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158 16TH ST - PERMIT RES18-0056 CITY OF ATLANTIC BEACH 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: RES18-0056 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 417250.4 Issue Date: 3/16/2018 Expiration Date: 9/12/2018 PROPERTY ADDRESS: Address: 158 16TH ST RE Number: 171879 0000 PROPERTY OWNER: Name: OSSI CONTRACTING LLC Address: 1112 3RD ST STE 4 NEPTUNE BEACH, FL 32266 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: OSSI CONTRACTING LLC Address: 13349 STONE POND DR JACK OSSI JR JACKSONVILLE, FL 32224 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. j td Permit Conditions ._. City of Atlantic Beach Permit Number: RES18-0056 Description: NEW SINGLE FAMILY RESIDENCE Applied: 1/31/2018 Approved:3/15/2018 Site Address: 158 16TH ST Issued:3/16/2018 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:OSSI CONTRACTING LLC Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ,NO ADDED DATE REQUIRED DATE SATISFY DATE 'TYPE STATUS ..•DEPARTMENT' CONTACT - REMARKS 1 2/5/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Noies ° 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 all in the rigIht=of-.way. (Com'mercial driveways-6"thick), 2 2/5/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must,beInstalied 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 2/5/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All,runoff must remain on-site during�constructionr; " 4 2/5/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes If on-site storage is required,a post construction topographic survey documenting pro per construction will be required. Alfwater runoff must go to reteniion'area and retention overflow°must run to street: 5 2/5/2018 + _T ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes.` Roll off container company must be on City approved list Advanced Dispo"sal,Realco Recycling,Shapell's,Inc:;Republic Services,Donovan Dumpsters). Container,cannot be placed on City right-of-way. Printed: Friday, 16 March,2018 1 of 2 r �dPermitCondifions City ofAtlanticBeach 6 2/5/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes Full.right-of-way restoration,,including sod;is required. F 7 2/5/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes:' All runoffmust remain on-site. Cannot raise lot elevation e, ,.•...�._ 82/6/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes,:,,, ' . Avoiddamage to underground water and sewer utilities: Verify vertical'and horizontal location of utilities Hand dig if necessary. Iffield ' coordination is needed,,call 247-5834. 9 2/6/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes. ._ Ensure all meter boxes;sewer cleanouts'and valve coves are'set to grade;and'visible. 10 2/6/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes:,, A sewer cleanout must be installed it the property line:,Cleanout must be;covered with an RTI concrete box with'metal lid. Cleanout to beset to grade and visible. 11 2/6/2018 DISCONNECT AND CAP INFORMATIONAL PUBLIC WORKS Kayle Moore Notes Disconnectand cap,,,waterand sewerlines:_ •, ., � Printed: Friday,16 March,2018 2 of 2 City of Atlantic Beach APPLICATION NUMBER' #� Building Department (To be assigned by the Building Department.) .t 800 Seminole Road ti Atlantic Beach, Florida 32233-5445 L7C ` Phone(904)247-5826 • Fax(904)247-5845 -E-mail: _building-dept@coab.us Date routed: City web-site: httpJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: D ent review-required Yes No uildin Applicant: ��S C Ca ISD`z ami 1 kDo, . nnin &Zonin iiTree Administrator.: Project: l��Lc� st.tom l is or Public Safety Fire Services Reylew"fee$ Dept Signature'. Other Agency Review or Permit Required Review or-Receipt 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: BUILDING PLANNING &ZONING Reviewed by: zp: Date:` a Q TREE ADMIN. Second-Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments:. PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 3/12 1 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Coments: f' Reviewed by: Date: Revised 05/19/2017 RECEIVEDCITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 .� MAR - 8 2018 Building �� REVISION REQUESTC K 1 Mc N REVIEW COMMENTS , --OD Date T Revision to Issued Permit Corrections to Comments_ Permit# Project Address r 4—ft Contractor/Contact Name 0,5 5; dY 055 � Phone Email Description of Proposed Revision/Corrections: Permit Feeue$ ;5 -9�DO S 1. Additional Increase in Building Valye $ Additional S.F. By signing below,I A c5 affirm the Revision is inclusive of the proposed changes. (printed name) / C Signature of C or/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: a@Ri� Reviewed By Treerator Public Works Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH j 800 Seminole Road . ,, Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 8 Revision to Issued Permit Corrections to Comments_ Permit Project Address J _ �1 ors, Contractor/Contact Name f Phone d Email J '��'z) 4D s 5:4 �lU' l Description of Proposed Revision/Corrections: Permit Fee Due i� O 6 JAI Additional Increase in Building Value $ Additional S.F. By signing below,I Qxk (/ 5.5 affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/ t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Departme t Review Required: r { ' Plan'`ning &:Z:o?:nin Reviewed By inistrator ublic Works 1 / Public Utilities �0 Zol 0 Public Safety Date Fire Services y-�P1 #N CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS DateET—2018 Perini.. #ft RES18=0_056 ate Address TM158 16TFI S Review Status: RE#: 171879 0000 Applicant: OSSI CONTRACTING LLC Property Owner: OSSI CONTRACTING LLC Email: OSS188@HOTMAIL.COM Email: Phone: 9046103195 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respeetive reviews. Revisions submitted MUST respon Qtollo=partment review, Submittals that respond to onl one URI ew correction items1will not be ecce ted Correction Comments: 1 ubmit 2 copies of the balcony water proofing system mentioned on page A40 . in ude the Florida Product approval number and installation instructions. – ec Z//';)2dt Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 -Email: Jones@coab.us. 1 U . 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 Building Permit Application �. /3`? ` ' rr OFFICE �' City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 "' rst Phone:.(904)247-5826 Fax: (904)24.7-5845 `` Job Address: S� }�' S Permit Number: S l Cs — ODSSCJ Legal Description I & . 5•- ), '41 W" c. 43.e-ccrh RE# l71 ff7A - o000 Valuation of Work(Replacement Cost)$ sop"000 Heated/Cooled SF 3r1S 6 Non-Heated/Cooled �29 • Class of Work(Circle one): &IAddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidenti • If an existing,structure,is a fire sprinkler system installed?(Circle one): Yes �No N/A • -Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: NLW Florida Product Approval# for multiple products use product approval form Property Owner Information Name: 5cL64t d 55 Address: M1, L 3�•� 5 4 5 +�c �{ City 9X_4_G" State EL_ Zip 3221 6 Phone Qb�A -'L 51t-6'$6 q E-Mail j a;6K Q D$5idiL44 oAw.csti}.c o rw Owner or Agent(If Agent,Power of.Attorney or Agency Letter Required) Contractor Information Name of Company: LSSC LoVV}r A-L WL Qualifying Agent: Address U12 3-d" 5-1- City A CP�•✓-L- State Zip 22C.L Office Phone QDL( -23�(- 'Soc( Job Site/Contact Number Qu Z K- a State CertificationlR'dgistration# C 1;Sv�1 QJ E-Mail 4.t k Q G $ST r,Lc oto p`., Architect Name:&Phone# QAl-.N o�dw vY Engineer's Name&Phone# u 'a ^ ,d% i-:5 o / Workers Compensation L J(V o--11 1 31 - t�3 1V a fr %^ ,� ,r r/t t r s��•�. 7�/!� R Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to-meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND. TO OBTAIN FINA NG, NSULT WITH YOUR LENDER OR AN ATT O EY BEFORE RECORDING 7KNOTOF COMMENCEMENT. ignature of Owner or Agent) i ature of Contractor) (including contractor) t Signed and sworn to(or affirmed)before me this r day of Signed and sworn to(or affirmed)before me this day of �QnVacy o by 4L)z Ds,6t 57 .)Ad1J&r ( 'zI$ by 066i 37- �reof p ti o; era DAC PARRI. DACODAH PALRH Signature of Notary) Commission#GG 009947 '=°sy�B`. ;, Commission# 947Expires July 10,2020P Expires July 1BondedThmTroyFainlnsurance000-365.7019I'';�;;;`°•'' aondedThruTroyrance600-385.1019 40roduced Identification L [4,Produced Identification Type of Identification: Type of Identification: �� OFFICE COPY Applica e Co es: Z0Z0 FLORID�Bo DING Cp JB ®�''�'IC gTS�e-R ems- es Zt (cz °eke onD� APPrOVed .DisaPproved , . I eviewnitials/Date: �ey�Zo�axa�.eut ,��e i abitable Space .?3 3 7 �.U=No:a-Habitable i JaPervious area E.lseellaheons In o-vmatio-u Xuoancy Giou -'302, r pe or Constcactron .y juber oI Stories jing District G K. Occupancy Load Seri iders Required d Zone_ � 15 '01 Permit-Reviews City of Atlantic Beach Permit Number: RES18-0056 Description: NEW SINGLE FAMILY RESIDENCE Applied: 1/31/2018 Approved: Site Address: 158 16TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: RECEIVED Applicant:<NONE> Parent Permit: Owner:OSSI CONTRACTING LLC Parent Project: Contractor:<NONE> Details: LIST OF � RETURNED � TYPE CONTACT �� STATUS �REMARKS SENT DATE DUE DATEk�; x DATE Review Group:AUTO 1/31/2018 1/31/2018 SUBMITTAL Permit Tech APPROVED COMPLETENESS Not s r {3 1/31/2018 2/9/2018 2/12/2018 BUILDING Building DENIED y(r r Notes yw, A' 1 Submit 2'copies of the'tialcony water proofing system;mentioned on page A402 Should include.the Florida Product approval number and- installatidn]hstructions', 1/31/2018 2/6/2018 2/12/2018 ZONING Brian Broedell DENIED Notes 5 Height Section 24 17 requires heigh, 0 be measure r<Y grade to the highest point ofa buildings roof structure or parapet and`any attachments thereto exclusive of chimney's:Pleaseshow ttie over ight'on plans '. Shade Trees:Sectiom24172(c)(4)requ1res,2 shade tree"s to.be located on the property as'part,of..the Old Atlantic Beach Design Standards ,Ohe of the trees"rnust,be located,within the fronty6a'4.71hi is the area within 20 feet oftFie-property;line along therstreet`The second tree can:be located anywhere else on th'ealot.'2See Section 23 33(f)(f)for a hst of approved sl title tree species r ree%Removal Section 23 21'regwres a Tree Removal Rer'ktfor any tree`s removed within 2 years.of this,p'rolect.-Please submit a Tree Removal' ` Permit Appli,cation if any yfrees are to lie removed or were removed m the last 2.years If..n'o ttees are to be,removed or werelremove`'d,then'please fill _ ; outan Affidavit of No Tree'Removal.-B'th forms are-available on the city`,website,under Planning and Zoning and at Gty'Hall Sid emYard Projections:Section.34,-43(fi).I side yard projections into side yard setbacks;including roof overhangs,to 24 Please show that'thls requirrement,is berng met or revise pl a ordingly A � ..meg i� --�..-+� .. 1/31/2018 2/5/2018 2/12/2018 PUBLIC WORKS Public Works DENIED Received at PW 2/1/18 Notes ; - Provide drainage plans showing site topography(f_q%arrows,etc) Provide erosion and sediment control plans withnnstallation details u r Provide impervious surface;calculations for entire lot(eX s`iing and�posto ,onstruction) ` Provrtle a pre-construction topographic survey prepared by a Flonde Licensed Profession6[kLand Surveyorshov✓ing`I.contours Provide a detailed plan of water reten#ion area and how water-runoff,-gets to water'fete ntiori areas and Then to street 1 See Condrtioris oftApproval that will,b'e;p Inted'on Permit i / \ Printed:Tuesday, 13 February,2018 1 of 2 ,PFPermit Reviews ' r , City of Atlantic Beach APPROVED 1/31/2018 2/5/2018 2/12/2018 PUBLIC UTILITIES Public Utilities WAPPROAPPRO/CONDED S [Received at PW 2/1/18 Notes. va See Conditions'&Approl`that w](11,be ed on Permit See Attachment New WatWSewer Tap Request Printed:Tuesday, 13 February,2018 2 of 2 �� ,�tfrr�rr City of Atlantic Beach APPLICATION NUMBER r - Building Department (To be assigned_by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed:. l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �-S O l � � i D ent review required Yes No uildin Applicant: �SS t ��i�AC7 l il��'� -tannin &Zonin \ T-ree Administrator Project: Ii i �c or is i Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Perm.it Required Review or Receipt 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: r,f r� �`� BUILDING ( iG y CUi�c f"�s� �re�5 PLANNING &ZONING Reviewed byzg� ." Date rte^ g TREE ADMIN. Second Review: ❑Approved as revised. Denied. [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES I C�4f 7/Ct(Ci l��d�c�i 60 PUBLIC SAFETY Reviewed by: 4�E ��s� Date: 2 ` FIRE SERVICES Third Review: ❑Approved as revised. Denied. ❑Not applicable Comments: ( / Reviewed by:'zoi Date: 3-t O Revised 05/19/2017 i:41`J1jJ CITY OF ATLANTIC BEACH 800 Seminole Road ` Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date f Revision to Issued Permit Corrections to Comments_ Permit Project Address 9 `e Contractor/ Contact Name Phone V t/r f d 5— Email "V 4 e S.' Description of Proposed Revision/Corrections: Permit 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/ t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments Departure t Review Required: Planning `"` Reviewed By Z®nih inistrator ublic Works Public Utilities Public Safety Date Fire Services 7 std =; CA • Permit Number: RES18-0056 Description:NEW SINGLE FAMILY RESIDENCE Applied: 1/31/2018 Approved: Site Address: 158 16TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner:OSSI CONTRACTING LLC Parent Project: Contractor:<NONE> Details: LISTOF RETURNED r I SENT DATE DUE'DATE TYPE (CONTACT STATUS REMARKS DATE x' _".#....: .. '. ..,.._-..-. _».•:. _.._ ...-. ... _ .. ... `..'... ._.. ... ..a.. ..k:,, moi. _L. _ N.. Review Group:AUTO 1/31/2018 1/31/2018 SUBMITTAL Permit Tech APPROVED COMPLETENESS Not,IS1.11 3 v' 1/31/2018 2/9/2018 2/12/2018 BUILDING Building DENIED Notes _ 1 Submit 2 copies of the balcony water proofing system mentioned,on page A4Q2 Shouldfrncl'ud'etthe Florida R7g4ttFapproyal,.number and installation instructions C__ 1/31/2018 2/6/2018 2/12/2018 ZONING Brian Broedell DENIED Notes Heights?Section 24 1Z'r,equIre siheIght�to be measured grade to the.highesf point of�a°bui_Idings ructdre oriparapet,and ariy attachments thereto exclusive ofrchimneys Please how the over ighf on plans ? Shade Trees:Section?24,17,2(,c)(4)requires 2 shade trees todbe located on the property,as+part of°the,0lduAtlanticBeach Design Standards ©ne ofthe trees must tie located'withm.the:frontryard This is the area,withm 20€feet of tiiefproperty Ime alo_ng theist�eet The second;tree canbe located' anywhere else on"the lot See{Section 23 33(f)(f),'for alist of app'roved(shade,tree`spec�es. re`e Removal Section 23 21 regwresya Tree Removal Perrnit'fo�any trees'remoaed witNn 2,years of this p'rofe(ft Please submit a,: ree Removal PermitIAppslication�iftIany trees ar"Ag be removed or w,eretremoyed m ttie last 2 years If,n6 rees'Iarefito be removed or were removed;t�en(please fill. out`an Affidavit of,Nd)Tree Removal sB th,forms are available on the city,websiteaunder plan�iing and Zoning and at:City Hal'P Sid'e;YardPrgfections Section 24 83(bX11 ide yartl4;profections into side yardzsetbacks',including roof overhangs,to 24' Please show that this requirement'is$being metros rewse pia ?dmgly .,;AN 1/31/2018 2/5/2018 2/12/2018 PUBLIC WORKS Public Works DENIED Received at PW 2/1/18 77 Notes i Protide drainage plans showing site top°ography(fl`ow arrows etc) x Provide erosion�andtsediment control pIans,wILhimstallation�deta�ls Provide impervious surface calculationstfor enl;irelot(ewstmg and post construction) ,'' _ Provide a pre constr coon topograpli;ic survey{prepared by a Flonda$Licessed ProfessionaliLand Surveyor,tishowmgalcontouss Provide a detailed an of water reterj pltion areaiand h'ow water:runoff gets to�wateyretention areas and then to street -, T r See;Conditions ofrApprovalEthat will�be printed on�Permit s - Printed:Tuesday, 13 February,2018 1 of 2 j�� APPROVED 1/31/2018 2/5/2018 2/12/2018 PUBLIC UTILITIES Public Utilities WAPPROAPPRO ED Received at PW 2/1/18 Notes See Conditions of Approval that,will be,panted qn Permit_ ; See Attachment New Water/Sewer Tap Request r0y� Printed:Tuesday, 13 February,2018 2 of 2 P RECEIVED CITY OF ATLANTIC BEACH z� 800 Seminole Road S � - Atlantic Beach,Florida 32233 ? - MAR - 82018 Building Da art� REVISION REQUEST044MANga 1 N REVIEW COMMENTS Date 'T/ , 'K Revision to Issued Permit Corrections to Comments_/Permit# Project Address (Z Lk it Contractor/Contact Name 0,5 ,5.' 2.- �Y �� 5 �. Phone EmailJ J �� 5 jo 9 wo�� e� Description of Proposed Revision/Corrections: -Permit Fee Due$ r ,e 5-G 146 Additional Increase in Building Valye $ Additional S.F. By signing below,I ;5 affirm the Revision is inclusive of theproposed changes. (printed name) Signature of C for/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments - �t if On r1 Department Review Required: u' �`Plannin �,,Zbig Reviewed By =.�g Tree A minisfrator Public Works Public Utilities Public Safety Date Fire Services lq�j p W MAI, . CITY OF ATLANTIC BEACH .+ ►t 800 Seminole Road Atlantic Beach:Florida 32233 f r� REVISION REQUEST,/_CORRECTIONS TO PLAN REVIEW COMMENTS .. .. . Date. J.. . evision.to-Issued.Permit Corrections to Comments� Permit Project Address : Contractor/Contact Name: 5 Phone .. . . .J. `7.s Email Description of Proposed Revisiori:/Corrections: Permit Fee:Due$ r. m.,e Additionallncrease in:Building Value $ Additional S.F., By signing below,I affirm the Revision'_is inclusive.of the proposed changes. printe. name Signature of Gbn for/Agent(Contractor must sign if increase in valuation) Date (office Use Only) Approved.pp Denied. Not Applicable to Departjnent . Revasion/P1an:Review:Comments :Departm_ ent Review Required: iFd i - Reviewed By. ree dministrator rcGf Work Utilities Public Safety Date .::Fire Services ��'rLtl CITY OF ATLANTIC BEACH 800 SEMINOLE.ROAD . 'ATLANTIC BEACH,FL:32233 .. (904)247-5800 u n ZONING'REVIEW COMMENTS Date: 3/13%2018 . .. . .. . Permit#: RES18-005:6:::. Site:Address:15816TH ST Review Status:-DENIED RE#: 171879 0000:: .. Applicant: OSSI CONTRACTING LLC_..:. Property Owner .GSSI CONTRACTING LLC EmaiIOSSI88@HOTMAIL.COM Email: P one:9046103195 ::: Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions:may not be submitted until ALL departments have completed:theirrgspective reviews. Revisions submitted MUST respond to EACH department review. Submittals.that respond to only one or:a few correction.items.will.not be accepted.. . Correction Comments::: Site Plan: Need anew site plan that does not show side yard projections.-The only:site plan currently in the permit:package:was denied due to:side yard'orojectiohs. Please submit-a:new site:plan. Brian Broedell Resubmittal Notes: : All:tevisions:and changes shalfclea.ly stand out from the rest.of 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 .. indicati:n:g atriangle with:the:revisionsequence.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 stag e:and permit pending;=all sheets with revisions shall be inserted into each set ofArawing.7he orieinal:sheets'must be clearly marked"VOID" but are to be left :within the set of dra:wines. Complete new sets of drawings will riot be accepted ADDITIONALITEMS MAY REQUIRED DEPENDING:UPON NEW INFORMATION AND CLARITY FINAL-PLANS: BMITTED:FOR REVIEW. .. .. . .. .. . .. .. . .. _ . 5,5r►�``l;; City of Atlantic Beach F .v,-��, h, ,®a APPLICATION NUMBER �' Ea� ; ~—4` o be assigned b the Building Department.) `? S' Building Department , (T g v g 800 Seminole Road €I RES l� Atlantic Beach, Florida 32233-5445 l/L�7CP :� FEB 0 2018 N Phone(904)247-5826 • Fax(904)247-18,5r r;:,6 j� E-mail: buildin de t coab.us t. L"I Date routed: b e L City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6 ` gnt review required Yes No p Y D uildin Applicant: �� t � � =T 1 �� rinin &Zoningb f e Administrator Project: 1��L;� u kD _ i - _ is or Public Safety Fire Services Review fee $ Dept'Signature Other Agency Review or Permit Required Review or Receipt 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. [;&nied. ❑Not applicable (Circle one.). Comments: BUILDING PLANNING &ZONING r Reviewed by:.-f�1 v� �;�� Date:; TREE ADMIN. Second Review: VApproved as revised. []Denied. ❑Not.applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : ��4/,/"Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH P 800 SEMINOLE ROAD m - ATLANTIC BEACH,FL 32233 (904)247-5800 PUBLIC W KS PLAN REVIEW COMMENTS Date: 2/5/2018 �7' Permit#: RES18-0056 Site Address: 158 16th Street Review Status: DENIED n 10 M REM 171879 0000 Applicant: OSSI CONTRACTING Property Owner: OSSI CONTRACTING LLC Email: OSS188@HOTMAIL.COM Email: Phone: 9046103195 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide erosion and sediment control plans with installation details. • Provide impervious surface calculations for entire lot (existing and post construction). • Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1 contours. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. Conditions of Approval to be Printed on Permit: • 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 driveway-6"thick). • 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. Page 1 of 2 • 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. Scott Williams, Public Works Director swilliams@coab.us (904) 247-5834 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 CITY OF ATLANTIC BEACH Sa 800 Seminole Road Atlantic Beach Florida 32233 FEB J,ilS)r j REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date r Revision to Issued Permit Corrections9 o Comments V Permit Project Address1-4 Contractor/Contact Name ��' Phone ';2C�� f - o Email Description of Proposed Revision/Corrections: Permit Fee Due$ "A AI? 701 Additional Increase in Budding Value $ Additional S.F. By signing below,I �^'� y �.� = affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/ t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Departme t Review Required: 1 Planning &Zonin Reviewed By - inistrator ggu�Vic Works Public Utilities �� Public Safety Date Fire Services Comp. By: NAME Date: 2/13/2018 Public Works Department City of Atlantic Beach Permit No: RES18-0056 Address: 158 16th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "c" Wtd"C" Impervious 1,869 5,000 1.00 0.37 Pervious 3,131 5,000 0.20 0.13 Runoff Coefficient(C)= 0.50 Runoff Volume V= 0.50 x 5,000 x 9.3 / 12 V= 1,934 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,495 5,000 1.00 0.50 %ISA= 49.9% Pervious 2,505 5,000 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 5,000 x 9.3 / 12 V= 2,322 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,322 - 1,934 DV= 388 ft3 Retention W.R.Copy for Sending 2/13/2018 Comp. By: NAME Date: 2/13/2018 Public Works Department City of Atlantic Beach Permit No: RES18-0056 Address: 158 16th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft) 10.5 104 0 BOTTOM size 13 X 8 11.0 150 64 TOB size 10 X 15 Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 150.0 d=depth to ESHWT= 7.5 pf=pore factor= 0.3 Inground Storage= 337.5 ft3 Required Treatment Volume= 388 ft3 Supplied Treatment Volume= 401 ft3 Retention W.R.Copy for Sending 2/13/2018 e4j, r;;t< City of Atlantic Beach APPLICATION NUMBER, Building Department 'F t'?t -�-: (To be assigned by the Building Department.) Ss3 800 Seminole Road """"` 32233d ` t✓S 1 C�CS� Atlantic Beach, Florida -5445`%�' F Phone(904)247-5826 Fax(904)�4j -5TEB 01 2018 `' r E-mail: building-dept@coab.us L Date routed: 6 City web-site: http://www.coab.us �:__ APPLICATION REVIEW AND TRACKING FORM �S ��\ D ent review required Yes PropertyNo Address: _uildin nnin &Zonin Applicant: ��s t �❑Qf� _ �Ct I oC_ --- _ ee Administrator Project: � ' ,� L is or is ii � Public Safety .__.. Fire Services Review'fee $ .D.e7 Other Agency Review or Permit Required Review or Receipt 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: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. ❑Not applicable PUB ORKS ) Comments: BLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r` A � City of Atlantic Beach T% e PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date 2- �" s' Project Address 15 '0 /6 4-4-1 5 Number of Units Commercial Residential Multi-Family 3 I(New Water Tap(s) & Meter(s) Meter Size(s) /q New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application# �t S I g — CSC S� Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 57D, z)o Other $ TOTAL $ JPO. (Notes) APPROVED Kayle Moore, P.F. Date �I( Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 OFFICE COP'S REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date J //-3/,,Revision to Issued Permit Corrections to Comments Permit# S' 1�- o,)�6 6vri- Project Address Contractor/Contact Name Phone O d 3 f 9 s Email Description of Proposed Revision/Corrections: Permit Fee ue $ 5-0,b a r" `" Additional Increase in Building Value $ Additional S.F. By signing below,I o""7 J affirm the Revision is inclusive of the proposed changes. (printed name) 1 Signature of Con for/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Con�<!CT 7� rJ'zk-"IP ; o t4 cc ,ogy Department Review Required: n Zonin eviewed By nistratorksiesx/16 o1r Public Safety -Date Fire Services hr� ,J rJ� - CITY OF ATLANTIC BEACH j 800 SENIINOLE ROAD J _ " ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 ZONING REVIEW COMMENTS Date: 3/13/2018 Permit#: RES18-0056 Site Address: 15816TH ST Review Status: D E N I E D RE#: 171879 0000 Applicant:OSSI CONTRACTING LLC Property Owner-:OSSI CONTRACTING LLC Email:OSSI88@HOTMAIL.COM Email: Phone:9046103195 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Site Plan: Need a new site plan that does not show side yard projections.The only site plan currently in the permit package was denied due to side yard projections. Please submit a new site plan. 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. FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION OFFICE COPY Envelope Leakage Test Report Performance Methods Pro' ct Name: od 13g6 utld@rNa me: M ch;3 'Cabs LLC., ir�et: 58�6 Str et ermlt Offi A�anhceach Sn ar�aticc F 233 �erxn tO�mfr39oo m110oe 3 S7{�sonut le n�lume: 3730fP Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Sin le or WE Point Test Data: Required ACH(50)from HOUSE PRESSURE- OW FORM R405-2017: 2 Pa. c1m Tested ACH(50r: Tested leakage must be less than or equal to the required 5 Pa cim tested ACH(50)is less th an 3,he builldiing 7 for must have of the 6 Pa ftp mechanical ventilation system. 402.4.1.2 Testing option. The building ordwelGng unit shall'be tested and'verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 Inches 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)(f),(�),or()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 tthhe co a official. Testing shall be performed at any tune after creation of all penetrations of the bui ing thermal envelope. During testing: 1.Exteriorwindows and doors,fireplace and stove doors shat be dosed,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 dosed,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 dosed and sealed; 5.Heating and cooling systems if installed at the time of the test, shall be tumed off;and 6.Supply and return registers,Winstalled at the time of the test,shall be fully open. I herby certify that the above envelope leakage Testing shall be conducted by either ES performance results demonstrate compliance with individuals as defined in Section y0�. - ArR Florida Energy Code requirements in accordance 553:993(5)or(7),Florida Statutesc� with Section R402.4.1.2. or individuals licensed as setforth A- ,,w 'if in Section 489.105(3)(f) (g),or(i)or 9 ' 11 1v an approved third party.A written —'I A report of the results of the test shall Signature: be signed by the party conducting the test and provided to the code ab WEI Printed Name: official. DATE: BUILDING OFFICIAL: DATE: Mrriy�tvcsc3Pc^ 2018-Jar,1615:3153 "-- ' RigttSdte®UriversaI201818.0.08RS000000 Right-Erergy®Florda2017 Sedion405A.1Compliart5oftuvare Page 14 si DevelopmerfModel 3336-158 16thStreetrrp Calc=MJ8 FrortDoorfaces:N OFFICE COPY FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION' Form R405 Duct Leakage Test Report Performance Method Project Name: Model 3336 Builder. MechaniCalcs LLC., Street 15816th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach FL 32233 Permit Number. Design Location: FL,Jacksonville NAS Jurisdiction: 261100 Duct Test Time: Post Construction Required Duct Leakage from FORM.012017 Qn(Out) Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 clm25(Out) 3 System 3 clm25(Out) 4 System 4 cfm25(Out) 5 Tested Total Sum lines 1-4 House Duct System Divide by Leakage (Total Conditioned FloorArea) = Qn(Out)* "Tested Qn(Out)must be less than or equal to the required Qn(Out) I certify the above tested leakage to outside,Qn, Duct tightness shall be verified by is not greater than the proposed duct leakage testing toANSVRESNETACC 380 by 1 YSSTar Qn specified on FORM R405-2017. either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as setforth in Section 489.105(3)(1),(g), rR or(i),Florida Statutes. rQ —)t:L, ,a Signature: a Printed Name: X00 W1 DATE: BUILDING OFFICIAL: DATE: wrBgFaLsc►fc' 2018-Jarr1615:31:53 — RightSute®Uriversa1201818.0.08RS000000 Pig ht-Energy@Rorida2017 Sedion405A.1CompliartSoftware Page 15 –si DevelopmertModel 3336-158 16thStreetrLp Calc=M18 FrortDoorfaces:N FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation-Residential Performance Method Project Name: Model 3336 Builder Name: MechaniCal s LLC., Street: 158 16th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL 32233 Permit Number. Owner. Ossi Homes&Development Jurisdiction: 261100 Design Location: FL,Jacksonville NAS County: (Florida Climate Zone 2) 1.New construction or existing New(From Plans) 9. Wall types(4078 ftJ Insulation Area(ftl 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3586.40 b. Wall-2x6 Adjacent To Garage R=19.0 491.40 3.Number of units,if multiple family 1 c. N/A R= 4.Numberof bedrooms 5 d. N/A R= 10. Ceiling types(2052 ft� Insulation Area(T) 5.Is this a worst case? No a. Shingle Vented Attic R38 R=21.0 2051.50 6.Conditioned floor area above grade(ftp 3337:00 b. N/A R= Conditioned floor area below grade(ftJ 0 c. N/A R= 7. Windows553 ft Description Area ft 11.Duds R Area(ft=) ( a.Sup:System 1/Ret:System 1/AH:Uncond Garage 6.0 0.00 a.LI-Factor Dbl,U=0.340 301.000 b SHGC: SHGC=0.22 b.U-Factor. Dbl;U=0.540 252.00 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a.Split air source heat pump 51.4 SEER:7.4 c.U-Factor. SHGC: 13.Heating systems kBtu/hr Efficiency d.U-Factor a.Splitair source heat pump 54:6 HSPF:4.1 SHGC: Area Weighted Average Overhang Depth: 3.792 ft :14.Hot water systems Area Weighted Average SHGC: 0.266 a.Propane instantaneous(0 gal) Cap:0 gal EF:0.92 8. Floor types(2502.00 ft� Insulation Area(ftp b.Conservation features a. Frame Floor Over Ext R19 R=19.0 342.00 (None) b. Frame Floor Over Garage R11 R=11.0 348.00 c. Slab On Grade R=0.0 1812.00 i 15.Credits None Glass/Floor area: 0.166 Total Proposed Modified Loads: 103.91 Total Baseline Loads: 108.30 PASS I hereby certify that the plans and specifications covered by this 'Review of the plans and specifications calculation are in compliance with the!Florida Energy a covered by this calculation indicates O �4iF STq pz- compliance with the Florida Energy ` a ap Cade.Before construction is completed, PREPARED By- this building will be inspected for compliance with Section 553.908 DATE: 1/16/18 `Florida Statutes. b I hereby certify that this building,as desi s in compliance with the Florida Energy Code. �Qp Wt OWNER/AGENT J 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 R403.3.21. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R4024.1.1 and starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 7:0 ACH50(R4024A.2). wri�ter�etc- 2018-Jan-1615:31;.53 - RigttSiite®Uriversal201818.0.08RS000000 Riga-EnergyOFlodda 2017 Sedion405A.1CompliartSoRware Paget -.siDevelopmert4Model3336-15816thStreetrLp Calc=NUB FrortDoorfacex N FORM R405-2017 Building:, Input Summary Report PROJECT Title: Model 3336 Bedrooms: 5 Address type: Street address Building Type: FLAsBuilt Bathrooms: 4 Lot#: Owner. Ossi Homes&Development Conditioned Area: 3337 BlocldSubdivision: #of Units: 1 Total Stories: 1 Platboolc Builder Name: MechaniCalcs LLC., Worst Case: No Street 15816th Street PermitOfice: Atlantic Beach RotateAnQQle: 0 Coun Jurisdiction: 261100 Cross Ventilation: No Cg Jurisdiction: Zip: Atlantic Beach,FL 32233 Family Type: Single-Familli Whole House Fan: No New/Ewshng: New(From.1-�1'ans) Terrain: Suburban Year Construct 2018 Shielding: Suburban Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville NAS FL_JadwrrAlle-Cr 2 37 96 70 75 995 46 Medium BLOCKS # Name Area. Volume 1 System 2 2051.50 ft2 19489.45 ft 2 System 1 1285.50 ft2 13883.40 ft3 SPACES # Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Kitchen Dining 423.00 ft2 4568.40 ft3 Yes 2 0 1 Yes Yes Yes 2 Pantry 36.00 ft2 388.80 ft3 No 0 0 1 Yes Yes Yes 3 Bed 2 224.75 ft2 2427.30 ft No 1 1 1 Yes Yes Yes 4 Bath 2 68.25 ftz 737.10 ft3 No 0 0 1 Yes Yes Yes 5 Foyer 157.50 ftz 1701.00 ft3 No 0 0 1 Yes Yes Yes 6 LMng: 376.00 ftz 4060.80 W No 2 0 1 Yes Yes Yes 7 Bed'? 172.50 ftz 1569.75 ft3 No 1 1 1 Yes Yes Yes 8 Bed 4 181.25 ft2 1649.38 ft3 No 1 1 1 Yes Yes Yes 9 B4C 47.50 ft2 432.25 ft3 No 0 0 1 Yes Yes Yes 10 B5C 47.50 ft2 432.25 ft3 No 0 0 1 Yes Yes Yes 11 B3C 47.50 ft2 432.25 ft3 No 0 0 1 Yes Yes Yes 12 Bath 4 67.00 ft2 609.70 ft3 No 0 0 1 Yes Yes Yes 13 Sink 4 67.50 ftz 614.25 ft3 No 0 0 1 Yes Yes Yes 14 Bath 3 49.50 ftz 450.45 ft3 No 0 0 1 Yes Yes Yes 15 Loft 381.25 ftz 4290.18 ft3 No 0 0 1 Yes Yes Yes 16 Bed 3 196.50 ft2 1788.15 ft3 No 1 1 1 Yes Yes Yes 17 MWIC 175.50 ft2 1597.05 fP No 0 0 1 Yes Yes Yes 18 M Toilet 24.00 ft2 218.40 ft3 No 0 0 1 Yes Yes Yes 19 M Bath 197.50 ftz 1797.25 ft3 No 0 0 1 Yes Yes Yes 20 Master Bed 325.50 ftz 2962.05 ft3 No 2 1 1 Yes Yes. Yes 21 Laundry 71.00 ft2 646.10 ft No 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab On Grade Kitchen Dining 51 ft 0 423.00 ft2 0 1.0 0 2 Slab On Grade Pantry 6 ft 0 36.00 ftz 0 1.0 0 3 Slab On Grade Bed 2 32 ft 0 224.75 ftz 0 1.0 0 4 Slab On Grade Bath 2 14 ft 0 68.25 ft2 0 1.0 0 5 Slab On Grade Foyer 11 ft 0 157.50 ft2 0 1.0 0 6 Slab On Grade Lim ngg 46 ft 0 376.00 ftz 0 1.0 0 7 Frame Floor Over Ext R19 Bed 5 16 ft 0 110.50 ft2 0 1.0 0 8 Frame Floor Over Ext R19 Bath 4 13 ft 0 57.00 ft2 0 1.0 0 9 Frame Floor Over Ext R19 Sink 4 0 ft 0 24.50 ft2 0 1.0 0 10 Slab On Grade Loft 0 ft 0 76.00 ft2 0 1.0 0 11 Frame Floor Over Ext R19 Bed 3 7 ft 0 87.50 ft2 0 1.0 0 12 Frame Floor Over Ext R19 MWIC 1 ft 0 15.50 ft2 0 1.0 0 13 Frame Floor Over Garage R11 MWIC 1 ft 0 14.00 ft2 0 1.0 0 14 Frame Floor Over Gara a R11 M Toilet 0 ft 0 12.00 ftz 0 1.0 0 15 Frame Floor Over Ext R919 M Bath 4 ft 0 21.00 ftz 0 1.0 0 16 Frame Floor Over Garage R11 M Bath 1 ft 0 7.00 ft2 0 1.0 0 17 Frame Floor Over Garage R11 Master Bed 29 ft 0 294.00 ft2 0 1.0 0 18 Frame Floor Over Ext R19 Laundry 6 ft 0 26.00 ft2 0 1.0 0 19 Frame Floor Over Garage R11 Laundry 5 ft 0 21.00 ft2 0 1.0 0 t}� vvrYtii�csFc- 2018-Jan-1615:3153 RigkSdferalUdversa1201818.0.08RS000000 RIgtt-Energy@Rorda2017 Sedion405A.1CompliartSoftware Page3 si DevelopmertModel 3336-158 16thStreetrup Calc=M18 FrordDoorfaces:N FORM R405-2017 ROOF ✓ # Type Materials Area Gable Color Solar Tested Emitt Tested Deck Pitch 1 Hip RoofAsph 2294 ftz Dark 0.75 No 0.90 No 17 27 2 Hip RoofAsph 115 ftz Dark 0.75 No 0.90 No 17 27 ATTIC ✓ # Type Ventilation Vent Ratio 1 in Area RBS IRCC 1 Full attic Vented 300 2051.50 ftz N N 2 Full attic Vented 300 102.50 ftz N N CEILING ✓ # Ceiling Type Space R Value Area Framing Fraction Truss Type 1 Shingle Vented Attic R38 Bed 5 38 172.50 ftz 0.10 Wood 2 Shingle Vented Attic R38 Bed 4 38 181.25 ftz 0.10 Wood 3 Shingle Vented Attic R38 B4C 38 47.50 ftz 0.10 Wood 4 Shingle Vented Attic R38 B5C 38 47.50 ftz 0.10 Wood 5 Shingle Vented Attic R38 63C 38 47.50 ftz 0.10 Wood 6 Shingle Vented Attic R38 Bath 4 38 67.00 ftz 0.10 Wood 7Shingle Vented Attic R38 Sink 4 38 67.50 ftz 0.10 Wood 8 Shingle Vented Attic R38 Bath 3 38 49.50 ftz 0.10 Wood 9 Shingle Vented Attic R38 Loft 38 381.25 ftz 0.10 Wood 10 Shingle Vented Attic R38 Bed 3 38 196.50 ftz 0.10 Wood 11 Shingle Vented Attic R38 MWIC 38 175.50 ftz 0.10 Wood 12 Shingle Vented Attic R38 M Toilet 38 24:00 ftz 0.10 Wood 13 Shingle Vented Attic R38 M Bath 38 197.50 ftz 0.10 Wood 14 Shingle Vented Attic R38 Master Bed 38 325.50 ftz 0.10 Wood 15 Shingle Vented Attic R38 Laundry 38 71.00 ftz 0.10 Wood WALLS ✓ # Omt Adjacent To Wall Type Space R VaCavity Ft idle Ft fight �a Sheathing Framing SolarAbsoc Below YP P R Value Fraction Grade% 1 N Exterior Wood 2x6 Wa Kitchen Dining 19 15 0 10 10 162.0 ftz 0 0.25 0.60 0 2 E Exterior Wood 2x6 Wa Kdchen Dining 19 8 6 10 10 91.8 ftz 0 0.25 0.60 0 3 W Exterior Wood 2x6 Wa Ktcher Dining 19 27 0 10 10 291.6 ftz 0 0.25 0.60 0 4 W Exterior Wood 2x6 Wa Pantry 19 6 0 10 10 64.8 ftz 0 0.25 0.60 0 5 - Partition Wall 2x6 Ad Pantry 19 6 0 10 10 64.8 ftz 0 0.22 0.20 0 6 E Exterior Wood 2x6 Wa Bed 2 19 15 6 10 10 167A ftz 0 0.25 0.60 0 7 S Exterior Wood 2x6 Wa Bed 2 19 14 6 10 10 156.6 ftz 0 0.25 0.60 0 8 W Exterior Wood 2x6 Wa Bed 2 19 2 0 10 10 21.6 ftz 0 0.25 0.60 0 9 - Partition Wall 2x6 Ad Bed 2 19 13 6 10 10 145.8 ftz 0 0.22 0.20 0 10 N Exterior Wood 2x6 We Bath 2 19 7 0 10 10 75.6 ftz 0 0.25 0.60 0 11 E Exterior Wood 2x6 We Bath 2 19 6 6 10 10 70.2 ftz 0 0.25 0.60 0 12 E Exterior Wood 2x6 We Foyer 19 11 0 10 10 118.8 ftz 0 0.25 0.60 0 13 - Partition Wall 2x6Ad Foyer 19 10 6 10 10 113.4 ftz 0 0.22 0.20 0 14 N Exterior Wood 2x6 Wa Living 19 20 0 10 10 216.0 ftz 0 0.25 0.60 0 15 E Exterior Wood 2x6 Wa Living 19 18 6 10 10 199.8 ftz 0 0.25 0.60 0 16 S Exterior Wood 2x6 Wa Living 19 7 0 10 10 75.6 ftz 0 0.25 0.60 0 17 N Exterior Wood 2x6 Wa Bed 5 19 12 0 9 1 109.2 ftz 0 0.25 0.60 0 18 E Exterior Wood 2x6 Wa Bed 5 19 13 0 9 1 118.3 ftz 0 0.25 0.60 0 19 N Exterior Wood 2x6 Wa Bed 4 19 12 0 9 1 109.2 ftz 0 0.25 0.60 0 20 W Exterior Wood 2x6 Wa Bed 4 19 13 0 9 1 118.3 ftz 0 0.25 0.60 0 21 W Exterior Wood 2x6 We B4C 19 5 0 9 1 45.5 ftz 0 0.25 0.60 0 22 E Exterior Wood 2x6 We 135C 19 5 0 9 1 45'.5 ftz 0 0.25 0.60 0 23 E Exterior Wood 2x6 Wa 63C 19 5 0 9 1 45.5 ftz 0 0.25 0.60 0 24 N Exterior Wood 2x6 Wa Bath 4 19 11 0 9 1 100.1 ftz 0 0.25 0.60 0 25 E Exterior Wood 2x6 Wa Bath 4 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 26 W Exterior Wood 2x6 We Bath 4 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 27 W Exterior Wood 2x6 We Loft 19 6 6 11 3 72.8 ftz 0 0.25 0.60 0 28 Partition Wall 2x6Ad Loft 19 14 11 11 3 167.4 ftz 0 0.22 0.20 0 29 N Exterior Wood 2x6 Wa Bed 3 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 30 E Exterior Wood 2x6 Wa Bed 3 19 13 6 9 1 122.9 ftz 0 0.25 0.60 0 31 E Exterior Wood 2x6 Wa MWIC 19 11 6 9 1 104.7 ftz 0 0.25 0.60 0 32 S Exterior Wood 2x6 Wa MWIC 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 33 E Exterior Wood 2x6 We M Bath 19 14 0 9 1 127.4 ftz 0 0.25 0.60 0 34 S Exterior Wood 2x6 We M Bath 19 16 6 9 1 150.2 ftz 0 0.25 0.60 0 35 W Exterior Wood 2x6 We M Bath 19 9 0 9 1 81.9 ftz 0 0.25 0.60 0 36 S Exterior Wood 2x6 We Master Bed 19 18 6 9 1 168A ftz 0 0.25 0.60 0 37 W Exterior Wood 2x6 We Master Bed 19 14 0 9 1 127.4 ftz 0 0.25 0.60 0 38 N Exterior Wood 2x6 Wa Laundry 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 39 S Exterior Wood 2x6 We Laundry 19 2 0 9 1 18.2 ftz 0 0.25 0.60 0 40 W Exterior Wood 2x6 Wa Laundry 19 13 0 9 1 118.3 ftz 0 0.25 0.60 0 DOORS ✓ Width Height # Omt Door Type Space Stones U-Value R In Ft In Area 1 N Door,mtl pur core type Foyer None 0.290 3 0 8 0 24.0 ftz - r3 licrrrtafc- 2018-Jan-1615:3153 " RigttSrifersUriversal201818.0.OBRS000OOO Rig1t-Energy@Rorida2017 Section405.4.1CompliartSoftware Page si DevelopmertWodel 3336-158 16thStreetnq Calc=Mr8 FrortDoorfaces:N 2018-Jarr1615:3153 RightSrite®Uriversal201818.0AB RS000000 Rigk-Erergy®Florida 2017 Sec ion405A.1 Compliart Software Page 5 -sl DevelopmerModel 3336-158 16thStreetrLp Calc=NU8 FrortDoorfaces:N FORM R405-2017 WINDOWS ✓ # Omt VIDII Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Shade Screening 1 N 1 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft 4 in 13 ft 0 in Blinds 45° outdoor 2 W 3 None Low-E Double Yes 0.340 0.22 No 15.0ft' 1 ft 4 in 13 ft 0 in Blinds 45° outdoor 3 S 7 None Low-E Double Yes 0.540 0.32 No 48.0ft' 2 ft 0 in 2 ft 0 in Blinds 45° None 4 E 12 None Low-E Double Yes 0.540 0.32 No 48.0ft' 9 ft 0 in 2 ft 0 in None None 5 N 14 None Low-E Double Yes 0.540 0.32 No 48.0ft' 8 ft 7 in 1 ft 0 in None None 6 N 14 None Low-E Double Yes 0.540 0.32 No 30.0ft' 8 ft 7 in 1 ft 0 in Blinds 45° outdoor 7 E 15 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft 4 in 13 ft 0 in Blinds 45' outdoor 8 N 17 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft 4 in 1 ft 0 in Blinds 45° outdoor 9 E 18 None Low-E Double Yes 0.340 0.22 No 15.0ft' 1 ft 4 in 1 ft0 in Blinds 45' outdoor 10 N 19 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft 4 in 1 ft 0 in Blinds 45° outdoor 11 W 20 None Low-E Double Yes 0.340 0.22 No 15.0ft' 1 ft 4 in 1 ft 0 in Blinds 45' outdoor 12 N 24 None Low-E Double Yes 0.340 0.22 No 16.0ft' 1 ft 4 in 1 ft 0 in Blinds 45° outdoor 13 W 27 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft 4 in 1 ft0 in Blinds 45" outdoor 14 E 30 None Low-E Double Yes 0.340 0.22 No 30.0ft' 1 ft4 in 1 ft 0 in Blinds 45° outdoor 15 S 34 None Low-E Double Yes 0.340 0.22 No 25.0ft' 1 ft 4 in 1 ft 4 in Blinds 45° outdoor 16 S 36 None Low-E Double Yes 0.540 0.32 No 48.0ft' 6 ft 6 in 0 ft 8 in Blinds 45' None 17 S 36 None Low-E Double Yes 0.540 0.32 No 30.0ft' 6 ft 6 in 0 ft 8 in Blinds 45° outdoor 18 W 37 None Low-E Double Yes 0.340 0.22 No 20.0ft' 1 ft4 in 1 ft 0 in Blinds 45° outdoor 19 W 40 None Low-E Double Yes 0.340 0.22 No 15.0ft' 1 ft 4 in 1 ft0 in Blinds 45° outdoor GARAGE ✓ # FloorArea Ceiling Area Exposed Wall,Perimeter Avg.Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 46 ft 11 ft 19 INFILTRATION # Scope Method SLA CFM;50 ELA E LA ACH ACH 50 1 Wholehouse Bloverpoor 0.000446 3893 214.2 402.2 0.66 7.00 HEATING SYSTEM' ✓ # System Type Subtype Efficiency Capacity Block Duds 1 Split air source heat pump HSPF:8.2 33.0 kBtu/hr 1 sys#1 2 S Id afrsource heat um HSPF:8.2 21.6 kBtu/hr 2 s COOLING,SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Split air source heat pump SEER:15.0 31.9 kBtu/hr 1050 cfm 0.81 1 sys#1 2 Split air source heat pump SEER:14.5 19.5 kBtu/hr 700 cfm 0.73 2 sys#2 HOT WATER SYSTEM ✓ # System T e Subtype Location EF Cap Use SetPnt Conservation 1 0 None DUCTS ✓ SUppy Return Air CFM 25 Percent HVAC# # Location Value Area Location Area Leakage Type Handler Out Leakage QN RLF Heat Cool 1 System 2 Attic 6.0 361 ft' System 2 Attic 185 ft' oeran Leakage system 2 Attie (Default) 6.00 1 1 2 System 1 6.0 252 ft' System 1 189 ft' oeradt Leakage Uxond Garage (Default) 6.00 2 2 TEMPERATURES Programable Thermostat: Ceiling Fans: Cooling X an X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct X Nov X Dec Heating I X jjjan I XI Feb l X� Mar l X� Apr I X� May I X� Jun I X� JUI I X� Aug X� Sep X Oct X Nov X Dec Venting X Jan X Feb [ X Mar [ X Apr X May X Jun X Jul X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: Florida Building Code,6th Edition Hours Schedule Type 2017 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM. 72 72 72 72 72 72 72 72 72 72 72 72 +' wr�dfiacJ�rc3fu' 2018-Jan-1615:3153 RigltSdte®Uriversal201818.0.08RS000000 Right-Erergy®Flodda 2017 Sedion405.4.1CompliartSofMrare Page _.siDevelopmerfModel3336-15816th5treet.rrp Calc=M18 FrorfDoorfaces N Job: wrig,htsoft Project Summary Dam: System 7 By. Jonathan Jacobs WchaniCalcs LLC. 395 Menasha Ct.Longwood,FL 32779 Phore:386-503-0449 Email:MecharrCalcs@gmail.com Web:ireedHVACcalcs.com or MedaniCalcsLLC oom Project • • For. Ossi.Homes&Development 15816th Street;Atlantic Beach;FL 32233 Notes: Design • • Weather. Jacksonville NAS,FL,US. enter Design Conditions, Summer Design Conditions Outside db 37 OF Outside db 96 OF Inside db 70 OF Inside db 75 OF Design TD 33 OF Design TD 21 OF Daily,range M Relative humidity 50 % Moisture difference 46 grAb Heating Summary, Sensible Cooling Equipment Load Sizing Structure 19392 Btuh Structure 12543 Btuh Ducts 1933 Btuh Ducts 1366 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Raping 0 Btuh Equipment load 21325 Btuh Use manufacturers data y Rate/swinmultipplier 1.00 Infiltration Equipmenilsensible load 13909 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 13893 cfm Structure 4371 Btuh Ducts 438 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(f!2) 1286 1286 Equipment latent load 4809 Btuh Volume(fta) 13883 13883 Air changeslhour 0.76 0.46 Equipment Total Load(Sen+Lat) 18719 Btuh Equiv.AVF(cfm) 175 107 Req.total capacity at 0.73 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade B YANT HEATINGAND COOLING SYS... Trade BRYANT HEATINGAND COOLING SYS... Model 214DNA0240000A0 Cond 214DNA0240000A0 AHRI ref 9676151 Coil FV4CNF002L AHRI ref 9676151 Efficiency 8.2 HSPF Efficiency 12.0 EER,14.5 SEER Heating Input Sensible cooling 14231 Btuh Heating output 21600 Btuh @47°F Latentocoling' 5263 Btuh Temperature rise 28 OF Total cooling 19494 Btuh Actual airflow 700 cfm Actual airflow 700 dm Airflowfactor 0.033 cfm/Btuh Air flow factor 0.050 dm/Bbuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.74 Capacity balance point=36 OF Backup:Bryant Input=8 kW, Output=27297 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 411-wvYgl•tSV Ft 2018-Jan,-16 15:30:20 Rigtt-SLAA)Universal 2018 18.0.08 RS000000 Page 1 .si DevelopmenilModel 3336-15816th SteeLnQ Calc=W8 Frort Doorfaces:N Project Summary o : -Wrsgf�tsoft' stem 2 By. Jonathan Jacobs MechaniCalcs LLC. 395 Mereste Cf,Longwood,FL 32779 Phore:386503-0449 Email:WchariCaics@gmall.com Web:ireedFIVACcalcs corn or WchaniCalml-Mcom Project • • For Ossi.Homes&Development 15816th Street,Atlantic Beach,FL 32233 Notes: Design Information Weather. Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 37 OF Outside db 96 OF Inside db 70 OF Inside db 75 OF Design TD 33 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 46 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17323 Btuh Structure 15728 Btuh Ducts 4876 Btuh Ducts 7145 Btuh Central vent(0 ctim) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22199 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22872 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 3893 cfm Structure 4692 Btuh Ducts 1407 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft?) 2052 2052 Equipment latent load 6098 Btuh Volume(fla) 19489 19489 Air changes/hour 0.59 0.36 Equipment Total Load Sen+Lat) 28971 Btuh Equiv.AVF(chn) 192 118 Req.total capacity at 0.81 SHR 2.4 ton Heating.Equipment.Summary Cooling Equipment Summary Make Bryant Make Bryant Trade B YANT HEATING AND COOLING SYS... Trade BRYANT HEATING AND COOLING SYS... Model 214DNA036 Cond 214DNA036 AHRI ref 9662376 Coil FV4CNB003L AHRI ref 9662376 Efficiency 8.2 HSPF Efficiency 12.0 EER,15 SEER Heating input Sensible cooling 25871 Btuh Heating.output 33000 Btuh @47°F Latentcooling 6068 Btuh Temperature rise 29 OF Total cooling 31939 Btuh Actual airflow 1050 cfm Actual airflow 1050 dm Air flow factor 0.047 cfm/Btuh Air flow factor 0.046 cftm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=27 OF Backup:Adams Manufacturing Company Input=6 kW, Output=20634 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w_rifgFrtsOft' 2018-Jan•1615:3020 Rlgtt SLite@ Uriversal 201818.0.08 RS000000 page 2 .si DevelopmertNodel3336-15816th Streetnip Calc=MJ8 FrortDoor faces N - wrigh#softt Manual S Compliance Report o : System 9 By. Jonathan Jacobs MechaniCalcs LLC. 395 Menasha Ct,Longwood,FL 32779 Phona:386-503-0449 Email:WchariCaics@gmaii.com Web:iraedFNACmics.com or WchaniCalml-Mcom Project I ® - For. Ossi.Homes&Development 15816th Street,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 95.7oF Sensible gain: 13909 Btuh Entering coil DB: 75.1oF Outdoor design WB: 77.1 of Latent gain: 4809 Btuh Entering coil WB: 62.6oF Indoor design DB: 75.0°F Total gain: 18719 Btuh Indoor RH: 50% Estimated airflow: 700 ch Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer. Bryant Model: 214DNA0240000AO+FV4CNF002L Actual airflow: 700 ctrn Sensible capacity: 14212 Btuh 102%of load Latent capacity: 5282 Btuh 110%of load Total capacity. 19494 Btuh 104%of load SHR: 73% Heating Equipment Design Conditions Outdoor design DB: 36.8°F Heat loss: 21325 Btuh Entering coil DB: 69.9°F Indoor design DB: 70.OoF Manufacturer's Performance Data at,Actual Design Conditions Equipment type: SplitASHP Manufacturer. Bryant Model: 214DNA0240000AO+FV4CNF002L Actual airflow. 700 dm Output capacity. 18122 Bluh 85%of load Capacity balance: 36 of Supplemental heat required: 3202 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Bryant Model: Actual airflow: 700 dm Output capacity: 8.0 kW 128%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. { tif6lrl htsoft- 2018-Jan-1615:3020 �..•. ...e,• .a. Pigtt SLite@ Uriversal 20l B 18.0.08 RS000000 Page 1 .A DevelopmertWodel3336-15816th Streetnp Calc=MJ8 Frort Doorfaces N - wrightsoft° Manual S Compliance Report o : System 2 By. JonaUfan Jacobs MechaniCalcs LLC. 395 Menasha Ck Longwood,FL 32779 Phone:386-503-0449 Email:WchafiCalcs@gmail.com Web:ireedHVACcalcs.com or MechaniCahsLLC.00m Project I • • For. Ossi.Homes&Development 15816th Street,Atlantic Beach,FL 32233 Cooling, • • Design Conditions Outdoor design DB: 95.7°F Sensible gain: 22872 Btuh Entering coil DB: 77.6°F Outdoor design WB: 77.1 OF Latent gain: 6098 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 28971 Btuh Indoor RH: 50% Estimated airflow. 1050 ch Manufacturer's Performance Data at Actual.Design Conditions Equipment type: SplitASHP Manufacturer. Bryant Model: 214DNA036+FV4CNB003L Actual airflow 1050 clfn Sensible capacity: 25904 Btuh 113%of load Latent capacity: 6094 Btuh 100%of load Total capacity. 31998 Btuh 110%of load SHR: 81% Heating Eqqipment Design Conditions Outdoor design DB: 36.8oF Heat loss: 22199 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer. Bryant Model: 214DNA036+FV4CNB003L Actual airflow. 1050 cFm Output capacity: 27989 Btuh 126%of load Capacity balance: 27 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer Adams Manufacturing Model: Actual airflow: Codwy dm Output capacity: 6.0 kW 93%of load Temp.rise: 17 OF Meets all requirements ofACCA Manual S. — V!!®'ightSof` " 2018-Jarr1615:3020 Riglt-SWfe@ Uriversal 201818.0.08 RS000000 Page 2 ADevelopmerLVNodel3336-15816fhStreetnQ Calc=MJ8 Front Doorfaoes N wlrNghtaoft' Duct System Summary o : System 1 By. Jonathan Jacobs MechaniCalcs LLC. 395 Menaste Cf,Longwood,FL 32779 Phore:386-003-0449 Email:WchariCaics@gmaii.com Web:ineedWACcalcs mm or WchaniCalcsl-Lacom Project • • For. Ossi Homes&Development 15816th Street,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.26 in H2O 0.26 in H2O Supply/return available pressure 0.094/0.166 in H2O 0.094/0.166 in H2O Lowest fiction rate 0.153 in/100ft 0.153 in/100ft Actual airflow 700 cfm 700 cfm Total efective length(TEL) 170 It SupplyD- Table; Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (ctm) 0M) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Bath h 1411 46 23 0.153 4.0 0x0 VIFx 32.0 29.5 st2 Bed 2 h 4524 149 132 0.165 8.0 Ox 0 MFx 35.5 21.7 st2 Foyer a 1996 80 100 0.159 6.0 Ox 0 MFx 32.0 27.5 st2 KBchen-Dining c 2112 94 106 0.168 6.0 Ox 0 VIFx 28.0 28.0 st1 Ktchen-Dining-A c 2112 94 106 0.261 6.0 Oxo VIFx 14.5 21.7 st1 Living c 2168 105 109 0.173 7.0 Ox 0 VIFx 34.4 20.2 st1 Living-A c 2168 105 109 0.221 6.0 Ox 0 VIFx 24.0 18.7 st1 Pantry h 778 26 14 0.468 4.0 Ox 0 VIFx 9.0 11.2 st1 SupplyTrunk ! - • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 425 445 0.168 566 12.0 0 x 0 VinIFIX st2 PeakAVF 275 255 0.153 623 9.0 0 x 0 VinlFlx Return Branch • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb7 Ox 0 195 155 103.3 0.160 558 8.0 Ox 0 MFx rt3 rb2 Ox 0 505 545 108.1 0.153 694 12.0 Ox 0 MFx rt3 - wrigPotsoft- 2018-Jan-1615:3020 Rlgtt Srite®Universal 2018 18.0.08 RS000000 Page 1 .-Si DevelopmertWlodel3336-15816thStreetnp Calc=NUB FrortDoorfaces N Return Trunk Detail'Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk rt3 PeakAVF 700 700 0.153 655 14.0 0 x 0 VinlFlx rrs1 rrs1 PeakAVF 700 700 0.153 394 8.0 16 x 16 Rec tFFbg rd rd PeakAVF 700 700 0.153 394 8.6 16 x 16 RectFbg { Wrighftoft- 2018-Jarr1615:3020 .4u• e...�., PJglt•Stife®Uriversal201818.0.08RS000000 Page .-siDevelopmenWodel3336-15816thStreetnp Calc=W8 FrortDoorfaoes N Duct System,Summary Job: �vrightsoft, Date: System 2 By. Jonathan Jacobs MechaniCalcs LLC. 395 Menashe Ct.Longwood,FL 32779 Phone:386-003-0449 Email:WchaiiCalrs@gmail.com Web:ineedWACcalcs.00m or MechaniCal sLLC.00m Project • o For. Ossi Homes&Development 15816th Street,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.27 in H2O Available static pressure 0:28 in H2O 0.23 in H2O Supply/return available pressure 0.159/0.121 in H2O 0.131/0.099 in H2O Lowest fricdon rate 0.149 in/100ft 0.122 in/100ft Actual airflow 1050 c1m 1050 cfm Total efective length(TEL) 188 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bac h 390 18 13 0.340 4.0 Ox 0 VIFx 29.2 17.6 st4 Bac h 390 18 13 0.527 4.0 Ox 0 VIFx 15.0 15.1 st7 B5c h 390 18 13 OA33 4.0 Ox 0 VIFx 21.4 15.4 st7 Bath3 C 106 3 5 0.334 4.0 Ox 0 VIFx 23.1 16.1 st4 Bath4 h 1395 66 39 0.427 5.0 Ox 0 VIFx 15.9 21.4 st7 Bed 3 C 2789 85 128 0.234 7.0 Ox 0 VIFx 242 31.6 st4 Bed 4 C 2898 114 133 0.323 6.0 Ox 0 VIFx 13.0 27.5 st7 Bed 5 c 2747 125 126 0.278 6.0 Ox 0 VIFx 19.0 28.1 st7 Landry h 1417 70 65 0.156 5.0 Ox 0. VIFx 33.6 50.3 sty Loft c 3057 84 140 0296 7.0 Ox 0 VIFx 19.0 25.2 st4 M Bath h 3246 154 98 0.149 8.0 Ox 0 VIFx 50.0 56.8 st6 MWIC h 591 28 20 0.176 4.0 Ox 0 VIFx 43.3 47.2 st6 MWIC-A h 591 28 20 0.162 4.0 Ox 0 VIFx 50.0 48.1 st6 Master Bed h 2494 115 114 0.168 7.0 Oxo VIFx 33.4 44.3 st5 Master Bed-A h 2494 115 114 0.181 7.0 Ox 0 VIFx 28.6 43.5 sty Sirk4 C 144 6 7 0.581 4.0 Ox 0 VIFx 8.3 14.2 st7 0. wrightsoft' 2018-Jan-16 15:3020 � - .ru• �..o... RlgttSUte®Universal 201818.0.08RS000000 Page ACCR.-siDevelopmertWlodel3336-15816thSteetnp Calc=MJB FrortDoorfaces:N Supply D- Table, Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfrn) (dm) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 1050 1050 0.122 700 14.4 18 x 12 Rec tFbg st4 PeakAVF 702 719 0.122 673 14.0 0 x 0 VinIFIX st3 st5 PeakAVF 511 433 0.149 650 12.0 0 x 0 VinIFIX st4 st6 PeakAVF 209 139 0.149 384 10.0 0 x 0 VinIFIX Sts st7 PeakAVF 348 331 0.278 789 9.0 0 x 0 VinIFIX st3 TableReturn,Branch Detailr Grille Htg, Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mata Trunk rb6 Ox 0 440 368 58.8 0.206 560 12.0 Ox 0 MR rt2 rb3 Ox 0 199 185 34.0 0.292 570 8.0 Ox 0 MR rt2 rb4 Ox 0 150 146 55.3 0.179 560 7.0 Ox 0 MR rt2 rb5 Ox 0 104 141 81.1 0.122 404 8.0 Ox 0 VIFx rt2 rb1 Ox 0 158 210 37.7 0.264 602 8.0 Ox 0 MR rt2 Return,Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dm) FR (fpm) (in) (in) Material Trunk rt2 PeakAVF 1050 1050 0.122 442 7.8 18 x 19 RectFbg -wrigh saft— 2018-Jar0615:3020 CC .�,. PJgttSLibB@Uriversal20l8l8.0.OBRS000OOO Page ._d DevelopmertWodel 3336-15816th StreeLrrp Calc=W8 Frort Door faces N Static Pressure and Friction Rate Job: VlfrigFats®ft° Date: System 1 By. Jwiat lan Jacobs MechaniCalcs LLC. 395 Menashe Ct,Longwood,FL 32779 Phone:386503-0449 Email:We ariCaics@gmailmm Web:in eedWACcalcs.com or MechaniCalcsLLC.com Project • • For. Ossi Homes&Development 15816th Street,Atlantic Beach,FL 32233 Available Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.04 0.04 Heatexchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.05 0.05 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.26 0.26 Total • Supply Return (ft) (ft) Measured length of run-out 10 12 Measured length of trunk 22 18 Equivalent length of fittings 30 79 Total length 62 108 Total efective length 170 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.153 OK 0.153 OK Return Ducts 0.153 OK 0.153 OK Fitting Equivalent LengthDetails 4AE=55,11C=40,11G=5,11G=5,1A=35,11G=5,VelAdj=115:TotalEL=30 Return 6L=20,11 C=40,11 H=7,8D3=65,11 G=5,11 G=5,11 G=S,5F1=45,VelAdj=113:TotalEL=79 { -{fN®'I2018-Jan-16 15:3020 4•+ .a<<... Rlgtt Srife®Uriversal 201818.OA8 RSU00000 Page 1 .A DevelopmertModel 3336-158 16fhStreeLny Calc=W8 FrontDoorfaces N Static.Pressure and Friction Rate Jab. �+ir� htsoft� Date: System 2 By. Jonathan Jacobs MechaniCalcs LLC. 395 Menashe Cf,Longwood,FL 32779 Phore:386-503-0449 Email:WctariCalcs@gmaii.mm Web:ineedHVACcalcs.com or Wdian!CalcsLLC.com m oj ct Information For. Ossi Homes&Development 15816th Street,Atlantic Beach,FL 32233 Available Heating Cooling (in H2O) (in H2O) Externalt static pressure 0.50 0.50 Pressure losses Coil 0 0.05 Heatexchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.05 0.05 Filter 0.12 0.12 Humidifier 0 0 Balancing.damper 0 0 Other device 0 0 Available static pressure 0.28 023 Total • supply Return (ft) (ft) Measured length of run-out 10 13 Measured length of trunk 40 7 Equivalent length of fittings 57 62 Total length 107 81 Total efective length 188 Friction, Heating Cooling (in/1001t) (in/1001t) Supply Ducts 0.149 OK 0.122 OK Return Ducts 0.149 OK 0.122 OK Fitting Equivalent Length, Details supply 4AE=55,11 00,11 G=5,11 G=5,11 00,11 G=5,11 G=5,11 G=5,11 00,11 G=5,11 G=5,11 G=5,USR1=35, velAdj=193:TotalEL=57 Return 6L=20,6C6=115;11 G=5,6CB 25,6CA=10,6CB--25,5F1=45,6CA=10,VelAdj=193:TotalEL=62 -{ -wrigh f 2018-Jarr1615:3020 r .....- ..�, ,. Rigk-SriL-0 Uriversal 2018 18.0.08 RSU00000 Page t ACON .-siDevelopmerflMode[3336-15816thStreetrup Calc=MJB Fror#Doorfaces:N N First Split ASHP Bryant 214DNA0240000A0 fGtchen_Dihing; FV4CNF002L 10x6 106 dm 06" 12x8 109 dm \ 07" i I r LIVIrIg i i 10x6 12x8 106 dm 103 dm 06" 06•• i, 8x4 ❑26 dm v 04" 10x6 100 dm 012" 06" - :Stairs, i Rd Risme 16x16 09` 24x14 014" 1 545 dmf try F 8X4 1 y 46 dm 12"'1 04" ,6aragej r 14x8 12x12 ,L 149 dm 195dm 08.. 08'• Aid;] Job#: MechaniCalcs LLC. Scale:1 :103 . Performed by Jonathan Jacobs for. Page 1 Ossi Hones&De%elopment 395 Menashe Ct RightSuiteO Universal 2018 15816th St eet Longwood,FL 32779 18.0.08 RS000000 Atlantic Beach,FL 32233 Phone:386503-0449 2018-Jan-16 15:30:30 ineedHVACcalcs.00m or MechaniCal sLLC.00m MechaniCalc.. •••Model 3336-158 16th Street.nrp N Second Split ASHP Br}ent214DW36 FV4CNB003L Bath 4� 8x4 I• 66dm 05" rBed 43 ;Bed 5j 12x8 Sa 8x4 12x12 12x8 In 133dm 7dm150 dm 126 dm 06" 'i i 04" 06.. I. - 8x4 8x4 18 dm 18 dm 04" 64C, 2x18 12 x 12 CI 04" 199dm � 12x12 J 210 dm OW, 5dm08" 04" 8x4 18 dm f 04" 4.. 12x12 JLO� i' 441 dm 08" 12x8 140 dm 07" 1 -- - 10 x 6 2x8 128 dm 70 dm Laurxry�_ 12., ol" 05" 16x16 i, 440 dm 12x8 12x8 012" 115dm 115dm 07" 07., MWI 8x4 8x4 MasteY''Be 28 dm 28 dm 04" 04" i, MYTaletj yM BaUi� 14x8 154 dm 08" Job#: MechaniCalcs LLC. Scale:1 :103 Performed by Jonathan Jacobs for: Page 2 Ossi Homes&Development 395 Menashe Ct RightSuite®Universal 2018 15816th Street Longwood,FL32779 18.0.08 RSU00000 Atlantic Beach,FL32233 Phone:386503-0449 2018-Jan-16 15:30:30 i ineedHVACcalcs.com or MedianiCal sl-LC.00m MechaniCala.. Model 3336-158 16th Street.rup FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) D IS P LAY CARD EST'IIV�ATE�DNFy2Y PERFORMANCE IN�F�X = 96 he ower a erg a ormance Index,the more a sent a ome. 1,58 16th Street,Atlantic Beach, FL 32233 1.New construction or existing New(From Plans) 9.Wall Types Insulation Area(ft) 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3586.40 3.Number of units,if multiple family 1 b. Wall 2x6 Adjacent To Garage R=19.0 491.40 c. N/A R= 4.Numberof bedrooms 5 d: N/A R= 5.Is this a worst case? No 10.Ceiling Types Insulation Area(ft) 6.Conditioned floor area(ft2) 3337.00 a. Shingle Vented Attic R38 R=21.0 2051.50 b. N/A R= 7.Windows" Description Area(ft2} c. N/A R= a.LI-Factor Dbl,U-0.340 301.00 SHGC: SHGC=0.22 11.Ducts R Area(ft) b.U-Factor. Dbl,U=0.540 252.00 a.Sup:System 1/Ret:System 1/AH:Uncond Garage 6.0 0.00 SHGC: SHGC=0.32 c.U-Factor. SHGC: 12.Cooling:systems kBtu/hr Efficiency d.U-Factor a.Split air source heat pump 51.4 SEER:7.4 SHGC: b. Area Weighted Average Overhang Depth: 3.792 ft Area Weighted Average SHGC: 0.266 13.Heating systems kBtu/hr Efficiency a.Split air source heat pump 54.6 HSPF:4.1 b. 8.Floor Types Insulation Area(ft) 14.Hot-water systems a. Frame Floor Over Ext R19 R=19.0 342.00 a.Propane instantaneous(0 gal) Cap:0 gal b. Frame Floor Over Garage R11 R=11.0 348.00 EF:0.92 C. Slab On Grade R=0.0 1812.00 b.Conservation features (None) 15.Credits None I certify that this home complied with the Florida Energy Efficiency Cade fur Building Construction through the above energy saving.features which will be installed(or exceeded)in this home beforeYP final inspection. Other7P7i/,layCa rd will be completed based on installed Code a v compliant features. _Builder Signature: Date: 3 -11 ni- - _ LAb 41 .f,Address of New'' e: , 16-14 y City/FL Zip: � 2 2 to?�, 733 '"Label required by Section 303.1.3 of the Florida Building Code,Energy Conservation,if not DEFAULT. 2018-Jan-16 15:31:53 RigttSiite®Uriversal201818.0.08RS000000 Rig1t-Energy@Rorida2017 Sedion405A.1CompliartSoftware Pagel ..siDevelopmerOModel3336-15816thStreetrLp Calc=MJ8 FrorfDoorfaoss:N FORM R405-2017 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Atl�58 V Street PERMIT#: antic Beach,FL 32233 MANDATORY REQUIREMENTS -See individual code sections for full details. SECTION.R401 GENERAL R401.2.Projects shall comply with one of the following: 2.Section R405 and the provissions of Section R401 through R404 labeled"Mandatory". 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 Statues)requires the EPL display card to be included as an addendum to each sales contract for both presoll and nonpresold residential buildings.The EPL display card'contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.completed and signed by the builder The building official shall verify that the EPL display card accurately reflects the plans and specifications submitted to demonstrate compliance forthe building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory): The building thermal envelope shal[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 13tilding:thernal envelope. The building:thermal envelope shall comply with Sections R402A.1.1 and R402.4.1.2. The searing methods between dissimilar materials shall allowfordifferential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal.envelope as listed in Table R402..4A.1 shall be installed in accordance with the manufacturer's instructions and the criteria listedin Table 402.4.1.1,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 shalDbe tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall•be conducted in accordance with ANSI/RESET/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@Xf),(g),or n or an approved third party. Awritten report of the results of the test shallbe 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.Exteriorwindows and doors,fireplace andstove doors shall be dosed,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 dosed,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 dosed 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-buming fireplaces shall,have tight-fitting flue dampers or doors,and outdoor combustion air. Where using tight-fitting doors on factoryAwilt•fireplaces listedand labeledin accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-figging doors on masonry fireplaces,the doors shall be fisted and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage. Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 dm 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: Slte-built windows,skylights and doors. v+rr5g3 t Baa 8c- 2018-Jan•1615:31 S3 RigttSdt9@Udversa1201818.0.08RS000000 Right-Erergy@Rorida 2017 Section4054.1CompliartSoftware Page ..siDevelopmerModel3336-15816thStreetrrp Calc=NUB FrortDoorfaces N FORM R405-2017 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 gasketed and any water lines and duds in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it passes through conditioned space to a•minimum of R-8. Exceptions: 1.Direct vent apliances 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 ata 1.57 psf(75 Pa)pressure differential. All recessed luminaires shall be sealed with a gasket or caulk betweenthe 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 electrio-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 and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 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(3Xf),(g),or(),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air hander. 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. 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 wg.(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. Post construction test:Total leakage shall be measured with a pressure differential of 0.1 inch wg.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct 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. Awritten 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 Brilding: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 557(1 WC)shall be insulated to a minimum of R-3. R403AA 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. R403.5.1t Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace termperature 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 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 how water within the occupancy. The controls shall automatically tum 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. w?�lics��c' 2018-Jan-1615:3153 RigttSrite®UNversa1201818.0.08RS000000 Rigtt-Erergy@Rorida2017 Sedion405.4.1CompliartSoftware Page si DevelopmerfModel 3336-158 16thStreeLrrrp Calc=M18 FrortDoorfaoes N FORM R405-2017 MANDATORY REQUIREMENTS -(Continued) R403.5.5 Heat traps(Marxtatory). 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=commercially a commercially available heat trap or a downward and upward bend of at least 31/2 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). R403.5.6A Storage water heater temperature controls. 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 140°F(38°C to 60°C). R403.5.6.1.2 shutdown. Aseparate switch ora dearly 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 bumer(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 Chapter44 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. Solarwater heaters shall met,the criteria of Section R403.5.6.2.1. 114034 6.2A Solar water heat ng:system. 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 Mechanicat 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 dose when the ventilation system is not operating: R403.6.1 Whole-hoLne 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 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 of for mechanical ventilation shall meet the following criteria: 1.The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation forAcceptable IndoorAir 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, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming,pools or spas. 3.If ventilation air is drawn from enclosed spaces(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 or R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipmenhsizing: 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 methodologies,heating and cooling calculation based on building bads 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 otherfactors 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 11403:6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN'EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY(a) AIRFLOW RATE MAXIMUM CFM CFMMATT CFM Range hoods Any 2.8 dMAivaft Any In-line fan Any 2.8 cfMwatt Any Bathroom,utility room 10 1.4 cfmlwatt <90 Bathroom,utility room 90 2.8 cfrmhnrad Any For SI:1 cfm-28.3 Umin. (a)When tested in accordance HVA Standard 916 2018-Jarr1615.3153 RigttSrite@Uriversal20l8l8.ODBRS000000 Right-EnergyORorida2017 Sedion4054.1CompiiartSoftare Page10 ..si Developmer(Model 3336-158 16thStreetap Calc=NUB FrortDoor races:N 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 bad calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturers product fines.The corresponding latent capacity of the equipment shall not be less than the calculated latent bad. The published,value forAHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturers expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature forthe load calculation(or entering voter 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 calculated total sensible load but not less than 80 percent of that bad. 2.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,equipmentcapacity R403.7:1.2.1 Heat pumps, Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling.capacity shall not be more than 1.15 times greaterthan 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 R40317.1.2Z 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 perlods.is utilized. R403.8 Systems serving.multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and.6404 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, include automatic controls capable of shutting off the system Men the pavement temperature is above 50T(10°C),and no precipitation is falling and an automatic or manual control that wll allow shutoff when the outdoor temperature is above 40°F(4.8°C). 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 tum off and on aceording.to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built4n time switches shall be in compliance with this section. Exceptions: 1.Where public health standards require 24-hour pump operations. 2.Pumps that operate solar-and waste-heat-recovery pool heating systems. 3.Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface ora 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-fecovered 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 afterApril 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning plot lights. �nrrJ�aiar�cas- 2018-Jarr1615:3153 Rlgtt-Suite®Uiiversal201818.0.08RS000000 Riglt•Energy@Rorida2017 Secion405A.1CompliartSoRware Page 11 siDeveloprrertModel3336-15816thStreetrrp Calc=MJ8 FrortDoortcex N MANDATORY REQUIREMENTS-(Continued) 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 AirTemperature.Atest 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(Mandatory): The energy consumption of electric-powered portable spas shall be controlled by the requirements of AP P-1 . SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting.eguipment(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.T Lighting equipment.(Mandatory). Fuel gas fighting systems shall not have continuously burning plot lights. wvrlrr �dc' 2018-Jarr1615:3153 RightSute®Uriversal201818.0.08RS000000 Right-Erergy®Flodda2017 Sedion405A.1CompliartSoftware Page 12 -siDeveloprrertWodel3336-15816thStreet.ryp Calc=MJB FrortDoorfacex N FORM R405-2017 TABLE 402.4.1.1 AIR BARRIER AND INSULATION.INSPECTION COMPONENT CRITERIA Project Name: Model 3336 Builder Name MechaniCal s LLC., Street: 158 16th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL 32233 Permit Number. Owner. Ossi Homes&Development Jurisdiction: 261100 Design Location: FL,Jacksonville NAS COMPONENT AIR BARRIER CRITERIA INSULATIOWNSTALLATION CRITERIA General A continuous air barrier shall be installed in the requirements building envelope.The exteriortherrnal envelope sealing,material. contains a continuous barrier.Breaks or joints in the air barrier shall'be sealed. Air-perrneable insulation shall riot be used as a Ceilinglattic The air barrier in any dropped.ceilinglsotfit The insulation in any dropped ceiling/soffit shall be aligned with the insulation and any, shall be aligned with the air barrier. gaps in the air barrier shall be sealed Access ooppeerings,drop down stairs or knee wall doors to unconditioned attics paces shall be sealed Walls The junction of the fou ndationand sill plate Cavities with comers and headers of frame walls shall be sealedThe junction of the top plate shall be insulated by completely filling.the cavity and the top of exterior walls shall be sealed with a material having a thermal resistance of R3 Knee walls:shall be sealed: per inch minimums Exterior thermal envelope Insulation for tamed 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 doors and skylights ylights and'framing shall be sealed. Rim joists are insulated'and'include an air Rim joists shall be insulated Rim joists barrier. Floors(including The air barrier shall be installed at any exposed Floor framing cavity Insulation shall be installed above-garage and edge of insulations to maintain permanent contact with the underside cantilevered floors) of subiloor decking,or floor framing cavity. insulation shall be permitted to be in contact with the tap sideof 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 Exposed earth in urwented crawl spaces shall be Where provided in lieu of floor insulation, walls covered with a Class I vapor retarder with Insurlationshall be permanently attached overlappingjoints taped to the crawlspace walls. Shafts,penetrations Duct shafts,utilitypenetrations,an d,flue shaft openings to exterior or unconditioned space shall be sealed Narrow-cavities Batts in narrow cavities shall be cut to fit;or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage Air sealing shall be provided between the garage separation aryl condoned spaces. Recessed Recessed lightfixtures installed in the building; Recessed light fixtures installed in the lighting thermal envelope shall be sealed to the drywall: building.themral envelope shall be airtight and IC rated. Plumbing and Bat,insulation shall be-cut neatly to fit around wiring wiring and plumbing in exterior walls,or insulation thaton installation.readilyconforms to available space shall extend behind piping and wiring. Showeritub on The air barrier shall be installed behind Exterior walls adjacent to showers and tubs exterior wall electrical or communication boxes or air-sealed- shall be insulated boxes shall be installed Electricallphone The air barrier shall be installed behind box on exterior electrical or communication boxes or air-sealed walls boxes shall be installed HVAC register HVAC register boots that penetrate building boots thermal envelope shall be sealed to the subfloor or drywall. Concealed When required to be sealed,concealed fire sprinklers sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions at ICC-400. - a�f�rs`{7rii5v t' 2018-Jan-16 15:31:53 RigttSiife@Urlversal201818.0A8RS000000 Ri9tt-Erergy®Florida2017 Sedion405A.1Complied Software Page13 -sl DevelopmentModel3336-15816thStreetrp Calc=NU8 FrortDoorfacesN Reference Home Characteristics Ossi Homes&Development Tile:Model 3336-15816th Street TMY City:FL_Jacksonville-Cr 15816th Street Atlantic Beach,FL 32233 FLBase2014 Above-grade Walls(Uo) 0.084 Above-grade Wall SolarAbsorptance 0.75 Above-grade Wall Infared Emittance 0.90 Basement Walls(Uo) n/a Above-grade Floors(Uo) 0.064 Slab Insulation R-Value 0.0 Ceilings(Uo) 0.030 Roof SolarAbsorptance 0.75 Roof Infared Emittance 0.90 Attic Vent Area(ft2) 6:84 Crawl space Vent Area(ftp) n/a Exposed Masonry FloorArea(ft?) 362.40 Carpet&Pad R-Value 1.9 DoorArea(ft?) 40.00 Door LI-Factor 0.400 North WindowArea(ft2) 12421 South WindowArea(fLF) 12421 East WindowArea,(ftz) 124.21 West WindowArea(11F) 12421 Window U-Factor 0.400 Window SHGC(Heating) 02169 Window SHGC(Cooling) 02169 ACH50 7.00 Internal Gains*(Btu/day) 135741 Water heater gallons per day 160.00 Water Heater set point temperature 120.00 Water heater eficency rating 0.47 Labeled Heating System Rating and Efficiency HSPF=82 Labeled Cooling System Rating and Efficiency SEER=14.0 Air Distribution System Efficiency 0.88 Thermostat Type Manual Heating Thermostat Settings 72.0(All hours) Cooling Thermostat Settings 75.0(All hours) 2018-Jarr1615:3173 RgttSufe@Uriversal20l8l8.0A8RS000000 Rigtt-Energy®Florida 2017 Section405.4.1CompllartSoftware page 16 -sl DevelopmerAModel3336-158161hStreet.rrq Calc=MJB FrortDoorfaces:N UINF1 0Y PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORID6A ` Project Name:- � 9 (GV"\ 5�- A-H—' c Permit # QHS l0 Dd✓(o Project Address:__ I S '? /6 +' S�- /.�4ay.N-- - -3 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval nu nber(s) for the building components listed below 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 munber for any of the applicable listed products. Information regarding statewide product approval may be obtained at: NN w.floridabuilding.or 9.- --Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 7" lo ZWLce u $ �- 2. Sliding a _U < 3. Sectional 4.Roll up 5.Automatic 6.Other �a Tin �rq Ya 4L oat 0¢ ro ah B.WINDOWS l Sin 1. Single hung - 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7. Pass-through 8. Projected 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding cS- llaratC- chi, 5dtcr kw r,5,r t 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles i 1 r { 5�<«�� 3��.5- ti-z�--5 (w, 106`7 c.(_ 1 2. Underlayments r (,/40 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2. Truss plates 3. Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10.Deck-roof 11.Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 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. I 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. (Contractor Name) (Print Name) -lack D 5 r (Signature) Company Name: C)55 CV.v,,q Mailing Address: tit L '3 S .S, City: yCO( Jr. 4 ""5 cState: 1— Zip Code: --?-z---2-G c- Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (qu-C `'z 5-t_ — G v-k E-mail Address: ` Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 Phone:(800)755-6001 ALPINE u+mvc:n,aua alpineitw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number. 