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390 PLAZA RES18-0143 NEW HOME PERMIT 41 .11-1,`1 r _ CITY OF ATLANTIC BEACH ;,-.t,,,;.,._, •.... 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: RES18-0143 Description: new single-family home Estimated Value: 352707.55 Issue Date: 9/28/2018 Expiration Date: 3/27/2019 PROPERTY ADDRESS: Address: 390 PLAZA RE Number: 169981 0000 PROPERTY OWNER: Name: WEBER JULIEANN E Address: 124 14TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: OSSI CONTRACTING LLC Address: 1112 3RD ST JACK OSSI JR NEPTUNE BEACH, FL 32266 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RES18-0143 View Report 1 of 2 ' 0 100% V Find I Next hit kir, kg Permit Conditions City of Atlantic Beach Permit Number:RES18-0143 Description:new single-family home Applied:4/18/2018 Approved:9/11/2018 Site Address:390 PLAZA Issued:9/28/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:WEBER JULIEANN E Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED SATISFY NO : ADDED DATE : DATE DATE TYPE : STATUS : DEPARTMENT: CONTACT : REMARKS : 1 4/23/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 4/23/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 4/23/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 4/24/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 5 4/24/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 9/28/2018 Permit Conditions Page 2 of 2 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. 6 4/24/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 7 4/24/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 8 4/24/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. as Printed:Friday,28 September,2018 TT 1 of 2 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 9/28/2018 ar'A47ri,� City of Atlantic Beach APPLICATION NUMBER J� JP' J� Building Department (To be assigned by the Building Department.) v 800 Seminole Road Q 5..,. 0 Atlantic Beach, Florida 32233-5445 r S " (� ( �( 3 , t Phone(904)247-5826 • Fax(904)247-5845 f ,,; y' E-mail: building-dept@coab.us Date routed: ( l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 L 1 l( o Department review required Yes No ,� 1 4,10 I. Applicant: V S S � Cz(�`Kct cA,rl l Planning &Zonii (` Tree •dministra or Project: r\,QL-.) c,• Q - t�d.(Y1i "Mk ' • '"fl CITY OF ATLANTIC BEACH r, it 800 Seminole Road Atlantic Beach,Florida 32233 7 REVISION REQUEST/CORRECTIONS TO PLAN REVIEOMMENTS k0I1% — COrWtt.CAvr 0( 511- ; n S;- ( P1C4 (\LAUW f OA,01 Date 2/1511Y Revision to Issued Permit Corrections to Comments/ Permit # -St Y. "O Project Address 3 0 '12(6-7 A Contractor/Contact Name _ L z /�"� 0 SS a SS ; e v/V ��g A"G ` J Phone Qc) y & 0 -3/(25 Email —1 : Us S- —1/5-/ ii %/ ,C' Description of Proposed Revi.si n/Corre tions: Permit Fee D - $ 50.00 - k4e-Ch344L &NA 4 6. 4- ry. te7 il‘_J , Dee-k i_.)rp, i 3 i„,b,.. ,,,,, t.,./0,4. cf ,,,,,,,ik, e-L r! Additional Inf as in Building va e $ Additional S.F. By signing belo Q. s4.- affirm the Revision is inclusive of the proposed changes. (printed name) / 8 Signature o '' tractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments D- - t Review Required: Building Planning oning g- Reviewed By Tree Adminis ra or PubHiiitiesc !p ` /4/*/ Public Safety Date Fire Services ' it it ', CITY OF ATLANTIC BEACH 800 Seminole Road ii f,,, �, li. Atlantic Beach,Florida 32233 s yw REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date m- ` K Revision to Issued Permi Corrections to Comment Permit# fC ts i L — d (`'� Project Address 31,O k Contractor/Contact Name 7at1-c/ 0 S 5 . 55 t Phone0 2 5K_C-3 oY Email mac-(/_ e G s 5 r t�e✓ l 0 P(^--•c., - Cu Description of Proposed Revision/Corrections: Permit Fee Du $ SI, OC) 5- (.„,,..k(A__„ ,, ,7! 7„...^ �,i L L. `�<<f Vr'C w..-( C t.-l...,-h.-4 Additional Increase in Building Value $ Additional S.F. By s' •'-:below,I affirm the Revision is inclusive of the proposed changes. .-rinted name) -"Air 6 4//,?7 ig atu 4T-Contrac • gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments % ,e QacCof rib perm ,,II 4p Irk hart 124cia J-` Department Review Required: 4LiI il'‘..3 - Planning & Zoningviewed By Tree Administrator Public Works Public Utilities 6-16 -0 p/ - Public Safety Date Fire Services yL�Je r ist f f,.. � J � `S J CITY OF ATLANTIC BEACH — s) 800 SEMINOLE ROAD \9 =5 ATLANTIC BEACH, FL 32233 (904) 247-5800 r/U16!) BUILDING REVIEW COMMENTS Date: 6/1/2018 Permit#: RES18-0143 Site Address: 390 PLAZA Review Status: denied RE#: 169981 0000 Applicant: OSSI CONTRACTING LLC Property Owner: WEBER JULIEANN E Email:jack@ossidevelopment.com Email: Phone: 9046103195 Phone: 9046103195 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. Correct) omments: 1. have 2 copies of the surveys submitted. Printed on the survey is a message" Not valid without signature and the original ised seal of a Florida Licensed Surveyor and Mapper".Come and retrieve the surveys to get them both signed and sealed. Building l'`- C- 6-6-20c Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 4 (6- 1- 20 t di •VVy 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. I'Ir7p� /-''''''�s • 4 CITY OF ATLANTIC BEACH :!% 4 800 Seminole Road : Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dat--�— V'evision to Issued Permit Corrections to Comments Permit# Project Address p 4_3vo Contractor/Contact Name 0 :— -) - Cr.> n kir el))17 G /L� Phone i D 1 • & /1- 3/ S Email V it_eAe )J r ,).:v"/o,O,'a-.-v I GUS Description of Proposed Revision/Corrections: Permit Fee Due , © 0 ' r SIJ : { , at! S • tom_ qk G` s ,2,0 t -\r —s4c c cL s z 4/c 8 Additional Increase in Building Value $ Additional S.F. C) Bysigning below,I g g Mk � 6 S, affirm the Revision is inclusive of the pr posed changes. (printed name) 1/-- Signature of A •r/••gent(Contractor must sign if increase in valuation) Date 2_7,er (Office Use Only) Approved Denied \------- Not Applicable to Department Revision/Plan Review Comments S yr v ei S no 7l vet l,-0 tit.i )'Uv t S is "a I ii- 4 Seal, Department Review Required: Bu' anninq &Zoning,_,_. )7-Reviewed By Tree inistrator Public Works �1 p/ Public Utilities 6— I—.70/ o Public Safety Date Fire Services ,. t,,7 $ I-)S ; CITY OF ATLANTIC BEACH �r 800 Seminole Road �, ,, '. Atlantic Beach,Florida 32233 toy: fil" REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3 / g Revision to Issued Permit Corrections to Comments Permit# C-F.5 i p- ®/ s Project Address / J P74-Zi9- Contractor/Contact Name (.> c 17 G ` L / \ two S,~ Phone Qv y-- 6/6 -3/93 Email J Pct4 ,26 a:60 tiff 1_,,e„.....„../. /6,, Description of Proposed Revision/Corrections: Permit Fee Du $ d 0 410. C v G{tthJn14 Additional Increase in Building Value $ `� Additional S.F. By signing below,I � /IIS 0 ZS S.. affirm the Revision is inclusive o the proposed changes. (printed name) A • Signature of Cont • 'gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied X1 Not Applicable to Department Revision/Plan Review Comments S'uryey S ,w/4 st5p eel ao 3evdec/ , 11 1h of vats`ei �� r De•artment Review Required: Build -141 .i:nnm• &Zoning - V ,..� Reviewed By Tree Administrator V Public Works 'J Public Utilities 6-i-3O/ Public Safety IA AY 2 9 2018 ( ,� Date Fire Services L-J RECEIVED 4, A. CITY OF ATLANTIC BEACH 800 Seminole Road MAY - 3 2018 Atlantic Beach,Florida 32233 Building Department�� ll__ REVISION REQUEST/Q1 C 9 ! H PEkN REVIEW COMMENTS Date jl31[ Revision toIssued Permit Corrections to Comments / ermit# t- pl 4, Project Address 3 q D ?t A f lc.�^ \-•"c tic t.+.� Contractor/Contact Name O55 CO•-\-E t L t- .z" ( 5 k L 0 5 sr Phone gvcl - 2- — G 70 « Email e o 55• (Ac ✓c-loPc Description of Proposed Revision/Corrections: Permit Fee Du $ 50. O 6 Additional Increase in Building Value $. Additional S.F. By signing below,I iiTCk � affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contr /Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied X Not Applicable to Department Revision/Plan Rview C mments K�4' /n CR-t It-to ort -R Spiral Poa.1 f or-e6 oNn 4-0 Rov'..o/ s a-r p JG n /FF E De artment Review Required: Building Planning & Zoning iewed By Tree Administrator Public Works T--99-2U! Public Utilities Public Safety Date Fire Services - AJ` r jrfc �s r '' � % S � '\ CITY OF ATLANTIC BEACH ""' f 800 SEMINOLE ROAD \\,, , _j ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 519/2018 Permit#: RES18-0143 Site Address: 390 PLA Review Status: RE#: 169981 0000 Applicant: OSSI CONTRACTING LLC Property Owner: WEBER JULIEANN E Email:jack@ossidevelopment.com Email: Phone: 9046103195 Phone: 9046103195 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: 2"a Review-r----- 1. eview:-1. he ICC-ES Listing Report for the spray foam insulation mentions the ICC-ES Evaluation Rep. (ESR-3102). We will need this report. 2 copies. Also mentioned in the ESL-1095 report submitted, r Installation, is the BASF Corporati. s' • . ' .-• '. -7.. . . • '• . i •• • . . . . . .lica. - • ides. W:.".__._. - . . .•- of ' Rt C. W ` '_ , %V2Yli In speaking with you to•ay we are in agreement concerning the need for a TOPO survey; and that yo. correct the recently submitted survey site plan to show minimum F.F.E. at the split levels. Thanks for your help on this Jack. 51211.1Y S"vty Pe G %'is d b.-1" nJ1 Vto 54.4"...f.• nv .sr6►►0' Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: ,�' ' '' `S� CITY OF ATLANTIC BEACH "' 800 SEMINOLE ROAD +�' F ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 4/27/2018 Permit#: RES18-0143 Site Address: 390 PLAZA Review Status: RE#: 169981 0000 Applicant: OSSI CONTRACTING LLC Property Owner: WEBER JULIEANN E Email:jack@ossidevelopment.com Email: Phone: 9046103195 Phone: 9046103195 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: 2. _ - ._i•. I • .. 4. .',-. -- •.mow. - I : ,rows-:.:;.=:. • 3. - . • . .• - •. I • . . • •. . . '• .I . • .I - • • •. . • .. - .•. A r- '. . : . ••rova or a separ. -.. -_ . .. . - -- • . •• . .. . __ . . Z`R . I. .• •• • • • - - Resort o 1•JYZ•Im .....m.n••••not•l•laimi(•Tfrp . • • - • 'I' . ' - • •• •• - ' . -• - . .- I . .- - -. ! A i A . .11 _ - . , :ZI,IJ. i . . - need to . . - - • .e. • .. . rnq/z ` 7 5714 ovf siIA, /-)A r), 5-9'-7o3- Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us E Yn A i leo/ /R e v, c L., (v y,,, WA--P,1 4- S'/2/2Oi 8 "71'i)/ Resubmittal Notes: „-c-,,,,,, , Building Permit Application Updated 12/8/17 -i City of Atlantic Beach -,,;, 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 APR 1 7 82018 Job Address: A qv 71'2 At_i”.n.E•'c ilDe_a-Lt. 3 2233 Permit Number: . SL p — 0 1 '--(3(3 Legal Description lir-v-1 (1 L �O I- `'A 3 L L(- 76( 1 9 c" RE# /6 /9(Y/—O 000 r Valuation of Work(Replacement Cost)$ SSC)/ OCA) Heated/Cooled SF c/4";G--) Non Heated/Cooled // 711- • Class of Work(Circle one): Ie r Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • 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: 4,/CLa Camel. $ - riser:. 0,,\ 140 rt Florida Product Approval# for multiple products use product approval form Property Owner Information Name: 6,+1a-S -6' 5ut, c wefts Address: t 2 Li 1 U k'1 S r City A-�ku.A,\•--4- aCu �tn State (-� Zip -V2-"z 3 Z Phone Cgv't) _ z.at - Y477 E-Mail %c .Lt,.- ,t' F° y ,- 't - c _,-, Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: C)SS; COn,-r'u-c 6,^ Qualifying Agent: 5 -(-t K s s , Address II2 -3.4A- $k Si>Lt - y City A1 .-P - 1C 04q,r-r- State frL Zip 322cc Office Phone C(Ot-I - 6 to- 31 a5 Job Site/Contact Number gout- 67to 3 t 4.5 'State Certification/Registration# CGS l <<-(C)I ci. E-Mail 7,t Lk poss•` -cv:_(c P.'-c- • c_c,,i- Architect Name&Phone# OS--f ,:")c 5 .7,1--s Engineer's Name&Phone# /J)u .o n,k-,9 L) p or caGt. Workers Compensation C )y .i u,t --0,-0(.,.4i4- 06 R 1 l r r 6 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. 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. 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 FINANCI G, C N ULT WITH YOUR LENDER OR Ay O ' EY BEFORE RECORDING Ye • • rT! O COMMENCEMENT. - ot k.....„----- 7, (Signature of Owner or Agent) Signature of Contractor) (including contractor) S14113 ' ned d swore to affirme• •re met is day of Si-neds sworn t aaffirmed) before me this/, day of OM'/ by 1 ., �iln� .a a •NW by I L C turanf Notaor1Si nature of Notary) g ' ���^'�a, r ENURA N F TSON ` — a" �•��rnpe.,�� .