 O Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.499 Bearings B&O are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.363 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: 0.112 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 771 -798 B-C 749 -809 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS A14030ENC101014&GBLLETIN0118 for Maximum Gable Forces Per Ply(Ibs) Bot chord 2x4 SP#2 gable wind bracing and other requirements. Gables Tens.Comp. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in L-J 327 -402 :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc Plating Notes intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" All plates are 2X4 except as noted. oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Purlins Splice top chord in notchable area using 3x6. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 46 -1.33 2.12 TC 75 2.12 16.79 BC 75 0.75 17.25 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ilJ�-` •�dgf Loading Truss designed to support 2-0-0 top chord outlookers �. �� eve/ e• and cladding load not to exceed 11.50 PSF one face and 24.0"span opposite face.Top chord must not : 4" i be cut or notched,unless specified otherwise. s : i 648 Wind ♦` S Wind loads based on MWFRS with additional C&C member design. .0*♦ +° a (� fi Left and right cantilevers are exposed to winder `®. so #0 278 04/18/2018 **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 shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brag,'n installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on then�Details, unless noted otherwise. F7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip/$cL „m Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the n„coMpmy truss in conformance with ANSI] 1,or for handling,shippinlq,Installation and bracing of trussesA seal on this drawing or cover pa�e,, 6750 Forum Drive listing this drawing indicates acceptance of ro)essiona. engineering responsibility solely for the design shown. The sui ability and use of this pawing for any structure is the responsibility of the building Designer per ANSI/TPl 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.t inst.org;SBCA: www.sbcindust .com;ICC: wwwJ=afe.crg Orlando FL,32821 Job Number: 5099188 Ply: 1 SEAN:855934 /T37 /EJAC Cust:R R9353 JRef: 1 Wa893530003 358 PLAZXDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 15 FROM:RCT DrwNc: 108.18.0922.34652 Truss Label: EJ69 JB / DF 04/18/2018 C 12 7 n in v � N B ¢T¢55 55 A D 2X4(A1) 14„—+ 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 363 /84 /241 /- /219 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 128 /- /72 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D C 171 /154 /110 /- /- /1.5 EXP:C Des 1-cf. 37.00 Mean Height:23.26 ft HORZ(TL): 0.026 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.700 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.504 C Min Brg Width Req= . Re Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. yyi ®•`°\,� Seo°'�, � r • �. 64'6 A " v a � ti D ATE rig.` aaovme• #0 278 ,�4eatxiHsu�� 04/18/2018 `"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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicabgle. Apply plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build! Components Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the ,v„t�.,CC,�,,,,, truss in conformance with ANSI/ PI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of rofessionarr engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing, for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856003 /T4 / HIP_ Cust:RR9353 JRef: 1Wa893530003 358 PLAZR/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 3 FROM:RCT DrwNo: 108.18.0922.34231 Truss Label: HJ70 JB / DF 04/18/2018 57"10 9110,11 f 5'2"10 47"6 1 D 12 2X4 4.95 F�:— C � N N 117 B T 4"5 A FE 2X4(A1) =4X4 1'11"6 9'4"6 5"11 9'4"6 9'1 "1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 F 999 360 B 406 /164 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 F 999 240 E 349 /47 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 221 /154 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:23.24 ft HORZ(TL): 0.012 C - - Wind reactions based on MWFRS NCBCLL:0.00 g Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Brg