434217B JobDescription: 158 16TH ST. DUVAL CTY Address: City,State,Zip: ATL BEACH,FL Name, Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO LICENSE NUMBER:53311 License#: LUIS PONTIGO LICENSE NUMBE State: Address: 496 OSCEOLA AVE JACKSONVILLE,FL 32250 City,State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.16 JRef#: 1 W5X93530008 Wind Standard., ASCE 7-10 Wind Speed(mph): 130 Roof Load(psi): 20.00-7.00-0.00- Floor Load(psi): None 10.00 This package contains a job notes page, 22 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 318.17.1312.29200 Al 2 318.17.1312.31153 A2 3 318.17.1312.32420 A3 4 318.17.1312.33940 A4 5 318.17.1312.35363 A5 6 318.17.1312.37533 A6 7 318.17.1312.39343 A7 8 318.17.1312.41050 A8 9 318.17.1312.42940 A9 10 318.17.1312.45063 B10 2 PLY 11 318.17.1312.46780 C11 12 318.17.1312.48530 D12 13 318.17.1312.50360 EJ13 14 318.17.1312.52340 EJ14 15 318.17.1312.55443 EJ15 16 318.17.1312.58287 HJ16 17 318.17.1313.00870 HJ17 18 318.17.1313.02967 CJ18A 19 318.17.1313.05020 CJ18B 20 318.17.1313.06500 CJ19A 21 318.17.1313.08433 CJ19B 22 318.17.1313.14433 CJ20 Lou Pontigo & Associates, Inc. Consulting Structural Engineers MONO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REJECTED - SEE REMARKS ❑ REVISE & RESUBMIT ` s,6 Revle the Ilrf iT Ci pt r C ^Ct c .(r'lr c fot COntarmanCE' �YJ SII t.rl< c:1<xvfessed in the �•ss � .'Y � wit` �. ��uz -� r s*�� •�t �� : .li ' , 7 Jf !:Jr",7C C'..C(P c]C;!QI j • • Gf �' •• i a+1:iCrJ'vrt pfJCr'SSES,cQnStrUC,tiJr r'" am.Of'71E''f`^,"C:S �, • o. 648 a # COOtdi 1GT!On of the ik'Qfk with other trades or cOnslruction safety • a * s precai.;ticns, Oli of Wi'1ICFi are the sole respa^slQhly of the Contractof, rhe-Contractor is responsible ford , nn ions to be �� „Q�� ATE •tAZ R Corill!med ono correlatca of t'e site. Rev'o*of a specific Clem �`l' �• � �••�l�V`yt` shalt not rncluue ;re a359i7,t�ty(}r which the i��•mss C 0R\9r•� item is a cor ,pore of v;, re "uJmissian will cover only4''�i � +��*•G''`` designaio, �n ges on t `submittal and other changes clearly �rN Identified by the Contractor. 'r►ururt:uuPWAII This document has been electronically signed By:�3 and seated using a Digital Signature,Printed Date' _lo copies without an original signature mus!be 11/14/2017 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 11114/2017 1:43:14 PM ' Job Number.. 434217B Ply: 1 SEAN:711433 /T15 COMN Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.29200 Truss Label: Al Page 1 of 2 JB / DF 11/14/2017 916. 12 40" 17 20 22' ' TO"6 ,7'7"1324 V4 10'10" I"ll.." 0_2_'f " �' 21'�.� �-; 4�� 35' t• 7'0"6 T7 I'T4i 1'4 14 14 14 1'4 1'10'3 TO"6 5X5 P R 12X4(") N W K Z I AB T5 G ACAD < =6X6(1) F AE AF=6X8 12 C D E H J LM O Q S T VX Y AA AC'AH T 6 p (a) W (b) 1B Al A Al 4X6(A2) 1113X4 =7X10 5 AM =5AL 6X8 III X4 =3X4(A1) =5X5 =6X8 20'8"12 14'3"4 T2"2 i T1"2 + 6'7"4 I 6'11' _� 7'2"2 _i 1V 7'22 14'3"4 20'10"8 2T9"14 35' 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):-0.212 H 999 240 B 1619 /747 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.480 H 517 180 AL 4324 /2019 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.068 G - - Al 800 /366 /- /- /- /5.5 Des Ld: 37.00 EXP'C HORZ(TL): 0.142 G Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.23 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.6 TCDL:4.0 psf AL Min Br Width Re 5.0 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.991 g q= BCDL:3.0 psf Al Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 1.000 Bearings B,AL,&Al are a rigid surface. Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.923 Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) 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:17.01.00E.0525.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 1314 -2865 S-T 895 -1910 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 853 -1843 T-V 895 -1910 Top chord 2x4 SP#2:T5 2x4 SP SS Dense: to laterally brace chords as follows: D-F 877-1886 V-X 889 -1903 Bot chord 2x4 SP SS Dense:B2 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) F-H 882-1893 X-Y 1371 -6M Webs 2x4 SP#3:W9 2x4 SP#2: TC 33 -1.57 7.03TC 31 7.03 27.97 H-J 884 -1897 Y-AA 1376 -607 Lumber value set"'I 3B"uses design values TC 50 27.97 36.57 J-L 885 -1898 AA-AC 1377 -608 approved 1/30/2013 by ALSC BC 39 0.15 34.85 L-M 890 -1904 AC-AE 1381 -612 Bracing Apply purlins to any chords above or below fillers M-0 890 -1904 AE-AG 1384 -615 9 at 24"OC unless shown otherwise above. O-Q 895 -1910 AG-AH 1394 -639 (a)Continuous lateral restraint equally spaced on Q-S 895 -1910 AH-AI 458 -1048 member.Or 2x4#3 or better"T'reinforcement.80% length of web member.Attached with 16d Box or Gun Maximum Bot Chord Forces Per Ply(lbs) (0.1 35"x3.5",min.)nails @ 6"oc. Chords Tens.Comp. Chords Tens. Comp. (b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T'reinforcement.80% II1fWtpyf�!. B-AN 2491 -1128 AL-AK 885 -357 length of web member.Attached with 16d Box or Gun e 4% AN-AM 2521 -1132 AK-A] 854 -352 (0.135"x3.5",min.)nalls @ 6"oc. �'.��+ y� AM-AL 514-1178 Plating Notes A��•�'+�• • ••••••.�'7 V • �� S�s •� Maximum Web Forces Per Ply(Ibs) All plates are 2X4 except as noted. 3 Webs Tens.Comp. Webs Tens. Comp. (1)-plates so marked were sized using 0% �wp i Fabrication Tolerance, 0 degrees Rotational : p, 64 C-AN 731 -89 V-W 305 -392 Tolerance,and/or zero Positioning Tolerance. y C-AM 311 -775 X-AL 1533 -2667 7c M-AM 653 -852 AL-AH 1114 -2472 1 plate(s)require special positioning.Refer to $ • AM-X 3446 -1569 AK-AH 749 110 scaled plate plot details for special positioning ® • requirements. �; ATE �•g Wind Gyr�/C°�•+��O�`0�+��•��`J� Wind loads and reactions based on MWFRS. `i�� ' •••,,•�+,+++' An\�� #0 278 , NAIL 11/14/2017 "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 sa ety 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 rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 610, as applicable. AppOates to each face ofptruss 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NrTWMWAW truss In conformance with ANSIPI 1,or for handlin shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is phe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.corn;TPI: www.t instorg;SBCA:www.sbcindus .com;ICC: w Jccsafe.org Orlando FL,32837 ' Job Number: 4342178 Ply: 1 SEAN:711433 /T15 COMN Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.29200 Truss Label: Al Page 2 of 2 JB ! DF 11/14/2017 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.63 to 56 plf at 7.03 TC:From 28 plf at 7.03 to 28 plf at 27.97 TC:From 56 plf at 27.97 to 56 plf at 36.63 BC:From 4 plf at -1.63 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 7.03 BC:From 10 plf at 7.03 to 10 plf at 27.97 BC:From 20 plf at 27.97 to 20 plf at 35.00 BC:From 4 plf at 35.00 to 4 plf at 36.63 TC: 387 Ib Conc.Load at 7.03 TC: 167 Ib Conc.Load at 9.06,11.06,13.06,15.06 17.06,17.94,19.94,21.94 TC: 173 Ib Conc.Load at 23.94,25.94 TC: 392 Ib Conc.Load at 27.97 BC: 468 Ib Conc.Load at 7.03,27.97 BC: 126 Ib Conc.Load at 9.06,11.06,13.06,15.06 17.06,17.94,19.94,21.94,23.94,25.94 low D. 64 • _. •®As• ATE +• • iv •&Russ• .�` #0 278NAIL AIL 11/14/2O1f ; "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 pnor 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 bracin installed per BCSI sections 83,B7 or 810, as appllcab�e. Appy 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 ITW BuildincLComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the aumv-'OWAW truss in conformance with ANSIITPI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona. engineering responsibility solei for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer peNNSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.ccm;TPI:www.t inst.org;SBCA:www.sbdndusl .com:ICC:www.iccsafe.org ' Job'NumOer: 4342178 Ply: 1 SEAN:711411 /T72 COMN Cust:R9353 JRef: 1W5X93530008 258 16TH ST. DUVAL CTY Qty: 10 FROM:TPF DrwNo: 318.17.1312.31153 Truss Label: A2 JB / DF 11/14/2017 6'2"5 11'9"12 1 T6" 23'2'4 _i_ 28'9"11 _i 3_ _ 6'2"5 5'7"6 + 5'8"4 5'8"4 57"6 6'2"5 =5X5 E D 5 S FS 12 6 m 2X4 2X4 C (a) (a) G m B H =4X6(02) =3X4 =5X8 =3X4 =4X6(A2) 35' 1'6" 9'0"4 8'5"12 i 8'5"12 9'0"4 1'6" 9'0"4 + 17'6" 25'11"12 + 35' 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): 0.149 K 999 240 B 1528 /405 /780 /- /274 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.316 K 999 180 H 1528 /405 /780 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 J - - Wind reactions based on MWFRS EXP:C HORZ L 0.105 J B Min Brg Width Re 1.5 Des Ld: 37.00 R )� q- Mean Height:25.23 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Req= 1.5 NCBCLL:1000 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.983 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.972 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.592 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) 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:17.01.00E.0525.16 B-C 899 -2656 E-F 717 -1728 Lumber C-D 862-2435 F-G 862 -2436 D-E 717-1728 G-H 900 -2657 Value Set:13B(Effective 6/112013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-L 2310 -663 K-J 1912 -496 approved 1/30/2013 by ALSC L-K 1911 -474 J-H 2311 -688 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4#3SRB SPF-S or better'T' reinforcement.80%length of web member.Attached L-D 487 -109 K-F 323 -619 with 8d Box or Gun(0.1 13"x2.5",min.)nails @ 6"oc. D-K 323 -619 F-J 488 -108 E-K 1166 -398 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: I� Chord Spacing(in oc) Start(ft) End(ft) 01� t••• ' ■♦■■ f TC 39 -1.57 36.57 ♦•♦` Se♦•♦ BC 111 0.15 34.85 Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. 64 0. �r • Loading Truss passed check for 20 psf additional bottom $ �S ■ 7♦ chord live load in areas with 42"-high x 24"-wide s o kTE Q clearance. . :• ■• ♦ A Wind ♦N''Z. 0R`\o`♦♦•\�/ A Wind loads based on MWFRS with additional C&Ci •.■.••••• ��.d' member design. ry� �� ►so0fVA1.��' #0 278 ��iewttu>< 11/14/2017 —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 pro erly attached ri id ceillr Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or R10, as applicable. Applgy plates to each face oftrussand 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN„ CO„v,,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae2400 Lake Orange Dr. listing this drawing,indicates acceptance of pproresslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this d�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.al ineitwxom;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafexrg Orlando FL,32837 Job Number: 434217B Ply: 1 SEAN:711424 /T16 COMN Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 7 FROM:TPF DrwNo: 318.17.1312.32420 Truss Label: A3 JB / OF 11/14/2017 5'115 11'7"3 17'3" 22'10"13 28'6"11 346" 5'11"5 5'7"13 5'7"135'713 5'11"5 ' =5X5 D 3X4 23X4 12 C E 6 m 2X4 02X4 B (a) (a) F A G sit =4X6(B7) =3X4 =5X8 =3X4 =4X6(B1) 34'6" 8'9"4 8'5"12 8'5"12 8'9"4 i 8'9"4 ')" 17'3" 268"12 + 34'6" 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.153 I 999 240 A 1415 /364 /685 !- 1225 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.329 1 999 180 G 1415 /364 /685 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.120 H A Min Brg Width Req= - NCBCLL:10.00 Mean Height:25.70 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.978 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.45 ft Rep Factors Used:Yes Max Web CSI: 0.603 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 936 -2575 D-E 725 -1701 Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 B-C 891 -2362 E-F 891 -2363 Lumber Wind C-D 725-1701 F-G 936 -2576 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) To chord 2x4 SP#2 member design. P Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 A-J 2228 -744 I-H 1871 -538 Lumber value set"1313"uses design values J-1 1871 -538 H-G 2229 -743 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'T' J-C 437 -125 I-E 319 -598 reinforcement.80%length of web member.Attached C-1 319 -597 E-H 438 -125 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. D-1 1147 -405 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: � ►ra7 d�A��d Chord Spacing(in oc) Start(ft) End(ft) �'��7•+.■ ■ ■�•+�YJI� TC 36 0.00 34.50 A .��` S ••• BC 109 0.13 34.38 V . • Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. O. 64w A 8 • ■ Hangers/Ties ` • y, (J)Hanger Support Required,by others $ (1-12)=(J)Special hanger required(2)2x6 SP SS Dense o supporting member. : ATE + Loading yi�I� ••+/�'�O�`0��.�`�/3 Truss passed check for 20 psf additional bottom 'yip �' '•+.,,,�•+•+'• ��`� chord live load in areas with 42"-high x 24"-wide clearance. 4 0 278 `�r�urtfnsaHuunu�' 11/14/2017 '"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 ri Id ceiling Locations shown for permanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3,B7 or 610, as applicable. Apply 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 BuildinhComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANff,�„�,AW truss in conformance with ANSI] PI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instor ;SBCA:wvvw.sbcindus .com;ICC:www.iccsafe.org Odando FL,32837 + Job'Numtfer. 434217B Ply: 1 SEQN:711406 /T11 HIPSCust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.33940 Truss Label: A4 JB / DF 11114/2017 5' 2 "4 + _ 35 S"13 13S36"4 =5X5 __5X6 E F :3X4 85X5 D G 12 6 n V v� 05X5 Q2H io C B a-a A J 3X6(A1) =3X4 =3X4 L =3X4 =3X6(A1) =5X8 35' 1'6" 8'9"4 8'2"12 1q"4 8'4"8 i 8'9"4 1'6' 12+ 8'9"4 + 17' 1710"4 26'2"12 1 35' T' 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): 0.136 M 999 240 B 1418 /406 /782 /- /267 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.312 M 999 180 1 1418 /406 1782 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP'C HORZ(TL): 0.130 K B Min Brg Width Req= 1.7 Mean Height:25.11 ft Code/Misc Criteria CreepFactor:1.5 1 Min Brg Width Req= 1.7 NCBCLL:10.00 TCDL:4.0 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.977 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.721 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 B-C 909 -2413 F-G 735 -1569 Lumber C-D 875 -2200 G-H 876 -2200 D-E 737 -1576 H-1 910 -2415 Value Set:13B(Effective 6/1/2013) E-F 709-1346 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-N 2095 -674 L-K 1738 -523 N-M 1740 -499 K-1 2097 -704 Purlins M-L 1341 -293 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 42 -1.57 17.00 TC 12 17.00 18.00 N-D 459 -101 L-F 475 -238 TC 42 18.00 36.57 (lTb1111111i9 D-M 323 -574 L-G 319 -569 BC 95 0.15 34.85 X14 E-M 476 -191 G-K 461 -100 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �,y •s�■■ ■ ■0044■• f Wind .`0��, aS�►•'� Wind loads based on MWFRS with additional C&C 3 member design. ; i • ©. 648 i • = ,�:. ATE ••'mac #0 278antVuS• NnA ut�� +` 11/14/2017 "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 an SBCA) r sa shipping, 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 bracing installed per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face oftrussand position as shown above and on the JoinCDetails, 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 M9W'WMPAW truss in conformance with ANSI] 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fesslona_r engineeringresponsibility solely for the design shown. The suifablllty Suite 150 and use of this gnawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineltw.com;TPI:www.t inst.org;SBCA:v w .sbcindus .com;ICC:www.lecsafe.org Orlando FL,32837 ' Job'Number: 434217B Ply: 1 SEAN:711403 /T10 HIPS Cust:R9353 JRef: 1W5X93530008 ,15816TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.35363 Truss Label: A5 JB / DF 11/14/2017 7'11" 15' 20' 27'1" 35' 5' 7'1" 711" =5X6 =5X5 D E 12 6 3C4 Z�3F4 o) � 0 SDm (a) (a) B G <� A H 3X6(A1) 1112X4 =3X4 =5X8 1112X4 =3X6(A1) 35' 7 1'6" T9"4 7'2"12 4'10"4 7'4"8 79"4 116" 7'9"4 7' 15' r 19'10"4—T 27'2"12 T 35' 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 K 999 240 g 1418 /409 /787 /- /241 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.300 K 999 180 G 1418 /409 1787 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.134 I - - B Min Brg Width Req= 1.7 Mean Height:24.61 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= 1.7 NCBCLL:10.00 TCDL:4.0 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.964 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.991 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.538 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) 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:17.01.00E.0525.16 B-C 931 -2383 E-F 794 -1760 Lumber C-D 796 -1768 F-G 930 -2383 D-E 787-1496 Value Set:13B(Effective 6/1/2013) 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 Lumber value set"l 3B"uses design values B-L 2054 -679 J-1 2051 -708 approved 1/30/2013 by ALSC L-K 2050 -680 I-G 2054 -707 K-J 1494 -401 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or 1x4#3SRB SPF-S or better'T' Webs Tens.Comp. Webs Tens. Comp. reinforcement.80%length of web member.Attached with 8d Box or Gun(0.1 13"x2.5",min.)nails @ 6"oc. C-K 328 -636 J-E 459 -142 D-K 459 -124 J-F 329 -641 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) A>�\�77�•. ■ ■r• �•YYjjfy TC 38 -1.57 15.00 V rs�, S�••s�/ TC 53 15.00 20.00 4 + r TC 38 20.00 36.57 3 BC 95 0.15 34.85 g J Apply purlins to any chords above or below fillers ; O. 648 r at 24"OC unless shown otherwise above. g Wind % s • • Wind loads based on MWFRS with additional C&C �; ATE �•� member design. . o • g ,• �L �p.� � a #0 278 11/14/2017 "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) r sa shipping,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 brach Installed per BCSI sections B3,B7 or 610, as applicabgle. Apply plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANriWCOMVAW truss in conformance with ANSI gPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 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 theseweb sites:ALPINE:www.alpineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC:wwwJ=afe.org Orlando FL,32837 Job'Number. 4342178 Ply: 1 SEAN:711400 I T7 HIPSCust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.37533 Truss Label: A6 JB / DF 11/14/2017 6'11" 13' 17'6" 22 281 35' 4'6" 4'6" 6'1" 6,11„ =5X6 1112X4 =5X6 D E F 12 6 ,3X4 \3G C m 0 SO m � B H 4 33 A I 3X6(A1) 1112X4 =3X4 =5X8 =3X4 1112X4L K =3X6(A1) 35' j 1'6" 6'9"4 6'2"12 4'6" 4'6" 6'2"12 6'9-A 1'6' 6'9"4 13' 17'6" 22' 28'2"12 35' Loading Criteria(psf) 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): 0.138 E 999 240 B 1418 /412 /788 /- /215 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.316 E 999 180 H 1418 /412 /788 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS EXP:C HORZ L: 0.135 J B Min Br Width Re 1.7 Des Ld: 37.00 (T ) g q- Mean Height:24.11 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Req= 1.7 NCBCLL: 10.00 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.514 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)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 B-C 962-2415 E-F 660 -1738 Lumber C-13 853-1912 F-G 853 -1912 D-E 860-1738 G-H 961 -2415 Value Set:13B(Effective 6/1/2013) 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 Lumber value set"l 3B"uses design values B-N 2090 -718 L-K 1637 -508 approved 1/30/2013 by ALSC N-M 2087 -719 K-J 2087 -747 M-L 1637 -480 J-H 2090 -746 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 cc) Start(ft) End(ft) TC 41 -1.57 13.00 C-M 275 -517 K-G 274 -517 TC 50 13.00 22.00 D-M 412 -105 F-K 412 -105 TC 41 22.00 36.57 tRgtft! BC 96 0.15 34.85 A!!!j� Apply purlins to any chords above or below fillers F 4ig� at 24"OC unless shown otherwise above. 15S®� •••• • •o■.•�� yy Wind �� , ��• Wind loads based on MWFRS with additional C&C ? • member design. ;• ©. S ' V • r • �- ,g:• ATE •;'�� yy�j,��,••..cC OR�sP'�� 3 #0 278��``''� �G�v�' ' "l+wrtew�+►u►�"O 11/14/2017 "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 attached ri Id ceilin Locations shown for ermanent lateral restraint of webs shall have brac!n installed per BCSI sections B3,B7 or B10, as applicable. Applgy plates to each face ofptruss 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 ANrr.,CO,,AW truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility soleiv for the design shown. The suitability Suite 150 and use of this gnawing for any structure is fhe responsibility of the building Desigrier 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.tpinsLorg;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 f Job Numiber: 434217B Ply: 1 SEAN:711397 /T6 HIPS Cust:R9353 JRef: 1W5X93530008 ,15816TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.39343 Truss Label: A7 JB / DF 11/14/2017 N"4 11' 17'6" 24' 29'2"12 35' "4 5'2"12 6'6" 6'6" 5'2"12 5'9"4 6X6 1112X4 =6X6 D E F 12 6 2X4 G4 � C _ n 0 n FO io 1 B H a� A I 3X6(A1) 3X4 =5X8 =3X4 =3X6(A1) 35' 1'6" i 11' 6'6" 6'6" 11 1-6� 17,6„ T 24T 35, T 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): 0.136 E 999 240 B 1418 /415 /785 /- /188 /6.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.311 E 999 180 H 1418 /415 /785 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 R ) L: 0.099 J B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.61 ft HORZCode/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.957 Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.998 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.268 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 B-C 1021 -2393 E-F 986 -2077 Lumber C-D 898 -2079 F-G 898 -2079 D-E 986 -2077 G-H 1021 -2393 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"l 3B"uses design values B-L 2084 -779 K-J 1802 -585 approved 1/30/2013 by ALSC L-K 1802 -557 J-H 2084 -807 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: D-L 461 55 F-J 461 55 Chord Spacing(in oc) Start(ft) End(ft) TC 42 -1.57 36.57 E-K 250 -379 BC 108 0.15 34.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind F �h� Wind loads based on MWFRS with additional C&C ��••;��• •SF�d member design. a9 ' o. 648 f • • ATE 01F #0 278*"",,*),N1YAL "u1+►111wtuuti� 11/14/2017 "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 ceiling Locations shown for_permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face otruss 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 Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ANrrWCQW W truss In conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 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:www.al ineitw.com;TPI:www.t inst.or ;SBCA:www.sbcindust .com;ICC:www.icc-safe.org Orlando FL,32837 Job-Number. 4342178 Ply: 1 SEAN:711394 /T5 HIPS Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.41050 Truss Label: A8 JB / DF 11/14/2017 4'9"4 9' 14'10"5 203"7 26' 30'2"12 35' 4'94 4'2"12 5'10"5 5'S"1 5'8"9 4'2"12 4'9"4 =5X6 =3X4 1112X4 =5X6 D E F G T 12 T 6 2X4 >024C 0 'v f° in B 11 ^ J —� A =3X6(A1) -3X4 =5X5 =5X8 =3X4 =3X6(A1) 35' - 7 1'6" I 9' 6613 5'89 5'8'9 9' 1'6' 9' + 14'6"13 20'3'7 I 26' 35' 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): 0.182 F 999 240 B 1418 /417 /778 1- 1162 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.417 F 998 180 1 1418 /417 /778 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:'C HORZ(TL): 0.145 K - - B Min Big Width Req= 1.7 Mean Height:23.11 ft Code/Misc Criteria CreepFactor:1.5 1 Min Big Width Req= 1.7 NCBCLL:10.00 TCDL:4.0 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.976 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.302 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)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 B-C 1041 -2431 F-G 1115 -2456 Lumber C-D 950 -2202 G-H 949 -2202 D-E 1108 -2440 H-1 1041 -2432 Value Set:13B(Effective 6/1/2013) E-F 1114 -2455 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-N 2120 -805 L-K 1927 -664 N-M 1928 -637 K-1 2120 -833 Purlins M-L 2460 -874 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 42 -1.57 9.00 TC 41 9.00 26.00 D-M 662 -304 L-G 675 -312 TC 42 26.00 36.57 BC 91 0.15 34.85 4414" Apply purlins to any chords above or below fillers j� !! �ry at 24"OC unless shown otherwise above. V' Wind .•�•� ��••i Wind loads based on MWFRS.with additional C&C • member design. o. 64$ • r � s ATE s t� ,��i�''••:��OR\V #0 278 �tss�ONAL 11/14/2017 "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 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 brach installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face.oftrussand position as shown above and on the Joinf Details, unless noted otherwise. f�efer 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 a,nWCOWAW truss in conformance with ANSI/TPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineer responsibility solely for the design shown. The suitability and use of this 9rawing for any structure is the responsibility of the Tuilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.ai ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust .corn;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 434217B Ply: 1 SEAN:711435 /T14 HIPS Cust:R9353 JRef: 1W5X93530008 '1,58 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.42940 Truss Label: A9 JB / DF 11/14/2017 7' 14'2"5 20'117 28' 35' 7x8 =4X4 =7X6 =7X8 12 C D T2 E T3 F 6 T (a) W2 (a) W M B G v 1 4-3 A H 10(C8)8) 1114X4 =H0710 =5x14 =7x6 =7X10 1 =H0310(C8) -_H031 00(C8) 35' 1'6" 6'10"4 7'0"9 7'0"9 T2"5 6'10"4 1'6" 6'10"4 + 13'10"13 + 20'11"7 28'1"12 35' 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.421 E 988 240 B 3362 /1534 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.958 E 434 180 G 3362 /1534 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 1 - - Wind reactions based on MWFRS EXP:C HORZ L 0.220 1 B Min Bi Width Re 3.4 Des Ld:CL 37.00 Mean Height:22.61 ft � ) g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 G Min Big Width Req= 3.4 TCDL:4.0 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.970 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.989 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI: 0.987 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 HS,WAVE VIEW Ver:17.01.00E.0525.16 B-C 3131 -6845 E-F 4189 -9086 Lumber Purlins C-D 4159 -9027 F-G 3133 -6848 D-E 4188 -9084 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP SS Dense:T2,T3 2x6 SP SS to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Dense: Bot chord 2x6 SP SS Dense TC 26 -1.57 7.00 Chords Tens.Comp. Chords Tens. Comp.Webs 2x4 SP#3:W2,W6 2x4 SP#2: TC 27 7.00 28.00 B-L 6071 -2768 J-1 6043 -2765 :Lt Wedge 2x6 SP#2::Rt Wedge 2x6 SP#2: TC 26 28.00 36.57BC 48 0.15 34.85 L-K 6041 -2764 I-G 6073 -2769 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers K-J 9103 -4217 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Bracing Wind Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Wind loads and reactions based on MWFRS. member.Or 2x4#3 or better"T'reinforcement.80% L-C 709 -93 E-J 690 -885 length of web member.Attached with 16d Box or Gun C-K 3331 -1555 J-F 3381 -1582 (0.1 35"x3.5",min.)nails @ 6"oc. RglprtqK-D 702 -910 F-I 716 -96 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Oq� ••••• ' '�••• �/j TC:From 56 pIf at -1.63 to 56 plf at 7.00 1� •+'� ••••�� TC:From 28 plf at 7.00 to 28 pIf at 28.00 • TC:From 56 plf at 28.00 to 56 pIf at 36.63 �. • • BC:From 4 plf at -1.63 to 4 plf at 0.00 • 0. t?A d • BC:From 20 plf at 0.00 to 20 plf at 7.03 BC:From 10 plf at 7.03 to 10 plf at 27.97 BC:From 20 plf at 27.97 to 20 plf at 35.00 $ i BC:From 4 plf at 35.00 to 4 plf at 36.63 m + TC: 387 Ib Cone.Load at 7.03,27.97 =' *� ATE �0'� TC: 167 Ib Cone.Load at 9.06,11.06,23.94,25.94 o TC: 173 Ib Cone.Load at 13.06,15.06,17.06,17.94 �a4 +•. F9T+•+• �/p BC: 468 lb Cone.Load at 7.03,27.97 ,,� 3 19.94,21.94 �6y� n++•+��R`•••+�` r� BC: 126 Ib Conc.Load at 9.06,11.06,13.06,15.06 ��i��' •••was`•• 17.06,17.94,19.94,21.94,23.94,25.94 #0278 ��lw�Q -0101 11/14/2017 "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 sheathlnp and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bractn installed per BCSI sections 63,B7 or 10, as applicable. AppTgy Oates 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 BuildiphQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwa,�, truss In conformance with ANSI/TPI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionafi engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instor ;SBCA:www.sbcindus .com;ICC: w Jccsafexrg Orlando FL,32837 r Job Number. 434217B Ply: 2 SEQN:711427 !T20 HIPS Cust:R9353 JRef: 1W5X93530008 1,58 16TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1312.45063 Truss Label: B102 PLY JB / DF 11/14/2017 2 Complete Trusses Required 2' 5'0"9 7'9"11 11 13' 2' 3'0"9 2'9"1 13'2"5 1 2' 12 =3X4 6 ;6X612 1112X4 T2 D =6X12 TO A W2 F 'v T 43 J I H G 3X12(B3) 1114X6(**) =5X12 =4X8 1114X6(*') =3X12(B3) 13' 5'0"9 3'11 4'10"5 5'0"9 8'1"11 1 13' { 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): 0.195 1 782 240 A 5136 /1445 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.442 1 345 180 F 4217 /1209 /- /- /- /6.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.078 B - - A Min Brg Width Req= 2.6 NCBCLL:0.00 Mean Height:21.76 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 2.1 TCDL:4.0 psf Bearings A'&F are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.992 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.978 Re Factors Used:No Max Web CSI: 0.718 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCp!:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.o0E.0525.16 A-B 1332 -4668 D-E 2009 -7128 Lumber Purlins B-C 2028 -7197 E-F 1278 -4463 C-D 2028 -7197 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T2 2x4 SP SS Dense: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2,W6 2x4 SP#2: TC 27 0.00 2.00 Lumber value set"1369 TC 27 11.00 13.00"uses design values TC 25 2.00 11.00 A-J 4176 -1191 H-G 4108 -1173 approved 1/30/2013 by ALSC BC 106 0.15 12.85 J-1 4333 -1232 G-F 3969 -1137 Apply purlins to any chords above or below fillers I-H 7141 -2020 Nailnote at 24' OC unless shown otherwise above. Nail Schedule:0.128"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Wind Webs Tens.Comp. Webs Tens. Comp. Bot Chord:2 Rows @ 4.50"o.c.(Each Row) Wind loads and reactions based on MWFRS. Webs :1 Row @ 4"o.c. B-J 1048 -272 H-E 3182 -880 Use equal spacing between rows and stagger nails B-1 3004 -835 G-E 933 -241 in each row to avoid splitting. Special Loads r TC:Fromer 56 plf at 20.00 tote D6 pIf at 2.00 O`•',••• • �`•,••�'•jr TC:From 28 plf at 2.00 to 28 pIf at 11.00 �. • V TC:From 56 plf at 11.00 to 56 pIf at 13.00 • BC:From 10 pIf at 0.00 to 10 plf at 13.00 i �• aap TC: 16 Ib Conc.Load at 2.03,10.97 TC: 17 Ib Conc.Load at 4.06,6.06,6.94,8.94 BC:1415 Ib Conc.Load at 0.90,2.90,4.77,6.77 8.77,10.77 e i BC: 24 Ib Conc.Load at 2.03,10.97 =_ :• ATE BC: 28 Ib Conc.Load at 4.06,6.06,6.94,8.94 $.A o• F •• !C(��o Plating Notesi�3y�I��•'•••/ ORVO•••• � (")2 plate(s)require special positioning.Refer to �� `+••'sem•• �` "fir scaled plate plot details for special positioning #0 278 ' `J�/0NA ` requirements. ftitmagowl 11/14/2017 **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 dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. (tefer 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❑,,COWAW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibilit�yy solely for the design shown. The sui ability Suite 150 and use of this awing 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 insLor ;SBCA: www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 r Job Number: 434217B Ply: 1 SEAN:711437 /T13 HIPS Cust:R9353 JRef: 1W5X93530008 ,158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.46780 Truss Label: C11 JB / DF 11/14/2017 2' 8'6" 10'6" 2' 6'6" 2' 12 6 =5X6 =4X6 B C A D as F E 3X6(A1) 1113X4 =3X4 -4X4(A2) 10'6" 2T'12"12 6'0"12 2'3"8 2T'12"12 8'2"8 10'6" Loading Criteria(pso 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): 0.042 E 999 240 A 1157 /398 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.095 E 999 180 D 1157 /398 /- /- /- /5.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.014E Wind reactions based on MWFRS EXP.C HORZ 0.031 E A Min Br Width Req= 1.5 Des Ldg: 37.00 Mean Height:21.76 ft �L)� g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2,00 TCDL:4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.997 Bearings A&D are a rigid surface. BCDL:3.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.976 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.348 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) 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:17.01.00E.0525.16 A-13 835 -2371 C-D 816 -2296 Lumber B-C 785-2264 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 A-F 2088 -748 E-D 2019 -731 Lumber value set"1313"uses design values F-E 2213 -776 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at 0.00 to 56 plf at 2.00 B-F 906 -199 E-C 913 -201 TC:From 28 plf at 2.00 to 28 plf at 8.50 TC:From 56 plf at 8.50 to 56 plf at 10.50 BC:From 10 plf at 0.00 to 10 plf at 10.50 TC: 16 Ib Cone.Load at 2.03,8.47 iRN1 TC: 17 Ib Cone.Load at 4.06,5.25,6.44 BC: 265 Ib Cone.Load at 0.81,2.81,4.81,5.69 7.69,9.69 *� Lam' ■ • BC: 24 Ib Cone.Load at 2.03,8.47 �v .•••• •'•a 1 BC: 28 Ib Cone.Load at 4.06,5.25,6.44 4 ••�� $�•• Purlins3 •• •i • • In lieu of structural panels or rigid ceiling use purlins 6�4� ; Q. �7 � r to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ■ i�' • TC 27 0.00 2.00 i ATE TC 36 2.00 8.50 0 TC 27 8.50 10.50 �® •t,_ BC 87 0.15 10.35 G�� •• Q+••• ~�� at 24"OClunless srlins to hownchords otherw se above.ow fillers '4,� j� (A��R�O-.•� � Wind #0 278 Wind loads and reactions based on MWFRS. +eit>yypKitl7� 11/14/2017 "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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections 63,87 or 910, as applicable. AppTy plates 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 Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the , m,V, truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionarr engineeringq responsibility solely for the design shown. The suitability Suite 150 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.al ineitw.com;TPI:www.t instor;SBCA: www.sbcindust .com;ICC:wwwAccsafe.org Orlando FL,32837 t Jog Number: 434217B Ply: 1 SEAN:711419 /T25 HIPS Cust:R9353 JRef: 1W5X93530008 .15816TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1312.48530 Truss Label: D12 JB / DF 11/14/2017 2' 8'6" 10'6" 2' 6'6" 2' 12 6 =5X6 =4X6 B C A D as F E 4X4(A2) 1113X4 =3X4 =4X4(A2) 10'6" 2T'12"12 6'0"12 2'3"8 2'1"12 8'2"8 10'6" 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): 0.034 E 999 240 A 970 /351 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.075 E 999 180 D 860 /320 /- /- /- /6.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.027 E A Min Brg Width Req= 1.5 Mean Height:21.76 ft Code/Misc Criteria CreepFactor:1.5 D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings A&D are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.962 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.966 Re Factors Used:Yes Max Web CSI: 0.301 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.0011.0525.16 A-B 758-2070 C-D 703 -1863 Lumber Wind B-C 670-1825 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 A-F 1824 -681 E-D 1637 -631 Lumber value set"13B"uses design values F-E 1933 -705 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 789 -170 E-C 699 145 TC:From 56 plf at 0.00 to 56 plf at 2.00 TC:From 28 plf at -2.00 to 28 plf at 8.50 TC:From 56 plf at 8.50 to 56 plf at 10.50 BC:From 10 plf at 0.00 to 10 plf at 10.50 TC: 16 Ib Conc.Load at 2.03,8.47 �Rglpy! TC: 17 Ib Conc.Load at 4.06,5.25,6.44 alt/ BC: 265 Ib Conc.Load at 1.44,3.44,5.44 BC: 24 Ib Conc.Load at 2.03,8.47 `, ' BC: 28 Ib Conc.Load at 4.06,5.25,6.44 ••••• • ••e••e. • f/ BC: 193 Ib Conc.Load at 7.31 ••�� $�••+ BC: 117 Ib Conc.Load at 9.31 • •• • Purlins i 0. 648 In lieu of structural panels or rigid ceiling use purlins • • to laterally brace chords as follows: : C Chord Spacing(in oc) Start(ft) End(ft) : • TC 27 0.00 2.00 i TC 41 2.00 8.50 ; ATE ll •+*�Q�� BC 92 0.15 TC 27 8.50 10.50 G�� ®�� / �••1 Apply purlins to any chords above or below fillers ��L'i��+••'+OR`O•+A��A�` at 24"OC unless shown otherwise above. #0278 i 9'ONA`L �ilV ' +�mewduuu"� 11/14/2017 **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 pro erly attached rigid ceiling Locations shown for permanent 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 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,apy failure to build the ,,,,f11 COWA,. truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier 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: w .sbcindust .com;ICC:wjccsafexrg Orlando FL,32837 Job Number: 434217B Ply: 1 SEAN:711376 /T26 EJAC Cust:R9353 JRef: 1W5X93530008 458 16TH ST. DUVAL CTY Qty: 15 FROM:TPF DrwNo: 318.17.1312.50360 Truss Label: EJ13 JB / DF 11/14/2017 C 12 6 M 0 u2 M SO V B T A D 2X4(A1) I 7' �1 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):NA B 377 /122 /247 /- /189 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(rL):NA D 126 /0 /69 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D C 167 /138 /93 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.031 D Wind reactions based on MWFRS Mean Height:22.61 it Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf D Min Brg Width Re q Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.673 C Min BrWidth Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.492 g q—Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 -1.57 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tRHldlyg�� Wind �ytiAS F �4�Oa Wind loads ed on MWFRS with additional C&C member design. AA��;. • w��•♦f�I' y ©. 648 10, i, ATE + • #0 278 �ss,ONA`- `tea, namely 11/14/2017 **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 rigid ceiling Locations shown forpermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE �LPA N E drawings 160A-Z for standard plate positions. A Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the A,MLCO,,,M truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page_. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslonar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is fhe responsibility of the building Designer per ANSUTPI 1 Sec.2. For 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.sbdndus xom;ICC:w Jcrsafexrg Orlando FL,32837 Job Number. 4342178 Ply: 1 SEQN:711380 /T3 EJAC Cust:R9353 JRef: 1W5X93530008 458 16TH ST. DUVAL CTY Qty: 9 FROM:TPF DrwNo: 318.17.1312.52340 Truss Label: EJ14 JB / DF 11/14/2017 B 12 6 M O M A 4°15 =2X4(A1) C 610"8 610"8 Loading Criteria(pso 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 A 265 /65 /155 /- /157 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 127 /3 /73 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 C B 173 /144 /98 /- /- /1.5 Des Ld: 37.00 EXP:CeigHORZ(TL): 0.033 C - - Wind reactions based on MWFRS Mean Height:23.04 ft NCBCLL: 10.00 TCDL: ei ht: Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= - Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.715 C Min Brg Width Req= - p TPI Std: 2007 Max BC CSI: 0.498 B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 6.87 BC 75 0.13 6.