��ur�•,,, ntw:.RA N ROBERTSON Personally Known OR ( 1 `o, Nola' Public-Stati ut Florfd� [ Personally Known OR 1 •_1►r'YP�e,., , Commission N GG 056117 „,r r rhl,; -Slate of f10 116 [ ]Produced Identification' •' 'B [ ]Produced Identificatior# u �r ;'nmir �nm w a 05611T Type of Identification: , ‘2•4"•••:'-j,,,,:;* My Comm.Expires Dec 19,2020 Type of Identification: di ,. r r Bonded through National Notary Ater. , or I h°:„ •� 1. .ora'.1o11•r Ann. 1PP,N: (*) PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) 3/O5 3 Non-Habitable Space (ft") /I 7 a I LAND INFORMATION: Zoning District Flood Zone X Minimum FFE9fbposeci ' '7/7,/7 CNM/0 E) BUILDING INFORMATION: Construction Type V' i3 Occupancy Group S, n1{ Fqn-Cdy Number of Stories 5/0/ , 4 teve` Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 Perini `/QaS1cP - o/5 ' OFFICE COPY NOTICE OF COMMENCEMENT State of F� Tax Folio No. County of pv va I To Whom It May Concern; The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: i • 6 q /b - Z 5 — z q P. ' 2 o Address of property being improved: 3 4 0 •10._2 c. ,-.4- gL 32.7 3 3 General description of improvements: n/e,LA, 6041,5 i.a., C,r ,'0" Owner: (tnc-iv-tis 6 5L-A.;.`e LJ tbtr Address: Owner's interest in site of the improvement: l 13"~ F` k Ft. 322 Fee Simple Titleholder(if other than owner): Name: Contractor: 0557. Lo evcr�`� Address: ILL '3e- 5-t- S — Telephone No.: Qom— 'a 5 —G Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices orother documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from e dat of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER SigneDate: ' I ' (( 2 /�( O`u Doc#2018089341,OR BK 18352 Page 2157, Before me this day of 1.# £ I fit I I in the Coun�of Duval,State Number Pages:1 Of Florida,has personally appeared Recorded 04/17/2018 03:11 PM, Notary Public at Large,State of Flo •a' .unty/of D;v�.[ RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires C(/`� 1�► COUNTY Personally Known:✓ or RECORDING $10.00 Produced Identification: ,,,,,,, % KENDRA N ROBERTSON • .1 s Notary Public-State of Florida •"t,'.1 Commission# 3 356117 My..'4:"4•A+i Bonded Comm. through Nat nal al Notary Assn. I ol_tvi,,,, City of Atlantic Beach APPLICATION NUMBER �i BuildingDepartment ;,, ns p (To be assigned by the Building Department.) r 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 S ) ( L( Phone(904)247-5826 • Fax(904)247-5845 �D;; j)? E-mail: building-dept@coab.us Date routed: Li ( I' 6‘ t/ I Kj City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Cl 0 P l aIci Department review required Yes No ii Applicant: 0 S s k e__Ofl l�(_,-�C), Planning &Zonm rr Tree--dministrar Project: n,f-L-,) St (lp Q - i-ll(`rOlt 1110 Public or ��J/ P is ti i ie 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. ),Zenied. ['Not applicable (Circle one.) Comments: �1 v de t ' IA/e.4 , BUILDING flee ,fit J We,/ J �}/� L��.re'e0tJ, Wu 11 fie:te Ne,' 4- u WA Its, (�;vu�.y ��i,�e/�✓��IIs R �ees Ile: +- -►� 614,- PLANNING &ZONING l Reviewed by�`% Date: .5---)-1 TREE ADMIN. Second Review: ❑Approved as revised. pbenied. [Not applicable PUBLIC WORKS Comments: sk PUBLIC UTILITIES ivee ` e(A// Gc-c�,�C—e �VrG I �rr 1-G PUBLIC SAFETY Reviewed by: -- ZF..--- Date: -5--- )Y FIRE SERVICES Third Review: Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: lam, ,/" :37Date:9-0 - I Revised 05/19/2017 65, CITY OF ATLANTIC BEACH J �'eir" 800 Seminole Road s� Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN R EW COMMENTS 13011 - c ongac)rb ah# �n Scts? (Alt")S w-Au Ort ,- 5 Date Uf( // Revision to Issued Permit Corrections to Comments (/ Permit# 5 t t-—C (4 3 Project Address 3 0 e6+74 Contractor/Contact Name ,55 l ir)p ./11rY � ,g L A_ k VSs Phone (iy 6 (l) '3/Q5- Email - : NL . I s S . /—6'/ iii %f l:,C', Description of Proposed Revi.si n/CorrecAti ons: , Permit Fee Due $ 2e-rhaJA. &NA4i; 4 r_)k la ric De M o t1[ h,, k (-lbw z:--v 4 y4 bebi" �J Additional Ini as in Building Valle $ Additional S.F. By signing belo41, f d(L 5 : affirm the Revision is inclusive of th-proposed changes. (printed name) ( 7 signature o e' tractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) / Approved Denied Not Applicable to Department Revision/Plan Review Comments Need 0 '-6 0/6- ,�-coe i--v` ,. 11 .,„5 J • _ . :._0 _ - • Review Required: Planning &Zoning _ ' Reviewed By -- mains is ra or itv --- Q 'u. ic aety Date Fire Services 0!..A4-1-rL�!f , 4 � CITY OF ATLANTIC BEACH 800 Seminole Road , Atlantic Beach,Florida 32233 iiir) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date l3 / Revision to Issued Permit Corrections to Comments Permit# V--F,5 I P- Q/ .,S Project Address 9 J P74-ZA- Contractor /Contact Name (.> 53.; LeVilel-?A G ` L / '51 Phone 9 J y- 6/ 0 -3/9`5 Email J p-4(.76 S•.4)e£ u& LJp z.f. /Jim Description of Proposed Revision/Corrections: Permit Fee Due $ C- v G 111/0ALq Additional Increase in Building Value $ `.--- Additional S.F. By signing below,I ---/- 1, 0 0 S. affirm the Revision is inclusive o the proposed changes. (printed name) s I Signature of Cont . .gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments !\Ie&c( (to r f p d e le v4i 'f4 e'frrt c I- De•artment Review Required: Building is nnm• &Zoning Re iewedBy Tree Administratori V lam,Public Works rE _Public Utilities / Y` f' t Public Safety 2 9 2018 Date Fire Services �3 ...s, CITY OF ATLANTIC BEACH 800 Seminole Road \\--_. t7,_ �r Atlantic Beach,Florida 32233 \vitls� REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Dat- - i�i evision to Issued Permit Corrections to Comments Permit# Project Address r 3 9e.) 2 Contractor/Contact Name 0 Y-5 ,� , • i Z� Phone U fL/ . G /d v/� Email ic' �,} c7 Jr, A);i1"1 v,"2...-4' 1 .0.1 Description of Proposed Revision/Corrections: Permit Fee Due$ �/f�J , . ,I c �. / / — V ° , N , --. .s y7 - \lt 0._ ` _. e, V rr e s4--,, Y,_f Q a s zzi t 8 Additional Increase in Building Value $ 0 Additional S.F. By signing below,I � 0 6 5,, affirm the Revision is inclusive of the pr posed changes. (printed name) ..--- i.,,,j-----.-- 2 7i Signature of intra!, .r/'gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Buil:'•• nThnni • &Zonin• Reviewed By Tree , •ministrator Public Works Public Utilities Public Safety Date Fire Services JS r j Itiv CITY OF ATLANTIC BEACH iii j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 5/9/2018 Permit#: RES18-0143 Site Address: 390 PLAZA Review Status: RE#: 169981 0000 Applicant: OSSI CONTRACTING LLC Property Owner: WEBER JULIEANN E Email:jack@ossidevelopment.com Email: Phone: 9046103195 Phone: 9046103195 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: 2nd Review. 1. The ICC-ES Listing Report for the spray foam insulation mentions the ICC-ES Evaluation Report (ESR-3102). We will need this report. 2 copies. Also mentioned in the ESL-1095 report submitted, under Installation, is the BASF Corporation's published installation instructions and applicable codes. We will need two copies of this. 2. In speaking with you today we are in agreement concerning the need for a TOPO survey; and that you will correct the recently submitted survey site plan to show minimum F.F.E. at the split levels. Thanks for your help on this Jack. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mj ones@coab.us Resubmittal Notes: /--vire„ City of Atlantic Beach ��:r APPLICATION NUMBER !1 Building Department APR 19 2013 (ToassignedbyBuilding Department.) , be the De artment. - .,- 800 Seminole Road , Atlantic Beach, Florida 32233-5445 .� I " 0 ( L( Phone(904)247-5826 • Fax(904)247-5845 I -Ptost �� E-mail: building-dept@coab.us Date routed: (1 I ( I U Q I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ` 0 P l a c( Department review required Yes No Applicant: 0 S S i Can- ct`c,-hn Qla g Zonfn ((�� Tree A dminlstra or Project: c z W St f-j - t"GLra t, V � P.. lc Vvor `I '• • IC I iil- 'ublic Safety Fire Services Review fee $ - Dept Signature i..,*_, 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: Iproved.7 Denied. ❑Not applicable (Circle one.) Comments: �`����"�'" WY BUILDING PLANNING &ZONING � /Z�/I r Reviewed by: C1/;--C1/;-- `/Z" Date: TREE ADMIN. Second Review: Approved as revised. I (Denied. ['Not applicable PU: ,., ORKS Comments: r i BLI UTILITIES Z3-' X PU LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach S 1 PUBLIC UTILITIES DEPARTMENT .) ' 'gi\ = ' 1200 Sandpiper Lane Atlantic Beach, FL 32233 ;; (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date (711- 23 - 0 g Project Address 390 F '1'?Z,4 Number of Units 6 Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3 ' 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 CITY STAFF USE ONLY Application# 1ZES 18 - y3 roe v mo rvic-Ab r- Water System Development Charge $ -NO S.DC I S Sewer System Development Charge $ _ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50, 00 Other $ TOTAL $ 50, (J 6 (Notes) APPROVED Kayle Moore, P.E. 414 Date `7 2.J t r" Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 01.J-11.1-i-4, � ' CITY OF ATLANTIC BEACH "iro'� 800 Seminole Road s� Atlantic Beach Florida 32233 , r $ 13 u\1 <i — C 011\4 G CA I f br o h ;r\ 5,'ALO V ct r S r1 k.Q-LA -6 f! -fi'�j _-- REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date U/iIi S Revision to Issued Permit Corrections to Comments VPermit# f'-tSi 1.-01,4 3 Project Address 3 O F47A Contractor/Contact Name 055 , E OAtitt410FL L jpk Cess Phone gc� y— 6, (J -3/Q.S Email ; -, _ 0 —I ,A4 !fl1„c, Description of Proposed Revisi n/Correkins: v Permit Fee Due $ 2en,o J ,k b ix144 4 a 4- F-* le.? ,SL -,Jt i1 Dezk M,0, h,-jk rbw 1. ,, 1.�.. �e.e,k C//ifqir c‘frorr, 010,4- 4-0 woo,L -ci- ipoolk ��JJ Additional Inn as in Building Vae $ Additional S.F. By signing belo if I()Ilk” 1J SS,` affirm the Revision is inclusive of th=proposed changes. (printed name) / 7 Signature o '• tractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department /fill) Revision/Plan Review Comments Department Review Required: / '>annin &Zonin-, Reviewed By Tree :s us inistrator is ' orks Pt1 is Utilities Public Safety Date Fire Services r--L`�� City of Atlantic Beach APPLICATION NUMBER Building Department .... 800 Seminole Road OP1 92018 (To be assigned by the Building Department.) r �r Atlantic Beach, Florida 32233-5445si Sly (� 1 L � 3 Phone(904)247-5826 • Fax(904)247-5845 l� AZolt 9%' E-mail: building-dept@coab.us Date routed: l I 1 84. I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9 0 1- talc( Department review required Yes No Applicant: 0 S S k C©n-K-ct`t.,-hn Planning &Zonin r Tree A dministrafig— Project: n�LV ) St R ' �"l�-(nik<( hO p_ic or v is i i ie 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. 1Xenied. EI Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: te: yf-.© 112 TREE ADMIN. Second Review: VApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,-,,,,J-ri / Date/ K-4760 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 +; ,: CITY OF ATLANTIC BEACH rf� Department of Public Works `$ r� 1200 Sandpiper Lane ) Atlantic Beach, FL 32233 L�;f �r (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 4/24/18 Applicant: Ossi Contracting Permit#: RES18-0143 Email: jackPossidevelopment.com Review Status: DENIED Property Owner: Thomas &Julie Weber Site Address: 390 Plaza Email: tomweber@gmail.com gj "/ &if THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide impervious surface calculations for entire lot (existing and post construction). • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Concrete sidewalk must continue through driveway. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0143(Ossi).docx 1r• • 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. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly 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 2of2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0143(Ossi).docx C �1,`Jr,, -. Comp. By: S/W Date: 4/26/2018 __91 Public Works Department City of Atlantic Beach Permit No: RES 18-0143 Address: 390 Plaza 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) = 11,050 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 4,182 11,050 1.00 0.38 Pervious 6,868 11,050 0.20 0.12 Runoff Coefficient(C)= 0.50 Runoff Volume V= 0.50 x 11,050 x 9.3 / 12 V= 4,306 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 11,050 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 5,525 11,050 1.00 0.50 %ISA= 50.0% Pervious 5,525 11,050 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 11,050 x 9.3 / 12 V= 5,138 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 5,138 - 4,306 DV= 833 ft3 Retention MASTER WATER RETENTION 4/26/2018 Vis �j , Comp. By: S/VU Date: 4/26/2018 )� Public Works Department City of Atlantic Beach Permit No: RES 18-0143 Address: 390 Plaza Provided Storage: Elevation Area Storage (ft) (ft2) (ft) 11.0 234 0 BOTTOM size 18 X 13 12.0 300 267 TOB size 20 X 15 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 300.0 d=depth to ESHWT= 8.0 pf=pore factor= 0.3 Inground Storage= 720.0 ft3 Required Treatment Volume= 833 ft3 Supplied Treatment Volume= ft3 Retention MASTER WATER RETENTION 4/26/2018 c11‘',",':-:� CITY OF ATLANTIC BEACH 4 s 800 Seminole Road ,� , �� SEPAtlantic Beach,Florida 32233 \J.31> 42018 A VI REVISION REQUEST/CORRECTIONS TO PLAN REEWS E.ENTS i 3011 % — 101\k-filet-Di bry vt 4 '\n s t t k �pka ns A LL._d PQ f\)( ( nlr Date U15 / Revision to Issued Permit Corrections to Comments Permit# S1 g-011-(3 Project Address 3 0 P474 Contractor/Contact Name 0,55 ; l DA 'T yi, ' L L L q A-eyk. 0 SS Phone gd L to (J -3/9y Email i Al i s 5-. -I/f/ if/_./.., ;C' Description of Proposed Re /Corregti�ns: A v Permit Fee Due$ - 2 aJ , & A46 4 ry, It .i SAJ de_ peat - /MO 1�e /J� ( Y 1-i) L 1[ C�..S / be 6-ki r C h e. V\fizy,-. (3 /u b 4u 4jJJ�. ii airitnk � �J Additional In as in Building Va1ie $ Additional S.F. By signing belo d(L. IL....... SS,` affirm the Revision is inclusive ofth=proposed changes. (printed name) / 7 Signature oe' tractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department V Revision/Plan Review Comments D- ' •• ment Review Required: _ -7_,,,,, ,___./e4,,,,,-,..„ • • • arming &Zonin eviewed By Tr-- administrator �r ial1 . Public Utilities Public Sa e r--i....„0„, Fire Services OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: Utj(,5c.( Permit # /et S/j "Of yJ Project Address: e(CU -')L AZ A A--l<,, ' e As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(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 number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.tloridabuilding.ori Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # A. EXTERIOR DOORS 1. Swinging r,n.w�, 4.r. C 54 f f1 u 6P z 2. Sliding G E., ., 5 (--/v? 52.1. �-- 3. Sectional di S 1c a °SQ rliJ` I S O 4/3. b 4. Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung 4;4660.:= 7 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. OtherI 1 Category/Subcategory I Manufacturer I Product Description Limitation of Use State# Local # C. PANEL WALL _ 1. Siding s l-4., tSiya F,.�� r�,� <<.s [o(-0 - 2. Soffits • 1 ..-,�l- 5 .--, _ Cw^�a SJc,u `l'J SGS•( 3. EIFS 4. Storefronts 5. Curtain walls 4 6. Wall louvers _ 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco r 1 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles ,5cd w,•h / �hy��IQo 5‘vot 14+.q_I•+, 5-tom,/Wm 2. Underlayments cw� �o,�,w L)eulur tot, & �G Pr=2:4kit v4.40 .t cL q r-r? 3. Roofing fasteners 4 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation I 10. Waterproofing 11. Wood shingles/shakes ' t t • 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other T Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels j 4. Colonial 5. Roll-up I 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 1 1 13. Other G. SKYLIGHTS 1. Skylight I • 2. Other Category/Subcategory I Manufacturer Product Description imitation 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. .'54k 05.6 (Contractor Name) (Print Name) (Signatur$----) Company Name: cZ. ("r)^,F-rA.G r 1' Mailing Address: 2 Ye-4A-- 5 k 5 LA at j City: )- `3 c�ti State: Zip Code: -z Telephone Number: (111-{ ) 2 --G e, Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: OFFICE COPY 4)/153/3-121)( PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Permit # 2 `j l 8- of 4 3 Project Address: 3ct0 Pr-Ns( A e- 3e-c-4-.. As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(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 number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer [Product Description 1 Limitation of Use State# Local # A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional Lik 5c4:01.4. 0-6° <J o�✓\ chi i.5v-is- G. 4.Roll up 5.Automatic I 6. Other B.WINDOWS 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 OFFICE COPY 2.Other Category/Subcategory Manufacturer Product Description jLimitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. jl 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. SS (Contractor Name) (Print Name) (Signature)�f Company Name: 0. 5 Sz Mailing Address: ) S,r(4-c City: j9%.-'vv... State: `�"Z..— Zip Code: ?".. �-- Telephone Number: (fait ) 2 S - G: Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: )r/, e p . c C-, OFFICE COPY • (OIJ ICC Most Widely Accepted and Trusted EVALUATION SERVICE owrtn (s Innovation �— RESEARCH fines ICC-ES Evaluation Report ESR-3102 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Reissued 09/2017 This report is subject to renewal 08/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 EVALUATION SUBJECT: ENERTITE® NM, ENERTITE® G AND ENTERTITE® IB-418 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATIONS ICC ICC ICC PMG LISTED MIL "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" A Subsidiary of INTERNATIONAL °UN 1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this """`°"`° '.SOnEC./065 report, or as to any product covered by the report. nuc,Candleaton 60d, »1000 Copyright©2018 ICC Evaluation Service, LLC. All rights reserved. ES • :c;c Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3102 Reissued September 2017 Revised April 2018 This report is subject to renewal August 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE as air-impermeable insulation when installed in accordance PROTECTION with Section 3.4. The insulation is for use in wall cavities Section:07 21 00—Thermal Insulation and floor/ceiling assemblies, and in attic and crawl space installations as described in Section 4.4. REPORT HOLDER: 2.2 ENERTITE®G: BASF CORPORATION ENERTITE® G is a spray-applied foam plastic insulation 1703 CROSSPOINT AVENUE used as a nonstructural thermal insulating material in HOUSTON,TEXAS 77054 buildings of Type V construction under the IBC and (713)383-4554 dwellings under the IRC. The insulation may also be used www.spf.basf.com on exterior walls of buildings of Types I, II, Ill and IV construction when installed in accordance with Section 4.5 EVALUATION SUBJECT: Under the IRC and 2015 IBC, the insulation may be used as air-impermeable insulation when installed in accordance ENERTITE®NM, ENERTITE®G AND ENERTITE®IB-418 with Section 3.4. The insulation is for use in wall cavities OPEN-CELL SPRAY POLYURETHANE FOAM and floor/ceiling assemblies, and in attic and crawl space INSULATIONS installations as described in Section 4.4. 1.0 EVALUATION SCOPE 2.3 ENERTITE®IB-418: Compliance with the following codes: ENERTITE® I6-418 is a spray-applied foam plastic insulation used as a nonstructural thermal insulating • 2015,2012 and 2009 International Building Code®(IBC) material in buildings of Type V construction under the IBC • 2015, 2012 and 2009 International Residential Code® and dwellings under the IRC. The insulation may also be (IRC) used on exterior walls of buildings of Types I, II, Ill and IV construction when installed in accordance with Section 4.5. • 2015, 2012 and 2009 international Energy Conservation Under the IRC and 2015 IBC, the insulation may be used Code®(IECC) as air-impermeable insulation when installed in accordance • Other Codes(see Section 8.0) with Section 3.4. The insulation is for use in wall cavities and floor/ceiling assemblies, and in attic and crawl space Properties evaluated: installations as described in Section 4.4. ENERTITE® ml Surface burning characteristics IB-418 is intended foruse as thermal insulation and covering for ENERTITE® NM in attics and crawl spaces ■ Physical properties without the use of a prescriptive ignition barrier when IN Thermal resistance(R values) installed as described in Section 4.4.2. • Attic and crawl space installation 3.0 DESCRIPTION • Exterior walls of Types 1 through IV construction 3.1 General: • Air permeability ENERTITE® NM, ENERTITE® G and ENERTITE® IB-418 are two-component, low-density, open-cell, water-blown 2.0 USES polyurethane foam plastic insulation systems. The ® installed nominal density of ENERTITE® NM is 0.67 pcf 2.1 ENERTITE®NM: (10.7 kg/m3). The installed nominal density of ENERTITE® ENERTITE® NM is a spray-applied foam plastic insulation G is 0.6 pcf(9.6 kg/m3). The installed nominal density of used as a nonstructural thermal insulating material in ENERTITE® IB-418 is 0.6 pcf (9.6 kg/m3). The two buildings of Type V construction under the IBC and components of the insulation are polymeric isocyanate dwellings under the IRC. The insulation may also be used (A-component) and a resin (B-component) which when on exterior walls of buildings of Types I, II, Ill and IV stored in unopened containers at a temperature between construction when installed in accordance with Section 4.5 50°F and 80°F (10°C and 26.7°C), have a shelf life of six Under the IRC and 2015 IBC, the insulation may be used months, nine months and twelve months, respectively. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 17 ESR-3102 I Most Widely Accepted and Trusted Page 2 of 17 3.2 Surface-Burning Characteristics: 3.5.3 DC 315 Coating: DC 315 Coating (ESR-3702), 3.2.1 ENERTITE® NM: When tested in accordance with manufactured by International Fireproof Technology Inc. / ASTM E84 (UL 723), at a maximum thickness of Paint to Protect Inc., is a single-component, water-based, 4.2 inches (107 mm) and a nominal density of 0.8 pcf, liquid-applied intumescent coating. The coating is supplied ENERTITE® NM has a flame-spread index of 25 or less in 5-gallon (19 L) pails and 55 gallon (208 L) drums and and a smoke-developed index of 450 or less. There is no has a shelf life of one year when stored in factorysealed thickness limitation on the insulation when installed behind containers at temperatures between 50°F (10°C)and 80°F a code-prescribed 15-minute thermal barrier. (27°C). ® 3.5.4 TPR2 CORPORATION FIRESHELL® (IB-4) 3.2.2 ENERTITE G: When tested in accordance with Coating: TPR2 FIRESHELL®(IB-4) intumescent coating is ASTM E84 (UL 723), at a maximum thickness of a proprietary, water-based, one-part, nonflammable coating 4.2 inches (107 mm) and a nominal density of 0.6 pcf, manufactured by TPR2 Corporation. The coating is ENERTITE G has a flame-spread index of 25 or less and supplied in 5-gallon (19 L) pails and 55-gallon (208 L) a smoke-developed index of 450 or less. There is no drums and has a shelf life of 12 months when stored in thickness limitation on the insulation when installed behind factory-sealed containers at temperatures between 45°F a code-prescribed 15-minute thermal barrier. (7.2°C)and 75°F(24°C) 3.2.3 ENERTITE® IB-418: When tested in accordance 3.5.5 TPR2 CORPORATION FIRESHELL® F10E: TPR2 with ASTM E84 (UL 723), at a maximum thickness of CORPORATION FIRESHELL® F10E (ESR-3997) 3.6 inches (91 mm) and a nominal density of 0.6 pcf intumescent coating is a proprietary,water-based,one-part, (15.7 kg/m3), ENERTITE®IB-418 has a flame-spread index nonflammable coating manufactured by TPR2 Corporation. of 25 or less and a smoke-developed index of 450 or less. The coating is supplied in 5-gallon (19 L) pails and 55- There is no thickness limitation on the insulation when gallon (208 L) drums and has a shelf life of 12 months installed behind a code-prescribed 15-minute thermal when stored in factory-sealed containers at temperatures barrier. nd 95°F(35°C) 3.3 Thermal Resistance: / 4.0 INSTALLA ION ENERTITE® NM, ENERTITE® G and ENERTITE® IB-414.1 General: have thermal resistance(R-values)at a mean temperature ENERTITE® NM, ENERTITE® G and ENERTITE® IB-418 of 75°F(24°C)as shown