Width Re q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.839 D Min BrWidth Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.448 g q– . Re Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft p Factors Used:No Max Web CSI: 0.253 Loc.from endwall:NA FT/RT:20(0)15(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber B-C 288 -495 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Purlins B-F 452 -249 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 75 -1.95 9.84 Webs Tens.Comp. BC 116 0.15 9.84 C-F 278 -506 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Hipjack supports 6-11-8 setback jacks with no webs. !!!!lEdy® F Citi®�i Wind y�ry f Wind loads and reactions based on MWFRS. ®,.•' ' •er®e o• a. 648 • 4 ® � rA A►TE #0278 N q • Arte'/Yp�s�myj�m{{m p PP �,. ®r�r��t+ luti � 04/18/2018 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri Id ceilin Locations shown for ermanent lateral restraint of webs shall have bracingq ins�alled per BCSI sections B3,B7 or 910,. as appllcabgle. Appy plates to each face.otptruss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinhcLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,rWCOWAW. truss in conformance with ANSI PI 1,or for handlin shipping,Installation and bracing of trussesA seal on this drawing or cover patge.. 6750 Forum Drive listing this drawing indicates acceptance of ro essronar engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:w Jccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856072 /T14 /JACK Cust:R R9353 JRef: 1 Wa893530003 358 PLAZAJDUVAL CTY(JEWELL)358 PLAZAIDUVAL CTY Qty: 6 FROM:RCT DrwNo: 108.18.0922.34483 Truss Label: CJ71 JB / DF 04/18/2018 C 12 7 N M r7 O V B T A D 2X4(A1) 14" + 4'11"11 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 290 /72 /198 /- /161 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 89 /- /48 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.004 D C 117 /104 /74 /- !- /1.5 EXP:C Des Ld: 37.00 Mean Height:22.67 ft HORZ(TL): 0.008 D Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Br Width Re = - Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 g p C Min Brg Width Reg = - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.245 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. T mBN ref% . Dep`ae D eama®0 41 D t m 0 o. 648 s e g D g ATE s �j (� t®oaoRmD #0 278 gBB�ttli�y�,gAWfi� 04/18/2018 **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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ranwcouPAW truss in conformance with ANSI] 1,or for handl%shlppinp,installation and bracing of trussesA seal on this drawing or cover pae 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust xom;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 5099188 Ply: 1 SEAN:856073 /T38 /JACK Cust:R R9353 JRef: 1 Wa893530003 358 PLAZA/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 6 FROM:RCT DrwNo: 108.18.0922.34217 Truss Label: CJ72 Je / DF 04/18/2018 C 12 7 N N � B o r- C14 4"5 A D 2X4(A1) 2'11"11 �— 1 4 T 2'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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 /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 224 /65 /161 /- /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 50 /- /27 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 59 /55 /34 /- /- /1.5 Des Ld: 37.00 EXP'C HORZ(TL): 0.001 D Wind reactions based on MWFRS Mean Height:22.09 ft Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.188 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.074 C Min Brg Width Req=P Spacing:24.0 C&C Dist a:3.00 ft - Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. " Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 60 -1.33 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. V `®aaa• H 8®••®® ma � as ? M. 1B a Q q @ � spa a p. ATEAN • AN •a•ma•• 40278 S,a AL �xsarr+es�alieentiv 04/18/2018 "*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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an .SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicabge. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of INV Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AHrrWCOMPAW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of pro)esslonar engrneerin responsibility solely for the design shown. The sui ability Suite 305 and use of this awing for any sructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SSCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 509918B Ply: 1 SEAN:856074 /T39 /JACK Cust:RR9353 JRef: 1 Wa893530003 358 PLAZ/F/DUVAL CTY(JEWELL)358 PLAZA/DUVAL CTY Qty: 6 FROM:RCT DrwNo: 108.18.0922.34684 Truss Label: CJ73 JB / DF 04/18/2018 i 12 C 7 B T N F co 00 A D 2X4(A1) 14" 11"11 11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 204 /85 /168 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 8 /13 /15 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.000 D C -39 /45 /36 /- /- /1.5 EXP:C Des U37.00 Mean Height:21.50 ft HORZ(TL): 0.000 D Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.166 g q= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.024 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/5(2)' Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 -1.33 0.97 BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. �9f<ti9�l� 648 +� • • • y • � ° ATE ` +�/ � laevo•• �� #0 278 /Npbd4N+i�7N'¢t'�� 04/18/2018 "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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply Oates to each face otruss and position as shown above and on the Join f Details, unless noted otherwise. kefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmccwv truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge.. 6750 Forum Drive listing this drawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su!ability and use of this a�awing for any structure is f responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org:SBCA: www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 120 mph Wind Speed, 30' Mean Height, Partlally, Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 ) 2x4 (I) 1x4 'L' Brace 1( (1) 2x4 'L' Brace x (2) 2x4 'L' Brace .. (1) 2x6 'L' Brace ■ (2) 2x6 L' Brace ■ Brncing Group Species and Grndesi Gable VerticalNo pacing Species Gr�Brace Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S #1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' LO' 13' 4' 14' 0' 14' 0' S ruce-Pine-Fir Hem-Fir �--) P #1 / #2 Standard #2 Stud I #3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' #3 Stud #3 Standard 0) O i I r Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' HF if Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Dou las Fir-Larch Southern Plners. #1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' Stud Stud —� S P #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Standard Standard #3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' 0j D F L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group BI _ #1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir ..N _ SPF#3 4' 5' 7' 6' B' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 L Btr <J u Stud 4' 5' 7' G' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Q) O I� Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' V 14' 0' Dou las Flr-Larch Southern Pine..r #1 4' 10' 8' 0' B' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 S P #2 4' 8' 7' 11' B' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 DFL #3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Q1 .—I D f L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' s.For 1x4 So. Pine use only Industrial 55 or Standard 4' 5' 6' 0' 6' 5' 8' 0' B' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B #1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d S P P #3 4' 10' 8' 7' 8' u' 10' 2' 10' 7' 12' 21 1 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesi 4' 10' 8' 7' e' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, U H Stud O Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plF over X S P #1 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d #2 1 5' 2' 8' 9' 9' 1' 1 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3,0' min) nails. About) We Truss I )K For (1) 'L' brace, space malls at 2' ac, in 18' end zones and 4' ac, between zones. Diagonal brace options )K)I For (2) 'L' braces- space malls at 3' o,c. in 18' end zones and 6' o,c, between zones. vertical length may be T doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web brace Is used, Connectmember length. diagonal brace for 525# 'L' of each end, Max web Brace Gable Vertical Plate Sizes total length is 14'. e I : Vertical Len th No Splice 2x6 DF-L #2 or1P ®�tf 8 Less than 4' 0' 2X4 better diagonal IT + dljf Greater than 4' 0', but 3X4 Vertical length shown bracer single 18, j less than 11' 6' or double cut 9 d+e Greater than Il' 6' 4X4 In table above. 