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others .fV.000 • •�•••• Wind ��•°v0 as • • Wind loads based on MWFRS with additional C&C •• awo • member design. O. �Yv • r • 3� 4r4 P11 E •+y t�- v #0 278 OINA` tatrewwu►e+� 11/14/2017 "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 poor 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 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. 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 A„t ,U truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessiona_r engineering responsibility solely for the design shown. The suiCabillty Suite 150 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 instor ;SBCA:www.sbcindus .cam;ICC:w Jccsafexrg Orlando FL,32837 Job Number: 4342178y PI 1 SEAN:711368 /T4 EJAC Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 22 FROM:TPF DrwNo: 318.17.1312.55443 Truss Label: EJ15 JB / DF 11/14/2017 C 12 6 T B C) N A D 2X4(A1) 2' 2' 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):NA B 223 /90 /168 /- /72 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 28 /9 /16 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 17 /19 /22 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.36 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.263 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.053 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 B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 48 -1.57 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24"OC unless-shown otherwise above. �+ ��S F '►� Wind Wind loads based on MWFRS with additional C&C A�y member design. ••••• ' ve..o f� � s e IL O. 64 ATE ,:Q �og 11/14/2017 "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-therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri4id ceiling Locations shown for-permanent lateral restraint of webs shall have bracin installed per BCSI sections 53,B7 or 810, _ as applicable. Apply plates to each face otruss 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 BuildingqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwCOMP,,W truss in conformance with ANSI/TPI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 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:w .at ineitw.com;TPI:www.t insLor ;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number. 434217B Ply: 1 SEAN:711388 /T22 HIP_ Cusl:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 4 FROM:TPF DrWNo: 318.17.1312.58287 Truss Label: HJ16 JB / DF 11/14/2017 5'51 5'51 4'4"15 D 12 3 X 4 4.24 C _v m � in io v B 4'3Li 43 A G FE 2X4(A1) 1112X4 =4X4 5'3"5 4'0"14 5"13 �--2'1"7 T35 9'4"3 9'1 1 Loading Criteria(psD 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): 0.023 G 999 240 B 426 /247 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 G 999 180 E 342 /129 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - D 220 /143 /- /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.012 F Wind reactions based on MWFRS Mean Height:22.61 ft B Min Br Width Re 1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 9 q Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.977 E Min Brg Width Req= - Load Duration:1.25 p TPI Std: 2007 Max BC CSI: 0.832 D Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.307 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) 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:17.01.00E.0525.16 Chords Tens.Comp. Lumber B-C 356 -666 Value Set:13B(Effective 6/1/2013) 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 Lumber value set"1313"uses design values B-G 629 -312 G-F 617 -312 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins C-F 344 -681 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 74 -2.17 9.84 BC 116 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��++Btlfpryf�� Loading Hipjack supports 6-11-8 setback jacks with no webs. e+.•• ' •+••• ,/ice Wind .•••� ��•••.ei Wind loads and reactions based on MWFRS. : + o. 848 � • r • a a � + • ATE • Q '�,�.��••..�ORO••• `�A�. #0 27s% .`s70NAi- 11/14/2017 —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 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 sheathin and bottom chord shall have a properly attached ri4id ceiling Locations shown for ermanent lateral restraint of webs shall have braciriinstalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positrons. Alpine,a division of ITW BuildingComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,,r,rr�,,COWA,., truss in conformance with ANSI/PI 1,or for hand]i4 shlppinlq,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona engineerin responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the ouilding 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 insLor;SBCA: www.sbdndust .com;ICC:w Jccsafe.org Orlando FL,32837 Job Number. 434217B Ply: 1 SEQN:711386 /T8 HIP_ Cust:R9353 JRef:1W5X93530008 158 16TH ST. DUVAL CTY Qty: 8 FROM:TPF DrwNo: 318.17.1313.00870 Truss Label: HJ17 JB / DF 11/14/2017 12 C 4.24 � T T B co 0 N A =2X4(Al) I� 219''3 f 2r2rr3 ani n al 219113 r93 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 163 /110 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -9 /18 /12 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C -20 /35 /- /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.003 D Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:21.35 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.323 g q= " Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.084 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC 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 64 -2.23 2.77 BC 31 0.15 2.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��p►S FCS Loading Hipjack supports 1-11-8 setback jacks with no webs. �4 ;• Wind ��•e•• � •w* Wind loads and reactions based on MWFRS. � ♦ �' + ♦ s • ATE • cz #0 278 o.,sS/ANAL annwutn��D 11/ 017 —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 an 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 properyy attached ri id ceiling Locations shown for-permanent lateral restraint of webs shall have bracincl installed per BCSI sections 53,B7 or 910, as applicabgle. Apply plates to each face otruss and 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,aniy failure to build the AN9WCO,,,AM truss in conformance with ANSI 1,or for handlia shipping,installatidn and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. 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 phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLor;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Numl er: 4342178 Ply: 1 SEAN:711374 /T2 JACK Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 7 FROM:TPF Dnallo: 318.17.1313.02967 Truss Label: CJ18A JB / OF 11/14/2017 C 12 6 CV r O CV M T-3B A D 2X4(A1) 5'1"3 5'1"3 Loading Criteria(pso 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 ]oc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 310 /104 /210 /- 1144 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /- /48 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 116 /95 /63 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:22.13 ft HORZ(TL): 0.010 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 D Min Br Width Re Soffit: 2.00 BCDL:3.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.390 g q= - p C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.250 Bearing B is a rigid surface. Spacing:24.0" C8C 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)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 -1.57 5.10 BC 59 0.15 5.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �+RillDtfjp►/. Wind Wind loads based on MWFRS with additional C&C `` member design. ��V♦��••• ' °♦••♦♦♦/�� o. 648 • ATE �:Q #0 278/�/iyySs/ONAL 11/14/2O17 Uumjuttyo "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 o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilm Locations shown for ermanent lateral restraint of webs shall have bracinq Ins�alled per BCSI sections 133,87 or 910, as applicable. AppT4y pOates to each face.ofptruss and position as shown above and on the Joinf"Details, unless noted otherwise. Defer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildincctLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,J,rrW,C,,,,PAW truss in conformance with ANSI/TPI 1,or for handling.shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engmeen responsibilit�yv solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSIffPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:ww .al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC:w Jccsafe.org Orlando FL,32837 Job Number: 4342178 Ply: 1 SEAN:711382 /T24 JACK Cust:R9353 JRef: 1W5X93530008 ,15816TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1313.05020 Truss Label: CJ18B JB / DF 11/14/2017 B 12 6 N T C) Y_ N A 4"15 2M(A1) C 4'11"11 l io 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 193 /45 /113 /- /112 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 91 /2 /52 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C B 124 1103 /71 /- /- /1.5 Des Ld: 37.00 (T )� EXP.C HORZ L 0.013 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.57 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - TCDL:4.0 psf C Min B Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.420 rg q B Min B Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.257 g Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC 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 67 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. nHtlllf�gl�k Hangers/Ties (J)Hanger Support Required,by others ��rr•r r "�•L•��aAA.�r•//��1 Wind .�� SF•+�/ Wind loads based on MWFRS with additional C&C � • member design. . O. il'tV • T • V r kr • C� 40 278°*."11,PONAL E� '1"awefrwtuu+v`" 11/14/2017 —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 dtherwise,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 brach Installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face.of truss and position as shown above and on the Jolnt9Details, unless noted otherwise. 17efer 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 ANFMCOW M truss in conformance with ANSI/TPI 1,or for handlin,shipping,installation and bracing of trussesA seal on this drawing or cover paqe,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sufCablllty Suite 150 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.or ;SBCA:www.sbcindust .com;ICC:wwwjccsafe.org Orlando FL,32837 Job Number. 434217B Ply: 1 SEAN:711372 !T19 JACK Cust:R9353 JRef: 1W5X93530008 ,158 16TH ST. DUVAL CTY Qty: 7 FROM:TPF DrwNo: 318.17.1313.06500 Truss Label: CJ19A JB / DF 11/14/2017 C 12 T 6 N r O B 00 r N A D 2X4(A1) 311113 1'6" 311113 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 247 /91 /176 /- /97 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /1 /28 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 58 /49 /27 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.002 D Wind reactions based on MWFRS Mean Height:21.63 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.459 C Min Big Width Req TPI Std: 2007 Max BC CSI: 0.077 g q- . Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 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:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 byALSC 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 63 -1.57 3.10 BC 35 0.15 3.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �@tlffpJf�gl�N Wind Wind loads based on MWFRS with additional C&C �� ■■ ■ ■•� �� member design. •`•'` ,`A•� f�/ o. 648 ATE •: • sit re . a +� $_ #0 27s*''*"'ftNAt- r+maraf111104'" 11/14/2017 "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)fo'r safety practices poor 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 ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinhComponents Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the µ,iwCOMPAW truss in conformance with ANSI 1,or for handllncl,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essiona engineeringg responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the l3uilding 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.or;SBCA:www.sbcindus .com:ICC: www.icrsafe.org Orlando FL,32837 7 Job Number. 434217B Ply: 1 SEAN:711384 /T23 JACK Cust:R9353 JRef: IW5X93530008 1,58 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1313.08433 Truss Label: CJ19B JB ! OF 11/14/2017 12 B 6 [7- T N F_ O r A 4"15 2X4(A1) C i 2'11"11 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 117 /25 /68 /- /65 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 54 /1 /31 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C B 73 /60 /42 /- /- /1.5 Des Ld: 37.00 EXP'C HORZ(TL): 0.003 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.07 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - TCDL:4.0 psf C Min Brg Width Re q Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.149 B Min BrWidth Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.086 g q Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 byALSC 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 0.00 2.97 BC 34 0.13 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. RglpNftfj�y Hangers/Ties 000h S' (J)Hanger Support Required,by others �``�1+*?�'`� ■ .ff•�f/Ir�� Wind Wind loads based on MWFRS with additional C&C � > member design. ; o. 8 f 6t i i • • ��C .A o• � #0 278y'*411, OVAL nuu�+�"' 11/14/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handl!n 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 sheathin 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 applicable. Applgy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer 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 ,,,,RWCOMP,u„ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro)essionar engineenng responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is tphe responsibility of the 9uilding 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 .00m;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 434217B Ply: 1 SEAN:711370 /T1 JACK Cust:R9353 JRef: 1W5X93530008 158 16TH ST. DUVAL CTY Qty: 24 FROM:TPF DrwNo: 318.17.1313.14433 Truss Label: CJ20 JB ! DF 11/14/2017 12 C 6 B N 43 O 00 A D C� 2X4(A1) 111113 1'6 e�ie 1'1"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 Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 234 /107 /188 /- /52 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 8 /19 /20 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D C 42 /49 /43 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(fL):-0.001 D Wind reactions based on MWFRS Mean Height:21.13 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 P TCDL:4.0 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.457 D Min Br gWidth Re q= - BCDL:3.0 psf C Min Big Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.068 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:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"138"uses design values approved 1/30/2013 by ALSC 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 36 -1.57 1.10 BC 11 0.15 1.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. , Wind �' (1►S° �l r:�4�bi Wind loads ed on MWFRS with additional C&C member design. 4��g♦�`■ ■'.L��/•r��+ • ` f a. 848 ' w •d • ATE OR .♦ #0 27s'' sONAL ��VV� 4tNtDa 114 11/14/20]7 "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 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 bracing installed per BCSI sections B3,B7 or 910, as applicable. Applgy,plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQQComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,WaWCO,W,W,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineeringq responsibilitty�solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the 9uilding 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.or ;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 Phone:(800)755-6001 ALPINE p,ffN COSXaY alpinekw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number 434217A JobDescription: 158 16TH ST. DUVAL CTY Address: City,State,Zip: ATL BEACH,FL Name, Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO LICENSE NUMBER:53311 license#: LUIS PONTIGO LICENSE NUMBE State: Address., 495 OSCEOLA AVE JACKSONVILLE,FL 32250 City,State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.16 JRef A, 1 W 5X93530007 Wind Standard: NA Wind Speed(mph): N/A Roof Load(pso: None Floor Load(pso: 40.00-10,00-0.00- 5.00 This package contains a job notes page, 25 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 318.17.1305.04857 F1 2 318.17.1305.12510 F2 3 318.17.1305.54987 F3 4 318.17.1306.00850 F4 5 318.17.1306.18893 F5 6 318.17.1306.36273 F6 7 318.17.1306.47273 F7 8 318.17.1306.58197 F8 9 318.17.1307.02590 F9 10 318.17.1308.03077 F10 11 318.17.1307.43720 F11 12 318.17.1307.50697 F12 13 318.17.1308.40577 F13 14 318.17.1310.51023 F14 15 318.17.1310.56170 F15 16 318.17.1311.04427 F16 17 31-8.17.1311.21063 F17 18 318.17.1311.36283 F18 19 318.17.1308.57637 F19 20 318.17.1309.06210 F20 21 318.17.1309.12400 F21 22 318.17.1309-16337 F22 23 318.17.1309.24439 F23 24 318.17.1309.49213 F24 25 318.17.1310.17397 F25 Lou Pontigo & Associates, Inc. Consulting Structural Engineers la NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REJECTED - SEE REMARKS ❑ REVISE & RESUBMIT +�.+ ' "•••,;��/ PCV f0!'he'coifed 0;;r..ect;rng to!conformance •• • -`p;ressed in the # * 0. 648 + F:1 � i' In piiEC<tUl the QCCl1lQCy OI � • CC!1`.. �$rrl �.r Lhlb, ..i..idlr Olr ec is ,y,l 1.. • '* � � r a 1s. ,.e.'c his or � 7C CfC E?�, iC ,"C .t,tirl iJ ocesses, constructs=on i C:Cris Of methods. � ` cert=ro+nLTian of the work with other trades or construction safety s,rp:* ATE o',of which are the sole resoorsibi!fty Of the 4� � Ccr r';octc;. filc'�C;O;tractor is responsible to,d,nensions to be ..',' 4. �ORO.--�'C��•'' .:C'(?tf;l71eG ora c.orralaterd at#11^s'ste. Reviev.{of a specific Item ,tali not inciudo a'C-V1(_-V of ,r cni fe,ossembly of which the Itr::m is o Ctrpor,Eirlt. Rc•,,.-:•of resubmission ��'ril'rIPSf7t111{L11� wl:l Cover only This document has been electronically signed de!sigr:C tcE rnarges on the submittal and other changes clearly and seated usingaDigital Signature.Printed identified by the Contractor. copies without anariginalsignaturemust be verified using the original electronic version. +,- 11/14/20/7 By: "-; Date: ;;'- �, . y r — Florida Certificate of Product Approval#FL1999 - Printed 11/14/2017 1:4229 PM A [ Job Number: 434217A Ply: 1 SEAN:711364 /T34 SY42 Cusl:R9353 JRef: 1W5X93530007 15816TH ST. DUVAL CTY Qty: 5 FROM:TPF DrwNo: 318.17.1305.04857 Truss Label: F1 TCE / DF 11/14/2017 5" 9712 11'2"12Y4 20'8" 9712 T 2' r 9'3" �^2.6,E 1 2612 (TYP) 1'4"g I 1-2-6-12--}—26°12--{ I---I F—2'612—•.� W=3X4 =2X4 =3X3 1112X4 =3X3 =2X4 A B C D E F G H I J K T �e ip 1 X W V U T S R Q P 0 N M 1112X4 =4X6 1112X4 =3X3 =W=H0310 =4X6 =3X3 1112X4 =4X6 1112X4 20'8" 20'8" 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 IU /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.269 F 901 480 Y 1122 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.425 F 570 360 M 1126 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 N - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAeight:NA ft HORZ(TL): 0.069 B - - M Min Big Width Req= 1.5 Mean H NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Bearings Y&M are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBG 2014 RES Max TC CSI: 0.975 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.465 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.612 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -836 F-G 0 -3601 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.16 B-C 0 -2204 G-H 0 -3601 Lumber C-D 0-3128 H-1 0 -3117 D-E 0 -3601 1-1 0 -2185 Value Set:13B(Effective 6/1/2013) E-F 0 -3608 J-K 0 -809 Top chord 4x2 SP SS Dense:T2 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. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC X-W 1634 0 S-R 3608 0 W-V 2775 0 R-Q 3436 0 Plating Notes V-U 2775 0 Q-P 2761 0 All plates are 4X4 except as noted. U-T 3443 0 P-0 2761 0 T-S 3443 0 O-N 1611 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) RUWU#� TC 78 0.25 20.42 fk Y-A 0 -1048 R-H 584 -122 BC 120 0.21 20.42 r A5 � /ry� A-X 1280 0 H-Q 0 -506 Apply purlins to any chords above or below fillers �7yf■■ ■ .•+ X-B 0 -1267 Q-1 550 0 at 24"OC unless shown otherwise above. ••••', �'•+++ B-W 905 0 1-0 0 -889 Deflection 3 •V\ • W-C 0 -882 O-J 911 0 ♦ C-U 544 0 J-N 0 -1274 Max JT VERT DEFL:LL:0.27"DL:0.21".See detail ; U-D 0 -501 N-K 1285 0 DEFLCAMB1014 for camber recommendations. 0• 0`1 D-S 591 -140 K-M 0 -1054 • Additional Notes a S +2x6 continuous strongback.See detail se f E 33y� STRBRIBR1014 for bracing and bridging z.Q•: recommendations. G •♦• F ♦+ t�(/' Truss must be installed as shown with top chord up. ��+�� +• Z 0RVO ••` F % p.�f'�rAAf f.fGs V � / #0 2789iss�Q'Y1•y�• y� 11/14/2017 **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 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 rigqid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. 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,apy failure to build the , truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro esstona engmeenn responsibility solely for the desi n shown. The suit9abdtty and use of this drawing for any structure is tphe responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindust .com:ICC:wwwJ=afe.org Orlando FL,32837 Job Number: 434217A Ply: 1 SEAN:711322 /T36 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1305.12510 Truss Label: F2 TCE / OF 11/14/2017 �{11" 6'8"12 8'8"12 2"4 187- 68"12 8.2"6'8"12 T 2' I 9'3" 2'6" 1-4'-4'� 1-4--8 2,6„12_+ 2,6"12 �{ (TYP) A4 13 1113X3 =3X3 E =3X3 =3X4 H =2X4 T3=8 SO 1 U T S R Q P O N M L K 1112X4 =4X6 1112X4 =3X6 =3X3 1112X4 =4X6 1112X4 1113X3 187- 18-2" 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 too Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.230 E 924 480 U 984 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.383 E 555 360 K 989 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 L - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.045 L - - K Min Big Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria Cree Factor:1.5 Bearings U&K are a rigid surface. NCBCLL:10.00 TCDL:NA psf p Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.982 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.599 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0” C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.528 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -723 E-F 0 -2711 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0-1859 F-G 0 -2567 Lumber C-D 0-2468 G-H 0 -1850 D-E 0-2712 H-1 0 -698 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"1313"uses design values T-S 1412 0 P-0 2750 0 approved 1/30/2013 by ALSC S-R 2282 0 O-N 2305 0 R-Q 2704 0 N-M 2305 0 Plating Notes Q-P 2712 0 M-L 1389 0 All plates are 4X4 except as noted. Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins U-A 0 -918 O-G 403 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) A-T 1108 0 G-M 0 -701 TC 104 0.25 17.92g7!' T-B 0-1093 M-H 733 0 BC 120 0.21 17.92 � " i4 B-S 710 0 H-L 0 -1097 Apply purlins to any chords above or below fillers �•C S-C 0 -671 L-I 1109 0 at 24"OC unless shown otherwise above. !7+•+�`• •�•+• 0. C-R 570 0 I-K 0 -924 Deflection ♦ R-D 0 -783 Max JT VERT DEFL:LL:0.23"DL:0.18".See detail ai DEFLCAMB1014 for camber recommendations. ; Q. 648 • Additional Notes M • +2x6 continuous strongback.See detail • • STRBRIBR1014 for bracing and bridging recommendations. . . • � Truss must be installed as shown with top chord up. ��®R.+•+��OR�Q�++��? #0278//'�O�io\•/QNq,•� 1t� "�tuu�wtun+�°1 11/14/2017 '•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 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 mid ceilin Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3,B7 or 910, as applicable. 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 BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the awco,,,,,V,,. truss In conformance with ANSI ,�PI 1,or for handli4 shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineeringresponsibility solely for the design shown. The sui ability and use of this Qrawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor ;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 434217A Ply: 1 SEAN:711358 /T17 SY42 Cusl:R9353 JRef: 1W5X93530007 15816TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1305.54987 Truss Label: F3 TCE / DF 11/14/2017 11" 6'812 8,8"12 ,4 20,2„ f 6'8"12 I 2' I 11,3„ �—2'6" 2'6"12--{ (TYP) 1'4"4 1'4"8 2'6"1 z—}—2'6"1 z r1 r'a—{ 4X4 =2X4 =3X4 1114X4 =3X4 =4X4 =4X6 =2X4 A B C D E F G H I J T :F - co ly 1 39 X W V U T S R Q P 0 NM L 1112X4 =4X6 =3X4 1112X4 =3X6 1112X4 =4X4 =4X6 1112X4 =2X4 =W=3X6 1112X4 187"8 1'11"8—{ j- 20'2" 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 /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.162 E 999 480 Y 931 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.359 E 593 360 N 1863 /- !- /- /- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 0 - - Y Min Brg Width Req= 1.5 EXP:NA HORZ L 0.047 0 - - N Min Br Width Re 1.5 Des LCF 55.00 Mean Height:NA ft � )� g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 Bearings Y&N are a rigid surface. TCDL:NA psf Bldg C Soffit: 0.00 BCDL:NA psf ode: FBC 2014 RES Max TC CSI: 0.982 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.832 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.520 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -679 F-G 0 -2169 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0-1729 G-H 208 -1368 Lumber C-D 0-2262 H-1 647 -287 D-E 0-2448 I-J 607 0 Value Set:13B(Effective 6/1/2013) E-F 0-2444 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense:82 4x2 SP#2: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"136"uses design values approved 1/30/2013 by ALSC X-W 1323 0 R-Q 1871 -18 W-V 2110 0 Q-P 1871 -18 Plating Notes V-U 2443 0 P-0 854 -415 All plates are 3X3 except as noted. U-T 2448 0 O-N 0 -861 T-S 2403 0 N-M 0 -861 Purlins S-R 2403 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) �y ! Webs Tens.Comp. Webs Tens. Comp. TC 115 0.25 20.04 Y-A 0 -868 R-G 484 0 BC 120 0.21 20.04 Apply purlins to any chords above or below fillers .`� �"'i� A-X 1039 0 G-P 0 -810 at 24"OC unless shown otherwise above. ••••!••• �'••• X-B 0-1024 P-H 853 0 •VV\\ •• B-W 643 0 H-0 0 -1162 Additional Notes W-C 0 -606 0-1 1093 0 +2x6 continuous strongback.See detail ' i C-V 483 0 I-N 0 -1609 STRBRIBR1014 for bracing and bridging V-D 106 -646 I-M 626 0 recommendations. ; T-F 495 -155 M-J 0 -911 This truss spaced @ 24.0"oc supports additional i = F-R 0 -417 concentrated load at right end from 9.09'stud wall (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 : • overhang.Roof load:20.00 psf LL and 37.00 psf DL. ? % Truss must be installed as shown with top chord up. '.y®�.''••�L�R,Q;•'`��T #0 278A%t, QNp` 11/14/2017 —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 r! id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face or 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,s,,,wOD,�,,,",� truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 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.al ineitw.com;TPI:www.t inst.or ;SBCA:www.sbcindust .com;ICC:wwwJccsafe.orq Orlando FL,32837 Jqb Number. 434217A Ply: 1 SEAN:711299 /T18 SY42 Gust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 8 FROM:TPF DrwNo: 318.17.1306.00850 Truss Label: F4 TCE / OF 11/14/2017 0"12 10'1'A 11'9"1731 20'1"14 t' 10,1"4 + 18 r 8,1"2 �—2'6"—� (TYP) I I-2'61z—I--2'612—I--zr'a—{ I^2'8"10 2'61z—4{ =2X4 =3X3 =3X3 =3X8 =3X4 =2X4 A B C D E F G H I T 03 1 ZNZ�Szl X W V U T S R Q P O N M L K 1112X4 =4X6 1112X4 =3X3=W=H031 3X31112X4 1116X6 =3X3 1112X4 =4X6 1112X4 20'1"14 20,1"14 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): 0.311 E 761 480 X 1099 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.486 E 486 360 K 1093 /- !- /- /- /2.4 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - X Min Brg Width Req= 1.5 EXP:NA Height:NA ft � )� g q Des Ld: 55.00 Mean HORZ L 0.085 B K Min Br Width Re 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings X&K are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.997 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.913 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.597 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -789 E-F 0 -3407 Wind Duration:NA WAVE,HS VIEW Ver.17.01.00E.0525.16 B-C 0-2117 F-G 0 -3013 Lumber C-D 0-3008 G-H 0 -2139 D-E 0 -3404 H-1 0 -820 Value Set:13B(Effective 6/1!2013) Top chord 42 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"1313"uses design values W-V 1568 0 Q-P 3407 0 approved 1/30/2013 by ALSC V-U 2669 0 P-0 3402 0 U-T 2669 0 O-N 2687 0 Plating Notes T-S 3312 0 N-M 2687 0 All plates are 4X4 except as noted. S-R 3312 0 M-L 1595 0 R-Q 3413 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) TC 68 0.25 19.9171 A-X 0 -1030 F-0 0 -732 BC 120 0.25 19.96 �f Ciy A-W 1253 0 O-G 511 0 Apply purlins to any chords above or below fillers �•C �`"� W-13 0-1238 G-M 0 -846 at 24"OC unless shown otherwise above. ++• �•+ B-V 872 0 M-H 864 0 • Deflection V-C 0 -851 H-L 0 -1230 � • C-T 523 0 L-I 1245 0 Max JT VERT DEFL:LL:0.31"DL:0.24".See detail .+ s T-D 0 -483 I-K 0 -1021 DEFLCAMB1014 for camber recommendations. 648 R-E 308 -389 Additional Notes ; a +2x6 continuous strop back.See detail o + STRBRIBR1014 for bracing and bridging :• ATE recommendations. . • •[� e Truss must be installed as shown with top chord up. ylo,c/�.t'�'••F4 0R,O.•(•.•� v � #0 278No*% S� °b+tr0 lY+srdMjNn►utM 11/14/2017 **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)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 brach installed per BCSI sections B3,B7 or 1310, as applicabgle. Apply plates to each face.or truss 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 BuildinlComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the v, J truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover pafge,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonq engineering responsibility solely for the design shown. The suitability Suite 150 and use of this Jawing 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 instorg;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Jgb Number. 434217A Ply: 1 SEAN:711331 /T31 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1306.18893 Truss Label: F5 TCE / OF 11/14/2017 14'0"12 12'1"4 13'9"17r31 22'1"14 _I r 12'1"4 81 r 8'1"2 �- 1'11"4 2'6"12 2'6"12-{--2'6"12—'f'—2'1"4--{ f--2'8"10— -{ —2'6"12 2'6"--� (TYP) =W=3X4 =4X4 =2X4 =5X6 =4X4 =3X6 =3X8 =3X4 =4X4 =2X4 A B C D E F G H I J K T '=8 SO 1 + 3;8 _2B AA Z Y X W V U T S R Q P 0 N NIM 1112X4 1112X4 =4X6 =4X4 1112X4 =W=H0310 1112X4 1116X6 1112X4 =4X4 =4X6 1112X4 f—1'11"B 20'2"6 22'1"14 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): 0.225 F 999 480 Z 1965 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.455 F 521 360 M 1046 /- !- /- /- /2.4 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 C - - Z Min Brg Width Req= 1.5 EXP:NA HORZ L 0.069 C M Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 Bearings Z&M are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 p TPI Std: 2007 Max BC CSI: 0816 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.584 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-13 608 0 F-G 0 -3134 Wind Duration:NA WAVE,HS VIEW Ver.17.01.00E.0525.16 B-C 629 -328 G-H 0 -2815 Lumber C-D 153 -1626 H-1 0 -2815 D-E 0 -2597 I-J 0 -2023 Value Set:13B(Effective 6/1/2013) E-F 0 -3074 J-K 0 -780 Top chord 4x2 SP#2 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set 1313"uses design values approved 1/30/2013 by ALSC AA-Z 0 -863 T-S 3136 0 Z-Y 0 -863 S-R 3134 0 Plating Notes Y-X 1028 -378 R-Q 3131 0 All plates are 3X3 except as noted. X-W 2219 0 Q-P 2531 0 W-V 2219 0 P-0 2531 0 Purlins V-U 2936 0 O-N 1516 0 In lieu of structural panels or rigid ceiling use purlins U-T 2936 0 to laterally brace chords as follows: Chord 1 0.1221 rd Spaci8oc) (ft) 91ft) cc _ , ��pWebs Maximum Tens.Comp es P bis(IbsTens. Comp. BC 120 0.12 21.96 P ►►♦7 � : 4i at OClns to unless shownchords otherwi e above. fillers ��+77`• •• ' •S•_ f -AA 628 910 T-F 96 -553 Additional Notes y cA + B-Z 0 -1698 G-Q 42 -621 ♦ B-Y 1226 0 Q-1 447 0 +2x6 continuous strongback.See detail : �w e Y-C 0 -1297 1-0 0 -784 STRBRIBR1014 for bracing and bridging : 0• 6418 C-X 982 0 0-1 805 0 recommendations. X-D 0 -944 J-N 0 -1169 0 This truss spaced @ 24.0"oc supports additional C ; + D-V 609 0 N-K 1184 0 concentrated load at left end from 9.09'stud wall s ATE V-E 0 -563 K-M 0 -976 (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 +� + overhang.Roof load:20.00 psf LL and 37.00 psf DL. %� :+ +♦+t, Truss must be installed as shown with top chord up. '�' ♦+a•+Z 0R\00•+ #0 278 �muwu 11/14/2017 "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 ceilmq Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joln�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 µ, �M,M tr ss in conformance with ANSI/TPI 1,or for handling,shipping,installati n and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responslbili solely for the design shown. The suitability Suite 150 and use of this Jawing 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 instor ;SBCA:www.sbdndus .cam;ICC:www.icrsafe.org Odando FL,32837 Jqb Number: 434217A Ply: 1 SEQN:711334 /T6 SY42 Gust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 4 FROM:TPF DrwNo: 318.17.1306.36273 Truss Label: F6 TCE ! DF 11/14/2017 12'1"4 13'9"1? 20'4" i 12'1"4 1'S„8'f 6'6"4 2-6„—. 110"4—}—2'6"12--{—2'6"12 T 1'11"8 76"8 �2-8 (TYP) W=3X4 =2X4 =4X4 =3X4 =4X4 =3X6 1112X4 =3X6 A B C D E F G H I J K 3'8 Ni --- 3'8 Z Y MX W VU T S MR Q P O N M L 2X4 1112X4 1112X4 1112X4 1114X4 =3X4 1112X4 1112X4 =W=3X4 1'11"8 7'2"12 11'1"12 20'4" 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): 0.104 H 999 480 X 1462 !- /- !- /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.226 H 578 360 R 768 /- !- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 K - - L 663 - EXP:NA HORZ L 0 032 K X Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 TCDL: ei t: Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit: 0.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.995 L Min Brg Width Req i - BCDL:NA psf Bearings X&R are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.879 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.322 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) 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:17.01.00E.0525.16 Lumber A-B 605 0 G-H 0 -1102 B-C 645 -99 H-1 0 -1103 Value Set:13B(Effective 6/1/2013) D-E 92 -399 I-J 0 -1038 Top chord 4x2 SP#2 E-F 0 -713 J-K 0 -423 Bot chord 4x2 SP#2 F-G 0 -713 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y-X 0 -822 S-R 447 -97 All plates are 3X3 except as noted. X-W 0 -822 R-0 447 -97 W-V 196 -450 Q-P 1096 0 Purlins V-U 425 -137 P-0 1102 0 In lieu of structural panels or rigid ceiling use purlins U-T 425 -137 O-N 1174 0 to laterally brace chords as follows: T-S 425 -137 N-M 846 0 Chord Spaci93(in oc) Start(ft) 12(ft) 20 33) rMum � Maximum Web Forces Per Ply(Ibs) BC 120 0.12 20.08 { AS ry Webs Tens.Comp. Webs Tens. Comp. at p24"ly OClunless sns to hoown rotherwi a above abovew fillers .`�•7 ' `•��r/•�,Y./f'aYI A-Y 0 -909 E-Q 559 0 Hangers/Ties ••V!\''' `► °+ Y-B 596 0 Q-G 0 -694 ♦ B-X 0 -1233 J-M 0 -671 (J)Hanger Support Required,by others 0. 64 8 B-W 608 0 M-K 675 0 • s W-C 0 -664 K-L 0 -637 Additional Notes : E-R 0 -633 See detail STRBRIBR1014 for bracing and bridging recommendations. a e E�-�- • This truss spaced @ 24.0"oc supports additional a,'A �• G e♦ Q concentrated load at left end from 9.09'stud wall �G •+ F P ♦° (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 �4�j�•O• C QR,O••°• overhang.Roof load:20.00 psf LL and 37.00 psf DL. % +•n•••�■•••` Truss must be installed as shown with top chord up. #0 278 yii 0IVA v' 11/14/2017 "'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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 610, 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 16OA-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 ,J„twcw� truss in conformance with ANSI1TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona engineerrng responsibility solely forthe design shown. The suitability Suite 150 and use of this ��awing 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:ww .al ineitw.com;TPI:w .t inst.org;SBCA:www.sbcindus .com;ICC:wwwJccsafe.org Orlando FL,32837 Job Number: 434217A Ply: 1 SEAN:711339 /T12 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1306.47273 Truss Label: F7 TCE / OF 11/14/2017 12'1'4 139 17 18'8"8 1 r 12'1"4 1 1'8"8 1 4'10"12 1'10"4-+—2'6"12--1, 2'6"12—+--1'11"8-+—2'6"8 2'0"4—�}�2'6"—� (TYP) =2X4 =4X4 =3X4 =3X4 =3X6 =2X4 A B C D E F G H I I 3'8 9D �NA 1 3�8I ZN&SA - J X W V U T S R Q P O N M L K 2X4 1112X4 1112X4 1112X4 1114X4 1112X4 1112X4 1112X4 1,11"8— T2"12 9'6"4 18'8"8 1 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): 0.055 G 999 480 V 1427 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.122 G 917 360 Q 739 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.011 1 - - K 537 /- /- /- /- /2.5 EXP:NA HORZ L 0 023 I V Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 TCDL:Height: t: Code/Misc Criteria Creep Factor.1.5 Q Min Brg Width Req= 1.5 Soffit: 0.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.697 K Min Brg Width Req= 1.5 BCDL:NA psf Bearings V,Q,&K are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.621 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.254 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) 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:17.01.o0E.0525.16 Lumber A-B 605 0 F-G 0 -778 B-C 653 -83 G-H 0 -766 Value Set:13B(Effective 6/1/2013) E-F 0 -487 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values approved 1/30/2013 by ALSC W-V 0 -822 O-N 778 0 V-U 0 -822 N-M 781 0 Plating Notes U-T 165 -465 M-L 674 0 All plates are 3X3 except as noted. P-0 773 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: A-W 0 -908 E-P 463 0 Chord TC Spa 120(in oc) Ot 12(ft) 18.4(6) �+ 1�Jk� W-B 598 0 P-F 0 -549 BC 120 0.12 18.50 P��►�7 4j4� B-V 0 -1203 H-L 0 -515 at24 OCins to unless shownchords otherwi a abovebelow fillers •••••■ s . �/ B-U 564 0 I -I 534 0 <�/ U-C 0 -619 I-K 0 -498 •♦ Additional Notes E-Q 0 -618 � • See detail STRBRIBR1014 for bracing and bridging 4 : 0. a� recommendations. : 64 • This truss spaced @ 24.0"cc supports additional concentrated load at left end from 9.09'stud wall IS. e (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0s e• ATE overhang.Roof load:20.00 psf LL and 37.00 psf DL. z ■ •. Truss must be installed as shown with top chord up. S. '• � � •• M •• #0278 'Wss101 V A`- V 11/14/2017 "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 sheathinqq 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 applicable. AppTgy plates to each face otruss and 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 BuildinhgComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,,flwco,�„ truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of tfussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability Suite 150 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. insLor;SBCA:www.sbcindust .com:ICC:www.iccsafe.org Orlando FL,32837 Job Number. 