in Table 1. must be installed in accordance with the manufacturer's 3.4 Air Permeability: published installation instructions and this report. The ® ® manufacturer's installation instructions and this report must 3.4.1 ENERTITE® NM: ENERTITE® NM spray-applied be strictly adhered to, and a copy of the instructions and polyurethane foam insulation, at a minimum thickness of this evaluation report must be available on the jobsite at all 3.5 inches (89 mm), is considered air-impermeable times during installation. insulation in accordance with 2015 and 2012 IRC Section 4.2 Application: R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, based on testing in accordance with ASTM E283 The insulations must be applied using spray equipment and ASTM E2178. specified by BASF Corporation. The product must not be 3.4.2 ENERTITE® G: ENERTITE® G spray applied used in areas which have a maximum service temperature greater than that specified in the manufacturer's published polyurethane foam insulation, at a minimum thickness of installation instructions, nor in electrical outlet or junction 3.5 inches (89 mm), is considered air-impermeable boxes or in contact with rain or water. The product must be insulation in accordance with 2015 and 2012 IRC Section protected from the weather during and after application. R806.5 (2009 IRC Section R806.4) and 2015 IBC Section The insulations can be installed in multiple passes at 1/2 to 1203.3, based on testing in accordance with ASTM E283 6 inches (12.7 mm to 152 mm) per pass to the maximum and ASTM E2178. thickness. Where multiple passes are required, the cure 3.4.3 ENERTITE® IB-418: ENERTITE® IB-418 is time between passes is minimum 5 minutes for a 2-inch considered air-impermeable insulation in accordance with (51 mm)pass. 2015 and 2012 IRC Section R806.5 (2009 IRC Section 4.3 Thermal Barrier: R806.4) and 2015 IBC Section 1203.3, at a thickness of 4.3.1 Application with a Prescriptive Thermal Barrier: 3.0 inches (76 mm) based on testing in accordance with ENERTITE® NM, ENERTITE® G and ENERTITE® IB-418 ASTM E283 and at 3.5 inches based on testing in must be separated from the interior of the building by an accordance with ASTM E2178. approved thermal barrier, such as 1/2-inch (12.7 mm) 3.5 Intumescent Coatings: gypsum wallboard installed using mechanical fasteners in 3.5.1 No-Burn®Plus XD: No Burn®Plus XD intumescent accordance with the applicable code, or an equivalent coating is a latex-based coating manufactured by No-Bum, 15 minute thermal barrier complying with the applicable Inc., and is supplied in 1-gallon (4 L) and 5-gallon (19 L) code. There is no thickness limitation on the insulation pails and 55-gallon (208 L) drums. The coating material when installed behind a code prescribed 15 minute has a shelf life of 36 months when stored in factory-sealed thermal barrier.When installation is within an attic or crawl containers at temperatures between 40°F(4.4°C)and 90°F space, as described in Section 4.4, a thermal barrier is not (32.2°C). required between the foam plastic and the attic or crawl space, but is required between the foam plastic and the 3.5.2 SPRAYCOATTM 1920 Intumescent Coating: interior of the building. SPRAYCOATTM 1920 intumescent coating, supplied by 4.3.2 Application without a Prescriptive Thermal BASF Corporation, is a single-component, water-based, Barrier: ENERTITE® NM or ENERTITE® G may be liquid-applied, intumescent coating. The coating is supplied installed without the 15-minute thermal barrier prescribed in 5-gallon (18.8 L) pails and 55-gallon (208 L) drums and in the IBC Section 2603.4 and IRC Section R316.4 when has a shelf life of six months when stored in factory-sealed the installation complies with one of the assemblies containers at temperatures between 45°F(7.2°C)and 75°F described in Table 2 (23.9°C). 4.4 Ignition Barrier-Attics and Crawl Spaces: ESR-3102 I Most Widely Accepted and Trusted Page 3 of 17 4.4.1 Application with a Prescriptive Ignition Barrier: thickness of 16 inches (406 mm) between joists. The When ENERTITE® NM, ENERTITE® G and ENERTITE® ignition barrier in accordance with IBC Section 2603.4.1.6, IB-418 insulations are installed within attics or crawl or IRC Section R316.5.3, may be omitted, when the spaces, where entry is made only for service of utilities, an installation is in accordance with Section 4.4.2. The ignition barrier must be installed in accordance with IBC ENERTITE® NM insulation must be separated from the Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, interior of the building by an approved thermal barrier. as applicable. The ignition barrier must be consistent with 4.4.3.2 ENERTITE® G: When used on attic floors, the requirements for the type of construction required by ENERTITE® G insulation may be installed at a maximum the applicable code and must be installed in a manner so thickness of 16 inches (406 mm) between joists. The that the foam plastic insulation is not exposed. ignition barrier in accordance with IBC Section 2603.4.1.6, 4.4.2 Application without a Prescriptive Ignition or IRC Section R316.5.3, may be omitted, when the Barrier: ENERTITE® NM, ENERTITE®G and ENERTITE® installation is in accordance with Section 4.4.2. The IB-418 insulations may be installed in an attic or crawl ENERTITE® G insulation must be separated from the space without a prescriptive ignition barrier when all of the interior of the building by an approved thermal barrier. following conditions apply: 4.4.3.3 ENERTITE® IB-418: ENERTITE® IB-418 a. Entry to the attic or crawl space is only for the service insulation may be installed at a maximum thickness of of utilities and no storage is permitted. 10 inches (254 mm) between joists in attic floors when b. There are no interconnected attic or crawl space installation is in accordance with Section 4.4.2. The ENERTITE® IB-418insulation must be separated from the areas. interior of the building by an approved thermal barrier. c. Air in the attic or crawl space is not circulated to other 4.5 Exterior Walls in Types I, II, III and IV parts of the building. Construction: d. Combustion air is provided in®accordance with IMC ENERTITE® NM, ENERTITE® G and ENERTITE® IB-418 (International Mechanical Code )Section 701. insulations, when used in exterior walls of Types I, II, Ill or e. Attic ventilation is provided when required by IBC IV construction, the assembly must comply with IBC Section 1203.2 or IRC Section R806, except Section 2603.5, this section and Table 4. The insulation air-impermeable insulation is permitted in unvented thickness must not exceed 6 inches (152 mm). The attics in accordance with 2015 and 2012 IRC Section potential heat of ENERTITE® NM and ENERTITE® G R806.5 (2009 IRC Section R806.4) or 2015 IBC insulation is 656 Btu/ft2 per inch of thickness, when tested Section 1203.3. Under-floor (crawl-space) ventilation in accordance with NFPA 259. The potential heat of is provided when required by 2015 IBC Section ENERTITE® 18-418 insulation is 522 Btu/ft2 per inch of 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC thickness,when tested in accordance with NFPA 259. Section R408.1, as applicable. Refer to Section 3.4 5.0 CONDITIONS OF USE for minimum thicknesses for use as air impermeable insulation. The ENERTITE® NM, ENERTITE® G and ENERTITE® IB- The insulations may be spray applied to the underside of 418 spray-applied polyurethane insulations described in this report complies with,or is a suitable alternative to what roof sheathing and/or rafters in attics, and the underside of is specified in, those codes listed in Section 1.0 of this wood floors and/or floor joists in crawl spaces, as report,subject to the following conditions: described in this paragraph and in Table 3. The maximum thickness of the foam plastic applied to the underside of 5.1 This evaluation report and the manufacturer's the roof sheathing and to vertical wall surfaces must not published installation instructions, when required by exceed the thicknesses set forth in Table 3, based on the the code official, must be submitted at the time of insulation type and the intumescent coating type and permit application. insulation thickness used. The intumescent coatings used 5.2 The insulation must be installed in accordance with to cover the foam plastic insulation are described in the manufacturer's published installation instructions, Section 3.5. The intumescent coating must be applied over this evaluation report and the applicable code. If there the insulation in accordance with the coating is a conflict between the installation instructions and manufacturer's instructions and at the thickness as described in Table 3. Surfaces to be coated must be dry, this report,this report governs. clean, and free of dirt, loose debris and other substances 5.3 The insulation must be separated from the interior of that could interfere with adhesion of the coating. The the building by an approved 15-minute thermal coating is applied with low-pressure airless spray barrier, except when installed as described in Section equipment. 4.3.2 or when installation is in attics and crawl spaces The coating must be applied with ambient and substrate as described in Section 4.4. temperature is at least 50°F (10°C). The insulation, at a 5.4 The insulation must not exceed the thickness and minimum thickness of 31/2 inches (89 mm), may be density noted in Sections 3.2,4.3 and 4.4. installed in unvented attics as described in this section in 5.5 The insulation must be protected from the weather accordance with 2015 or 2012 IRC Section R806.5 (2009 IRC Section R806.4)or 2015 IBC Section 1203.3. during and after application. 5.6 The insulation must be applied by professional spray Exception: ENERTITE® IB-418 insulation may be installed in an attic or crawl space without a prescriptive polyurethane foam installers approved by BASF ignition barrier or coating at the maximum thicknesses set Corporation or by the Spray Polyurethane Foam forth in Table 3. Alliance (SPFA) for the installation of spray polyurethane foam insulation. 4.4.3 Use on Attic Floors: 5.7 Use of the insulation in areas where the probability of 4.4.3.1 ENERTITE® NM: When used on attic floors, termite infestation is "very heavy" must be in ENERTITE®NM insulation may be installed at a maximum accordance with 2015 or 2009 IBC Section 2603.8 ESR-3102 I Most Widely Accepted and Trusted Page 4 of 17 (2012 IBC Section 2603.9)or IRC Section R318.4, as Fireshell F10E, coating is labeled with the manufacturer's applicable. name and address; the product name; the date of 5.8 Jobsite certification and labeling of the insulation must manufacture, the shelf life or expiration date; the comply with 2015 IRC Section N1101.10, 2012 IRC manufacturer's instructions for application, and the Section N1101.14 (2009 IRC Sections N1101.4 and evaluation report number(ESR 3997). N1101.4.1) or 2015 or 2012 IECC Sections C303.1, Intumescent coatings described in Sections 3.5.1, 3.5.2 R303.1 and R401.3 (2009 IECC Section 303.1 and and 3.5.4 are identified with the manufacturer's name and 401.3) (2009 IECC Sections 303.1.1 and 303.1.2), as address,the product trade name and use instructions. applicable. 8.0 OTHER CODES 5.9 A vapor retarder must be installed in accordance with In addition to the codes referenced in Section 1.0, the the applicable code. products in the report were evaluated for compliance with 5.10 The insulations are manufactured in Houston, Texas, the requirements of the following codes: under a quality control program with inspections by • 2006 and 2003 International Building Code) ICC-ES. 6.0 EVIDENCE SUBMITTED • 2006 and 2003 International Residential Code • 2006 and 2003 International Energy Conservation 6.1 Data in accordance with the ICC-ES Acceptance Code Criteria for Spray-applied Foam Plastic Insulation (AC377), dated May 2015. The products comply with the above-mentioned codes as described in Sections 2.0 through 7.0 of this report, with 6.2 Reports of room corner fire testing in accordance with the revisions noted below: NFPA 286 and UL 1715. • Application with a Prescriptive Thermal Barrier: See 6.3 Reports of room corner fire testing in accordance with Section 4.3.1, except the approved thermal barrier must AC377 Appendix X. be installed in accordance with Section R314.4 of the 6.4 Reports of air permeance testing in accordance with 2006 IRC or Section R314.1.2 of the 2003 IRC, as ASTM E283 and ASTM E2178. applicable. 