45. (as shown) at L 1 + Refer to common truss design for d upper end. u peak, splice, and heel plates. Connect diagonal at arinuous aring Refer to the Building Designer for conditlons midpoint of vertical web. Refer to chart a ve f®r le gtfj not addressed by this detail. ..VAWMGI—READ AND FOLLOW ALL NOTES ON THIS DRAWING : a a REF ASCE7-10-GAB14030 ..DMRTANT..FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0A iB m Trusses require extreme care In fabrlcathg,handing,shipping,Installing and bracing. Refer +{ a i !9 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for smfety a / D DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing par IMSI. p r �yy m�� unless noted otherwise,top chord shall have properly attached structural sheathing and bottorchar a• `/tiy'J1f If"1! DRWG A14030ENC101014 shall have a properly attached rigid ceiling, Locations shown for permanent lateral resirnint of e shall have brnclrg Installed per BCSI settlors B3,B7 or BLO,as npplknble. Apply plates to each ce p, ®+ ro0 I� f truss and position as shown above and on the Joint Details,unless noted otherwise. ,,. • O Refer to drawings 160A-Z far standard plate positions. `e+ AN rtW a0MPY4NY Alpine'a division of ITV Building Components Group Inc shall not be responsible for any deviation lk%r b a 4 this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, '�! f'* Installation T,bracing of trusses. "aoa�a■c+++ � TOT, LD, 60 PSF A sent an this drawing ar cover page listing this drowing,Fialcates acceptance of professional \\13723\Riverport\Drive engineerkg respanslbRlty solely for the design shown The suitability and use of this drawing \\Suite\200 For any structure Is the resporsiblUty of the Balding Designer per ANSLTPI L Seck \\Maryland\Heights,\MO\63043 For more Information see this Jab's general notes page and these web sites, t `��dbMAX, SPACING 24,0 ALPINES www.alpineitwconN TPI,www.tpinst.orgi SBCAi wwe.sbdndustry.orgi ICCs www.Iccsafe.org Galore DetaR For Let-in Verticals Gable Truss Plate Sizes Abou Syn't + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Refer 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, Vertical + 2X'4 Ltypth Example 2X42X8 'T' Reinforcement Attachment Detall, 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nail - Or - End-nail + + 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 appropriate Alpine gable detail), Attach each 'T' reinforcing member with End Driven Nallsi Maximum allowable 'T' reinforced gable vertical lod Common (0,148'x 3,',min) Nails at 4' o,c. plus length Is 14' from top to bottom chord, (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Toenalled Nallsi specie, and grade of the 'L' reinforcing member, Rigid Sheathing 10d Common (0,148'x3',min) Toenails at 4' o.c, plus 4 Nall (4) toenails In the top and bottom chords. eb Length Increase W� "T° Brace 'T' Relnf, 'T' .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load, 2x4 30 X Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Gable s Gable Vertical = 24'o.c, SP #3 Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings . Truss P g 4' o,c, A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A2 Itibl" 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118 E 11 / �jg (1) 2x4 'L' Brace Length = 8' 7' A1803CENC100118, A20030ENC100118, A20030END100 f��.e �d Mnxlmum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC10 �6 •g�� 1,30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015EN �?S♦ ped S11530ENC100118, S12030ENC100118, 514030E 00 0 11 4 S18030ENC100118, S20030ENC100118, 520030 D10011 S200 0 ED100 8 Ncll � Ceiling See appropriate Alpine gable detail for maxim unreli arc Sbl le tfj 00 �l ® a us "VARNINGIo READ AND FDLLOV ALL NDTES ON THIS DRAVDIGI m 991HPmITANT"FURNISH THIS DRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. REF LET-IN