434217A Ply: 1 SEQN:711341 /T7 SY42 Cusl:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1306.58197 Truss Label: F8 TCE / DF 11/14/2017 6'3"8 8' 16'8"8 6'3"8 1'8"8 8'8"8 2'6" (TYP) 3X4 1112X4 =2X4 1112X4 1112X4 =4X4 =2X4 A B C D E F G H I J 3.8 90 T S R Q P 0 N M L 1112X4 =4X4 =4X4 -3X4 14'2"12 2'5"12--i 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 ]cc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.099 D 999 480 T 718 /- /- /- !- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.166 D 999 360 M 1283 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 B - - L 64 /346 /- /- /- /2.5 EXP:NA HORZ L 0.035 B T Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 TCDL:NA psf L Min Br Width Re 1.5 Soffit: 0.00 BCDL:NA sf Bldg Code: FBC 2014 RES Max TC CSI: 0.973 g q= p TPI Std: 2007 Max BC CSI: 0.612 Bearings T,M,&L are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.406 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) 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:17.01.00E.0525.16 Lumber A-B 0 -482 E-F 0 -1418 B-C 0-1193 F-G 0 -979 Value Set:13B(Effective 6/1/2013) C-D 0-1424 H-1 570 0 Top chord 4x2 SP#2 D-E 0-1426 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 byALSC S-R 954 0 P-0 1289 0 Plating Notes R-Q 1398 0 O-N 659 0 All plates are 3X3 except as noted. Q-P 1426 0 N-M 0 -510 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: tTglAtft A-T 0 -669 O-G 510 0 Chord Spacing(in cc) Start(ft) End(ft) Air1y TC 120 0.25 16.46 F A-S 766 0 G-N 0 -852 BC 120 0.25 16.50 > ! �� S-B 0 -751 N-H 853 0 Apply purlins to any chords above or below fillers ••o•••• ' •S•• r B-R 379 0 H-M 0 870 at 24"OC unless shown otherwise above. tO ` ••• P-F 399 0 M-1 0 -526 ~ • `' • F-O 0 -492 I-L 476 0 Additional Notes �? � • See detail STRBRIBR1014 for bracing and bridging o. recommendations. 648_ Negative reaction(s)of-346#MAX.from a non-wind load case requires uplift connection.See Maximum • Reactions. „®; ATE Truss must be installed as shown with top chord up. . °• -/ ` or, ONAt E� 11/14/2017 "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 sa shipping,practices poor 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 properiy attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing 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,nWCDW,,W truss in conformance with ANSIITPI 1,or for handlin j shipping,installation and bracing of trussesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona. engineerin responsibility solely for the design shown. The sui ability Suite 150 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. inst.or :SBCA:www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32837 a r Job Number. 434217A Ply: 1 SEAN:711304 /T26 SY42Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 4 FROM:TPF DrwNo: 318.17.1307.02590 Truss Label: F9 TCE / OF 11/14/2017 6'3"8r 8' 14'2"8 i 6'3"8 "+' 1'8"8 + 6'2"8 11"12 10"12 (TYP) =4X4 =4X4 2X4 1112X4 1112X4 =2X4 A B C D E F G H T 3:.a [O L Q P 0 N M L K J 1112X4 =4X4 =4X4 1112X4 14'2"8 �- 14,2"8 I 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 /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.092 D 999 480 Q 771 /- /_ /_ /_ /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.161 D 999 360 J 767 /- /- /- /- /2.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 J - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.034 B - - J Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings Q&J are a rigid surface. NCBCLL:10.00 TCDL:NA psf g Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.592 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.398 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) 1:NA GCpi:NA Plate Type(s): A-B 0 -526 E-F 0 -1659 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0 -1319 F-G 0 -1328 Lumber C-D 0-1659 G-H 0 -543 D-E 0-1664 Value Set:13B(Effective 6/1/2013) 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 Lumber value set 1313"uses design values P-0 1040 0 M-L 1581 0 approved 1/30/2013 by ALSC O-N 1575 0 L-K 1053 0 N-M 1664 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-Q 0 -720 F-L 0 -403 to laterally brace chords as follows: A-P 836 0 L-G 436 0 Chord Spacing(in oc) Start(ft) End(ft) � �i?OlplP-B 0 -817 G-K 0 -810 TC 120 0.25 13.96 c r,n �,j� B-0 443 0 K-H 831 0 BC 120 0.25 14.00 O-C 0 -407 H-J 0 -715 Apply OCunless sown tns to hrotherwi a abovchords above or e. fillers ��•_..•' ' •� -•s•�� M-F 376 66 at Additional Notes o. +2x6 continuous strongback.See detail ; 648 � STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. ATE . �c #0 278 `�urne�wn�� 11/14/2017 "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 safPety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attachetl ri id ceilin Locations shown for_permanent lateral restraint of webs shall have bracm Installed per BCSI sections B3,B7 or B10, _ as applicable. Applgy plates to each face otruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ANnw o,,•,U,,. truss in conformance with ANSI/ PI 1,or for handlinn,shlppinq,Installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawingc1 indicates acceptance of pro essiona engineerin 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 150 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.sbclndus .com;ICC:www.icesafe.org Orlando FL,32837 Job Number. 434217A Ply: 1 SEAN:711306 1 T23 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1308.03077 Truss Label: F10 TCE / DF 11/14/2017 6'3"8 8' 14'5" 6'3"8 T 1'8' 65" J 2,6„ " � 1� 1-`� =1 �-2'8"8 (TYP) =5X5 =4X6 =3X3 =3X3 =4X6 =5X5 A B C D E F G H T :F8 90 1 Q P O N M L K =5X8 =4X4 =3X3 =3X3 =4X4 =5X8 14'5" 14'5" 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): 0.185 E 900 480 Q 1570 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.290 E 576 360 J 1549 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 K - - Q Min Brg Width Req= 1.5 EXP:NA HORZ 0.048 K J Min Br Width Re 1.5 Mean Height:NA ft Des Ld: 55.00 e �L)� g q NCBCLL:10.00 TCDL: psf Code/Misc Criteria Creep Factor.1.5 Bearings Q&J are a rigid surface. Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.988 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.437 d Forces Per Ply(lbs) Top Chord Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.936 Chords Maximum ToToTens.Comp.hor Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-13 0-1180 E-F 0 -3826 Wind Duration:NA WAVE VIEW Ver.17.01.00E.0525.16 B-C 0-2996 F-G 0 -3098 C-D 0-3824 G-H 0 -1350 Lumber Additional Notes D-E 0-3838 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging To chord 4x2 SP SS Dense recommendations. P Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense Maximum panel length exceeds 30".TPI allows Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 non-bearing partition walls to be supported at any Lumber value set"136"uses design values point when panels are 30"or less. P-0 2367 0 M-L 3667 0 approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. O-N 3613 0 L-K 2512 0 N-M 3838 0 Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(Ibs) TC:From 50 plf at 0.13 to 50 plf at 14.29 Webs Tens.Comp. Webs Tens. Comp. BC:From 5 plf at 0.00 to 5 plf at 14.42 TC: 390 Ib Conc.Load at 2.15,4.15,6.15,8.15 A-Q 0-1475 F-L 0 -902 10.15,12.15 A-P 1875 0 L-G 932 0 tlNiUy��l. P-B 0 -1884 G-K 0 -1845 Plating Notes S c , B-0 1000 0 K-H 1965 0 All plates are 2X4 except as noted. ��77 ! /� 0-C 0 -979 H-J 0 -1456 •••e• ' ••••• C-N 413 0 Purlins ri �+'� S�••o In lieu of structural panels or rigid ceiling use purlins ? • to laterally brace chords as follows: p Chord Spacing(in oc) Start(ft) End(ft) : 0. V • TC 85 0.25 14.17 ; BC 120 0.25 14.17 Apply purlins to any chords above or below fillers $ • at 24' OC unless shown otherwise above. _ ®• ATE o$ %�pR�.•o•L OR�po••�� 40278 /ONAI-�'O ��++ta1111saw11+U�' 11/14/2017 "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 ceiling Locations shown for_permanent lateral restraint of webs shall have bracingq Installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oruss and position as shown above and on the JoinCDetails, unless noted otherwise. f7efer 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 v, roW,W tr ss in conformance with ANSI 1,or for handling,shippinq,installation and bracing of trussesA seal on this drawing or cover page,_ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is thhe 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 instor:SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 • Job Number. 434217A Ply: 1 SEQN:711264 /T19 SY42 Cusl:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 6 FROM:TPF DrwNo: 318.17.1307.43720 Truss Label: F11 TCE / DF 11/14/2017 1'10"8 r 1'1"8 2'6"12 2'6"12 2'6" (TYP) 2X4 1113X3 =3X3 =3X4 =3X3 =3X4 A B C D E F T8 F8 y �L 1-/\/ N M L K J I H G =2X4 1113X3=3X3 =3X3 1112X4 3X3 =3X3 1112X4 1112X4 1'11"8 9'3"8 11'3" 1 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 Pt.NA Ce:NA VERT(LL): 0.027 N 959 480 L 1462 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.075 N 339 360 G 390 /30 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.005 A - - L Min Brg Width Req= 1.5 Ld: EXP:NA HORZ L:-0.019 A G Min Br Width Re Des CL 55.00 Mean Height:NA ft � ) Bearing L is a rigid surface NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 9 9� Soffit: 0.00 TCDL:NA psf Load Bldg Code: FBC 2014 RES Max TC CSI: 0.479 TPI Std: 2007 Max BC CSI: 0.326 Members not listed have forces less than 375# Spacinng:g:2 24.00" C&C Dist a:NA ft 1.00 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 600 0 C-D 555 -193 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 915 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 M-L 0 -853 I-H 399 -116 Webs 4x2 SP#3 L-K 75 -739 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-M 0 -902 L-C 0 -706 to laterally brace chords as follows: M-B 673 0 C-K 497 0 Chord Spacing(in oc) Start(ft) End(ft) B-L 0 -804 K-D 0 -506 TC 120 0.12 11.25 BC 120 0.12 11.00 Apply purlins to any chords above or below fillers 11M at 24' OC unless shown otherwise above. ;�/4/�4 Hangers/Ties ��`, •�+� ■"■••• fd� (J)Hanger Support Required,by others •••�� 5�;+••�Y 3 + + Additional Notes • • See detail STRBRIBR1014 for bracing and bridging Q 0. 648 recommendations. $ This truss spaced @ 24.0"oc supports additional concentrated load at left end from 9.09'stud wall : • (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 ATE • overhang.Roof load:20.00 psf LL and 37.00 psf DL. 'g :+ ++ Truss must be installed as shown with top chord up. +G��ry� OR`OQ`••',*� F:� % #0 278 '`�sy`s��0NA1.�C�10 11/14/2017��"'m"W "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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 610, as appllcabgle. Apply plates to each face of truss and position as shown above and on the Joint9Details, 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,anly failure to build the mnw�,,,,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is p e 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 instor ;SBCA:www.sbcindust .cam;ICC:www.icrsafe.org Orlando FL,32837 Job Number. 434217A Ply: 1 SEAN:711268 /T22 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DnwNo: 318.17.1307.50697 Truss Label: F12 TCE / DF 11/14/2017 6"1 9'3" 83"12 8'8"4 t11 { 8712 - { 1'4" CrvP) 3X3 A B I Ty is T R J P =3X3 9'3" 9'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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 G 999 480 R 16 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 G 999 360 J' 111 /_ /_ /_ /_ /106 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - R Min Big Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 I - - J Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings R&R are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.081 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 byALSC 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) 14N"Wilbf. TC 108 0.25 9.25 BC 105 0.25 9.00 (`,•�� 1 /��/ Apply OCownabove. lunless shown otherwise aiew fillers atchords above AO�kv _ • ■ ■S ••Y•/�� Additional Notes � •V!\'� • • Truss must be installed as shown with top chord up. ; rfl. 8 • • • • a s ,® ATE .,•� �i •4w�■••C V 40278 ss/v NAIL F� �+iyt►ewcuu� 11/14/2017 "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 ceilin Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as appllcab�e. Appy plates to each face otruss and 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,,N,y�,A,FN,. truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover paqa.. 2400 Lake Orange Dr. listing this drawincl indicates acceptance of proTessrona. engineenng responsibility solely for the design shown. The su!Fabtltty and use of this drawing for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Odando FL,32837 Job Number: 434217A Ply: 1 SEQN:711366 /T4 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1308.40577 Truss Label: F13 TCE / DF 11/14/2017 9"12 (NP) A G T T 90 6'11"8 r 6'11"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 999 480 O 40 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 E 999 360 1* 109 !- /- /- 1- /78.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 B - - O Min Brg Width Req= 1.5 EXP:NA HORZ L 0 003 B - I Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 Bearings 0&O are a rigid surface. TCDL:NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.080 Soffit: 0.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 42 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Purlins Ifttlt�ylp1�4 In lieu of structural panels or rigid ceiling use purlins .t to laterally brace chords as follows: f Chord Spacing(in oc) Start(ft) End(ft) �� •• • ■•.•• TC 80 0.00 6.71 •♦♦, S +■s BC 77 0.25 6.71 • Apply purlins to any chords above or below fillers • at 24' OC unless shown otherwise above. O' • 648 ■ r Additional Notes — Truss must be installed as shown with top chord up. • a- ,®A• ATE ORP'•♦ Ap`3� #0 278 11/14 017 —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 sheathin 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 910, as applicable. Applgy plates to each face.otruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alppine,a division of ITW Buildin Components Group Inc,shall not be responsible for any deviation from this drawing,any failure to build the µrr�.rCOWA,. trnlss in conformance with ANSI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover pa e,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of ro)essionaQ engineering responsibility solely for the design shown. The suit9abllity Suite 150 and use of this awing 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:www.al ineitw.com;TPI: www.t instorg;SBCA:www.sbdndus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number. 434217A Ply: 1 SEAN:711259 /T29 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1310.51023 Truss Label: F14 TCE / DF 11/14/2017 3"16 6'1"12 7'10"4 4 14'11"8 J H'r 5'9°6T 1 8 8 r 6'10"4 2,6„_� '� 1 3� 2'6"12 (TYP) =6X6 =5X8 =4X4 1116X6 =4X6 =5X6 =6X6 AB C D E F G H I T -Y-8 W1 00 %W4 T S R Q P O N M L K 1113X4 =6X8 =4X6 1113X4 =3X8 =4X6 =6X8 1113X4 14'11"8 14'11"8 i 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): 0.281 F 610 480 T 2280 /- /- /- /- /5.6 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.439 F 390 360 K 2241 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 L - - T /1109 EXP:NA HORZ L 0.065 L T Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 TCDL:NA psf Bearings T&K are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.991 g g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.722 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.678 Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Tap Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0-1582 F-G 0 -4970 Lumber C-D 0-3958 G-H 0 -3846 D-E 0-4963 H-1 0 -1513 Value Set:13B(Effective 6/1/2013) E-F 0-4986 Top chord 42 SP M-31 Bot chord 42 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3:W4,W19 42 SP#2: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"136"uses design values approved 1/30/2013 by ALSC R-Q 3181 0 O-N 4681 0 Q-P 4740 0 N-M 4681 0 Special Loads P-0 4986 0 M-L 3037 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 50 plf at 0.13 to 50 pIf at 14.83 Maximum Web Forces Per Ply(Ibs) BC:From 5 pIf at 0.00 to 5 pIf at 14.96 Webs Tens.Comp. Webs Tens. Comp. TC: 383 Ib Conc.Load at 1.50,2.60 TC: 491 Ib Conc.Load at 4.00,6.00,8.00,10.00 S-B 0-2435 O-G 418 0 12.00,14.00 fRglptf B-R 2355 0 G-M 0 -1287 t R-C 0-2539 M-H 1284 0 Plating Notes OS f ►�,��4 C-Q 1234 0 H-L 0 -2420 All plates are 2X4 except as noted. AO� ♦♦..• • ••• 'a7��I Q-D 0-1242 L-I 2403 0 Purlins i► •��` ►♦�♦'Y D-P 667 0 I-K 0 -2108 ♦ P-E 0 -558 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 71 0.25 14.71 BC 120 0.25 14.71 • Apply purlins to any chords above or below fillers ° ATE + at 24"OC unless shown otherwise above. " s®:♦ �•`g Additional Notes QR`O°•�■\�/ +2x6 continuous strop back.See detail �i '''■....•••'• �� STRBRIBR1014 for bracing and bridging *i� iry A' recommendations. #0278 1A0%�s"4/0tt1YA�.� �D Truss must be installed as shown with top chord up. 11/14/2017 +� "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 sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin ins�ailed per BCSI 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. Refer 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 ,v❑r�,,me,,,M truss in conformance with ANSI 1,or for handliashlppinq,installation and bracing of trussesA seal on this drawing or cover page._ 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineerin responsibility solely for the desi n shown. The sui ability Suite 150 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 mob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindus .com;ICC:wwwA=afe.org Orlando FL,32837 Job Number: 434217A Ply: 1 SEAN:711295 /T21 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 8 FROM:TPF DrwNo: 318.17.1310.56170 Truss Label: F15 TCE / OF 11/14/2017 7"!0"6 5'10"14 7'76 II-31' 14'8"10 r 5'10"14 1'8"8 I 6'10"4 �'— —'� "I 1'3"82 6 12—. 2'6" (TYP) =4X4 =3X3 1113X3 1116X6 =3X4 =3X3 =4X4 A B C D E F G H 88 m R = Q4 =3X3 1113X0 4X3 =3X8 M =3X3 =4X4 14'8"10 j- 14'8"10 - 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): 0.124 E 999 480 R 794 /- /- /- /- 12.4 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.221 E 773 360 J 800 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 K - - R Min Brg Width Req= 1.5 EXP:NA HORZ L 0.033 B J Min Br Width Re 1.5 Des Ld:CL 55.00 Mean Height:NA ft � ) g q g Code/Misc Criteria Creep Factor:1.5 Bearings R&J are a rigid surface. NCBCLL:10.00 P TCDL:NA psf BldgCode: FBC 2014 RES Max TC CSI: 1.000 Soffit: 0.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.834 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.415 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -572 E-F 0 -1780 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0-1398 F-G 0 -1388 Lumber C-D 0-1777 G-H 0 -549 D-E 0-1784 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 42 SP#3 Lumber value set"13B"uses design values Q-P 1102 0 N-M 1686 0 approved 1/30/2013 by ALSC P-0 1689 0 M-L 1686 0 0-N 1784 0 L-K 1086 0 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins R-A 0 -742 F-L 0 -460 to laterally brace chords as follows: A-Q 867 0 L-G 479 0 Chord Spacing(in oc) Start(ft) End(ft) Q-B 0 -842 G-K 0 -853 TC 89 0.25 14.47 lttUl atatk B-P 470 0 K-H 873 0 BC 120 0.20 14.47 `��5 P-C 0 -462 H-J 0 -748 Apply purlins to any chords above or below fillers �` • '�C ?y C-0 507 -55 at 24' OC unless shown otherwise above. V♦•,.s °��•• �Y • :V`' • Additional Notes .� • +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Q, 648 ; recommendations. 3i Truss must be installed as shown with top chord up. i 0 s :, ATE % ti*�N��G�a #0 278 ��yysS'ZONAL G' `"°'��ur�rrweuatigta 11/14/2017 -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 pro�erly attached r! id ceilin Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 10, as applicable. AppTgy 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 Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,�,,, CCMPAW truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro)essionar engineering responsibility solely for the desi n shown. The suiCability Suite 150 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.sbcindus .cam;ICC:www.icesafe.org Orlando FL,32837 Job Number: 434217A Ply: 1 SEAN:711324 /T33 SY42 Cust:R9353 JRef:1W5X93530007 158 16TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1311.04427 Truss Label: F16 TCE / DF 11/14/2017 7' 0"6 5'10"14 77"6 131 16'8"10 t- 5'10"14 8 1f 8'10"4 {r—2'6" -{ T-2 1'3"8 1 3�-} 2'6"12—{—2'6"12---j—1'11"4—{ (TYP) =2 A4 B 1112X4 1116X6 =4X4 G =4X6 =2X4 T 3�'B 00 1 + 3�8 1112X4 =4X4 S R =3XX8 1112X4 0 =4X4 1112X4 L —2X4 1112X4 14'9"2 - 1'11"8—{ 16'8"10 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 /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.081 D 999 480 U 728 /- /- /- /- /2.6 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.189 R 907 360 M 1692 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - U Min Brg Width Req= 1.5 EXP:NA HORZ L 0.046 B M Min Br Width Re 1.5 NCBCLL:10.00 P Des Ld: 55.00 Mean Height:NA ft � )� g q g Code/Misc Criteria Creep Factor:1.5 Bearings U&M are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.965 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.716 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.419 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) 1:NA GCpi:NA Plate Type(s): A-B 0 -505 E-F 0 -1482 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 B-C 0-1229 F-G 290 928 Lumber C-D 0-1485 G-H 675 -215 D-E 0-1489 H-1 609 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"1313"uses design values T-S 985 0 P-0 1277 -139 approved 1/30/2013 by ALSC S-R 1451 0 0-N 566 -466 R-Q 1489 0 N-M 0 -865 Plating Notes Q-P 1277 -139 M-L 0 -865 All plates are 3X3 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins U-A 0 -679 O-G 617 0 to laterally brace chords as follows: Ll-T 781 0 G-N 0 950 Chord Spacing(in oc) Start(ft) End(ft) t lOtltl/ T-B 1 -761 N-H 888 0 TC 120 0.25 16.59 �i/y BC 120 0.22 16.59 �a A �: j� B-S 389 0 H-M 0 -1462 Apply purlins to any chords above or below fillers ,` \j• • Q-F 608 0 H-L632 0 at 24"OC unless shown otherwise above. �� er+'• •e••e f/ F-0 0 -573 L-1 0 -914 Additional Notes o, S�•aa. +2x6 continuous strongback.See detail •� i STRBRIBR1014 for bracing and bridging Q, 648 ' • recommendations. z • This truss spaced @ 24.0"oc supports additional concentrated load at right end from 9.09'stud wall s i (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 ; s± ATE ,+ overhang.Roof load:20.00 psf LL and 37.00 psf DL. g % t� Truss must be installed as shown with top chord up. �'y��'•��L OR #0 278%No NAL 11/14/2017 **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)fo'r sa ety 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 r! id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3,B7 or 610, as appllcab)e. Appy 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 BuildinhgComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,N11W,MP„r„� truss in conformance with ANSI PI 1,or for handlin,shipping,installatidn and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 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:www.i=afe.org Job Number. 434217A Ply: 1 SEAN:711353 /T30 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 5 FROM:TPF DrwNo: 318.17.1311.21063 Truss Label: F17 TCE J DF 11/14/2017 1'7"15 4'11"11 878 1.1'6" 52,6"81 4'6"8 ✓ 6'9"8 6i1i1"111--- 11" 3°13 f 1 6 1r 2' 1`� 1'9"13 �1'3 �i 014X6 1114x6 =2X4 1114X6 1112X6 =6X6 =2X4 A B C D E T ye in T ya M L K J H G 1112X6 1114X6 1112X6 =5X5 1114X6 1112X6 1112X6 6'4" 1'11"8—{ 8'3"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): 0.045 E 543 480 M 164 /150 /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.113 E 217 360 1 1371 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 E - - M Min Brg Width Req= 1.5 EXP:NA Des U. 55.00 Mean TCDL:NA psf Height:NA ft HORZ� ) g q L: 0.061 E I Min Br Width Re 1.5 He NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings M&I are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.234 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.207 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.114 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 491 -94 D-E 683 0 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 C-D 502 -91 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:132(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP SS Dense Bot chord 42 SP SS Dense L-K 93 -478 J-1 0 -971 Webs 4x2 SP SS Dense K-J 94 -491 I-H 0 -971 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 4X6(R)except as noted. L-B 534 -31 D-1 0 -1328 C-J 0 -432 D-H 662 0 Purlins J-D 961 0 H-E 0 -988 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) nq�pq� TC 95 0.25 8.17 BC 95 0.25 8.17 Apply purlins to any chords above or below fillers ��V ■■ . e•• '`YIJ�a' at 24"OC unless shown otherwise above. ••s� c�woo v • Additional Notes • This truss spaced @ 24.0"oc supports additional J. O. concentrated load at right end from 9.09'stud wall aw8 $ ; V'•tt ■ (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 a overhang.Roof load:20.00 psf LL and 37.00 psf DL. Truss must be installed as shown with top chord up. O R� P Nl�r P 40278 % � f Jqb Number: 434217A Ply: 1 SEAN:711244 /T11 SY42 Cusl:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1311.36283 Truss Label: F18 TCE / DF 11/1412017 a"2 q^2 8'6"4 1IJ2 13{ 8'1"12 { 1'4" (TYP) A B3 I T ie 1 R J P =3X3 8'11" 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 G 999 480 R 4 /4 /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(fL): 0.000 G 999 360 J' 113 /- /- /- /- /102 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - R Min Brg Width Req= 1.5 EXP:NA HORZ L 0.000 1 - - J Min Brg Width Re Des 55.00 Mean Height:NA ft � ) q NCBCLL: 10.00 g Code/Misc Criteria Creep Factor:1.5 Bearings R&Q are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.083 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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 Spa orSpa 104(in oc) Ot rt( ft) ES 9(2) ��++ttfillfNf k BC 101 0.25 8.67 Apply OCownabove. lunless shown otherwise a below eW fillers �•7 _ ■ ■ achords •��Y•Jfs' Additional Notes Truss must be installed as shown with top chord up. 46 O. 8 • ■ ATE #0 278 11/14/2017 "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 ceiIin Locations shown for ermanent lateral restraint of webs shall have bracin Ins ailed per BCSI sections B3,67 or 910, as appllcab�e. 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 Building Components Group Inc. ,,,,,. ,shall not be responsible for any deviation from this drawing,any failure to build the ANMGD� truss in conformance with ANSI/TPI 1,or for handlin j shlppinlq,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engmeenn responsibility solely for the desi n 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 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLor ;SBCA:www.sbcindus .com;ICC:ww Jccsafe.org Orlando FL,32837 Jpb Number. 434217A Ply: 1 SEAN:711240 /T10 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 6 FROM:TPF DrwNo: 318.17.1308.57637 Truss Label: F19 TCE / DF 11/14/2017 4'1"8 4'9" 8'11" r 4'1"8 1,8 '+ 8„'t' 4,1,8 1 '{- 2'6" -{—1'312—I -1'3"12—{ (TYP) 3X3 =2X4 =3X3 1112X4 1112X4 =3X3 =3X4 A B C D E F 3'8 L K J I H G 1112X4 =3X3 =3X3 =3X3 =3X3 1112X4 8'11" 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): 0.024 C 999 480 L 478 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.038 C 999 360 G 491 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 H - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP'NA HORZ(TL): 0.006 B G Min Brg Width Req= - NCBCLL:10.00 P Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.408 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.206 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: 0.217 Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -622 D-E 0 -622 Wind Duration:NA WAVE VIEW Ver:17.01.o0E.0525.16 C-D 0 -624 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set: 2 (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 K-J 557 0 I-H 556 0 Webs 4x2 SP#3 J-1 624 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-L 0 -443 E-H 0 -432 to laterally brace chords as follows: A-K 455 0 H-F 455 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0 -431 F-G 0 -470 TC 104 0.25 8.92 BC 101 0.25 8.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others �fl�,•;``� • eel`s�f'y vim►• • Additional Notes • Truss must be installed as shown with top chord up. O. 648 1 � V a y L* : r • 7� ATEs • (�C #0 278 NAL "Wo "Wo 11/14/2017 "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 forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Appy Oates 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 µtrwcp,,,,AW truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover patge.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 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. inst.or;SBCA:www.sbdndus .com;ICC:VAVWJCCSafe.org Orlando FL,32837 w Job Number. 434217A Ply: 1 SEAN:711255 /T5 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 3 FROM:TPF DrwNo: 318.17.1309.06210 Truss Label: F20 TCE / DF 11/14/2017 2'1"8 6'1"8 10'11" r 21,8 4' "{ $ 4,1„8 1 �- 1'9" 2'6" 1'3"12 1'3"12—� (TYP) =2X4 =4X6 1112X4 1112X4 =3X4 A B C D E F G 3"8 38 y _ O N ML K J I H 2X4 1112X4 1112X4 1112X4 8'11"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): 0.028 0 847 480 M 1429 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.077 O 309 360 H 383 /25 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.009 A - - M Min Brg Width Req= 1.5 EXP:NA HORZ L:-0.027 A H Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 Bearing M is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.599 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.379 Spacing:24.0" C&C Dist a:NA it Rep Factors Used:Yes Max Web CSI: 0.262 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 598 0 B-C 660 -107 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 N-M 0 -839 L-K 203 -468 Bot chord 4x2 SP#2 M-L 0 -839 J-1 381 -113 Webs 4x2 SP#3 Lumber value set"l 3B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-N 0 -898 B-L 579 0 All plates are 3X3 except as noted. N-B 642 0 L-C 0 -612 B-M 0-1274 C-K 472 0 Purlins In lieu of structural panels or rigid ceiling use puri!ns to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IttNl�ipl� TC 120 0.12 10.92 BC 120 0.12 10.67 Apply purlins to any chords above or below fillers A��•�*,,a • •r,•�. at 24"OC unless shown otherwise above. i+ ••�, S�•s'Y Hangers/Ties (J)Hanger Support Required,by others ; o. 64 s Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. �1TE ay This truss spaced @ 24.0"oc supports additional concentrated load at left end from 9.09'stud wall 0��•' (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 $y ICS '�••• 0R , � ,•'r�\�� overhang.Roof load:20.00 psf LL and 37.00 psf DL. ��i ""'* v Truss must be installed as shown with top chord up. #0 278 ��iyAV,ONA,,. 11/14/2017 "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 proLerly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face.ofptruss and 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 Building-Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,, COMPAW truss in conformance with ANSI/TPI 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro)essionar engineerin responsibility solely for the design shown. The suitability Suite 150 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.or ;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number. 434217A Ply: 1 SEAN:711252 /T9 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 4 FROM:TPF DrwNo: 318.17.1309.12400 Truss Label: F21 TCE / DF 11/14/2017 2'1"8 6'1"8 6'9" 10'11" f2,1"8 '+' 4' T 8•, 4'1"8 �- 1'9"--{ 2'6" -{_1'3"12 1'3"12-{ (TYP) =2X4 =4X6 1112X4 1112X4 =2X4 A B C D E F G . T aye 90 y"a"a P 0 N M L K J I 1112X4 1112X4 1112X4 "8 8'11"8 r 10'11" -I 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 Pf:NA Ce:NA VERT(LL): 0.028 P 849 480 N 1429 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.077 P 309 360 1 370 /28 /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.009 A - - N Min Brg Width Req= 1.5 EXP:NA HORZ L:-0.027 A I Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL:10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.379 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.263 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-13 598 0 B-C 659 -107 Wind Duration:NA WAVE VIEW Ver:17.01.o0E.0525.16 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 O-N 0 -839 M-L 203 -468 Bot chord 4x2 SP#2 N-M 0 -839 K-J 382 -112 Webs 42 SP#3 Lumber value set"'I 3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-0 0 -698 B-M 579 0 All plates are 3X3 except as noted. O-B 642 0 M-C 0 -613 B-N 0 -1274 C-L 472 0 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) if""Wl� TC 120 0.12 10.67 BC 120 0.12 10.67 Apply OClns to unless any chords otherwi a above. fillers A��1 • ' • low at ♦♦14, 1d. Additional Notes • See detail STRBRIBR1014 for bracing and bridging ; O. 6 recommendations. • `• This truss spaced @ 24.0"oc supports additional concentrated load at left end from 9.09'stud wall i (13.00 PSF)supporting 1-6-0 roof spans with 1-6-0 A ATE overhang.Roof load:20.00 psf LL and 37.00 psf DL. Truss must be installed as shown with top chord up. �Gsy�r��++++F�OR,O�+♦+��/� #0 278M �vV�VJI� A't attiv 11/14/2017 'V "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 or 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 rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicable. Appy 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,an failure to build the , , truss to conformance with ANSI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineeringq responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is pro) responsibility of the Building Designer per ANSIrrPI 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 instorg;SBCA:www.sbdndust xom;ICC: w Jcrsafe.org Orlando FL,32837 w Job Number. 434217A Ply: 1 SEAN:711246 /T2 SY42 Crust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 6 FROM:TPF DwNo: 318.17.1309.16337 Truss Label: F22 TCE / DF 11/14/2017 4'1"8 F3' 2'6" -}- 1'3"12 -{ -1'3"12—{ (TYP) 3X3 =3X3 =2X4 =3X3 1112X4 1112X4 =3X3 =2X4 A B C D E F T 3388 90 1 M L K JI H 1112X4 =3X3 =3X3 =3X3 =3X3 1112X4 8'11" 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): 0.024 C 999 480 M 478 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.038 C 999 360 H 478 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 1 - - M Min Big Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.006 B - - H Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings M&H are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.400 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.205 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.217 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 0 -622 D-E 0 -622 Wind Duration:NA WAVE VIEW Ver:17.01-OOE 0525 161 C-D 0 -625 Lumber Value Set:1313(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 • L-K 557 0 J-1 557 0 Webs 4x2 SP#3 K-J 625 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-M 0 -444 E-1 0 -431 to laterally brace chords as follows: A-L 455 0 I-F 455 0 Chord Spacing(in oc) Start(ft) End(ft) L-B 0 -431 F-H 0 -444 TC 101 0.25 8.67 BC 101 0.25 8.67 Apply purlins to any chords above or below fillers 1"H�at 24"OC unless shown otherwise above. fj1* Additional Notes � 11�� ■ e Truss must be installed as shown with top chord up. Ay•.•��• S�•'� 3 V • � I? • _ O. 648 TE #0 278 V "`d'+�+nain+u�10a 11/14/2017 "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 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 'lin Locations shown for ermanent lateral restraint of webs shall have bracing installed per SCSI sections 133,B7 or 910 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 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 MnW,'O�,AW truss in conformance with ANSI/PI 1,or for handlin L shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engtneertn responslbilittV�solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Tuilding Desigrier per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.al ineltw.com;TPI:www.t inst.or;SBCA:www.sbdndus .com;ICC:www.icrsafe.org A � Job Number. 434217A Ply: 1 SEAN:711248 /T13 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1309.24430 Truss Label: F23 TCE / DF 11/14/2017 4"2 8'6"4 1,12 { 8'1"12 { r4 1,4,E frYP) =3X3 AB I T 38 T R J P =3X3 5"8 � 82"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): 0.001 H 999 480 R -4 /4 /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 H 999 360 R' 107 /- /- /- /- /98.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - J 96 /- !- /- /- /5.5 EXP:NA HORZ L: 0.000 I - R Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA fl � ) g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= - TCDL:NA psf J Min Bi Width Re. 1.5 Soffit: 0.00 BCDL:NA sf Bldg Code: FBC 2014 RES Max TC CSI: 0.127 g q= p TPI Std: 2007 Max BC CSI: 0.057 Bearings R,R,&K are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.036 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC 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) It9tlllltpf�� TC 104 0.25 8.92 c r 4, BC 101 0.25 8.67 ��J 4�4h Apply OCownabove. lunless sns to hown othchords erwise a below eW fillers at �fl�L1. ■ •S��•!'t' Additional Notes � • o i Truss must be installed as shown with top chord up. � s O. 648 + ATE +• I 4 OR\OP'#•�C�k' 3 #0278OftlAL.lo, WNitlaeiuu 11/14/20]7 **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 or practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathincl 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 910, as applicable. 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 BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the M,,,wro,PA,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona_r engineering responsibility solely for the design shown. The suitability Suite 150 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.or :SBCA:www.sbcindus .com;ICC:www.icrsafe.org Odando FL,32837 Job Number. 