6.5 Reports of critical radiant heat flux of exposed attic ■ Application with a Prescriptive Ignition Barrier: See floor in accordance with ASTM E970. Section 4.4.1, except an ignition barrier must be 6.6 Report of fire testing in accordance with NFPA 285, installed in accordance with Section R314.2.3 of the and related engineering analysis. 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2006 IRC. 6.7 Report of potential heat tests in accordance with • Application without a Prescriptive ignition Barrier: NFPA 259. See Section 4.4.2, except that combustion air is 7.0 IDENTIFICATION provided in accordance with Sections 701 and 703 of All packages and containers of ENERTITE® NM, the 2006 IECC. ENERTITE G and ENERTITEe 18-418 insulations must ■ Protection against Termites: See Section 5.7, except be labeled with the BASF Corporation, name and address; use of the insulation in areas where the probability of the product name; the flame spread index and the smoke- termite infestation if"very heavy"must be in accordance developed index; the shelf life expiration date; and the with Section 320.4 of the 2003 IRC or Section R320.5 of evaluation report number(ESR-3702). the 2006 IRC. International Fireproof Technology, Inc. /Paint to Protect ■ Jobsite Certification and Labeling: See Section 5.8, Inc., DC 315 coating is labeled with the manufacturer's except jobsite certification and labeling must comply name and address; the product name; the date of with Section 102.5.1 of the 2003 IECC, or Sections manufacture, the shelf life or expiration date; the 102.1.1 and 102.1.11,as applicable, of the 2006 IECC. manufacturer's instructions for application, and evaluation report number(ESR-3702). ESR-3102 I Most Widely Accepted and Trusted Page 5 of 17 TABLE 1-THERMAL RESISTANCE(R-VALUES") ENERTITE'NM AND ENERTITE"G ENERTITE IB-418 THICKNESS(inches) R-VALUE(°F•ft2•hBtu) THICKNESS(inches) R-VALUE(°F•ft2•hBtu) 1 3.9 1 4.1 2 7.6 2 8.0 3 11 2.5 10 3.5 13 3 12 4 15 3.5 14 5 19 4 15 5.5 21 5 19 6 22 5.5 21 7 26 6 23 7.5 28 7 27 8 30 7.5 29 9 33 8 31 9.5 35 9 35 10 37 9.5 37 11.5 43 10 39 12 45 11.5 44 16 59 12 46 16 62 For SI: 1 inch=25.4 mm,1°F•ft2•h/Btu=0.176 110K•m2/W. 1R-values are calculated based on tested K values at 1-and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. TABLE 2-USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER' INSULATION MAXIMUM MAXIMUM FIRE-PROTECTIVE MINIMUM May be left TESTS TYPE THICKNESS THICKNESS(in) COATING MINIMUM APPLICATION exposed as SUBMITTED (in)(Wall (Ceilings,Underside THICKNESS&TYPE RATE OF FIRE- an Interior Cavities) of Roof Sheathing/ (Applied to all Foam PROTECTIVE Finish Rafters&Floors) Surfaces)2 COATING 71/2 14'/2 18 wetlmils 1.12 gal/100 ft2 Yes NFPA 286 ENERTITE''NM ENERTITE G 91/2 11 /2 Fireshell F10E 1.18 gal/100 ft2 Yes NFPA 286 18 wet mils For SI: 1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L; 1 ft2=0.093 m2. 'See Section 4.3.2. 2See Sections 3.5.3 and 3.5.5. TABLE 3-USE OF INSULATION IN ATTICS AND CRAWL SPACES WITHOUT A PRESCRIPTIVE IGNITION BARRIER' INSULATION MAXIMUM MAXIMUM FIRE PROTECTIVE COATING MINIMUM TESTS TYPE THICKNESS(in) THICKNESS(in) MINIMUM THICKNESS AND TYPE APPLICATION SUBMITTED (Wall Cavities and (Underside of Roof (Applied to all Exposed RATEOF THE Attic Floors) Sheathing/Rafters and Foam Surfaces)2 FIRE- floors) PROTECTIVE COATING 111/4 16 SPRAYCOATTM 1920 0.59 gal/100 ft2 AC377 8 wet mils(4 mils dry) Appendix X 104 16 FIRESHELL2'(IB4) 0.68ga1/100ft2 AC377 ENERTITE NM 8 wet mils(4 mils dry) Appendix X • ENERTITE G No-Burn Plus XD AC377 111/4 16 6 wet mils(4 dry mils) 0.37 gal/100 ft2 Appendix X 10 14 ENERTITE`IB-418 Spray Foam 2.0 inches AC377, 2 inches thick Appendix X AC377, ENERTITE'T IB-418 12 16 No covering required N/A Appendix X For SI: 1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L; 1 ft2=0.093 m2. 'See Section 4.4.2. 2See Sections 3.5.1,3.5.2 and 3.5.4. ESR-3102 I Most Widely Accepted and Trusted Page 6 of 17 TABLE 4—USE OF ENERTITE NM AND ENERTITE'IB-814 IN EXTERIOR WALL CAVITIES OF BUILDINGS OF TYPES I,II,III AND IV CONSTRUCTION WALL COMPONENT MATERIALS 1 –Concrete wall' Base Wall System– 2–Concrete masonry wall' Use either 1,2 or 3 3–1 layer of 5/8-inch-thick(15.9 mm)Type X gypsum wallboard installed on the interior side of minimum 35/8-inch- deep(92 mm),minimum 18 gauge thick steel studs spaced a maximum of 24 inches(610 mm)on center. Perimeter Fire Barrier Perimeter fire barrier system complying with 2015 or 2012 IBC Section 715.4(2009 IBC Section 714.4)shall be System installed,as applicable,to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. 1 –Maximum nominal thickness of 6 inches(152 mm)of ENERTITE&NM.ENERTITE G or ENERTITE IB-418 Interior Insulation– applied to the interior surface of Base Wall System 1 or 2(See Note 1). Use either 1,2,3,4 or 2–Maximum nominal thickness of 6 inches(152 mm)of ENERTITEt NM,ENERTITE°G or ENERTITE IB-418 5 or combinations of 3 applied using the back face of the exterior gypsum sheathing of Base Wall System 3 as the substrate and covering and 4 or 3 and 5 the width of the cavity and the inside of the steel wall stud framing flange. 3–Fiberglass batt insulation2 4–Mineral wool insulation2 Exterior sheathing 5/8-inch-thick(15.9 mm)Type X exterior-type gypsum sheathing(for Base Wall System 3) 1–Any non-combustible exterior wall covering material using any standard installation technique 2–Any non-combustible exterior wall covering system with a combustible WRB that has successfully been tested Exterior Wall in accordance with NFPA 285 Covering Details of the exterior wall covering must be provided to the code official by the report holder,designer or specifier, with an engineering analysis demonstrating that(1)the exterior wall covering conforms to ASTM E136 and(2)the addition of the wall covering and/or water-resistive barrier to the assembly described in this section does not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. ' Fireblocking per Section 718 of the IBC and thermal barrier material requirements must be met for Base Wall Systems 1 and 2,as required by specific wall construction details when combustible concealed space is created on interior side of exterior wall assembly. 2 Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2(2009 IBC Section 719.2). ESICC EVALUATION SERVICE ,b, Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3102 CBC, CRC and CEC Supplement Reissued September 2017 Revised April 2018 This report is subject to renewal August 2018. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (713)383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE®NM, ENERTITE®G AND ENERTITE®IB-418 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2016 California Building Code(CBC) • 2016 California Residential Code(CRC) • 2016 California Energy Code(CEC) Properties evaluated: • Surface burning characteristics • Physical properties • Thermal resistance(R-values) • Attic and crawl space installation • Air permeability 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the ENERTITE®NM, ENERTITE®G and ENERTITE®IB-418 insulations described in Sections 2.0 through 7.0 of the master report ESR-3102 comply with the 2016 California Building Code(CBC), the 2016 California Residential Code(CRC),and the 2016 California Energy Code(CEC),when installed in accordance with the 2015 IBC and IRC provisions,as applicable,of the master evaluation report and the 2016 CEC under the following conditions: • In accordance with Section 110.8 of the 2016 California Energy Code, verification of certification by the Department of Consumer Affairs, Bureau of Home Furnishings and Thermal Insulation, must be provided to the code official, demonstrating that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapters 12-13,Article 3,"Standards for Insulating Material." • The insulations have not been evaluated under CBC Chapter 7A or CRC Section R337, for use in the exterior design and construction of new buildings located in a Fire Hazard Zone within a State Responsibility Area or any Wildland-Urban Interface Fire Area. • The insulations have not been evaluated for compliance with the International Wildland-Urban Interface Code®. This supplement expires concurrently with the master report,reissued September 2017 and revised April 2018. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed III CD as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service.LLC,express or implied as to any finding or other matter in this report,or as to any product covered by the report ^ �1 Copyright©2018 ICC Evaluation Service,LLC All rights reserved. Page 7 of 17 • ES ' Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3102 FBC Supplement Reissued September 2017 Revised April 2018 This report is subject to renewal August 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (713)383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE®NM, ENERTITE®G,AND ENERTITE®IB-418 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ENERTITE®NM, ENERTITE®G and ENERTITE®IB-418 open-cell spray-applied polyurethane foam insulations, recognized in ICC-ES master report ESR-3102, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2017 Florida Building Code—Building • 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The ENERTITE® NM, ENERTITE® G and ENERTITE® IB-418 spray-applied polyurethane foam insulations described in Sections 2.0 through 7.0 of the master evaluation report comply with the Florida Building Code—Building and the Florida Building Code—Residential, provided the installation is in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report under the following condition: Installation must meet the requirements of Sections 1403.8 and 2603.8 of the Florida Building Code—Building and Sections R318.7 and R318.8 of the Florida Building Code—Residential,as applicable. Use of ENERTITE® NM, ENERTITE® G and ENERTITE® 16-418 spray-applied polyurethane foam insulations has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential, provided ENERTITE® NM, ENERTITE® G and ENERTITE® 16-418 spray-applied polyurethane foam insulations used in exterior walls of multistory buildings located in the High-Velocity Hurricane Zone, comply with Section 2612.3.2.4 of the Florida Building Code—Building. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report,reissued September 2017 and revised April 2018. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed 1111 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,ILC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright O 2018 ICC Evaluation Service,LLC. All rights reserved. Page 8 of 17 ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3102 Seal & Insulate with ENERGY STAR®Supplement Reissued September 2017 Revised April 2018 This report is subject to renewal August 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (713)383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE®NM, ENERTITE®G and ENERTITE®IB-418 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Conformance to the following requirements: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the ENERTITE®spray-applied foam plastic insulation products described in Sections 2.0 through 7.0 of the master report (ESR-3102) have been reviewed for compliance with the applicable codes noted in Section 1.0 of the master report and with the requirements set forth in the Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation products covered by this supplement are defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualifications and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from the Definitions and Testing Requirements for Residential Insulation, Version 1.0. and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. Residential Buildings: Single family homes (attached or unattached), multifamily buildings with 4 units or fewer, or multifamily buildings(condominiums,apartments)with 3 stories or less in height above grade. 