VERT Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to°,rµnd A ®T ; follow the latest edition of HCSI(Building Component Safety Information,by TPI and SHCA)for sof- F i■ E } DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary brncing per HCS' q, e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom c 4 O • . DRWG GBLLETIN0118 s shall have a properly attached rlDld telling, Locations shown for permanent lateral restraint of we ''` / ♦ ®'® /1 O shall have bracing Installed per HCSI sections B3,H7 or BIO,as applicable. Apply plates to each face+'] O ` �•Ap ��N 1E of truss and position -Z shown above and an the ions. Details,unless noted otherwise. A6� p4 9. cif` Refer to drawings 160A-Z for standard plate positions. >r/• ®H'N�R�♦ Alpine,a division of ITV Hullding Components Group Inc shall not be responsible for any deviation from ,Iyf Tom^{ AN r WC0MPANY thls drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 'J 1141 � Y MAX. TOT. LD, 60 PSF In A seat ant Ration b�rncdrawing orIng of coverpage listing this drawing,4M9cates acceptance of professional sses. t l��/tlT 1� '{�tj[< � I Suite\200 rpoAlDrive =structure the rresponssibilitty of the H�uli�g si�ppeerr ANty SI/TPII i sect drawing this 04/18/2018 OUR, FAC, ANY \\Suite\200 #0 278 \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these eb sites. MAX, SPACING 24,0' ALPINE,www.alpineitw.comi TPI,www.tpinst.orgi SECA,wwwsbclndustry.orgl IC6wwwwJccsmfe.org OFFICE COPY 126) MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE SURVEY OF LOT 27 BLOCK 10 AS SHOWN ON MAP OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5 PAGES 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: SUMMER REIGN PLAZA (80' RIGHT OF WAIS x CROWN CROWN N, CROWN OF� �B00 W� OF 9301ID ASPHALT 01_ (ASSUMED BEARING BASE) �� BACK OF CURB 6.56\ N90'00'OWE/83 66 - 550.00' .69 CONCREW WICK' •9 -94LE• .07. • 9. ll 420.08 50.00• a50.D0• . FIND 5/8'I.R. ri 19.0 14'PALM NO I.D. 'G'PALM v N24'f0'26'W 0.17' 16"PALM 15'PALM i6"PALM 19.08 r rs.ta $ WPALM A9.29 O = 14'PALM O 9 /19.4Ix X9.0 _x_ O .2' v 14'PAL1 11 Y /0.S7 Y O 1.0 O IS^- 01O pw In_ Q1m •P NNZt N a.' NY U� r L O T 2 7 1-v wmi 1—V wm BLO-CK10 O 0=� C30 a 1!9OFFICIAL RECORD BOOK; a a `r 18164-01988 m C.) m E11 JQ6 8. O 13'PALM W ■ C W TREE LEGEND a f8.7 g 10'PR 10'PEAR ® U 13ENCHMARK: z +� 8'+6'PR 13wu'l Y QO➢ SET 5/8' IRON ROD LB 3857 ON PLAZA IN FRONT 15"PALM Z OF OUR LOT 27 lit 14'PALM G zzELEVATION:(9.71) �I ELEVATIONS SHOWN HEREON cs REFER TO NAVD 1988 DATUM w N IS"PALM '3• N90'00OOr W 50.0V 1. 8VINYL FEN�E LOT 30 LOT 28 _ DENOTES 6^B L 0 C K 1 0 B L 0 C K 1 0 B L 0 C K 10 WhI —DENOTES WATEROMETERVER POLE OFFICIAL RECORD BOOK OFFICIAL RECORD BOOK: OFFICIAL RECORD BOOK 0 — DENOTES FOUND 1/2" 16652-01554 16751-01576 18026-00016 IRON PIPE NO UNLESS OTHERWISE NOTED CONVERTED TOPO TO NAVD 1988;W.O.O 163860:05-15-18(OFFICE) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/Oft RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE'X'AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY,FLORIDA,F.I.R.M INDEX DATE 05-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LOUD SlU tYEY=-3751 SW.FRSE PW&SHIT£ 15-JACKSONVILLE FLORDA 32257- 904/279-OM-LICENSED LOUD BMNESS NO. 3857 gg-d _5 MUT EAMOM pie FOM etuv THI5 IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE MAP �, no rfrADM SUPERVISION AND DIRECTION, THAT THERE ARE No ENCROACHMENTS EXCEPT AS SHOWN =-4 PAIL-pumoloO muea AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS uori. -N0En1r Y0A'A` SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL rr. .w0N pepE P.T. .pON1 a wmr UL I$=rxopu• puauwortCONIVIi.POW PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-6, FLORIDA STATUTES. a°1 a STA AN■d '►.ae.=�OGa'W caw+,: AWRICAN A acc If24M v as-E M Ac m um sums SURVEYORS rpt'rto=NmilactN SURVEY NOT VAL10 UNLESS EMBOSSED BY SEAL FP,M..11nt0ul Pum t ucla OF FLORIDA, }fs t JAMES D. HARRISON.JR., No. 2847 /NC. (P :� tEn ='I:euL em0=yumm ueNu MICHAEL A. GARRET, No. 0843 (fl f - rawa-NoRm=a=�m YFRIRAL ww=Ua Km SCALE Aa or 1r r � (A) A� paNr or eous¢ImN _4 OW .1»x OF HAIFA —_ M •1AfN[S^ 109 -TOP OF 9" DATE 01-16-16 FLORID E]C SU 0 AN P —L1 F.B. PRINT DC 83212-160570 DR. BY THG DIR, P:\2018(83170) ORDER ND. 160570-SND-TOPO-TR RZE 83212