434217A Ply: 1 SEAN:711360 /T1 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 2 FROM:TPF DrwNo: 318.17.1309.49213 Truss Label: F24 TCE ! DF 11/14/2017 11 10' "4 i r 1 4- 9'0"12 r I ' 8,8„4 1'—+---1'4"--� (TYP) 3X3 A B I T m T R J 3X3 10' 10' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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 G 999 480 J' 109 /- /- /- /- /119 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 G 999 360 J Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing R is a rigid surface. Des Ld: 55.00 EXP.Mean Height: HORZ(TL):-0.000 B ight:NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 0.00 BCD L:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 42 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC 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) llgidyfgil� TC 120 0.00 10.00 rr c BC 114 0.25 9.75 ��•7 ! A-�a� Apply purlins any chords otherwi a aboveW fillers . V��•��r at .��••% 3 V • tt77 • Additional Notes • Q i Truss must be installed as shown with top chord up. � p.� 64v •r • �- ,�.• ATE i 4r VA L� ,, #0 278 '' s�ONA� 10� +ut;fe�a�riuu�� 11/14/2017 "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 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 braciriinstalled per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face,oftrussand position as shown above and on the Joint9Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Aline,a division of ITW Buildi%cLomponents Group 1%.shall not be responsible for any deviation from this drawing,any failure to build the ,U❑,v,ro�„v,,. tr ss In conformance with ANSI/TPI 1,or for handlin 1% Ippinq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawin indicates acceptance of ppro essionarr engineering responsibilittyv solely for the design shown. The suitability Suite 150 and use of this a�awing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:w .al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC: wJccsafe.org Orlando FL,32837 o e" Job Number: 434217A Ply: 1 SEQN:711362 /T3 SY42 Cust:R9353 JRef: 1W5X93530007 158 16TH ST. DUVAL CTY Qty: 1 FROM:TPF DrwNo: 318.17.1310.17397 Truss Label: F25 TCE / DF 11/14/2017 3" 1'0"4 2'6" 1'0"4 1'2,4 (NP) 1113X4 1113X4 =2X4 =4X4 1112X6 1113X6 =2X4 A B C D E Y8 90 PK J I H G 1112X6 1113X4 =5X5 1113X4 1112X6 �—3'9"4 il3'11"4 7'8"8 _I 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): 0.011 D 999 480 K 326 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.017 D 999 360 1 1598 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 G - - G 478 /- /- /- /- /5.5 EXP:NA HORZ L 0.001 G K Min Br Width Re 1.5 Des Ld: 55.00 (T )� g q= Soffit: Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 So NC t: . 1 0..00 00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0514 G Min Brg Width Req= 1.5 BCDL:NA psf . Bearings K,I,&G are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.124 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.203 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)110(0) Maximum Web Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber A-K 0 -433 I-D 0 -857 B-I 0 -780 E-G 0 -633 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP SS Dense Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 50 plf at 0.13 to 50 plf at 7.58 BC:From 5 plf at 0.00 to 5 plf at 7.71 TC: 663 Ib Conc.Load at 2.06,4.06,6.06 Purlins In lieu of structural panels or rigid ceiling use purlins 04iblilye�/Ark to laterally brace chords as follows: �S FA�4�6h Chord Spacing(in oc) Start(ft) End(ft) •••• . .p•�•YY// TC 86 0.25 7.46 ��•••�, ��••� BC 86 0.25 7.46 3 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • o. 64� Additional Notes v Truss must be installed as shown with top chord up. #0 278immiiii,00� 11/14/2017 +11 —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 saety or 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 ermanent lateral restraint of webs shall have bracin Installed per BCSI sections 83,67 or 810, as applicable. App7gy 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 Buildincc��Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the MrrWCOWA. truss in conformance with ANSI 1,or for handlin,shlppinq,installatidn and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro esslonafi engineermg responsibility solely for the design shown. The sui ability, Suite 150 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.alpineitw.com:TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Commentaryl 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 ! 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 low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 <vertical) 7 Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 <vertical) L/240 (vertical') from the gable to adjacent clear span trusses, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, 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 Truss Amlow x Deflection from Live Load) + ` A�+ �sign Dead Load Deflection) . The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or Notei The e�j��. considerably less than codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, o. 64$ Al —WARNINles READ NO FOLLOW ALL NOTES 13N THUS DRAWING REF DEFLEC/CAMB seDPIRTANTn FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S i Trusses nquFe extreme care In fabricating,handling,shipping,Installing and bracing. Refer to d . + DATE 10/01/14 practices prior to performing these funcdons. follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for so y T prInstallers shall provide ten parary hrnrJ per B Un less noted otherwise,top chord shall have properly attached structural sheathing and bottom 1� AT s e� DRWG DEFLCAMB1014 Shalt have a properly attached rigid calling. Locations shown for permanermt lateral restraint of r O shall have and rs Installed per above sections B3, J or BIO,as untessble. Apply plates to each fn �� .,�� of truss and position as shown above and an the Joint Details,unless noted otherwise. d Refer to drawings 1611A-2 far standard plate pasltlor-s. Alpine,a dlvlsion of ITV Building Components Group Inc shall not be responsible for any deviation Fra+ /fit*`� , # AN RYV COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for hondling,sh pp no, ISL �, R*10100R Instnllntlon L bracing of trusses. rI V /UZ A seal on this dm%4g or cover page listing this drawing,indicates ncoepbonce of professional �I w �� ." \\13723\Riverporh Drive engYxerbg responsWlty solely far the design shown The suitablUty,and use of thhi drawing \\Suite\200 Far any strucdre 1.fiiinne responsibility of the Binding Designer per ANSI/TPI 1 Sect w \\Maryland\Heights,\MD\63043 For mora Information see this Job's general notes ppage and these web sites- ALPINE,rww,nlpineitwcoml TPU www.tpinst.orgi SBCA,wwwsbdndustry.orgl ICG rrrJccsafe.or0 175Z 11/14/2 17 a STRONGBACK BRIDGING RECOMMENDATIONS ►All scab-on blocks shall be a minimum 2x4 B BUTT BRNGBAl IDGINGROTOGETHER 'stress graded lumber,' Now-ALL strongback bridging and bracing shall be a Minimum 2x6 'stress graded lumber.' NGBACK 4' low-The purpose of strongback bridging is to -pr ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0,128'x3.0') NAILS IN 2 ROWS AT resulting in an overall Increase in the SCAB 6' D.C. NOTES IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system, 2X6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown In FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' —0' O,C, (max.) N❑TE+. 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) 10d COMMON O Important structural requirement of any floor (0,148'x3') NAILS OR (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,' 00 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 required 10'to 20'1 row(at center of The performance of all floor systems are (2) IOd COMMON (0,148'x3,0') OR 20'to 30 2 roes(I at each U3 kits) enhanced by the Installation of strongback BOX/GUN (0.128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40 3 roes G at each V4 kts) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' Space roes at W nc ts) bridging and therefore Is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine, STRONGBACK TO BLOCK W/ (3) COMMON (0148'x3.0') NAILS ORR (010d BOX/GUN.(0.128'x3.0') For additional regarding ropg information re din stback ® g NAILS. O bridging, refer to BCSI (Building Component Safety Information), a ATTACH S G 1 ° TO B CHORD ITH (2) #10 3' S S s STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES +' pe AM ; oVAMINGsw RFAD AND FUL!"M.L.N=S IN THIS DRAVINa * T 44-2 PSF REF STRONGBACK siDdliMANTsw FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE ISTALLms e� + Trusses require extreme care In fabricating,handing,shipping,Installing and bracing, Refer tia • follow the latest edition of BCSI®uadirg Component Safety Information,by TPI and SBcro for s$'wety + Z'C D PSF DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary bracing per BQCI A + Unless noted otherwise,top chord shau have properly attached structural shnea and botton¢hor r ATE PSF DRWG STRBRIBR1014 we Shall have a properly attached rigid calling. Locations shown for pernanent lateral restraint of + O shall have brncng Installed per BCSI sections B3,H7 or B10,as applicable. Apply plates to each a O• Q of truss and position as shown above and on the Joint Details,unless noted otherwise. t; /� ♦ PSF Refer to drawings 16CA-Z for standard plate posltlons. �/ ♦♦• L ,� ♦♦ A\ Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation fr• �� +� OR%w-** �I' AN RW COMPANY tl,ls arnwing,any failure to build the truss In conformance with ANSIUTPI 1,or for handUng,shipping. F •+++.r•++s♦ LD, PSF Installation bracing of trusses. r A seal an this drawing ar cover page listing Chits drawl g,�tes acceptance of professbnnt ti•, S/ NA �� \\13723\Riverport\Drive •^D�e•ryq respmu 11 sorely far the to shoes The suitability and use of At&dra.rg 4i,j 0 L UR, FAC, 1,00 1\Suite\200 Far any structure k the responstlUty of tht mating Designer per Mitt/IPI 1 Secs ��•�aq�� \\Marylendl Heights,\MO\63043 For nota Information Seo this Job's general notes pope and these web sitesi "es NAL}w' SPACING ALPINEi wrw.al Ineltr,conl TPh rrw.t Inst.or,SECA,www.sbcindustr,orgy ICG wwrUccsafe,or G Version 1,2 i Qualify You Can Tmst..From North America's LargestRoofing Manufacturer!" HYDROS I up° PREMI!UMC�OATO LI,OU'I,D=APP:LI�ED ROO�FI�N�'G� . Appilication & Spec iications Manual or t _ . T, 171 Fn �„ i 1 �Oat, '� ® H ® aIumc 9 ® ® ® • • A a . ® ® ® H • • e., of e Welcome...............................................................................................................................................3 �iecbibn, Guides ProductGuide......................................................................................................................................6 Cleaner&Primer Guide........................................................................................................................7 SeamTreatment Guide.........................................................................................................................8 WarrantyGuide.....................................................................................................................................9 ea 2,: Substrate Preparation, General Substrate Conditions.....................................................................................................:.......11 MoistureSurvey.................................................................................................................................12 Repair Damaged Substrate Treatment:Metal.....................................................................................13 Damaged Substrate Treatment: Non-Metal............................................................................14 Cleaning Procedures Treatment..............................................................................................................................16 General Substrate Preparation Metal.......................................................................................................................................17 TPO.........................................................................................................................................20 PVC& Hypalon®......................................................................................................................21 EP D M......................................................................................................................................22 Smooth &Granulated Asphaltic..............................................................................................23 StructuralConcrete..................................................................................................................24 Adhesion Testing Test Method#1:Test Patches..................................................................................................25 Test Method#2: Field Peel Adhesion (Alternate to Test Patches)...........................................26 Hydrokop°PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 1 Specti'din, Qulck?.Spec Directory HydroStop° PremiumCoat°..............................................................................................................28 Metal.......................................................................................................................................29 Smooth &Granulated Asphaltic.............................................................................................30 TPO........................................................................................................................................31 PVC........................................................................................................................................3 2 Hypalon®................................................................................................................................33 EPDM......................................................................................................................................34 StructuralConcrete.................................................................................................................35 Corrugated Structural Transite Panels....................................................................................36 Polyisocyanurate(ISO)..........................................................................................................37 Gypsum (DensDeck&SecuRock)...........................................................................................38 Warranty Extension/Renewal.................................................................................................39 Section a s Preventative Overview...........................................:................................................................................................41 General Care& Preventative Maintenance Recommendations.......................................................41 Semi-Annual Inspections&Maintenance..................................................................................... 43 InspectionChecklist...........................................................................................................................45 Roof Specific Leak Investigation........................................................................................................46 EmergencyRepairs.............................................................................................................................46 RoofAlterations.................................................................................................................................47 �ecflortArc,hitectural Daaff Drawings HydroStop°PremiumCoat°...............................................................................................................49 HS-101 Typical Metal Roof Joint Detail....................................................................................50 HS-102 Section at Vertical Panel Seam...................................................................................51 HS-104 Deck Joint Stripping Detail..........................................................................................52 HS-201 Standard Drip Edge Detail...........................................................................................53 HS-202 Gutter with Standard Drip Edge Detail........................................................................54 HS-203 Concrete Roof Deck Edge Detail..................................................................................55 HS-300 Alternate Wall Flashing Detail....................................................................................56 HS-301 Wall Flashing Detail.....................................................................................................57 HS-302 Drip Edge Parapet Wall Detail.....................................................................................58 HS-303 Typical Roof Cant At Corner........................................................................................59 HS-304 Typical Equipment Curb Flashing Detail.....................................................................60 HS-305 Scupper Detail.............................................................................................................61 HS-401 Curb to Curb Expansion Joint Flashing Detail.............................................................62 HS-502 Vent-Pipe Flashing Detail............................................................................................63 HS-503 Vent-Stack Flashing Detail...........................................................................................64 HS-504 Standard Roof Drain Detail..........................................................................................65 HS-505 Exhaust Fan (for Cooking) Flashing Detail...................................................................66 HydroStop°PremiumCoot°Liquid-Applied Roofing(LAR)—Version 1.2 2 Thank you for consulting Version 1.2 of the HydroStop®PremiumCoat®Liquid-Applied Roofing Application&Specifications Manual.This Manual contains the latest information relating to the application of GAF's HydroStop® PremiumCoat° liquid-applied roofing systems, and is based on our years of experience in the commercial roofing field. It has been prepared as a general guide to assist architects, engineers, roofing contractors, and owners in the use of our liquid-applied roofing systems. You can find further information at www.gaf.com, or contact GAF Technical Services at 1-800-ROOF- 411(1-800-766-3411). ABOUT GAF As North America's largest roofing manufacturer, GAF proudly offers a comprehensive portfolio of award-winning, innovative roofing products for both residential and commercial properties.Supported by an extensive national network of factory-certified contractors, GAF has built its reputation—and its success—on its steadfast commitment to Advanced Quality, Industry Expertise,and Solutions Made Simple. GAF offers all major low-slope roofing technologies, including repair and maintenance products and roof restoration systems, as well as new roofing systems(BUR, modified bitumen,TPO, PVC, and liquid-applied systems).GAF has developed low slope roofing systems with excellent durability and high reflectivity to meet the most rigorous industry standards while helping commercial property owners and designers reduce energy consumption. For more information about GAF,visit us at www.gaf.com. SERVICES • Every GAF roofing product benefits from the substantial resources available only from a multibillion-dollar corporation dedicated to roofing. Our 31 plants mean manufacturing expertise. Our extensive R&D organization means a constant focus on product and process improvement. GAF is a team of over 3,000 people dedicated to your roofing satisfaction. • GAF has a network of sales representatives and distributors to supply and service its quality roofing systems throughout North America. • Our Technical Helpline is a technical assistance service that allows you to contact us directly to speak with a technical representative about specifications, applications, code approvals, and product information.The Helpline number is 1-800-ROOF-411 (1-800-766-3411). • Architectural Information Services (AIS) is a specification service that allows you to specify your exact roofing needs and we will send you a general specification that outlines your job summary, application method, product description, and detail drawings based on the information you provided.The phone number for AIS is 1-800-522-9224. • Our Tapered Design Group (TDG) is one of the many services available to our customers to help reduce their hassles. We provide tapered insulation take-offs for architects, contractors, and distributors nationwide.Just send your roof plans and specifications to tdg@gaf.com.The phone number for TDG is 1-800-766-3411. • Visit GAF on the web at www.gaf.com for extensive product information, specifications, and technical literature. HydroStop°PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 3 DISCLAIMER • GAF manufactures and sells roofing materials and does NOT practice architecture or engineering. GAF is NOT responsible for the performance of its products when damage to its products is caused by such things as improper building design, construction flaws, or defects in workmanship. •The design responsibility remains with the architect, engineer, roofing contractor, or owner, and construction details illustrated and described herein are furnished solely for guidance purposes. These guidelines should not be construed as being all-inclusive, nor should they be considered as a substitute for good application practices. • Under no circumstances does GAF have any liability for costs or expenses arising out of or associated with the pre-existing presence of asbestos-containing materials or any other allegedly hazardous substances or materials on the roof to which the new GAF roofing materials are being applied. • Information contained in this Manual is presented in good faith and,to the best of GAF's knowledge, does not infringe upon any patents,foreign or domestic. • As a part of its continuing efforts to improve the performance of its products, GAF periodically makes changes to its products and application specifications. GAF reserves the right to change or modify, at its discretion, any of the information, requirements, specifications, or policies contained herein. This Manual supersedes all catalogs and previous Manuals. GENERAL DESIGN CONSIDERATIONS HOW TO DETERMINE IF A ROOF IS A GOOD CANDIDATE FOR COATING When installed on a new roof,a roof coating should: • Be a component part of the larger warranted roofing system.This will ensure compatibility with the system and enhance overall performance of the system. • Be installed after the roof has weathered as necessary.Weathering periods may vary depending upon the type of system to which the coating will be applied. Use of a primer may also be required for certain substrates to ensure adequate adhesion. When installed on an existing roof,a roof coating should: • Be compatible with the existing roof. • Extend the remaining service life of the existing roof.Although a coating cannot add life back to a roof already beyond its service life, it can prevent a roof from aging as quickly as it would without the coating. • Only be applied to a roof that drains properly. Some coatings may be adversely affected by the presence of ponding water.Therefore, areas of the existing roof that pond water should be repaired prior to coating. • Only be applied to non-leaking roofs.'While coatings may help seal some pinhole leaks not visible to the naked eye,they will not generally find and repair existing leaks.Accordingly, existing roof leaks will need to be identified and repaired prior to coating. (Allow repairs to fully dry prior to coating.) NOTE:When coating over an existing roof coating or an existing coal tar pitch roof, contact GAF Technical Services at 1-800-ROOF-411(1-800-766-3411). HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 4 Section 1 Guides HydroStop°PremiumCoat°liquid-Applied Roofing(LAR)—Version 1.2 5 Product Guide ProductI%Solids by Type e Acrylex 400 Primer Water-Based Acrylic Rust-Inhibiting Primer For Metal Water-Based <50 36 Adhere-It"II Primer Water-Based Rinsable Primer For EPDM Water-Based n/a n/a �= CleanAct Rinsable Primer Water-Based Rinsable Primer For EPDM Water-Based n/a n/a 4 Epoxy Primer(formerly Uniseal Primer) Water-Based Epoxy Primer For Concrete and Porous Substrates Water-Based <120 10 M Moisture-Cure Urethane Primer For Corrosion Protection On Metal W Lock-Down Primer Moisture-Cure <420 55 U Surfaces m °6 StableRust Primer Water-Based Acrylic Rust-Inhibiting Primer Water-Based <200 56 E SureBond Primer Water-Based Acrylic Primer For Chalky Surfaces Water-Based <200 23 a` o TPO Red Primer Solvent-Based Primer For Roofs Solvent-Based <50 1 0 o UniBase Primer Water-Based Acrylic Penetrating Primer And Asphalt Bleed Blocker Water-Based <50 40 r— XR-2000 Primer Water-Based Acrylic Primer For Kynar Coated Metal Water-Based <170 40 C United Cleaning Concentrate(UCC) Water-Based Roof,Wall and Deck Surface Cleaner Water-Based n/a n/a HydroStop"BarrierGuard"Waterproofing Primer For Concrete and Waterproofing Water-Based <50 39 c 0 000 HydroStop"PremiumCoat®Finish Coat Water-Based Acrylic Top Coat Water-Based <50 52 0 HydroStop®PremiumCoat®Foundation Coat Water-Based Acrylic Base Coat Water-Based <50 52 FlexSeal'"Caulk Grade Sealant Elastomeric Sealant Solvent-Based <300 n/a °a FlexSeal'"Sealant Self-Leveling Elastomeric Sealant Solvent-Based <300 66 Io m w HydroStop"PremiumCoat®Butter Grade Flashing Water-Based Acrylic Flashing Water-Based <50 58 C y `o HydroStop"PremiumCoat"Fabric Stitch-Bonded Polyester Reinforcement n/a n/a n/a U rr Q United Coatings'"UniCap Fastener Cover Self-Adhering Butyl Aluminum Caps For Fasteners n/a n/a n/a H � HydroStop"Hydrofiber Bulking Agent Glass Fiber Bulking Agent n/a n/a n/a United Coatings*"UniTape Seam Tape Self-Adhering Butyl Non-Woven Polyethylene Seam Tape n/a n/a n/a Cleaner & Primer Guide C1 eaner* Primer Acrylex 400 0.33-0.67 gal/100 sf (1.4-2.7L/10sgm) Rusty Metal YES or StableRust 0.33-0.50 gal/100 sf (1.42 L/10 sq m) Severe Rusty Metal. YES Lock-Down Primer 0.25 gal/100 sf (1 L/10 sq m) Kynar Coated Metal. YES XR-2000 0.75 gal/100 sf (3.1 L/10 sq m) Residual Asphalt YES UniBase 0.50-1.0 gal/100sf (2-4 L/10 sq m) F m 0 Smooth Asphaltic YES UniBase (2-4 L0 gal q m) z m a Granulated Asphaltic YES UniBase 0.50-1.0 gal/100sf (2-4 L/10 sq m) TPO(new,or aged) YES TPO Red Primer 0.50gal/100 sf _ T (2 L/10 sq m) ° PVC(aged)', YES No Primer n/a v c Hypalon(aged) YES No Primer n/a EPDM NO Adhere-It II 0.2 gal/100sf (or CleanAct) (0.8 L/sq m) 0.33 gal/sq Epoxy Primer (1.4 L/10 ml) Structural'Concrete YES or BarrierGuard 0.5-1.0 gal/sq; (1.9 L-3.8 L/10 m2) °1c Gypsum(pensDeck&SecuRock) NO No Primer n/a s Polyisocyanurate(ISO), NO No Primer n/a Existing Acrylic Coating YES No Primer n/a Corrugated Structural. 0.33 gal/sq YES Epoxy Primer Transits Panel's. (1.4 L/10 ml) *United Cleaning Concentrate required NOTE:Existing silicone coating is not an acceptable substrate for HydroStopO PremiumCoat'a. HydroStop°PremiurnCoat°Liquid-Applied Roofing(LAR)—Version 1.2 7 Seam Treatment Guide :x ik Substrate Treatment, Ribbed Seam r ' Standing Seam Standing°T"Seam Vertical:Seams Butter Grade Flashing k m Inverted"J"Seam - w Corrugated Seam BattenSeam. Horiiontaf Seams Butter Grade w/Fabric or Foundation Coat w/Fabric TPO No Treatment a o- PVC No Treatment -E o N ° Hypal'on No Treatment —2 EPDM No Treatment F CL Smooth Asphaltic No Treatment m `o z N o a'—o Granulated Asphaltic No Treatment Structural'Concrete: (non-structural cracks) No Treatment Butter Grade w/Fabric or P.olyisoryanurate(ISO); Foundation Coat w/Fabric t Gypsum(DensDeck&SecuRock) Butter Grade w/Fabric or Foundation Coat w/Fabric Corrugated,Structural'Transitepanels No Treatment In a c° E COntact.GAF Technical'Services at 1-800-766-3411 HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 8 Warranty Guide layr 15 yr; e i FIY,DROSTOP,:Who can offer Warrant}r? Authorized Contractors No No Master&Master Select Contractors Yes No No No Premium Contractors Yes Yes Requirements Moisture Survey for non-metal roofs Yes Yes Pre-Inspection/Approval Yes,for jobs over 20,000 sq.ft. Yes,for jobs over 20,000 sq,ft. (1,858 sq m) (1,858 sq m) Interim Inspection Yes,for jobs over 10,000 sq.ft. Yes (929 sq m) Final Inspection Yes Yes Maintenance Program Yes Yes Transferable No Yes Warranty Registration Yes Yes Cover,�ge Manufacturing Defects Yes Yes Ordinary Wear&Tear Yes Yes Workmanship No Yes Remedy Materials Yes Yes Labor Yes Yes NOTES: 1.Liquid-Applied Emerald Pledge'"'and Diamond PledgeTM must be applied per specifications. 2.Pre-Approval required for all 20 year Warranties by Director or above(Sales or Field Services). HydroStop°PremiurnCoW Liquid-Applied Roofing(LAR)—Version 1.2 9 Section 2 Substrate Preparation HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 10 GENERAL SUBSTRATE CONDITIONS Preparation of the roof substrate is the responsibility of the installer,who must address and correct all of the conditions listed in this section. • Examine substrates to receive new roofing. If any questions arise regarding the compatibility of HydroStop® PremiumCoat° liquid-applied roofing products with an existing substrate, Installer shall prepare test patches to check adhesion. • Do not proceed with the installation of the HydroStop® PremiumCoat® liquid-applied roofing system until compatibility and adhesion of HydroStop® PremiumCoat° roofing system has been verified by test patches and other preparatory work has been completed and unsatisfactory conditions have been corrected. • Roof must have positive drainage.Substrate should not pond water for more than 48 hours after precipitation stops. •GAF defines "ponding"as water that does not drain or dissipate from the roof surface within 48 hours after precipitation ends. Ponding can also result from other water sources, including improperly piped air conditioning condensate and steam condensate lines. • Protect adjacent surfaces that will not be coated. • Do not apply liquid-applied roofing products to surfaces unacceptable to GAF, or under inclement environmental conditions. • Substrates must be clean, completely dry, and free of any debris before application of any liquid- applied products. • HydroStop® PremiumCoat® liquid-applied roofing products should not be used on heavy-traffic bearing substrates. If foot traffic is expected, a rooftop walkway system approved by GAF must be used. Always contact GAF's Technical Services Department(800-766-3411)for questions regarding suitable substrates, materials for test patches, or if you require additional information. PROPER PREPARATION FOR ROOF TYPES To ensure proper coating application,the existing roof membrane must be thoroughly cleaned.All dust, chalking film, bitumen exudate,greases or oils, and other loose debris should be removed prior to coating. Be careful when pressure washing to preserve the integrity of the existing roof membrane and to avoid damage to membrane seams(especially adhered seams).Allow the roof to dry completely prior to coating.Any required roof or flashing repairs should be completed and allowed to adequately cure where necessary. Refer to specific sections of this Manual for more information on roof preparation. Depending on type of existing substrate and the coating to be applied, use of a primer may be required. Surfaces which typically require primer include: metal flashings,gravel stops, and other metal edging; concrete roof decks, masonry walls and other floor surfaces, and other porous surfaces. Refer to specific sections of this Manual for detailed requirements. While rusted metal roofs can be coated,additional measures may be required. If the roof is affected by "white rust" (i.e., zinc or aluminum), it can be coated after cleaning. However, if the roof is affected by "red rust"the rust must either be removed or treated with corrosion inhibiting primer.Additionally,all rusted fasteners should also be removed or treated with a corrosion inhibiting primer. WHAT IS BENEATH THE EXISTING ROOF SURFACE? In membrane roof systems,there is typically a layer of insulation beneath the membrane. If the roof has ever experienced leaks, it is possible that there are areas of wet insulation in the existing roofing system.All wet roof insulation must be removed and replaced prior to coating.While certain areas of wet insulation may be noticeable simply by walking on them,an infrared moisture scan is recommended to more accurately determine areas of wet insulation. Metal roofs are typically installed over a solid roof deck or over purlins and insulation. Examining the underside of the roof deck can reveal areas of wet insulation,deteriorated deck or other damage that needs to be repaired prior to coating. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 11 MOISTURE SURVEY It is the responsibility of the roofing contractor to determine the suitability of any substrate to receive a liquid-applied coating system..Roof moisture surveys are a common tool used to assist with this determination. When the deck/substrate has more potential to "hold" water, a moisture survey may be required by GAF. Alternately,for decks/substrates such as steel,the use of roof cuts to verify the suitability of the substrate can be effective. Where a moisture survey is performed: • GAF requires a moisture survey be conducted by the roofing contractor prior to warranty issuance for Emerald Pledger"°and Diamond Pledger'"Guaranteed Systems installed over existing roofs. • If the moisture survey shows areas of the roof that are wet, remove and replace all wet areas with new materials. Make typical repairs with original roof technology and follow the appropriate surface preparation steps. • Moisture surveys include: IR scans, nuclear scans,test/core cuts, and portable devices used to indicate moisture. Liquid-Applied Roofing Systems Roof Moisture Survey Criteria Diamond Project Size Less than 100 Sqs.(929 sq m) 100 Sqs.(929 sq m)or Greater Roof Survey Criteria Roof Surveys Recommended Roof Surveys Recommended Roof Surveys Required Deck/Substrate All* .Steel* .Structural Concrete (non-standing seam metalt) .Wood* - Lightweight Insulating Cementitious Wood Fiber Concrete** (Tectum or equivalent)* .Existing Spray Polyurethane .Gypsum* Foam .Any existing system with a vapor retarder .Any existing system that is a recover system •Any existing system with significant ponding water(e.g. poor drainage) e . .. roject size Any Project Size oof Survey Criteria Roof Surveys Recommended* *Without significant ponding water.Minimum of(3)three roof cuts for the first 100 squares(929 sq m)and(1)one test cut per additional 100 squares(929 sq m)are required to verify existing roof conditions are acceptable and/or to determine where moisture is present. **For lightweight insulating concrete decks,please contact GAF Technical Services at 800-766-3411. tRoof moisture surveys are not required/recommended for any system installed over an existing standing seam metal roof or when the liquid-applied roofing system is applied directly to an approved deck(not as a recover system). HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 12 REPAIR Inspect and make all necessary repairs to damaged substrates. Refer to the Damaged Substrate Treatment sections below for substrate-specific information. Dam. aged"Substrate Areas of Concern Treatment o Severely damaged or rusted seams and/or fasteners must be replaced. Roof panels that are corroded to the point where they have holes must be Rust Areas replaced. Light rust areas must be treated to prevent further deterioration on metal panels.Roof surface shall have no more than 20%rust or must have panels replaced. a All fasteners must be retightened,secured,or replaced as necessary.All stripped fasteners must be replaced with new larger fasteners. Fasteners a All deteriorated and missing fasteners must be replaced.All fasteners must be fully encapsulated with HydroStop°PremiumCoat®Butter Grade Flashing or fastened with UniCap Fastener Covers(refer to the Product Data Sheet for specific application requirements). Dents must be mechanically removed to the maximum extent possible. Cover broken rib area with a sheet metal cap and seal with HydroStop® Dented/Damaged Panels PremiumCoat°Butter Grade Flashing prior to attaching the cap with fasteners. a Severely damaged roof panels must be replaced. Seal cracks,joints,penetrations,and curbs with appropriate sealant Excessive Gaps materials as recommended. Seams a Repair all seams as needed.Refer to the Seam Treatment section in this Manual for specific seam treatment guidance. o Replace or install sheet metal caps over the open ridge vents when they Open Ridge Vents are rusted on the inside and/or located in a harsh environment(e.g.,salt water areas). Do not seal weep holes on vents. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 13 D . - o o - o Substrate Treatment o Any areas where TPO has torn,cracked,and/or buckled,or where scrim is exposed must be repaired using similar compatible materials TPO to the current roof. o Any wet insulation must be replaced. Allow at least 48 hours drying time after the cleaning process before application of HydroStop°PremiumCoat°liquid-applied products. ®Any areas where PVC or Hypalon has torn,cracked,and/or buckled, or where scrim is exposed must be repaired using similar compatible PVC or Hypalon® materials to the current roof. Any wet insulation must be replaced. o Allow at least 48 hours drying time after the cleaning process before application of HydroStop°PremiumCoat°liquid-applied products. • All areas where the urethane foam has degraded must be scarified Spray Polyurethane Foam and re-foamed to bring substrate to a smooth,workable surface. o Any areas where foam has become wet must be removed and re- foamed. Any areas where EPDM has torn,cracked,and/or buckled must be repaired using similar compatible materials to the current roof. EPDM o Any wet insulation must be replaced. Allow at least 48 hours drying time after the cleaning process before application of HydroStop°PremiumCoat°liquid-applied products. o Any areas where asphaltic membrane has blistered,buckled,become wet and/or otherwise been damaged must be removed and repaired using similar compatible materials to the current roof. ® New BUR or modified bitumen repair materials must be allowed to weather at least 30 days before applying liquid-applied products to Mineral &Granule Surfaced BUR or repaired areas. Modified Bitumen(SBS&APP) °All areas where BUR or modified bitumen surface have significantly OR cracked(gaps 1/16"[1.6 mm]or greater in width and/or depth)must be repaired using flashing grade coating to create a smooth,workable Smooth Surfaced BUR or Modified surface on the substrate. Bitumen(SBS&APP) o Allow flashing grade coating at least 24 hours drying time before application of HydroStop°PremiumCoat°liquid-applied products. Areas with thicker applications may require additional drying time. o Gravel-surfaced BUR or modified bitumen roofing systems are not a suitable substrate to receive a HydroStop°PremiumCoat°liquid- applied coating. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 14 Damaged SubstrMe Treatment0 0 0 Substrate Treatment a All large or excessive gaps(greater than 1/4"[6 mm])existing between roof panels must be filled or made flush with closed-cell foam strips or polyurethane foam to pre-fill voids. o All fasteners must be retightened,secured,or replaced as necessary.All stripped fasteners must be replaced with larger fasteners. " Corrugated Structural °All deteriorated or missing fasteners must be replaced.All fasteners must be fully encapsulated with HydroStop®PremiumCoat°Butter Grade Transite Panels Flashing or fastened with UniCap Fastener Covers. Repair all horizontal seams as needed.Refer to the Seam Treatment section in this Manual for specific seam treatment guidance. o Many of these panels can contain asbestos.Refer to the Environmental Considerations in the Cleaning Procedures section in this Manual for further information. All large or excessive gaps(greater than 1/4" [6 mm])must be repaired Structural Concrete using high-quality concrete grout.Grout must fully cure before application of HydroStop°PremiumCoat°liquid-applied coating system. Correct areas of ponding water. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—,Version 1.2 15 CLEANING PROCEDURES Treat mi -ent • Clean and prepare surfaces to receive liquid-applied roofing products. Remove all dirt,dust,loose and flaking particles,grease,oil,laitance, pollution fallout,and other contaminants that may interfere with proper adhesion. General Surface Prep • Use a stiff bristle push broom and/or pressure washing for cleaning and surface preparation. •When encountering roof substrates that have living organisms such as algae,mold or fungus,a sterilant such as 3:1 bleach solution must be used to kill and remove these organisms during the roof cleaning. •Substrate must be pressure-washed with water and/or approved cleaner. Refer to the Cleaner&Primer Guide in this Manual for specific cleaner information for the substrate you are working with. • A minimum working pressure of 2,000 psi is to be used to remove all dirt, dust,chalking and waste products(oil,oil-based roof cements,solvents, Pressure Washing grease,animal fats,etc.). • Concrete,EPDM,and metal substrates should use a minimum working pressure of 3,000 psi. • Care should be taken not to damage the roof surface or inject water into the substrate during washing. • Allow at least 48 hours for complete drying after the cleaning process. • Corrugated or structural transite panels are likely to contain significant amounts of asbestos,which may be released during pressure-washing. Asbestos dust is an extreme health hazard and known as a carcinogen.It is Important! Environmental the Installer's responsibility to check with state and local agencies regarding proper disposal,as well as the proper protection for workers exposed to Considerations this material. • Roof wash-off catchment systems should be in place when required.Be sure to follow state and local requirements for roof-wash off catchments during the cleaning process. Note:Under no circumstances does GAF have any liability for expenses arising out of or associated with the presence of asbestos-containing materials or any other allegedly hazardous substances or materials on the roof to which the new GAF roofing materials are being applied. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 16 GENERAL SUBSTRATE PREPARATION Substrate, - o . • Areas of Concern Preparation o Sheet metal crickets must be installed according to metal deck manufacturer's specifications. o New crickets must be sealed with HydroStop°PremiumCoat°Butter Crickets Grade Flashing under the flanges before they are mechanically attached to the curb unit and metal roof panel. •Stitch-screw cricket flanges to the curb unit and metal roof panel while the HydroStop°PremiumCoat°Butter Grade Flashing is still wet using fasteners. o Make every effort to eliminate all ponding water areas prior to coatings application. Ponding Water Areas °Treat ponding water areas which cannot be eliminated with HydroStop° BarrierGuard°bulked with HydroFiber prior to application of other coatings.If ponding water cannot be eliminated,areas should be treated with a 3-course application of HydroStop°BarrierGuard°and fabric. e Remove any existing asphaltic roof coating. Residual Asphalt o Any residual asphalt must be coated with UniBase Primer(see Cleaner& Primer Guide). If roof panel surfaces are known or suspected to contain Kynar-500, other fluoropolymers,or silicone,test patches need to be prepared with Pre-Finished Metal Panels and without the use of XR-2000 Primer(see Cleaner&Primer Guide). Based on test patch adhesion results,Installer should apply primer on pre-finished metal panels per specifications. v Pitch pans must be capped with sheet metal so they can be sealed Pitch Pans with HydroStop°PremiumCoat® Butter Grade Flashing.Contact GAF's Technical Services Department for more information. • Install neoprene boots prior to performing flashing work for certain types Neoprene Pipe Boots of pipe penetrations.Neoprene boots first must be sealed to the roof using a bead of HydroStop°PremiumCoat°Butter Grade Flashing prior to mechanical attachment with fasteners. o Condensate lines should be installed from the HVAC units to gutters as part of the overall roofing contract.Type of piping used for condensate lines may vary depending on local building codes. Condensate Lines Y Condensate lines`must be securely fastened to panel ribs.All fastener heads must be encapsulated with HydroStop°PremiumCoat°Butter Grade Flashing. o Re-tighten cinch straps as necessary. ® Surround each strap and fastener head with a bead of HydroStop° PremiumCoat°Butter Grade Flashing. Cinch Straps at Panel End Laps ' Encapsulate the cinch strap water channel,then seal the entire lap, strap,and fastener heads with a minimum of 12 inches(305 mm) width of HydroStop°PremiumCoat°Butter Grade Flashing. Feather the HydroStop°PremiumCoat° Butter Grade Flashing out.Fabric is not required. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 17 Substrate; ° 0 v ® 0 Areas of Concern Preparation " o All ridge caps must be flashed with HydroStop°PremiumCoat°Butter Grade Flashing with fabric. All voids and open areas in the ridge cap must be filled with polyurethane Ridge Caps foam prior to application of the coating and fabric. o For metal"Z"closures which are located within 2 inches(51 mm)of the ridge cap edge,remove all exposed sealant and apply a liberal bead of HydroStop°PremiumCoat°Butter Grade Flashing with fabric to all sides of the"Z"closure where they intersect with both the roof panel and ridge cap. All fixed rake details for the roof must be secured and sealed with 12 inches (305 mm) minimum width of HydroStop®PremiumCoat°Butter Grade Flashing with fabric. Rakes o If fixed rake metal is fastened to the top of roof panel ribs and extends back onto the roof,trim off any excess metal and follow horizontal seam flashing procedures. All voids and open areas must be filled with polyurethane foam prior to application of the coating and fabric. All parapet wall details within the roof system must be secured and sealed with 12 inches(305 mm) minimum width of HydroStop°PremiumCoatO Butter Grade Flashing with fabric. If parapet wall flashing metal is fastened to the top of roof panel ribs and Parapet Walls extends back onto the roof,trim off any excess metal and follow horizontal seam flashing procedures. All voids and open areas must be filled with polyurethane foam prior to application of HydroStop°PremiumCoat°Butter Grade Flashing with fabric. ® Fabric must be cut around all fasteners so it lies flat.United Coatings'" UniCap fastener covers can alternatively be used. Standing Seam Panels a Contact GAF's Technical Services Department(800-766-3411). All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop°PremiumCoat°Butter Grade Flashing Curb Flashings with fabric. Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. o The fabric must be cut around all fasteners so the fabric lies flat. ® HydroStop°PremiumCoat°Butter Grade Flashing with fabric should be Penetrations applied around the base of all penetrations,extending at least 6 inches(152 mm)up the vertical and 6 inches(152 mm)onto the base. Cut the fabric to accommodate the shape of the penetration. u Curb skylights must be treated in the same fashion as curb flashings. Skylights °After flashing work has been completed and the coating has cured,treat deteriorated fiberglass skylight panels with United Coatings'"Acrysheen Sealer. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 18 Subst ratePre 0arationx,Metal0 0 Areas of Concern Preparation 0 All ribbed panel vertical seams must be sealed with HydroStop° Ribbed Seam PremiumCoat°Butter Grade Flashing.Feather the coating until seams are no longer visible while brushing in the direction parallel to the seam. All standing vertical seams must be sealed with a 1/2 inch(12 mm) Standing Seam bead of HydroStop°PremiumCoat°Butter Grade Flashing.Feather the coating until seams are no longer visible while brushing in the direction parallel to the seam. 0 Both vertical seams of the standing"T"must be flashed with a 1/2 Standing"T"Seam inch(12 mm)bead of the HydroStop°PremiumCoat°Butter Grade Flashing and brushed into the seams. 0 In snowy climates and/or when roof leaks are suspected,re- crimping the short leg of the seam all the way under the horizontal Inverted '7"Seam portion of the inverted"J"seam is required.Brush or trowel-apply HydroStop°PremiumCoat°Butter Grade Flashing over the newly created single lock vertical seam.Portable seamers may be used to perform the re-crimping. All corrugated panel vertical seams must be sealed with Corrugated Seam HydroStop°PremiumCoat°Butter Grade Flashing.Feather the coating until seams are no longer visible while brushing in the direction parallel to the seam. 0 Both vertical seams of the batten must be flashed with a 1/2 Batten Seam inch(12 mm)bead of HydroStop®PremiumCoat°Butter Grade Flashing.Feather the coating until seams are no longer visible while brushing in the direction parallel to the seam. 0 All seams must be reinforced with two layers of HydroStop° PremiumCoat°Butter Grade Flashing with fabric or TOPCOAT' Liquid Fabric. 0 The coating must be feathered at least 1 inch(25 mm)beyond each side of the 6 inch(152 mm)width to allow water to flow over the seam. 0 Fabric must be cut around all fasteners so it lies flat. Horizontal Seam 0 For ribbed roof panels,the fabric must be applied over panel ribs ® in continuous lengths.A minimum 2 inches(51 mm)overlap is required for all splices in fabric. v 0 Horizontal seams must be secured with fasteners on the high side of every other corrugation,spaced no more than 12 inches(305 mm)on center. The horizontal seam must be made flush by installing two fasteners per flute. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 19 Subst rate, Preparatio ° Areas of Concern Treatment Repair all open seams and any loose or failed terminations with in- kind materials prior to application of HydroStop°PremiumCoat° Butter Grade Flashing with fabric. Parapet Walls ° All parapet wall details within the roof system must be secured and sealed with a 12 inch(305 mm)minimum width of HydroStop®PremiumCoat°Butter Grade Flashing with fabric. Fabric must be cut around all fasteners so it lies flat. All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop°PremiumCoat° Curb Flashings Butter Grade Flashing with fabric. Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. o Fabric must be cut around all fasteners so it lies flat. HydroStop°PremiumCoat°Butter Grade Flashing with fabric must be applied around the base of all penetrations,extending at least Penetrations 6 inches(152 mm)up the vertical and 6 inches(152 mm)onto the base. Cut the fabric to accommodate the shape of the penetration. ® Curb skylights must be treated in the same fashion as curb flashings. Skylights °After flashing work has been completed and the coating has cured, treat deteriorated fiberglass skylight panels with United Coatings'' Acrysheen Sealer. Pitch Pans ° Pitch pans must be capped with sheet metal so that they may be sealed with HydroStop°PremiumCoat°Butter Grade Flashing. Condensate lines must be installed from HVAC units to gutters as Condensate Lines part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 20 Substrate ° 0 0 PVC 0 0 • 9 Areas of Concern Treatment Repair all open seams and any loose or failed terminations with in- kind materials prior to application of HydroStop°PremiumCoat° Butter Grade Flashing with fabric. Parapet Walls m All parapet wall details within the roof system must be secured and sealed with a 12 inch(305 mm)minimum width of HydroStop°PremiumCoat°Butter Grade Flashing with fabric. o Fabric must be cut around all fasteners so it lies flat. a All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop®PremiumCoat° Curb Flashings Butter Grade Flashing with fabric. ® Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. c Fabric must be cut around all fasteners so it lies flat. o HydroStop°PremiumCoat°Butter Grade Flashing with fabric must be applied around the base of all penetrations,extending at least Penetrations 6 inches(152 mm) up the vertical and 6 inches(152 mm)onto the base. Cut the fabric to accommodate the shape of the penetration. Curb skylights must be treated in the same fashion as curb flashings. Skylights o After flashing work has been completed and the coating has cured, treat deteriorated fiberglass skylight panels with United Coatings'" Acrysheen Sealer. Pitch Pans ° Pitch pans must be capped with sheet metal so that they may be sealed with HydroStop°PremiumCoat°Butter Grade Flashing. Condensate lines must be installed from HVAC units to gutters as Condensate Lines part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. HydroStop°PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 21 Substrate Preparation: Areas of Concern Treatment e Repair all open seams and any loose or failed terminations with in- kind materials prior to application of HydroStop°PremiumCoat° Butter Grade Flashing with fabric. Parapet Walls a All parapet wall details within the roof system must be secured and sealed with a 12 inch(305 mm)minimum width of HydroStop°PremiumCoat°Butter Grade Flashing with fabric. Fabric must be cut around all fasteners so it lies flat. e All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop°PremiumCoat° Curb Flashings Butter Grade Flashing with fabric. e Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. Fabric must be cut around all fasteners so it lies flat. e HydroStop°PremiumCoat°Butter Grade Flashing with fabric must be applied around the base of all penetrations,extending at least Penetrations 6 inches(152 mm)up the vertical and 6 inches(152 mm)onto the base. Cut the fabric to accommodate the shape of the penetration. o Curb skylights must be treated in the same fashion as curb flashings. Skylights a After flashing work has been completed and the coating has cured, treat deteriorated fiberglass skylight panels with United Coatings'" Acrysheen Sealer. Pitch Pans a Pitch pans must be capped with sheet metal so that they may be sealed with HydroStop°PremiumCoat°Butter Grade Flashing. e Condensate lines must be installed from HVAC units to gutters as Condensate Lines part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 22 Substrate o _ o Smooth o Granulated Surfaced Asphaltic Areas of Concern Treatment a Repair all open seams and any loose or failed terminations with in- kind materials prior to application of HydroStop°PremiumCoat° Butter Grade Flashing with fabric. Parapet Walls a All parapet wall details within the roof system must be secured and sealed with a 12 inch(305 mm) minimum width of HydroStop°PremiumCoat°Butter Grade Flashing with fabric. a Fabric must be cut around all fasteners so it lies flat. All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop°PremiumCoat® Curb Flashings Butter Grade Flashing with fabric. a Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. Fabric must be cut around all fasteners so it lies flat. HydroStop°PremiumCoat°Butter Grade Flashing with fabric must be applied around the base of all penetrations,extending at least Penetrations 6 inches(152 mm)up the vertical and 6 inches(152 mm)onto the base. a Cut the fabric to accommodate the shape of the penetration. a Curb skylights must be treated in the same fashion as curb flashings. Skylights a After flashing work has been completed and the coating has cured, treat deteriorated fiberglass skylight panels with United Coatings'" Acrysheen Sealer. Pitch Pans a Pitch pans must be capped with sheet metal so that they may be sealed with HydroStop°PremiumCoat°Butter Grade Flashing. a Condensate lines must be installed from HVAC units to gutters as Condensate Lines part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. NOTE:For spudded gravel surfaces, please contact GAF Technical Services(800-766-3411). HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 23 Substrate. - o v a Areas of Concern Treatment e Repair all cracked,spalled and open concrete holes with an in-kind cementitious patch.Repair any loose or failed seams with similar materials as originally used.This is commonly a polyurethane Parapet Walls sealant with a closed cell polyethylene backer rod. All parapet wall details within the roof system must be secured and sealed with a 12 inch(305 mm)minimum width of HydroStop°PremiumCoat°Butter Grade Flashing with fabric. v Fabric must be cut around all fasteners so it lies flat. 0 All curb flashings,including cricket details,must be flashed with at least a 12 inch(305 mm)width of HydroStop°PremiumCoat° Curb FlashingsButter Grade Flashing with fabric. o Encapsulate all fasteners using HydroStop°PremiumCoat°Butter Grade Flashing with fabric.Do not bridge fasteners. e Fabric must be cut around all fasteners so it lies flat. e HydroStop®PremiumCoat°Butter Grade Flashing with fabric must be applied around the base of all penetrations,extending at least Penetrations 6 inches(152 mm) up the vertical and 6 inches(152 mm)onto the base. a Cut the fabric to accommodate the shape of the penetration. Curb skylights must be treated in the same fashion as curb flashings. Skylights v After flashing work has been completed and the coating has cured, treat deteriorated fiberglass skylight panels with United Coatings'" Acrysheen Sealer. Pitch Pans • Pitch pans must be capped with sheet metal so that they may be sealed with HydroStop°PremiumCoat°Butter Grade Flashing. o Condensate lines must be installed from HVAC units to gutters as Condensate Lines part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 24 Adhesion Testing Adhesion testing is generally performed to verify the suitability of any substrate to receive a liquid- applied coating system. It is the responsibility of the roofing contractor to determine the suitability of the substrate prior to the application of a liquid-applied coating system. When adhesion tests are conducted: • Test patches shall be labeled and photographed to document adhesion results. • Installer can consult with GAF's Technical Services Department(800-766-3411) concerning all adhesion test results. GAF recommends either of the following test methods: aePatches Overview Patch testing gives information about the bond strength created between a liquid-applied product and a substrate. Installer should prepare no fewer than three(3)test patches at Preparation different locations on the roof for all questionable roof substrates to verify adhesion of the liquid-applied coating system. a Minimum test patch size should be 1 square foot(0.09 square meter). a Allow at least seven(7)full 24 hour days of drying time after Test Method application of the test patches before checking adhesion. a Check adhesion by slicing an"X"(approx.6"[152 mm]in size) near the center of the test patch. Using a spatula,try to remove the material at the center of the .„X» Acceptable Result: a Test patches that show good adhesion will release or chip away from the surface in very small pieces. Unacceptable Result: a Test patches that peel off of the surface and show the underlying substrate reflect poor adhesion. HydroStop®PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 25 st ® 0 ® ° 0 ® (Alternate9 ASTM D903"Peel Adhesion"is found in all roof coating standards and is especially well-suited to field testing with elastomeric Overview materials.Primers and enamels may also be evaluated by a similar test called ASTM D3359`Tape Adhesion."It may also be important to run the test wet;this is called"wet adhesion." a Make a mock-up of the intended coating system on the existing roof surface. a Duplicate any mechanical surface preparation. a Simulate cleaners and power washing. a A worn Scotch-Brite*cleaning pad makes a good power washing Preparation101 simulation. a Prime as specified. a Apply a layer of elastomeric coating to the substrate. a Installer should prepare no fewer than three(3)test patches at different locations on the roof for all questionable roof substrates to verify adhesion of the liquid-applied coating system. Test Method a Wet about 6"(152 mm)of a precut 1"(25 mm)wide by 12"(305 mm) long fabric strip with the coating. a Allow the remaining 6"(152 mm)of the fabric to be available to _ pull on the test sample. a Apply another layer of coating to encapsulate the wetted section of fabric. a Allow to dry.This can be anywhere from 24 hours to 2 weeks. u-sas a In warm weather,1 day may be sufficient. Peal Adh a In cold weather,5 days is often required. a The standard practice is 1 week. a Soak prior to testing(best practice). �- a One hour is usually sufficient;use wet rag and cover with a bucket lid or plastic. a Some coatings like polyvinylidene difluoride(PVDF)or silicone may take longer. a Pre-cut 1"(25 mm)wide strips of butyl tape work faster and can be used in a post installation inspection.A"wet adhesion"version can Optional be accomplished by soaking the roof area first as indicated above, but follow with a towel dry,and then use butyl tape to run the pull test.The butyl tape can be easier to use with a gauge as it will bond to itself making a perfect loop. • • ;1*3 a o • a Use a force gauge such as a digital fish scale or trigger Excellent:Coating tears up the substrate(cohesive pressure gauge. failure of substrate) a A loop,staple or clamp may be used to hold the fabric in Very Good:Most of the coating remains on the the gauge. substrate(cohesive failure of coating) a Pull slowly,the peak value should be above 2 pounds/ Good:Some coating remains on the substrate inch(2 PLI). (partial cohesive failure of coating) Fair:Coating pulls clean but pulls below 2 pounds/ inch(2 PLI) Poor:Test strip comes off easily and cleanly (complete cohesive failure of coating) HydroStop°Premium Coat®Liquid-Applied Roofing(LAR)—Version 1.2 26 Section 3 Quick Specs HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 27 HydroStop° PremiumCoat° Quick Spec Directory Spec Number Substrate Specification Pagp�# HS-1 Metal—HydroStop® PremiumCoat® 29 HS-2 Smooth&Granulated Asphaltic—Hydrostop... PremiumCoat® 30 HS-3 TPO—HydroStop® PremiumCoat® 31 HS-4 PVC—HydroStop° PremiumCoat® 32 HS-5 Hypalon®-HydroStop® PremiumCoat® 33 HS-6 EPDM—HydroStop° PremiumCoat® 34 HS-7 Structural Concrete—HydroStop® PremiumCoat® 35 HS-8 Corrugated Structural Transite Panel—HydroStop® PremiumCoat° 36 HS-9 ISO—HydroStop° PremiumCoat® 37 HS-10 Gypsum (DensDeck&SecuRock)—HydroStop® PremiumCoat® 38 HS-11 Warranty Extension/Renewal—HydroStop° PremiumCoat® 39 Quick Specs are abbreviated specifications and are not meant to replace detailed specifications. Complete 3-part CSI System Specifications are available at www.gaf.com. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 28 QUICK SPEC METAL - HYDROSTOP° PREMIUMCOW (HS-1) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starling the project.Specifications are available at www.gatcom. Method - Use GAF Roof Brush to apply HydroStop® PremiumCoat° Foundation Coat -Spray, roller,or brush apply HydroStop® PremiumCoat° Finish Coat - Roof must be clean,dry,and tight. Requirements -Adhesion test required to ensure proper adhesion to substrate(s). -Apply at 507(10'C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. - GAF recommends that the surface temperature be at or less than 1107(43'C) during application. Application 1.Tighten and/or replace existing fasteners. Instructions 2. Power-wash roof to ensure it is free of dirt,debris,oil, and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC) is recommended to clean the roof.Allow roof to completely dry. 3. Install crickets to divert water and complete other necessary sheet metal repairs. 4. Prime rusty areas with Acrylex 400 Primer or StableRust Rust-Inhibiting Primer. For severe rust,prime area with Lock-Down Primer. 5.Treat seams. 6.Treat all roof penetrations,skylight curbs&rake edges with HydroStop® PremiumCoat® Butter Grade Flashing with fabric. 7. Encapsulate fasteners with HydroStop® HydroCap Fastener Caps or HydroStop® PremiumCoat® Butter Grade Flashing. 8. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 9.Apply HydroStop® PremiumCoat® Foundation Coat and Finish:Coat per the chart below. METAL HYDROSTOP®PREMIUMCOAT®SYSTEM Foundation Coat---]- Finish Coat System Warranty To I e Is) IsfCoat 1,2nd'Coat,3rd:Coat Tbtal Emerald Diamond (Gal ;q (Gal/Sq) (Gal/5iq) (Gal/Sq) (Gal/Sq) Pledkp- Pledge- Horizontal&Vertical Seams w/fabric 2.5 27 0.75 0.75 1.5 13 4.0 40 ;101earYes Yes Field of Roof N/A 0 0.75 0.75 1.5 13 1.5 13 (no fabric) Horizontal&Vertical 2.5 27 1.0 1.0 2.0 17 4.5 44 Seams w/fabric 15 Year Yes Yes Field of Roof (no fabric) N/A 0 1.0 1.0 2.0 17 2.0 17 Horizontal&Vertical 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Seams w/fabric 20 Year Yes Yes Field of Roof (no fabric) N/A 0 1.0 1.0 1.0 3.0 25 3.0 25 *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)-Version 1.2 29 QUICK SPEC SMOOTH & GRANULATED ASPHALTIC- HYDROSTOP° PREMIUMCOAT® (HS-2) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gaf.com. Method • Use GAF Roof Brush to apply HydroStop® PremiumCoat° Foundation Coat •Spray,roller,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements • Moisture survey recommended for all non-metal roofs. • Roof must be clean,dry,and tight. • Adhesion test required to ensure proper adhesion to substrate(s). • Apply at 50'F(10°C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43'C) during application. Application 1. Conduct moisture survey and remove/replace all wet areas. Instructions 2. Repair membrane including seams, penetrations,flashings,curbs,and terminations with like materials. 3. Power-wash roof to ensure it is free of dirt,debris,oil,and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC)is recommended to clean the roof.Allow roof to completely dry. 4. Prime with UniBase Primer. 5.Treat all roof penetrations,drains,curbs,and scuppers. 6. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 7.Apply HydroStop° PremiumCoat® Foundation Coat and Finish Coat per the chart below. SMOOTH AND GRANULATED ASPHALTIC HYDROSTOP®PREMIUMCOAT®SYSTEM 10 25 27 0.75 0.75 1.5 13 4.0 40 Year 15 2.5 .27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year 2. 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 30 QUICK SPEC TPO - HYDROSTOP® PREMIUMCOW (HS-3) (VOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gatcom. Method • Use GAF Roof Brush to apply HydroStop® PremiumCoat® Foundation Coat •Spray, roller,or brush apply HydroStop® PremiumCoat° Finish Coat Requirements s Moisture survey recommended for all non-metal roofs. • Roof must be clean,dry, and tight. •Adhesion test required to ensure proper adhesion to substrate(s). •Apply at 50'F(10°C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43'C) during application. Application 1.Conduct moisture survey and remove/replace all wet areas. Instructions 2. Repair membrane including seams,penetrations,flashings,curbs,and terminations with like materials. 3. Power-wash roof to ensure it is free of dirt,debris,oil,and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC) is recommended to clean the roof.Allow roof to completely dry. 4. Prime with TPO Red Primer. 5.Treat all roof penetrations, drains,curbs,and scuppers. 6. Before applying the HydroStop° PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 7.Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. TPO HYDROSTOP®PREMIUMCOAT®SYSTEM �u_ntl system. Warranty. (With fab1c) ldET. Galt/71�]) (Gal/Sq) o 10 2.5 27 0.75 0.75 1.5 13 4.0 40 Year 15 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year 20 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoW Liquid-Applied Roofing(LAR)—Version 1.2 31 QUICK SPEC PVC - HYDROSTOP° PREMIUMCOAT° (HS-4) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available atwww.gaf.com. Method - Use GAF Roof Brush to apply HydroStop® PremiumCoat° Foundation Coat -Spray, toiler,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements - Moisture survey recommended for all non-metal roofs. - Roof must be clean,dry,and tight. -Adhesion test required to ensure proper adhesion to substrate(s). -Apply at 507(10'C) and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. - GAF recommends that the surface temperature be at or less than 110°F(43*C) during application. Application 1. Conduct moisture survey and remove/replace all wet areas. Instructions 2. Repair membrane including seams, penetrations,flashings,curbs,and terminations with like materials. 3. Power-wash roof to ensure it is free of dirt,debris,oil,and other contaminants that could negatively affect adhesion. United Cleaning Concentrate (UCC) is recommended to clean the roof.Allow roof to completely dry. 4. In most cases,no primer is required for this substrate. 5.Treat all roof penetrations,drains,curbs,and scuppers. 6. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 7.Apply HydroStop® PremiumCoat° Foundation Coat and Finish Coat per the chart below. PVC HYDROSTOP®PREMIUMCOAT®SYSTEM Foundation Coat, (with fabric) Total DFT* 10 2.5 27 0.75 0.75 1.5 134.0 40 Year 15 2 5 27 1.0 1.0 2.0 17 4.5 Year 44 Yes Yes 20 2.5 27 1.0 1.0 1.0 3.0 25 5.5J_ 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop®PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 32 QUICK SPEC HYPALON° - HYDROSTOP° PREMIUMCOW (HS-S) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gaf.com. Method - Use GAF Roof Brush to apply HydroStop° PremiumCoat® Foundation Coat -Spray,roller,or brush apply HydroStop° PremiumCoat® Finish Coat Requirements - Moisture survey recommended for all non-metal roofs. - Roof must be clean,dry,and tight. -Adhesion test required to ensure proper adhesion to substrate(s). - Apply at 50'F(10'C) and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. - GAF recommends that the surface temperature be at or less than 110°F(43'C) during application. Application 1. Conduct moisture survey and remove/replace all wet areas. Instructions 2. Repair membrane including seams, penetrations,flashings,curbs,and terminations with like materials. 3. Power-wash roof to ensure it is free of dirt,debris,oil, and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC)is recommended to clean the roof. Allow roof to completely dry. 4. In most cases,no primer is required for this substrate. 5.Treat all roof penetrations,drains, curbs,and scuppers. 6. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 7.Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. HYPALON® HYDROSTOP°PREMIUMCOAT®SYSTEM :' T0� 2 5 27 0.75 0.75 1.5 13 4.0 40 Year 15 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year 20. Year 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop®PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 33 QUICK SPEC EPDM - HYDROSTOP° PREMIUMCOW (HS-6) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gaf.com. ® Method - Use GAF Roof Brush to apply HydroStop® PremiumCoat° Foundation Coat -Spray,roller,or brush apply HydroStop® PremiumCoat° Finish Coat Requirements - Moisture survey recommended for all non-metal roofs. - Roof must be clean,dry, and tight. -Adhesion test required to ensure proper adhesion to substrate(s). -Apply at 507(10*C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. - GAF recommends that the surface temperature be at or less than 1107(43*C) during application. Application 1. Conduct moisture survey and remove/replace all wet areas. Instructions 2. Repair membrane including seams,penetrations,flashings,curbs, and terminations with like materials. 3.Clean and allow roof to completely dry. 4. Prime using either Adhere-It II or CleanAct Rinsable Primer. 5.Treat all roof penetrations,drains, curbs,and scuppers. 6. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLL Test patches to be applied with system rates listed below. 7.Apply HydroStop® PremiumCoat° Foundation Coat and HydroStop® PremiumCoat® Finish Coat per the chart below. EPDM HYDROSTOP°PREMIUMCOAT®SYSTEM Foundation Coat Finish Coat System warranty. Total Emerald 'Diamond� r 10' 2 5 27 0.75 0.75 1.5 13 4.0 40 Year 15: 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year 20 2.5 F27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop®PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 34 QUICK SPEC STRUCTURAL CONCRETE - HYDROSTOP° PREMIUMCOATO (HS-7) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gaf.com. Method • Use GAF Roof Brush to apply HydroStop® PremiumCoat® Foundation Coat •Spray,roller,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements • Moisture survey recommended for all non-metal roofs. • Roof must be clean,dry, and tight. •Adhesion test required to ensure proper adhesion to substrate(s). •Apply at 50'F(10'C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43'C) during application. • Concrete must be fully cured (typically 28 days). Application 1.Conduct moisture survey to ensure concrete contains less than 8%moisture. Instructions 2. Repair or replace damaged or deteriorated sections with like materials, allowing cementitious products to cure properly. 3. Power-wash roof to ensure it is free of dirt,debris,oil,and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC) is recommended to clean the roof.Allow roof to completely dry. 4. Prime with Epoxy Primer. 5.Treat structural joints with backer rod and compatible sealant. 6.Treat all roof penetrations,drains,curbs,and scuppers. 7. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 8.Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. STRUCTURAL CONCRETE HYDROSTOP®PREMIUMCOAT®SYSTEM 10 2.5 27 0.75 0.75 1.5 13 4.0 40 .Year 15 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year 20 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique&waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 35 QUICK SPEC CORRUGATED STRUCTURAL TRANSITE PANELS- HYDROSTOP® PREMIUMCOATO (HS-8) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gatcom. ® Method • Use GAF Roof Brush to apply HydroStop® PremiumCoat® Foundation Coat •Spray,roller,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements • Moisture survey recommended for all non-metal roofs. • Roof must be clean, dry,and tight. •Adhesion test required to ensure proper adhesion to substrate(s). •Apply at 50"F(10`C) and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43'C) during application. Application 1. Repair or replace damaged or deteriorated sections with like materials,allowing Instructions cementitious products to cure properly. 2. Power-wash roof to ensure it is free of dirt,debris,oil,and other contaminants that could negatively affect adhesion. United Cleaning Concentrate(UCC) is recommended to clean the roof.Allow to completely dry. 3. Prime with Epoxy Primer. 4.Treat expansion joints with backer rod and compatible sealant. Concrete control joints and transite gaps in excess of 1/16"(1.6mm)shall also be caulked. 5.Treat all roof penetrations, drains,curbs,and scuppers. 6. Before applying the HydroStop® PremiumCoat®System, an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLL Test patches to be applied with system rates listed below. 7. Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. CORRUGATED STRUCTURALTRANSITE PANEL HYDROSTOP®PREMIUMCOAT®SYSTEM M Warranty Do 10 2.5 27 0.75 0.75 1.5 13 4.0 40 Year 15• 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes Year_ 20 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°liquid-Applied Roofing(LAR)—Version 1.2 36 QUICK SPEC PO LYISOCYAN U RATE (ISO) - HYDROSTOP° PREMIUMCOW (HS-9) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read'the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gatcom. Method • Use GAF Roof Brush to apply HydroStop° PremiumCoat° Foundation Coat •Spray,roller,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements • Roof must be clean,dry,and tight. •Adhesion test required to ensure proper adhesion to substrate(s). • Recover over an existing roof:one(1)layer of ISO is required. Refer to local building code for further insulation requirements. • New construction or tear-off:one(1) layer of ISO&minimum 1/4"(6.35 mm) gypsum coverboard OR two (2)layers of fully adhered staggered ISO. If the top layer is mechanically attached, plates must be encapsulated with Butter Grade Flashing. •All seams must be treated with Butter Grade w/fabric OR Foundation Coat w/ fabric. •Apply at 507(10'C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43'C) during application. Application 1. Ensure roof is free of dirt,debris,oil,and other contaminants that could Instructions negatively affect adhesion. 2. In most cases, no primer is required for this substrate. 3. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 4.Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. POLYISOCYAN U RATE(ISO) HYDROSTOP®PREMIUMCOAT®SYSTEM Fqundatihn 0a FinishCoat LJ --J 10 2 5 27 "0.75 !! 