3.2 Insulation Product Definition: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not sped ically addressed,nor are they to be construed 111 orD as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC.express or implied,as to any finding or other matter in this report,or as to any product covered by the report �� Copyright®2018 ICC Evaluation Service,LLC. All rights reserved. Page 9 of 17 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 10 of 17 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR program,only Imperial units will be accepted[(h•ft2•°F)/Btu]. Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The ENERTITE® spray-applied foam plastic insulations have thermal resistance R-values as noted in Table 1 of ESR-3102, based upon testing. 3.5 Installation 3.5.1 General: The installation of the ENERTITE®spray-applied foam plastic insulations must be in accordance with the requirements set forth in Sections 4.0 and 5.0 (as applicable)of ESR-3102. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements stated in Section 5.6 of ESR-3102. The insulation should not be installed in direct contact with chimneys, flues or heat-producing appliances. See Figure 7 for recommended clearances. 3.5.2 Personal Protective Equipment (PPE): The following personal protective equipment (PPE) requirements are reprinted from the website of the American Chemistry Council (ACC)and deal with Spray Polyurethane Foam Health and Safety(http://www.spraypolyurethane.org/PPE): "PPE for SPF High Pressure Interior Application: When spraying an SPF two-component high pressure spray polyurethane foam system indoors,sprayers and helpers should wear: • A NIOSH-approved full face or hood-type supplied air respirator (SAR) (as outlined in your company's Respiratory Protection Program) • MDI-resistant chemical gloves(e.g., nitrile),or fabric gloves coated in nitrile, neoprene, butyl, or PVC • Chemically resistant long-sleeve coveralls or chemically resistant full body suit with hood • MDI-resistant fitted boots/booties" "Protective Clothing: The use of appropriate protective clothing is necessary whenever there is possibility of direct contact with SPF chemicals. The appropriate protective clothing varies depending upon the potential for exposure. Applicators and helpers typically wear disposable coveralls to keep spray and mist from contacting skin and clothing. To protect skin, wear PPE in such a manner as to protect all skin (in other words, there should be no exposed skin showing).When not wearing a hood respirator, select a coverall with an attached hood or spray head cover. For tasks where there is a potential for splash, consider a suit coated with an impermeable coating such as PVC and MDI-resistant fitted boots/booties." "Gloves: Gloves made of nitrile, neoprene, butyl or PVC generally provide adequate protection against A-side materials. (See Guidance for the Selection of Protective Clothing for MDI Users, Center for the Polyurethane Industry (CPI) Guidance Document AX178). A-side protection is generally considered adequate to provide B-side protection; however, consult the manufacturer's SDS for specific information about B-side protection." "Eye and Face Protection: Appropriate eye protection helps prevent eye contact from splashes of liquid SPF chemicals, accidental sprays of reacting foam, aerosols and vapors that are likely to be present during spraying,and airborne particulate associated with sanding and grinding operations.The type of eye protection needed depends on the nature of the activity." Persons handling liquid SPF chemicals in open containers can protect their eyes by wearing safety goggles or safety goggles in combination with face shields. The use of contact lenses is discouraged. During application of SPF, eye protection may be provided by virtue of wearing a full-face or hood respirator. OSHA requires that an eyewash* or safety shower be provided in the work area where the eyes or body may be exposed to "injurious corrosive materials." Consult the SDS for all materials to be used on the job in advance to help you understand whether such materials will be present,and if so, how to comply with applicable OSHA requirements. "Respiratory Protection: Engineering controls, such as local exhaust ventilation, can be used to control SPF chemical exposures. Administrative controls, such as work schedules and work practices, are used concurrently to minimize exposure. Respirators are needed when air concentrations continue to exceed occupational exposure limits when engineering and administrative controls are implemented. These limits have been set for a number of SPF chemicals and some common chemicals encountered during SPF application. Air-purifying respirators (APR) and powered air-purifying respirators (PAPR) are generally appropriate for exterior applications and may be used when spraying polyurethane foam in exterior applications. Supplied air respirators(SAR)are ESR-3102 Supplement I Most Widely Accepted and Trusted Page 11 of 17 typically used in interior applications. Refer to the NIOSH Respirator Decision Logic (2004) for more information regarding respirator selection." Ventilation of the work area is required and should be in accordance with Ventilation Considerations or Spray Polyurethane Foam: Guidance on Ventilation During Installation of Interior Applications of High-Pressure Spray Polyurethane Foam as published by the Spray Foam Coalition (SFC) of the Center for the Polyurethanes Industry (CPI). The following statement regarding ventilation of the work area is reprinted from the guidance document: "Work zone mechanical ventilation during and after SPF installation is designed to prevent workers and others in the area from being exposed to SPF chemicals above recommended or permissible levels. Potential health effects from exposure above recommended levels can range from no effects to slight irritation of the eyes, skin or respiratory system to the development of chronic lung or pulmonary disease depending on the individual person and level and duration of overexposure." 3.5.3 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which are reprinted on pages 4 and 5 of this certification. 3.5.4 Figures: Figures 1 through 6 represent general installations of the ENERTITE®spray-applied foam plastic insulations in vented and unvented crawl spaces, the interior of below-grade foundation walls,the exterior of above-grade walls, and in vented and unvented attics. Figure 7 depicts minimum clearances to heat-producing objects.These figures are for illustration purposes only and are not to be construed or used as construction documents. This supplement expires concurrently with the master report,reissued September 2017 and revised April 2018. ESR-3102 Supplement I Most Widely Accepted and Trusted Page 12 of 17 Ci BASF The Chemical Company BASF Re-Occupancy Times for Interior Building Spray Applications Jim Andersen,Marketing Applications Specialist SR 021514 Introduction The application of spray foam insulation is done through special high pressure spray application equipment, Low pressure application units or single component foams. This document will discuss two part foams field process using high pressure application equipment. When the combination of liquid part A compound and liquid B compound is done to produce either closed cell or open cell spray foam insulation there are potential health hazards during the application. OSHA and other government agencies have established protection requirements for all workers that can be exposed to the chemicals during the spray application. Only trained and properly protected workers are allowed in the spray application areas during the spraying and for a period after the spraying has stopped. Requirements The spray area should be posted with keep out WARNING signs before and after spraying. Workers only that are trained and have the necessary personal protection equipment are allowed inside the spray area. All others must be kept out as well as pets. Ventilation of the spray area is to be done incorporating the guidance documents: "Ventilation Guidance for Spray Polyurethane Foam Application," published by the U.S. Environmental Protection Agency(EPA), online at www.epa.gov/dfe/pubs/proiects/spf/ventilation-quidance.html and "Good Practices— Engineering Controls and Ventilation," published by the American Chemistry Council's Center for the Polyurethanes Industry, available online at: www.spraypolyurethane.orq/GoodPractices#EngineeringControls The following general requirements must also be followed, Code of Federal Regulations Title 29 CFR §1926.20 Safety and Health Regulations for Construction: General Safety and Health Provisions available online at www.osha.qov/pls/oshaweb/owadisp.show document?p table=STANDARDS&p id=10606 The applicators and building owners should visit www.spraypolyurethane.ora and also www.spf.basf.com for up to date information about spray polyurethane foam construction applications before starting projects. Industry Established Re Occupancy Times The Spray Foam Industry and government agencies have worked together to establish general guidelines for re occupancy. These can be found at www.spraypolyurethane.orq. The general statement of 24 hours for re occupancy times for interior building applications is the general rule BASF suggests for two part high pressure spray. "Evaluation reports for many types of building products, including SPF insulation, often include the suggested reoccupancy time, which is variable: for an interior application using two-component high-pressure SPF, some manufacturers recommend 24 hours before reoccupancy, and for an interior two-component, low-pressure SPF kit application, some manufacturers recommend a one hour reoccupancy time. Consult the product manufacturer to determine the recommended reoccupancy time for the particular job and SPF in use. Note: "Exterior applications where the spray application is done to a roof top application or exterior walls and where there is wide open air spaces; the risk control is done by closing off all air intake areas to a building interior,(windows, doors, warning signs and HVAC intake vents). Roof or exterior applications will generally have plenty of ventilation with natural wind as well as massive volumes of space to dissipate the concentration of materials. Therefore the controls used for interior applications are not generally required, such as added ventilation. The elastomeric roof coatings vary in risks and must be assessed and the risks evaluated on a job by job and material specific basis by the spray foam applicator company. BASF Re Occupancy Research BASF, Air Products and Honeywell have conducted proprietary studies for indoor air quality measurements on spray foam applications to retrofit attics. Robert, William, James Andersen, Richard Wood, and Mary Bogdan. "Ventilation and Re-Occupancy of a Residential Home Sprayed with High Pressure Polyurethane Foam." Presented at the CPI Technical Conference, September 2012 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 13 of 17 This study of three houses where the attic was sealed and ventilated during the spray application has resulted in no chemicals detected within the house at levels greater than those currently assigned levels by government agencies and private chemical manufactures' Material Safety Data Sheets(MSDS)or Safety Data Sheets(SDS). This particular application process indicates 2 hours after spraying has stopped and ventilation continued that re- occupancy can occur within the homes. The spray foam was done above the sheetrock in non inhabited attic spaces. BASF continues field monitoring testing as well as supports continued research being done by the American Chemistry Council/Center for the Polyurethane Industries of which we are an active member. Summary This information has been provided for use by our spray foam applicators and distributors use. It may also be used to inform end customers who have contracted to have spray foam produced by spray foam applicators to their buildings. It is offered in good faith and believed to present the risks and best industry practices to manage them. Since each field application is different the responsibility rests with spray foam applicators to assess the job risks and control them per the OSHA and others requirements. Technical Questions can be directed to BASF Technical Services 800-706-0712. ESR-3102 Supplement I Most Widely Accepted and Trusted Page 14 of 17 L,orl(,twoi`r�c, l_ fl 6pai.e L_e.tail BASF Spray Foam application to the inside of a conditioned crawl space. r . -- BASF SPRAY.OA / --..- SEATY* RESISTANT Or'. BARRIER ' __—_._.u..__� THERMAL BARRER ' __SIOtN0 I SHEATHING SILL 'UTE / --- • .SEALANT i FINIs1ED FLOOR Iii ri.00ri �- A ROOK Jds• i THERMAL BARRER• (as'squired by coos) MASONRY BLOt}t 11-11=11-11 I BASF SPRAY rOA. 1111=11.111i=11 I�'� Ai FoofNc in VAPOR BARRIER SEALED A NO CAPILLARY BREAK FASTENED TO FOUNDATION MIL POLY WALL DRAM IlE "I NIN / B 1� _ ll�11 if" *Where 4c Gi CA entry IA Td �„� •• •• • tee fervid.o/ (fifties only, I1=11=11=11=11 the -moo GI ted and 11=11=11=11. pnilion barriers co b tn the in(t)o • 1111=11=11=1 oden, the che may be =.11- 7-7111=-71=11 a. tted. See ESR-3102 Tar specific Ofo notion. FIGURE 1 Non-Conditioned Crawl Space Detail BASF Spray Foam applied in a non-conditioned crawl space. ill BASF SPRAY FOAM SEALANT FOOR FLR-0Fl00R ill7. HVAC I/ DUCT 7 TAENT 111111 L BASF SPRAY FOA. 1=11-11= THERMAL BARRIER' 111=411.=11 J (a.required by code) 11-11= \ FLOOR JOIST RI. JOIST ` se tare aro.lspaoe entry M far -- SILL PLATE the wei a of utilities arty, Bre urs of thermal end SEALANT ignition barriera on the interior side of the craellpace may be omitted See ESR-STO2 far ',eclat Information. tpr4im1-11. .11-11-11-11-11 11� H=I1=H=11=11=11=11=11=11=1r- II=II U*II H=p H=IL=IL=II • " FIGURE 2 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 15 of 17 Finisned Basen BASF Spray Foam applied in the bond/rim joist area and malts at a ftrrsrea oasement —BASF SPRAT FOAM �;zs $EALT FLOOR SUBFLODR till'______ 1/1 FLOOR HIST "-,__-:.-1! IBAST SPRAY FOAM1-11-11— -__ BANDAT I XIV 11=41=W [FM-Wit= I SILL PUh -1i POt11lEDALOCK FOUNDATION `'II' BASF SPRAY FOAM L.,_ I fl$RINAL BANNER II SEALANT OVER BOW BREAK CONCRETE SLAB —11—I I-11—i1-11-1111 `IIMill .-11-11=If-11 ialia! #11#117117.11t.117.117.. FIGURE 3 Cathedral Gelling Detail A cathedral ceiling insulated with BASF Spray Foam. ROOF MATERIAL ROOFING UNDEREARIENT 40, \ ROOF DECKING 0 �iBAS' SPRAY FOAM*I -- irki... .„,,,,, _., ..„,,„4„.,i ^ THERMAL BARRIER IuEA TIER RESISTANT BARRIER 1�Il01I -- - CLAWING I ,,..------ --THERMAL BARRIER ----' BAST SPRAY FOAM. i 11 1 • InsulOMOn e,iam.ss ds1srmineb by IECC "Epirurnents and climate term •• Unr*ntNd'o0? Osssrnbliw 00 ccmoy It?+ tM,.quksmsnts turd In *he PC Nsctlon ROM 4 FIGURE 4 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 16 of 17 Unvented Attic Detail An umented attic+notated t v t1 BASF spray Foam T Eller . iONTCre BARRIER AS REWIRED BY BASF SPRAY FOAM I l / ROOF$hEATHINC. arxici no VNDERLA*mei' !t' ROOF COVERMG SOFFIT 8100[I,* r.T1 THERMAL BARRIER VAPOR RETARDER it,REWIRED) BASF SPRAY FOAM• EA-FIAT SHEATHNG wee%eta, I t;xTEle4R HEATHER SAPPER 'iIOMG ViaN JMYYMY� 'BASF Spry Roan an be weed scree.or I,comberalexi rah alter nsuMrn+maenab For overturn results.dee tnckreea sheltie dalermne by the+Aeu4aIon requirements 24 the enemy code ander the climate cone based.Don IRC Sector 806.4 —Consult ESR-3102 far speak reformation pertaining to aliematnneeno oreacrplem xbde roqunemerAt. FIGURE 5 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 17 of 17 Exterior Wall Detail X00000000000000000 ! /►�0"0e°���oos°"0� 00000000°_ I0 /> IE*E0 / °0: — /e vEvag Interior Wall Connection /g Ig BASF Spray Foam' Ig /� Thermal Barrier %%ie ° Gypsum Wall Board ,e Io Ig ga Exterior Sheathing o • Insulation thcikness determined by eg8g'oe IECC requirements and climate zone FIGURE 6 Recessed Fixture Detail The use of a recessed light fixture in conjunction with BASF Spray Foam 1 1/2- MINERAL N001 MINIMUM OR TO DESIGN THICKNESS BASF SPRAY FOAM TO DESIGN THICKNESS IMPORTANT: MUST BE SEPARATED FROM RECESSED UGH TS BY 2.. MUST BE --_ --__ _ __ _ SEPARATED FROM FIREPLACE FLUES BY 3" MEE -- --- / _ L_ 1!2- G"PsUM AALLBOARO SURROUND 'AIM GYPSUM BOX---- !MINIMUM) RECESSED .GHTlNG FIXTURE AND-- HEAT LAMPS FIGURE 7 FORM R405-2017 -1)17 5' Cc./iy F S ion_ V 71-12-71-e FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Weber Residence Builder Name: Ossi Homes&Development Street: 390 Plaza Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL 32233 Permit Number. Owner. Jurisdiction: 261100 Design Location: FL,Jacksonville/Craig County: (Florida Climate Zone 2) 1.New construction or existing New(From Plans) 9. Wall types(4119 ft2) Insulation Area(ft2) 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3798.80 b. Stucco Block Wall R5 Int Bo R=5.0 256.00 3.Number of units,if multiple family 1 c. Unvented Attic Knee Wall R=0.0 64.00 4.Number of bedrooms 2 d. N/A R= 10. Ceiling types(2607 ft2) / Insulation Area(ft2) 5. Is this a worst case? No a. Metal Unvented Attic Foa �/ R=22.0 2607.05 6.Conditioned floor area above grade(ft2) 3053.00 b. N/A R= Conditioned floor area below grade(ft2) 0 c. N/A R= 7. Windows(1067 ft Description Area(ft2) 11. Duds R Area � a.Sup:System 1/Ret:System 1/AH:System 3 6.0 454.71 a.U-Factor. Dbl,U=0.340 441.00 b. SHGC: SHGC=0.22 V b.U-Factor. Dbl, U=0.540 626.33 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.22 a.Split air conditioner 0.0 EER:0.0 c.U-Factor b.4 additional cooling units. (See details) SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. a.Gas furnace 0.0 AFUE:80.0 SHGC: b.4 additional heating units. (See details) Area Weighted Average Overhang Depth: 12.375 ft 14. Hot water systems Area Weighted Average SHGC: 0.220 a.Propane instantaneous(0 gal) Cap:0 gal EF:0.90 8. Floor types(3084.50 ft2) Insulation Area(ft2) b.Conservation features a. Fir floor,frm flr,12"thkns,r-19 R=19.0 602.00 (None) b. Frame Floor Over Ext R19 R=19.0 6.50 c. Slab On Grade R=0.0 2476.00 15.Credits None Glass/Floor area: 0.350 Total Proposed Modified Loads: 117.65 PASS Total Baseline Loads: 119.28 I hereby certify that the plans and specifications covered by this Review of the plans and specifications ---------.,6 .._ calculation are in compliance with the Florida Energy C..e. covered by this calculation indicates O� _..._ p . compliance with the Florida Energy + ' $i,' Code.Before construction is completed, /4". ok PREPARED BY: ' ,�� this building will be inspected for 4 • '..-..,„.•1.,-1!...".e..,-' compliance with Section 553.908 3 r �.." DATE: 4/9/18 , / Florida Statutes. : ,,y• k - y I hereby certify that this building,as .- . ed,is n compliance with the Florida Energy Code. OWNER/AGENT: . , BUILDING OFFICIAL: fil DATE: I. l DATE: S-d-aeve -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50(R402.4.1.2). '' ' wrtesiohfastivtt- 2018-Apr-0916:01:58 - -- Right-Sute®Uriversal 2018 18.0.12 RSU00000 Right-Erergy®Florida 2017 Secton405.4.1 CompliariSoftware Paget ...tradors\OssiDevelopmeri\Weber-390 Plaza rip Calc=MJ8 Frort Door faces: N FORM R405-2017 Duct Leakage Test Report Performance Method e•eQv,Y,d ce,rL C• 0, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 114•r I G E COPY Form R405 Duct Leakage Test Report Performance Method Project Name: Weber Residence Builder: Ossi Homes&Development Street 390 Plaza Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach FL 32233 Permit Number: Design Location: FL,Jacksonville/Craig Jurisdiction: 261100 Duct Test Time: Post Construction Required Duct Leakage from FORM R405-2017 Qn(Out) Duct Leakage Test Results CFM25 Dud Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(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 to ANSI/RESNETACC 380 by oti.E 57,E - Qn specified on FORM R405-2017. either individuals as defined in • Te Section 553.993(5)or(7),Florida • - It Statutes,or individuals licensed as �I► y set forth in Section 489.105(3)(f),(g), ` — -__ _•'� �0 or(i),Florida Statutes. - ,a Signature: •` y ,j a Printed Name: D iv DATE: BUILDING OFFICIAL: vie w.+W1•rs..I• 2018-Apr-09160158 Right-Sute®Universal 2018 18 0 12 RSU00000 Raga-Energy®Rorida 2017 Section4054 1 Compliart Software Page 15 tradors\Osa Developmert\Weber-390 Plaza np Calc=MJ8 Frort Door faces N FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Weber Residence P /� Builder Name: Ossi Homes&Development Street: 390 Plaza OFFICE F F I C E 1 _�r permit Number. Atlantic Beach City,State,Zp: Atlantic Beach, FL 32233 1 ���///L`� V Owner. Jurisdiction: 261100 Design Location: FL,Jacksonville/Craig County: (Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall types(4119 ft2) Insulation Area(ft2) 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3798.80 b. Stucco Block Wall R5 Int Bo R=5.0 256.00 3. Number of units,if multiple family 1 c. Unvented Attic Knee Wall R=0.0 64.00 4. Number of bedrooms 2 d. N/A R= 10. Ceiling types(2607 ft2) Insulation Area(ft2) 5. Is this a worst case? No a. Metal Unvented Attic Foa R=22.0 2607.05 6.Conditioned floor area above grade(ft2) 3053.00 b. N/A R= Conditioned floor area below grade(ft2) 0 c. N/A R= 7. Windows 1067 ft2) Description Area 11.Duds R Area((ft2) ( p ( ) a.Sup:System 1/Ret:System 1/AH:System 3 6.0 454.71 a. U-Factor. Dbl, U=0.340 441.00 b. SHGC: SHGC=0.22 b. U-Factor Dbl, U4.540 626.33 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.22 a.Split air conditioner 0.0 EER:0.0 c. U-Factor b.4 additional cooling units. (See details) SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. a.Gas furnace 0.0 AFUE:80.0 SHGC: b.4 additional heating units. (See details) Area Weighted Average Overhang Depth: 12.375 ft 14.Hot water systems Area Weighted Average SHGC: 0.220 a.Propane instantaneous(0 gal) Cap:0 gal EF:0.90 8. Floor types(3084.50 ft2) Insulation Area(ft2) b.Conservation features a. Fir floor,frm fir, 12"thkns,r-19 R=19.0 602.00 (None) b. Frame Floor Over Ext R19 R=19.0 6.50 c. Slab On Grade R=0.0 2476.00 15.Credits None Glass/Floor area: 0.350 Total Proposed Modified Loads: 117.65 PASS Total Baseline Loads: 119.28 I hereby certify that the plans and specifications covered by this Review of the plans and specifications t calculation are in compliance with the Florida Energy C.se. covered by this calculation indicates .� 1 compliance with the Florida Energy f Qp . Code. Before construction is completed, � � PREPARED BY: ' ,,� this building will be inspected for r,... , 4/9/18 / / Florida Statutes.liance dSection 553.908 . _ DATE: �� s • . !trs I hereby certify that this building,as • . ed,is n compliance with A, , the Florida Energy Code. , OWNER/AGENT BUILDING OFFICIAL: Al DATE: / , I DATE: 5--,--090/e -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017,this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50(R402.4.1.2). .41.