1.5 13 4.0 40 Year 15 2.5 27 1 1.0 1.0 2.0 17 4.5 44 Yes Yes Year, 20 , 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFTwill vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 37 QUICK SPEC GYPSUM (DensDeck & SecuRock) — HYDROSTOPO PREMIUMCOATO (HS-10) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available at www.gaf.com. Method • Use GAF Roof Brush to apply HydroStop® PremiumCoat® Foundation Coat •Spray,roller,or brush apply HydroStop® PremiumCoat® Finish Coat Requirements • Roof must be clean,dry,and tight. • Adhesion test required to ensure proper adhesion to substrate(s). • If mechanically attached,plates must be encapsulated with Butter Grade Flashing. • All seams are to be treated with Butter Grade w/fabric OR Foundation Coat w/ fabric. •Apply at 50*F(10*C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43*C) during application. Application 1. Ensure roof is free of dirt,debris,oil,and other contaminants that could Instructions negatively affect adhesion. 2. In most cases,no primer is required for this substrate. 3. Before applying the HydroStop® PremiumCoat®System,an adhesion test is required to ensure an adhesion of a minimum of 2.0 PLI.Test patches to be applied with system rates listed below. 4.Apply HydroStop® PremiumCoat® Foundation Coat and Finish Coat per the chart below. GYPSUM(DensDeck&SecuRock) HYDROSTOP®PREMIUMCOAT®SYSTEM Foundation Coat Finish Coat (With fabric), e led:(Gal Pledge-, 10 2.5 27 0.75 0.75 1.5 13 4.0 40 Year -15 Year 2.5 27 1.0 1.0 2.0 17 4.5 44 Yes Yes ._20 Year 2.5 27 1.0 1.0 1.0 3.0 25 5.5 52 *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent on substrate profile,application technique& waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 38 QUICK SPEC WARRANTY EXTENSION/RENEWAL—HYDROSTOP° PREMIUMCOAT° (HS-11) NOTE:The following"Quick Spec"is an abbreviated specification and is not meant to replace the detailed specification. Read the entire 3-Part CSI System Specification prior to starting the project.Specifications are available atwww.gaf.com. Method •Spray, roller,or brush apply HydroStop° PremiumCoat® Finish Coat Requirements •The existing HydroStop° Roofing System will be inspected to determine eligibility for recoat. • Roof must be clean,dry,and tight. •Adhesion test required to ensure proper adhesion to substrate(s). •Apply at 50°F(10'C)and rising with no rain,dew,fog or freezing temperatures in forecast for 24 hours. • GAF recommends that the surface temperature be at or less than 1107(43`C) during application. Application 1. Roof must be inspected before work begins. 2. Ensure roof is free of dirt,debris,oil,and other contaminants that could negatively Instructions affect adhesion. 3.Apply HydroStop® PremiumCoat®System per the chart below. WARRANTY EXTENSION/RENEWAL HYDROSTOP®PREMILIMCOATa SYSTEM Coat Coat Totat DFT*- EmeraldT e go Diamond, is Pledge- ist 1, •'10' 0.75 0.75 1.5 13 Year Yes Yes TS 1.0 1.0 2.0 17 Year *DFT(Dry Film Thickness)is rounded to nearest mil.Actual DFT will vary dependent-on substrate profile, application technique&waste factor.Primer/Base is not included in DFT calculations. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 39 Section 4 Care & Preventative Maintenance HydroStop°Premium Coat°Liquid-Applied Roofing(LAR)—Version 1.2 40 OVERVIEW Due to its constant exposure to heat,cold, ultraviolet radiation, rain, snow, hail, high winds and/or mechanical damage,a roof can be the most vulnerable component of a building's exterior. Despite these negative effects, long-term performance can be enhanced, and major roof problems avoided, through correct design, quality materials, proper installation procedures and workmanship, and a comprehensive roof maintenance program.The cost of a comprehensive maintenance program is minimal compared to the cost of repairing and/or removing and replacing a damaged roofing system. The roofing system is a critical asset in the overall building envelope,and should be treated as such. Identifying and correcting potential problems early is paramount to ensuring that small problems do not become major issues. It is also essential in maintaining the integrity of the roof, protecting the building's contents, and avoiding interruption of the building's intended function. Athorough and consistent maintenance schedule will not only extend the life of the roofing system and lower life cycle and replacement costs, but will help protect other building components as well. UNDERSTANDING THE IMPORTANCE OF PROPER ROOF MAINTENANCE AND REPAIR Like all roofing systems, roofs that have been coated require regular maintenance and repair to enhance long-term service life.The Roof Coatings Manufacturers Association (RCMA) recommends that roofs and coatings be inspected twice each year,generally in the spring and fall,and after any major storms or high speed wind events.Additional coating should be applied as necessary to repair damage to the coating or underlying roofing substrate.Additional coating can also be applied where the existing coating has worn away. Refer to the specific sections of this Manual for more information on coating and re-coating applications. GENERAL CARE & PREVENTATIVE MAINTENANCE The following is a list of general care and maintenance recommendations that will help achieve maximum performance from the roofing system. • Provide proper drainage...to minimize standing water on the roof. Keep the roof surface clean from leaves, pine needles,twigs, paper,accumulated dirt and other debris,which tends to accumulate at and clog drains. Cut back trees or branches growing too close to the roof. Ponding of water on the surface of the roofing system will increase the probability of moisture entering the structure in the event of a puncture or other mechanical damage to the roofing membrane. • Check the building exterior...for settlement or movement.Cracks in the walls are a warning of possible cracks in the roof substrate and flashing. Ensure that overhangs,cornices,fasciae, and edging are in good condition. • Avoid damaging the roofing system by exposing it to any of the following,which could cause premature degradation of the coating or membrane: • Liquids containing petroleum products •Solvents • Grease used for lubricating rooftop units or from restaurant vents • Oils(new or old) used for air conditioning or compressor units • Kitchen waste or other animal fats • Chemicals Hydrokop®PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 41 •The use of catch pans(including proper drainage of these pans or other means of protection) may be used to protect the roofing membrane from exposure to grease,chemicals,and other materials that would otherwise be expelled onto the roof surface. Prolonged exposure to these materials can cause swelling and possible degradation of the roofing system if spills are not removed in a timely manner. • Check for signs of algae, mold, mildew or other plant growth on the roof, particularly in shaded areas that hold water. • Unprotected areas of the roofing system are more susceptible to damage from heavy foot traffic and additional measures must be taken to avoid damage to the system.Contact GAF at 1-800-ROOF-411(1-800-766-3411)for recommendations where heavy foot traffic is expected. • If snow removal is necessary, use plastic shovels and be careful when working around protrusions or other areas where detail work could be damaged. Snow blowers, picks, axes and shovels with sharp edges must not be used on the roof. • Remove foreign debris,such as glass, bolts, nails,screws, metal shavings, and any other materials that may cause punctures or cuts to the liquid-applied coating or roofing system. • Limit roof access. Most roof damage is caused by individuals that are not authorized to access the roof,or by individuals that are not aware of the damage that can be caused when proper precautionary procedures are not followed. Roof access should be strictly limited to authorized personnel and outside personnel should be informed as to the precautions necessary when accessing the roof. Make a log of all visitors and maintenance personnel accessing the roof. • Make sure that maintenance personnel are warned against dropping tools and equipment on the coated roof surface in order to avoid puncturing the membrane.When servicing the rooftop HVAC units, antennas, solar panels,satellite dishes, etc., care should be taken when placing tools, metal doors, lids, pans, or sharp objects on the coating system surface. When moving roof-mounted units or equipment over coated roofs, avoid damage by placing smooth plywood over the coating membrane prior to moving any equipment. • Repair of any damage caused by misuse of the roofing system is the responsibility of the Building Owner.The Building Owner is also responsible for ensuring that any such damage is properly repaired by either the original contractor of record or another GAF-certified contractor. If timely repairs are not made to rectify mechanical damage or other misuse of the roofing system,this can result in the need for major repairs or replacement of the roof or roof coating system at the building owner's sole expense. HydroStop°PremiumCoat©Liquid-Applied Roofing(LAR)—Version 1.2 42 SEMI-ANNUAL INSPECTIONS & MAINTENANCE When conducting a semi-annual inspection,the liquid-applied roofing system or coating may be slippery when wet. Exercise caution when walking on the liquid-applied roof system or coating during or after a rain shower, or if moisture is present in the form of dew,frost or ice. Pay attention while walking on light-colored surfaces as ice or frost build-up may not be as visible as on a dark surface. Semi-Annual Inspection&Maintenance Consist of cleaning the membrane and then a visual examination of the roof coating system.The inspection should include the overall coating condition as well as the integrity of flashings,vent pipes and other protrusions,skylights, drains,gutters, parapet walls and caps,adjacent walls, and mechanical equipment.Also check for evidence of any biological growth or other foreign debris. Preventative Maintenance Program Consists of regularly scheduled inspections and subsequent corrective actions, intended to maximize the life expectancy of the roofing system. It is recommended that preventative maintenance semi- annual inspections be scheduled in the spring and fall. Additional Inspections In addition to the scheduled semi-annual inspection, additional inspections should be scheduled if the roof is exposed to abusive or unusual conditions including but not limited to those listed below. Maintenance programs that include semi-annual inspections can usually be arranged through the installing contractor or another GAF-certified contractor.They can also be performed by a registered roof consultant or other qualified personnel who have been properly trained in liquid-applied roofing systems and safety.These inspections should be attended by the Building Owner and/or in-house maintenance personnel responsible for the roof.Additional roof inspections should be conducted whenever any of the following conditions occur: . 1. Exposure of the roof to severe weather, such as strong winds, hail or continuous heavy rainfall. • Examine the roof for severely ponded areas, accumulated debris, and any damage to building components that may allow moisture to infiltrate the roofing membrane. The coating or liquid-applied system should also be examined in areas where severe conditions may have caused punctures,tears,abrasions or loose coating. 2.After repair or replacement of rooftop equipment, or at any other time when the roof may be exposed to activities from other trades where damage may occur. • Examine the roof for spills,debris, sharp objects, punctures,excessive wear, or other damage caused by heavy traffic or modifications to the roof. Cleaning Procedures WARNING:The liquid-applied roofing system or coating may be slippery when wet. Exercise caution when walking on the liquid-applied roof system during cleaning. 1. Remove any build-up of rocks, branches, leaves, pine needles and otherforeign debris, as well as excessive dirt build-up around drains and other low areas. Use a plastic rake, medium-bristle push brush or other appropriate method for removing accumulated debris from the roof, using the least amount of pressure possible. Remove any excessive build-up or blockage from drains,gutters and downspouts. Ensure that downspouts on multi-level roofs do not dump directly onto the coated roof surface below.Trim any overhanging trees to HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 43 prevent excessive leaf and pine needle accumulation, allowing as much sunlight to the roof as possible to help eliminate mildew and algae growth. 2. Liberally apply GAF United Cleaning Concentrate, diluted at a ratio of 1 part concentrate to 10 parts water, under low pressure to a given section of the roof at the rate of 0.4 to 0.7 gallons per 100 ft' (1.6 to 2.9 L/mz).Allow the cleaner to sit for a minimum of 15 minutes. 3. Make sure that areas where algae, mold, or mildew growth has occurred are thoroughly saturated.These areas should also receive additional scrubbing with a medium to stiff bristle brush to assure the most complete removal possible. 4. Pressure rinse toward the drains using clean water and a 1,200 to 1,500 psi pressure washer. Use a fan tip on the extension wand, held no closerthan 12" (305 mm)from the coated roof surface. Low areas where the dirt has accumulated may require additional agitation using a broom or cleaning pad. IMPORTANT: Roof wash-off catchment systems should be in place when required. Be sure to follow state and local requirements for roof-wash off catchments during the cleaning process. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 44 INSPECTION CHECKLIST Pre-Inspection 1. Prior to the actual roof inspection,a detailed roof plan should be prepared,on which any defects and notes can be recorded. 2. Prior to going onto the roof itself, inspect the underside of the deck (if accessible), as well as the outside of the building. Note any signs of excessive moisture or deterioration.These observations can give clues to not only problems with the roof, but also other conditions affecting the performance of the building envelope. Area of Concern Treatment ✓ Roof Membrane&Flashings • Ensure thatthe overall roof coating membrane is sound and free of mechanical damage,splits,crazing,and cracking.In areas prone to standing water,inspect the coating surface for signs of blisters, delamination,or degradation caused by biological growth. Roof Drains&Scuppers Ensure that roof drains and scuppers are clear and free of all debris to allow for proper drainage.Check drain covers to verify that they are tight and properly fastened.Ensure that the coating around drains and scuppers is sound and free of blisters,tears,and delaminations. Parapet Walls&Caps • Inspect interface between roof deck and parapet walls to ensure that there are no splits or tears,and that the coating membrane is fully- adhered and sound.Examine parapet walls and caps to ensure that there are no cracks or breaks in the substrate or membrane that will allow moisture to enter beneath the coating system. Protrusions Inspect the reinforced coating around all protrusions,such as vent pipes, for any signs of splits,tears or delaminations around the base.Ensure that vent pipes have the proper caps installed.Inspect coating to ensure that it is still self-flashing and secure around the top of all protrusions. Roof Mounted Equipment •All rooftop equipment should be inspected to ensure that it is well- secured to the base risers,and that the coating and reinforcement around the base is sound and free of blisters,tears and delaminations. Skylights •Check the reinforcement around all skylights to ensure that it is sound and free of blisters,tears and delaminations. Other Details •Checkthe bricks and mortar on chimneys,as well as caulking orjoints in metal flashings such as copings,counter-flashings,rooftop units,curbs, caps,expansion joints,etc.Repair or replace caulking as necessary. Moisture Analysis(optional) • If damage has caused concern with moisture penetration into the roof substrate,a non-destructive moisture detection survey can be conducted to provide an accurate analysis.Two common methods are nuclear metering and infrared thermography.A moisture meter probe can also be inserted through the coating;however,this is a destructive method and will require the damage be repaired. Minor Repairs •Areas found to need minor repairs(e.g.,small punctures and tears)during the inspection may be repaired with Roof Mate Butter Grade.More extensive repairs may be treated with Roof Mate Butter Grade product with fabric.For project-specific recommendations,please contact GAF's Technical Services. HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 45 ROOF SPECIFIC LEAK INVESTIGATION On metal decks, it is important to identify the direction of the deck flutes and deck slope. Moisture may infiltrate through the roofing system, migrate in the lower flutes of the deck, and leak inside the building in low areas. On concrete decks or on projects where the existing roofing material is left in place, leaks may result from moisture entrapment in the original installation. On poorly insulated roofing assemblies, leaks may occur as the result of condensation. It is therefore important to determine the leak location and frequency. Sources of air leakage should be sealed if possible. 1. Begin leak investigations by conducting a thorough visual inspection of the general location on the roof where leaks have been detected inside the building. 2. Inspect detail areas such as drains,vents, scuppers, HVAC and other roof-mounted equipment, parapets, ponded water areas,etc. If the roof is dry at the time of investigation, areas where water ponds can be identified by evidence of accumulated residue on roof membrane. 3. Examine lower areas of the roof for moisture beneath the roof coating system (soft insulation can be detected when walking over the roof). 4. Check areas around mechanical rooftop equipment, drains,skylights, roof hatches, expansion joints, pipes,vents, etc.to identify cuts or punctures in the coating membrane. 5. Examine the condition of metal flashings(i.e., edging, coping, expansion joint covers, parapet caps, etc.)for cracks and improperly sealed joints. 6. When a visible source of the leak has not been identified,wet the system at the anticipated leak area with water and examine the interior area for leaks. 7. Often,an inspection of the underside of the deck will reveal signs of water leakage and/or air infiltration. EMERGENCY REPAIRS GAF must be notified of any leaks within 30 days of discovery of a leak or GAF will have no responsibility for making repairs or replacing that portion of the products that leak as a result of a manufacturing defect.The Building Owner may make temporary repairs to minimize damage to the building or its contents in an emergency. Only qualified workers should perform temporary repairs. These repairs will not result in cancellation of the applicable guarantee or warranty as long as they are reasonable and customary and do not result in permanent damage to the GAF roofing materials. When weather conditions permit, permanent repairs should be completed by a GAF-certified contractor at GAF's direction if it is a covered leak or at the building owner's direction for non-covered leaks. Repairs should not be made with asphalt-based products unless a wet patch type product is needed for emergency purposes. If wet patch products are used they must be completely removed at the time permanent repairs are made. HydroStop°PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 46 Temporary Dry Surface Emergency Repairs • Clean the coating surface around the damaged area using GAF United Cleaning Concentrate. • Rinse the area with clean water and allow it to dry. " • Apply HydroStop® PremiumCoat® Butter Grade Flashing and embed with fabric as needed to provide additional strength. Contact GAF Technical Services before any other product is used to confirm its suitability. Specific Repairs to Liquid-Applied Roofing Systems over Spray Polyurethane Foam(SPF)Insulation • Minor breaks in the coating or mechanical damage to sprayed polyurethane foam (SPF) may be repaired with approved urethane caulk and then top-coated with HydroStop® PremiumCoat® Butter Grade Flashing with or without fabric.The damaged foam must be completely cut away prior to repairing. If the repaired area is larger than 2" (51 mm) in diameter, consult GAF Technical Services for proper repair procedures. Note: If silicone is used for repair,the area must be filled with Unisil with Unisil Fibers. • Large blisters that are not leaking but have broken open should be removed and repaired. If the blister has not broken open, GAF recommends leaving it in place. Specific Repairs to Liquid-Applied Roofing Systems Not Over Spray Polyurethane Foam(SPF) Insulation • Repair minor mechanical damage to the liquid-applied coating membrane with HydroStop® PremiumCoat® Butter Grade Flashing and/or approved urethane caulk, and then top-coated with an approved GAF product.The damaged membrane must be completely cut away prior to repairing. If the repaired area is largerthan 2" (51 mm) in diameter, consult GAF Technical Services for proper repair procedures. • If the liquid-applied roofing system incorporates reinforcement fabric,then the repair should use HydroStop® PremiumCoat° Butter Grade Flashing with or without fabric. ROOF ALTERATIONS General GAF must be notified of any planned roof alterations prior to such alterations being made. Coverage under the guarantee or warranty may be jeopardized if: • GAF is not notified of alterations. •The original contractor of record (or another GAF-certified contractor) does not do the required work. • Non-GAF products are used. All alterations must be pre-approved, including but not limited to modifications such as roof-top HVAC units or other equipment, pipes, satellite dishes, antennas, conduit,general penetrations, skylights, etc. NOTE:These maintenance and inspection procedures are provided for guideline use only.Your GAF-certified contractor or professional roof consultant may provide a more detailed maintenance program. Maintain records of roof damage and maintenance inspections for each building roof. HydroStop®Premium Coot®Liquid-Applied Roofing(LAR)—Version 1.2 47 Section 5 Architectural Detail Drawings HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 48 ® n v HydroStop° PremiumCoat° Architectural Design Drawings Substrate Specification- Page# HS-101 Typical Metal Roof Joint Detail 50 HS-102 Section at Vertical Panel Seam 51 HS-104 Deck Joint Stripping Detail 52 HS-201 Standard Drip Edge Detail 53 HS-202 Gutter With Standard Drip Edge Detail 54 HS-203 Concrete Roof Deck Edge Detail 55 HS-300 Alternate Wall Flashing Detail 56 HS-301 Wall Flashing Detail 57 HS-302 Drip Edge Parapet Wall Detail 58 HS-303 Typical Roof Cant At Corner 59 HS-304 Typical Equipment Curb Flashing Detail 60 HS-305 Scupper Detail 61 HS-401 Curb to Curb Expansion Joint Flashing Detail 62 HS-502 Vent-Pipe Flashing Detail 63 HS-503 Vent-Stack Flashing Detail 64 HS-504 Standard Roof Drain Detail 65 HS-505 Exhaust Fan (for Cooking) Flash Detail 66 HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 49 e HYDROSTOP-PREMIUMCOAT®SYSTEM a PER SPECIFICATIONS DECK FASTENER ENCAPSULATED WITH HYDROCAP OR UNICAP VERTICAL SEAM WITH BEAD OF HYDROSTOPY'PREMIUMCOAT®BUTTER GRADE FLASHING L i �z� f'r,•ytif•,: METAL ROOF DECK •`' `':` '`"^'" FABRIC 12'(305 mm)EMBEDDED IN PREMIUMCOAT®FOUNDATION COAT HORIZONTAL SEAM FOUNDATION .tis'—- - %}•a"Y -_ +;fes:;{,ryc.`:; —..'r^. >• — ..T f'a".�:'iii llf+'i�•' `ii' _TS9;.!:-. NOTE: 1.PREPARE ALL SURFACES AS REQUIRED BY GAF SPECIFICATIONS. 2.IF RUST IS PRESENT,PRIME ENTIRE ROOF WITH STABLE RUST PRIMER @ 1/2 GALLON/100 SF MIN COVERAGE. 3.REMOVE LOOSE OR DAMAGED FASTENERS AND REPLACE WITH FASTENERS DESIGNED TO PENETRATE THE DECK AND SUPPORTING MEMBERS WITH NEOPRENE WASHERS AT THE SCREW HEAD. 4.DECK CONFIGURATIONS MAY DIFFER FROM THE DECK PROFILE INDICATED,BUT THE APPLICATION SHALL REMAIN THE SAME. 5.HYDROSTOF'PREMIUMCOAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 6.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. METAL ROOF HORIZONTAL JOINT SYSTEM DRAVMG# DETAIL HS 101 www.peLmm A i Campus Drive FIELD OF ROOF NJ SERIES N.T.S. 12-15-16 a�osa HydroStop°PremiumCoat9 Liquid-Applied Roofing(LAR)—Version 1.2 50 s , HYDROCAP FASTENER COVER OPTION 1 -FULLY EMBEDED IN PREMIUMCOAT° FOUNDATION COAT s BEAD OF HYDROSTOP'"PREMIUMCOAT® BUTTER GRADE FLASHING HYDROSTOP'"PREMIUMCOATaSYSTEM PER SPECIFICATIONS METAL ROOFING FASTENER OPTION 2 UNICAP FASTENER COVER UNITAPE SEAM TAPE HYDROSTOP'PREMIUMCOAT*SYSTEM PER SPECIFICATIONS METAL ROOFING FASTENER NOTE: 1.PREPARE ALL SURFACES AS REQUIRED BY GAF SPECIFICATIONS. 2.IF RUST IS PRESENT,PRIME ENTIRE ROOF WITH STABLE RUST PRIMER @ 200 SF/GAL MIN COVERAGE. 3.REMOVE LOOSE OR DAMAGED FASTENERS AND REPLACE WITH FASTENERS DESIGNED TO PENETRATE THE DECK AND SUPPORTING MEMBERS WITH NEOPRENE WASHERS AT THE SCREW HEAD. 4.METAL DECK CONFIGURATIONS MAY DIFFER FROM THE DECK PROFILE INDICATED,BUT THE APPLICATION SHALL REMAIN THE SAME. 5.HYDROSTOP"PREMIUMCOAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 6.PRIMING-REFER TO HYDROSTOP'"SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING# HYMOSTOF SECTION AT VERTICAL PANEL SEAM HS 102 www.get.com SCALE ISSUE/REVISION DATE 1 Campw Drive FIELD OF ROOF Palpaa^Y.w SERIES N.T.S. 11-1-16 07054 HydroStop®PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 51 FOUNDATION COAT REINFORCING FABRIC FOUNDATION COAT FINISH COAT COMPONENT, COLOR AS SPECIFIED r va DECK MATERIAL WITH STAGGERED JOINTS 6"(152 mm)MINIMUM STRIP OVER ALL DECK JOINTS: FOUNDATION COAT OVER JOINT, REINFORCING FABRIC CENTERED ON JOINT,FOUNDATION COAT OVER FABRIC DECK JOINT NOTE: 1.PREPARE ALL SURFACES IN ACCORDANCE WITH GAF SPECIFICATIONS. 2.ALL JOINTS SHALL BE TIGHT AND STABLE.ALL FASTENERS SHALL BE FLUSH WITH THE DECK. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING# HyDR0S7-'CjP' DECK JOINT STRIPPING DETAIL HS 104 `�'�"w•Y-f— SCALE ISSUEI REVISION DATE i Cern Drive FIELD OF ROOF Perelppeiry.NJ SERIES N.T.S. 12-1-16 o�osa HydroStop°PremiumCoatO Liquid-Applied Roofing(LAR)—Version 1.2 52 FINISH COAT COMPONENT OVER ENTIRE ROOF,COLOR AS SPECIFIED INSULATION ROOF DECKING FOUNDATION COAT,FABRIC,AND FOUNDATION COAT COMPONENTS FROM FIELD OF ROOF 6"(152 mm)WIDE FOUNDATION COAT, FABRIC,AND FOUNDATION COAT COMPONENTS 12'(305 mm)WIDE FOUNDATION COAT, 2"(305 mm) FABRIC,AND FOUNDATION COAT COMPONENTS '(152 mm) FLAT PROFILE PREFINISHED METAL EDGE FLASHING ATTACHED WITH COATED SCREWS @ 3"(76 mm)O.C.STAGGERED CONTINUOUS CLEAT WALL—\ NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECKING PRIMING REQUIREMENTS. srSTBu DRAWING a a 5- PSTANDARD DRIP EDGE DETAIL HS 201 www.gstmm SCALE ISSUE/ IS I Campus Ddva ROOF EDGE Pwmasa•w SERIES N.T.S. 12-15-16 HydroStop°PremiumCoat®Liquid-Applied Roofing(LAR)—Version 1.2 53 a FINISH COAT COMPONENT OVER ENTIRE ROOF,COLOR AS SPECIFIED FOUNDATION COAT,FABRIC,AND FOUNDATION COAT COMPONENTS ON FIELD OF ROOF INSULATION ROOF DECKING 6"(152 mm)WIDE FOUNDATION COAT, FABRIC,AND FOUNDATION COAT COMPONENTS 12"(305 mm)WIDE FOUNDATION COAT, FABRIC,AND FOUNDATION COAT COMPONENTS FLAT PROFILE PREFINISHED METAL EDGE 12"(305 mm FLASHING ATTACHED WITH COATED SCREWS @ 3"(76 mm)O.C.STAGGERED "(152 mm) METAL GUTTER AND SUPPORT BRACKETS CONTINUOUS CLEAT WALL NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECKING PRIMING REQUIREMENTS. GUTTER WITH STANDARD srsffm DRAWING# HYD° I0 3 0P DRIP EDGE DETAIL HS 202 .� I Dmpm Dare ROOF EDGE Paralopa^y•NJ SERIES N.T.S. 12-15-16 D7064 HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 54 , v CONCRETE ROOF DECK COVER WITH"BARRIERGUARD' SLURRY OVER BARE CONCRETE PREMIUM COAT SYSTEM: FOUNDATION COAT,FABRIC, FOUNDATION COAT,AND FINISH COAT OVER ENTIRE ROOF FIELD LAP PREMIUM COAT SYSTEM COMPONENTS FROM THE ROOF FIELD OVER EDGE DETAIL "(203 mm) FOUNDATION COAT,12"(305 mm) FABRIC,AND FOUNDATION COAT COMPONENTS COVER ENTIRE EXPOSED EDGE WALL NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. y CONCRETE ROOF DECK SYS MA CanHnN�a ��_`r' EDGE DETAIL HS 2�3 www.w.- REVISION DATE 1 Cemp,soma ROOF EDGE Palo= SERIES N.T.S. 12-15-16 mas4 HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 55 d s ® WALL OF FLUTED CMU TAKE FOUNDATION COAT,12" (305 mm)WIDE FABRIC,AND FOUNDATION COAT COMPONENTS AND TERMINATE 6"(152 mm)MIN VERTICALLY ON WALL FOUNDATION COAT,FABRIC, FOUNDATION COAT,AND FINISH COAT -FZ . SECTION WALL OF FLUTED CMU TAKE FOUNDATION COAT,12" (305 mm)WIDE FABRIC,AND FOUNDATION COAT COMPONENTS AND E z E TERMINATE 6"(152 mm)MIN cm 2 E VERTICALLY ON WALL S1 SLOPED METAL ROOF J.- Wpm ELEVATION NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS,AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING HYM0370F' ALTERNATE WALL FLASHING DETAIL HS 300 .�� t campus Drove WALL&CURB PaslppmV•NJ SERIES N.T.S. 12-1-16 070% HydroStop0 PremiumCoat°Liquid-Applied Roofing(LAR)-Version 1.2 56 OPTIONAL METAL COPING ASSEMBLY TAKE ENTIRE SYSTEM COMPLETELY OVER TOP OF PARAPET FINISH COAT OVER ENTIRE ROOF; FINISHED SPECIFIED COLOR FOUNDATION COAT,FABRIC AND FOUNDATION COMPONENTS TAKE 12"(305 mm)WIDE FOUNDATION COAT,FABRIC AND FOUNDATION COAT COMPONENTS UP CANT AND TERMINATE VERTICALLY ON PARAPET FOUNDATION COAT,FABRIC AND FOUNDATION COAT COMPONENTS EXISTING ROOF DECK AND INSULATION SYSTEM WITH OR WITHOUT CANT STRIP NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS,AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING H HYDM-370F WALL FLASHING DETAIL HS 301 vnnv.go.ca. SCALE ISSUEs I Campus Drive WALL&CURB Parsippany,NJ SERIES N.T.S. 12-1-16 07054 HydroStop°PremiumCoot°Liquid-Applied Roofing(LAR)—Version 1.2 57 it A TAKE ENTIRE SYSTEM COMPLETELY OVER TOP OF PARAPET OR METAL COPING FINISH COAT OVER ENTIRE ROOF FOUNDATION COAT,FABRIC AND FOUNDATION COMPONENTS CENTER 12"(305 mm)WIDE FOUNDATION COAT,FABRIC AND FOUNDATION COAT COMPONENTS OVER CANT FOUNDATION COAT,FABRIC AND FOUNDATION COAT COMPONENTS INSULATION EXISTING ROOF DECK AND INSULATION SYSTEM WITH OR WITHOUT CANT STRIP NOTE: 1.PREPARE ALL SURFACES IN ACCORDANCE WITH GAF SPECIFICATIONS. 2.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. ' 3.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING ® HyDWSTA10F DRIP EDGE PARAPET WALL DETAIL HS 302 SCALE ISSUE Dames DM" WALL&CURB R persopany. SERIES N.T.S. 12-1-16 07054 HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 58 e , IT(305 mm)X 12'(305 mm) REINFORCING FABRIC,CUT TO FIT INTO CORNER r '' TAKE CUT UP TO TOP OF CANT DIMENSION 2: ��_?,' ENLARGED AREA '%- '% �'•�: ROOF PARAPET AT CORNER TOP OF FABRIC START OF CUT REINFORCING FABRIC,CUT TO FIT TIGHT AT CANT AND TO OVERLAP ON ROOF r ♦ �'t..'_,:: �moi;;-..�..:. ?``':.::., ;vet r. ��- w'r`r^ "•:n.=.- ay.,:,s.>;a_.,, .'.i•C W YV f0 la -. M.51'v'1]<LS,'.: :a'j:>Tr�•a rti±,i�.v1.",x.:.-:' • s.r i`�r'.`y�•�_'�q .�"fit--t�T. \l''^:'�=""'=.�•> .�`,:.i,•.•.. N�.Myvi:l:�( �, (i1•�A •w.•�,( ivy..i'`L��: ISOMETRIC VIEW wifNw4�..:�y'4r hilt*. / i \ NOTE: 1.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 2.PRIMING-REFER TO HYDROSTOPO SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING e R�a `P. TYPICAL ROOF CANT AT CORNER FIS 303 vnvw.gdmn SCALE ISSUE/REVISION DATE T C»mPLm DrIm WALL&CURB Pardppany,NJ SERIES N.T.S. 12-1-16 07054 HydroStopO PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 59 a MECHANICAL EQUIPMENT EQUIPMENT CURB AT MIN.OF 8' (203 mm)ABOVE ROOF LINE FINISH COAT COMPONENT COVER ENTIRE ROOF;COLOR AS SPECIFIED FOUNDATION COAT,FABRIC, FOUNDATION COAT,AND FINISH COAT 12'FOUNDATION COAT,FABRIC, AND FOUNDATION COAT COMPONENTS ROOF DECK CONSTRUCTION EQUIPMENT UNIT MOUNTED ON ROOF ' i4F..•1'TY�T�nVry^ry\•4`•s��"p'�T•yiile!1..`.. .-iif��.'.``''1�,y.,�.�'.�'.' rel�#`1-.y<��•\�(wnth Y•!1 '�yi•-M:yl..W .��Tl^-�a'peW�Kyh\�W _ NOTE: 'J- 1.THIS DETAIL IS A TYPICAL FLASHING DETAIL AT EQUIPMENT CURBS. 2.PREPARE THE ROOF SURFACE AS PER GAF SPECIFICATIONS PRIOR TO APPLICATION OF ROOF COATING. 3.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 4.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 5.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. HyDf® ,: 0E- TYPICAL EQUIPMENT CURB SYSTEM DRAwINca HS 304 FLASHING DETAIL www.gatmm SCALE ISSUE1 REVISION DATE 1 Campus 131`7 WALL&CURB � PaBeny,Na SERIES N.T.S. 12-1-16 moss HydroStop0 Premium Coat°Liquid-Applied Roofing(LAR)—Version 1.2 60 I ISOMETRIC I INSTALL APPROPRIATE SEALANT (E.G.,POLYURETHANE)AND TOOL TO FACILITATE WATER RUNOFF TERMINATION OF MEMBRANE FLASHING WILL VARY SHEET METAL SCUPPER SOLDEREDMELDED;SECURED TO WALL AND DECK OF OPTIONAL WOOD BLOCKING FOUNDATION COAT,FABRIC, C",---FINISH COAT COMPONENT OVER ENTIRE ROOF,FINISH IN SPECIFIED COLOR FOUNDATION COAT,FABRIC, AND FOUNDATION COAT COMPONENTS i ROOFDECK NOTE: SYSTEM DRAWING# HYDROSM,F)' SCUPPER DETAIL HS 305 vnnv.paLcan SCALE ISSUE/REVISION DATE Campus Drive WALL&CURB Parsippany.NJ SERIES N.T.S. 6-1-16 oTosa HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 61 d SHEET METAL FLASHING FINISH COAT COMPONENT OVER ENTIRE ROOF,COLOR AS SPECIFIED ROOF E.J.CURB FOUNDATION COAT,FABRIC, AND FOUNDATION COAT COMPONENTS INSULATION ROOF DECKING 4" (102 mm) MIN. NOTE: 1.PREPARE ALL SURFACES IN ACCORDANCE WITH GAF SPECIFICATIONS. 2.SHEET METAL FLASHING AND EXPANSION JOINT DESIGN PROFILE TO BE DETERMINED BY ROOF DESIGNER. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. CURB TO CURB EXPANSION JOINT SYSTEM DRAWING# HYD' I FLASHING DETAIL HS 401 www.paLmm SCALE ISSUE/REVISION DATE I ceMPn DM EXPANSION JOINT P •w. SERIES N.T.S. 12-1-16 07W HydroStop°Premium Coat Liquid-Applied Roofing(LAR)—Version 1.2 62 STANDARD PREMIUM COAT ROOF SYSTEM REINFORCING FABRIC PIPE WRAP a 12"(305 mm)x 12"(305 mm) REINFORCING FABRIC OVER PIPE WRAP PLAN VIEW METAL OR PLASTIC VENT PIPE PENETRATING ROOF MEMBRANE --- STORM COLLAR,IF REQUIRED FINISH COAT COMPONENT OVER ENTIRE ROOF FOUNDATION COAT,12"(305 mm) E FABRIC,AND FOUNDATION COAT E Z COMPONENTS PLACE ADDITIONAL LAYERS OF REINFORCING FABRIC AT -- PENETRATION BASE,AS SHOWN ROOF DECK AND INSULATION SECTION VIEW SYSTEM FOUNDATION COAT,FABRIC, AND FOUNDATION COAT COMPONENTS NOTE: 1.THIS DETAIL IS A TYPICAL PENETRATION DETAIL APPLICABLE FOR ALL COLD PIPE PENETRATIONS.FOR HOT PIPE PENETRATIONS,CONTACT THE MANUFACTURER FOR REQUIREMENTS. 2.FOR PIPE PENETRATIONS THAT EXCEED 18"(457 mm)ABOVE THE ROOF SURFACE,A STORM COLLAR SHALL BE USED WITH A DRAW BAND AND CAULKING.THE ROOF COATING SHALL EXTEND 8"(203 mm) MINIMUM UP THE PENETRATION SURFACE AS INDICATED IN THIS DETAIL. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS.ALL GUTTER SEAMS ARE TREATED WITH FOUNDATION COAT AND 4"(102 mm)OR 6"(152 mm)FABRIC DEPENDING ON PROFILE OF THE GUTTER(CONTACT TECHNICAL SERVICES). 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING HYDMF710-17 VENT-PIPE FLASHING DETAIL HS 502 www.Qef.mm SCALE ISSUE/REVISION DATE t Campus D"s ROOF PENETRATION .41p.l.NJ SERIES N.T.S. 12-1-16 07M HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 63 12"(305 mm)WIDE FABRIC AND FOUNDATION COAT(2 COATS) SPLICED OVER FLAT METAL FLASHING COLOR AS SPECIFIED FLAT METAL PIPE FLASHING .. ........ . .. ................ VENT!STACK PIPE {"""'" RUBBER CASING --- :-.. --= .. .{.. ........ . .{. �•: ... ... ... ----------------- VENT/ STACK PIPE RUBBER CASING FOUNDATION COAT,FABRIC, FOUNDATION COAT,AND FINISH COAT FLAT METAL PIPE FLASHING I I I I I I I I I I I I I I I I I I NOTE: 1.ALL FLASHING SHALL BE DESIGNED FOR THE APPLICABLE CONDITIONS.METAL THICKNESS, FASTENERS,AND LAPPING SHALL BE AS SPECIFIED BY THE ROOF DESIGNER. 2.REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 3.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 4.PRIMING-REFER TO HYDROSTOPS SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING# ® HYDRO-57 VENT-STACK FLASHING DETAIL FIS 503 www.paLmm SCALE ISSUE/REVISION DATE I campus Drive ROOF PENETRATION Parsippany.NJ SERIES N.T.S. 12-1-16 07056 HydroStop 01 Premium Coat°Liquid-Applied Roofing(LAR)—Version 1.2 64 ' o FINISH COAT FOUNDATION COAT,FABRIC, FOUNDATION COAT TAPERED INSULATION ROOF DRAIN TO BE INSTALLED AS REQUIRED BY MANUFACTURER ROOF DECKING NOTE: 1.ROOFING MEMBRANE SHALL EXTEND UNDER THE ROOF DRAIN COMPRESSION CLAMP RING. 2.ALL DRAIN COMPONENTS SHALL BE MADE OF CAST IRON UNLESS APPROVED BY THE ROOF MEMBRANE MANUFACTURER TO USE ANOTHER MATERIAL. 3. SLOPE INSULATION TOWARDS DRAIN. 4.PRIMING-REFER TO HYDROSTOP®SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. SYSTEM DRAWING# H"RO=' STANDARD ROOF DRAIN DETAIL FIS 504 wMw.eatmm SCALE ISSUE/REVISION DATE campm onus ROOF PENETRATION PmIPpwW,KJ SERIES N.T.S. 6-1-16 01054 HydroStopO PremiumCoatO Liquid-Applied Roofing(LAR)—Version 1.2 65 it i it MECHANICAL EXHAUST FAN UNIT FAN CURB AT MIN.OF 8"(203 mm) ABOVE ROOF LINE FINISH COAT COMPONENT COVER ENTIRE ROOF;COLOR AS SPECIFIED 36'(914 mm)"BARRIERGUARD' SYSTEM 12'FOUNDATION COAT,FABRIC, AND FOUNDATION COAT COMPONENTS FOUNDATION COAT,FABRIC, FOUNDATION COAT,AND FINISH COAT 36"(914 mm) CONSTRUCTION ' :.;ice ::'�•:''E;;:.s� : EXHAUST FAN UNIT MOUNTED t ' l ON ROOF '`4 '; • M ': PROVIDE"BARRIERGUARD" SYSTEM ALL AROUND FAN UNIT Air EXTENDING 36"(914 mm)OUT FROM FACE OF CURB ON ALL SIDES. NOTE: 1.THIS DETAIL IS A TYPICAL FLASHING DETAIL AT EXHAUST FANS FOR COOKING."BARRIERGUARD" SYSTEM IS NOT USED FOR STANDARD EXHAUST FANS. 2.PREPARE THE ROOF SURFACE AS PER GAF SPECIFICATIONS PRIOR TO APPLICATION OF ROOF COATING. 3. REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS. 4.PREMIUM COAT®SYSTEM-FOUNDATION COAT,FABRIC,FOUNDATION COAT,AND FINISH COAT COMPONENTS. 5.PRIMING-REFER TO HYDROSTOP"SPECIFICATIONS FOR DECK PRIMING REQUIREMENTS. EXHAUST FAN (FOR COOKING) SYSTEM DRAWINGO �� ' � FLASH DETAIL HS 505 s 5 www.ad— SCALE ISSUFJ REVISION DATE CaMPUS Dd" ROOF PENETRATION P81 ny.NJ SERIES N.T.S. 12-1-16 oTosa HydroStop°PremiumCoat°Liquid-Applied Roofing(LAR)—Version 1.2 66 NOTES HydroStop°PremiumCoot°Liquid-Applied Roofing(LAR)—Version 1.2 67 NOTES HydroStop°Premium Coat°Liquid-Applied Roofing(LAR)—Version 1.2 68 GAF r , r =17 GAF 1118 9878 C(W.COI 6 D- W .. 3y ?S1-1yrl�� J Cash Register " City of Atlantic Beach • • DESCRIPTION i • • • , PermitTRAK $55.00 RES18-0056 Address: 158 16TH ST APN: 171879 0000 $55.00 TIE DOWN FRAMING 06/12/2018 MJ $55.00 TIE DOWN FRAMING 06/12/2018 MJ 45500003221002 0 $55.00 • 11 CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEAC,FL 32233 06J14/2018 12:04:29 CREDIT CARD VISA SALE ,::ARD# 'OXXX)00(=4939 INVOICE 0005 :EQ#: 0005 Bad#: 000619 tpproval Code: 394537 Entry Method: Manual Mode: Online Tax Amount: $0 00 ::ard Code: M :SALE AMOUNT $551 CUSTOMER COPY Date Paid:Thursday,June 14, 2018 Paid By: OSSI CONTRACTING LLC Cashier: CB Pay Method: CREDIT CARD 344537 Z Printed:Thursday,June 14,2018 12:05 PM 1 of 1 TKAK,T