► w•%Ws.'so.Pf 2018-Apr-09 16.01.58 Right-Sute®Urrversal 2018 18.0.12 RSU00000 Rigrt-Energy®Ronda 2017 Section 405.4.1 Compliant Software Page 2 ...tactors\OssiDeveiopmert\Weber-390Plaza.np Calc=MJ8 Frort Door faces N • FORM R405-2017 II Building Input Summary Report PROJECT Title: Weber Residence Bedrooms: 2 Address type: Street address Building Type: FLAsBuilt Bathrooms: 2 Lot# Owner: Conditioned Area: 3053 Block/Subdivision: #of Units: 1 Total Stories: 1 Ptatbook: Builder Name: Ossi Homes&Development Worst Case: No Street 390 Plaza Permit Office: Atlantic Beach Rotate Angle: 0 County: Jurisdiction: 261100 Cross Ventilation: No City,State,Zip: Atlantic Beach,FL 32233 Family Type: Single-Family Whole House Fan: No New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 7 Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville/Craig FL_Jacksorwille-Cr 2 36 94 70 75 1217 51 Medium BLOCKS # Name Area Volume 1 System 1 774.00 ft2 7478.00 ft3 2 System 2 1024.00 ft2 11264.00 ft3 3 System 3 1255.00 ft2 10373.05 ft3 SPACES # Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Bed 3 216.00 ft2 1987.20 ft3 No 1 1 1 Yes Yes Yes 2 Bath 2 84.50 ft2 777.40 ft3 No 0 0 1 Yes Yes Yes 3 Bed 2 250.00 ft2 2300.00 ft3 No 1 1 1 Yes Yes Yes 4 B Entry 58.00 ft2 533.60 ft3 No 0 0 1 Yes Yes Yes 5 Storage Mech 406.50 ft2 2995.25 ft3 No 0 0 1 Yes Yes Yes 6 Kitch Din Liv 1024.00 ft2 11264.00 ft3 Yes 2 0 1 Yes Yes Yes 7 Laundry 95.00 ft2 855.00 ft3 No 0 0 1 Yes Yes Yes 8 Master Bed 256.00 ft2 2816.00 ft3 No 2 0 1 Yes Yes Yes 9 Valet 65.00 ft2 585.00 ft3 No 0 0 1 Yes Yes Yes 10 Powder 35.00 ft2 315.00 ft3 No 0 0 1 Yes Yes Yes 11 MWIC 144.00 ft2 1296.00 ft3 No 0 0 1 Yes Yes Yes 12 M Bath 179.00 ft2 1611.00 ft3 No 0 0 1 Yes Yes Yes 13 Bed OTB 240.00 ft2 1779.60 ft3 No 0 0 1 Yes Yes Yes FLOORS # Fbor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Fir floor,frm flr,12"thkns,r-19 cav ins,gar Bed 3 39 ft 19 216.00 ft2 0 1.0 0 2 Fir floor,frm flr, 12"thkns,r-19 cav ins,gar Bath 2 8 ft 19 78.00 ft2 0 1.0 0 3 Frame Floor Over Ext R19 Bath 2 1 ft 19 6.50 ft2 0 1.0 0 4 Fir floor,frm fir, 12"thkns,r-19 cav ins,gar Bed 2 47 ft 19 250.00 ft2 0 1.0 0 5 Fir floor,frm fir, 12"thkns,r-19 cav ins,gar B Entry 12 ft 19 58.00 ft2 0 1.0 0 6 Slab On Grade Storage Mech 6 ft 0 38.00 ft2 0 1.0 0 7 Slab On Grade Kitch Din Liv 128 ft 0 1024.00 ft2 0 1.0 0 8 Slab On Grade Laundry 20 ft 0 95.00 ft2 0 1.0 0 9 Slab On Grade Master Bed 32 ft 0 256.00 ft2 0 1.0 0 10 Slab On Grade Valet 7 ft 0 65.00 ft2 0 1.0 0 11 Slab On Grade Powder 17 ft 0 35.00 ft2 0 1.0 0 12 Slab On Grade MWIC 26 ft 0 144.00 ft2 0 1.0 0 13 Slab On Grade M Bath 33 ft 0 179.00 ft2 0 1.0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed RoofMetal 798 ft2 97 ft2 Light 0.75 No 0.90 No 22 14 2 Gable or shed RoofMetal 1145 ft2 256 ft2 Light 0.75 No 0.90 No 22 27 3 Gable or shed RoofMetal 723 ft2 162 ft2 Light 0.75 No 0.90 No 22 27 4 Flat RoofMetal 38 ft2 Light 0.75 No 0.90 No 22 0 of* wrrril Rift-Sute®Urrversal201818.012 RSU00000 Ri rt-Ener Florida 2017 Section40541 Com IiartSoftware2018-Apr-0916 Page01 3 99 9Y® P 3 .tractors\Ossi Developmert\Weber-390 Plaza.r4D Calc=MJ8 Frort Door faces: N og w (0 a- tV 0000000000000000000000000000000000000o rn �j mp 8 o H >000000000 yu 8 p p p p a 8 7��»�>�7 Q (00(08(OPO(00(00(00C00,f0(00(00(00(00(00(00(00(00(S(00(00(00C00(00(OO(0(OO((OfO(00(00(00(00(00(00((00(00(D F2 O O 00 O O O O 00 O O O 00 O O O 00 O O O 00 0 0 0 0 00 O O O 00 O O 02 0 2 0 0)c 't •c g in tmo U)In In lnlolo In In loin to NoImo tnln°Loomis)In to Lou"Irmo tools)In 1° E tj NnlNNNNNNNNNNNNNNNNNNNNNN,-N.-NNNNNNNNNNNNN E U o 2N00000000000000000000000000000000000000 0 zzzz u_u_ 8 — LL o) a CO 000000000 c 0LO 'E 00000dodo m9, 00000000000000000000000000000000000000 0 CO e a) r ix m ZZ Z Z LL 0 N N N N N N N N N N N N N N N N N N N N N N Q/ IK�Q=a-a=a �a=4=4=cad=Ca4r ������-a ��C4=�� d=�Cd✓d✓� CO O'ct'd(0 001n 0d00000001000�My.000U�0IOpp)t00t00010011MOO C' Q WIN00oaPMMM'pUOOsMs4M4MOM0NOM(NOwAyMN CO O�0n0 1 -CoWeCoC� 'cN pppp NONOOOOr- ,E c NNNNNNNNNNNV�Y V'V 0000000000000000000 Oto 1n(n Q �O () ll')1nON000000 .m r` Q °'N`�'�V °'� o" 0)0 0 0 0 rnrnrnrnrn�r`r`� rnrn.- ---rnrnrnrnrnrnrnrnrn��� N `$� =LL (N N N a1 a L c c.00(.000(.0 OM 0001�M O)MNMOINO(00.--.—��(OW 0(000(00(OOMM 0 01(OM.-v-(OOVNOOVONON(�ntO(OC40)ONMNM(OMOM000OM00.-Q.N-N- o r^ �� — CO CD 0 '6 0000 z J d W QLcc J_� � ��������� U� rnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrn�rnrnrnrnrnornornrnrnrnrnrnrnrnrnrnrnrnrn 0) -8-8-8-.>_.a.a.a.a mw m m J J J JJ V VV V -82 8 MMMNNNNNNa'a'22��cicicicic-,-Ommmm..N W ii.) -.E.- +L- PP J v m 10-o-0«LY'a-0�c c I I I �pp p ii X000 O ;n O Ir O L Q any a)m m 03..92,,,,a,""—0000 I ��I7 2175-1551515> a)a)a)—O O COMM�.O V O o 2 c.am..a`)U.-.1- m mmmmmmmmm LL.cLL m mtblTitfilri�° v a)v o m a)bca)2.- m0 OOOO.00000JJ���� LLLLLL ���mmm 0o .(0 a C C E m m mm a)m mm ma)m m m ma)m=m morn m m mmmmmmmmmow)mm csrc cc cc N DD O D m m m m m m m(0 03 CO U l (o n:110N N N>?m a)fa h a0 (0 co a)a)1a 1 muci f0 ns€0 03 10 ,-co co R >` co xx 0XO(XX00x0((�xO((�xO(cxoo(rx(xx00x0((�xO((1x)(�xO(0x0((xx0(�XO(m(x000((coo(�O( (xO�(�O(coo(yO up cow too coo(xo(x0(X0(0((x0 o�II0 ♦- NN NNNNNNNNNNNNNN QNNNNNENCNNNNNNNNNNNNN lii _() 0 0 0 0 0 0 0 0 0 - o o o o o o o o o o o o o o o o 7 o o o o o C o C o o 0 0 0 0 0 0 0 0 0 o 0 LLLLLLLLLLLLLLLLLL 000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'C 9' o, QQQQQQQQQa T -0-0-0'07:111-0-0-0 g(�C.)9 �- 0)dma)wwmm0 rMg a) .lot 0) ccccccccc �� Q m m m m .- a)a)0)a)a)a)a)a)a) I- O= I- 7 7 7 7 a) c c c c c c c cc E -c c o o oCc o CCCCCCCCc c Co o oo CCCCCCC'c c'C O N N- m ILO-UAL 0 DDDDIm m0DD7 1W IW W IW C £` COMM CO m m m N X22222222 Q Y I. a LUE w) z(nzww(nZW0) Zww(€zzw(nzzw(n(nzw(nzw� { It .,-Nc 't t ,—NM'Y(n(oI-000) % —NMVU)(0I-ODO)Or-NMV(n(OI-OOd70NNNNNNNNNMM143(`A')MMOr3M I g .O > > > 43 IL 1 c0 l0 CS) o a,, c mma)a)ma)mmwma)od8darm0d ,a)`88a) ma - m cccccCcccccococccocccooc 7 5VFAV $ 4tV FNM a) 00000000000D0'0000$00otao U 0) zzzzzzzzzzz oz ozzz ozzz a oz o '�' '�'��'� '�' '�' '�'�"�' cCo cm .g =� e NM 32 a Zy c = m CV CCCC C CC CC CCC C CCCC C C C C C C C m —N M VU) m .-NM7ln W Z J N2 d a) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a3 0 _1 _� ZZZZZZZZZZZZZZZZZZZZZZZZ o 0 v 0 ix 2 0 1!0') OO CO OO 0000 CJ O CC—'C C C C C C C C C C C C C C C C C C C C C ax Q 00000 a e 00v�00070O(Oo00O0000000Oo W 0O0 eD CCNNc �CtC4=�d✓CCc CV= �d 3 E EE o' 0OO 8 co) 0000'-m—pOOMT-O0NOOOON4-O' 000 O 0 o t a) ( (p(p(p 0)M LL NNN�N a J N N C cc C C C = N N N NN =cc=c-==c==='-'-.-=ccc--ccc U LLLLL Q (n)n ininrn ��� �L (0'-.-.-.-.-.-00 O'-.-.-•-O 0.-.-.- < 0 a-3-3-3-3 w N 7 7 7 CO i. 7 77 7 7 C 77 00 7 0 oCoOCo oCo V 07 OO Cp 0 0•1' m 0) CO C01:003 m N 7 Q N o Q CCCCC�CC00 CO OOVVV��(O�VIn co co- 2 rp (0(0(0(0(p LLLLL N ON UUcn - a= 0 rrrrr 7777 r" U Ta m mmmmm a YYYYY C� C" CV� C CSC SCC � Q N M Mf�NNN _ 000000OO000NOOOOOOOOMOOO p) 5 O 0 (or(o(o(o a7 y� r, , < I�tOe-OIC,-IA(07pppp00pp��' 0app(OCV OOVCO�pcp O > Q (f) "0 31 co N Nr---T-N,- N(07 NM7 N-��N,-1.01.1 < W N 7 0 Q III co N ����� O O O 00 I r� € 000000000000000000000000 ca000aocoao 8'uimvi�u) o N zzzzzzzzzzzzzzzzzzzzzzzzawwaa y� w�w� W 1CO 1 7 (L���w C a) Z W ^ w MCn1MM W w wwwww " H 114 �0 Cl) U NNNNNNNNNN(yNNNNNNNNNNNNNE 0 (n U) U O p) 1 -g• 0 NNNNNNNNNNt��AN(NVNNNN(NVN(NVNNNN W 0 es >j+j i x00000000000000000000000 (9a S g � v U J ��� w o F- N co (� 0 W z o E I �N > 2 NNocomiN UNNotUco NU)UNU)inv ; o � 0 N w �, w o 2 000000000000000000000000 0� Z w z R8 z- 1co z V . 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FORM R405-2017 r TEMPERATURES • Programable Thermostat: Ceiling Fans: Cooling X Jan X] Feb [[ X] Mar [ X Apr )),((1 May [ X l Jun ( X Jul [ X] Aug [ X Sep ( X] Oct ( X Nov [ X Dec Heating X Jan X] Feb E X] Mar [ X Apr l ] May [ X] Jun [ X Jul [ X] Aug [ X Sep [ X] Oct [ X Nov [ X Dec Venting X Jan X 1 Feb X 1 Mar [ X]]i Apr [ X 1 May [ X]]i Jun [ X]]i Jul [ X] Aug [ X]]] Sep [ X]] Oct [ X Nov [ Xi 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 "`.,o' `grsi.aph 2018-Apr-09160158 Rigtt-Sute®Universal 201818.0.12RS000000 Rigtt-Energy®Ronda 2017 Section 405 4 1 Compliart Software Page .tractors\OssiDevelopmereWeber-390Plaza.rtp Calc=MJ8 Frort Dor faces N • FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX = 99 The lower the EnergyPerformance Index,the more efficient the home. 390 Plaza, Atlantic Beach, FL 32233 1.New construction or existing New(From Plans) 9.Wall Types Insulation Area(ft2) 2.Single family or multiple family Single-Family a. Wood 2x6 Wall R19 R=19.0 3798.80 . StuR=5.0 3. Number of units,if multiple family 1 c. UnveenntedAttiBlockc Kneec WKall R5 Int 56.00 R=0.0 264.64.00 4. Number of bedrooms 2 d. N/A R= 5.Is this a worst case? No 10.Ceiling Types Insulation Area(ft2) 6.Conditioned floor area(ft2) 3053.00 a. Metal Unvented Attic Foa R=22.0 2607.05 b. N/A R= 7.Windows** Description Area(ft2) c. N/A R= a. U-Factor Dbl, U=0.340 441.00 SHGC: SHGC=0.22 11.Ducts R Area(ft2) b. U-Factor. Dbl,U=0.540 626.33 a.Sup:System 1/Ret:System 1/AH:System 3 6.0 454.71 SHGC: SHGC�.22 c. U-Factor SHGC: 12.Cooling systems kBtu/hr Efficiency d. U-Factor. a.Split air conditioner 0.0 EER:0.0 SHGC: b.4 additional cooling units. (See details) Area Weighted Average Overhang Depth: 12.375 ft Area Weighted Average SHGC: 0.220 13. Heating systems kBtu/hr Efficiency a.Gas furnace 0.0 AFUE:80.0 b.4 additional heating units. (See details) 8. Floor Types Insulation Area(ft2) 14. Hot water systems a. Fir floor,fmi flr,12"thkns,r-19 R=19.0 602.00 a.Propane instantaneous(0 gal) Cap:0 gal b. Frame Floor Over Ext R19 R=19.0 6.50 EF:0.90 c. Slab On Grade R=0.0 2476.00 b.Conservation features (None) 15.Credits None I certify that this home complied with the Florida Energy Efficiency Code for Building Construction '-.. • through the above energy saving features which will be installed(or exceeded)in this home before (1 S7 4 .. final inspection. Otherwise,a n-•, PL a splay Card will be completed based on installed Code ,�j� his f go. - compliant features. Builder Signature: , . Date: / 1/ 7 /r - Zip:it 4 4 'r Address of New Ho, e: ft.) P�i9"zR' City/FL Zi : � � o• � � �w . 32_233 . ....... "Label required by Section 303.1.3 ofthe Florida Building Code,Energy Conservation,if not DEFAULT. 44.1- we�►•t+�salR' 2018-Apr-09 16:0158 Rig lt-Sute®Universal 201818.0.12RS000000 Rig tt-Erergyt9Ronda 2017 Section 405.4.1Compliant Software Pagel tractors\Ossi Developmert\Weber-390 Plazanp Calc=MJ8 Frort Door faces N FORM R405-2017 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescnpti a Methods ADDRESS: 3390 PlazaPERMIT#: Atlantic ideach,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 presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.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 for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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 shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/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(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be dosed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers induding 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-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air. Where using tight-fitting doors on factory-built fireplaces listed and 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 listed 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 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. + ► wr���s�.h 2018-Apr-09160158 Rig lt-Sute®Unversa1201818.0.12 RSU00000 IZgit-Energy®Ronda 2017 Section 405.4.1 CompliartSoftware Page 8 tractorsOOssiDevelopmert\Weber-390Plaza.np Calc=M,18 Front Door faces: 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 ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1.Direct vent 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 at a 1.57 psf(75 Pa)pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls SECTION R403 SYSTEMS R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory). All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts 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(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow 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 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight, moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace 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 turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 44+ vow.y. "" 2018-Apr-09 16 01 58 Rig ft-Side®Universal 2018 18.0.12 RSU00000 Rgft-Energy5Ronda 2017 Section 405.4.1Compliant Software Page 9 .tractors\Ossi Developmert\Weber-390 Plaza.rw Calc=MJ8 Frort Door faces. N FORM R405-2017 ' MANDATORY REQUIREMENTS -(Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as dose as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1 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 shut down. A separate switch or a 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 Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water heating 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 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation,induding: 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-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where 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 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved methodologies,heating and cooling calculation based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY(a) AIRFLOW RATE MAXIMUM CFM CFM/WATT CFM Range hoods Any 2.8 cfrn/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfrn/watt <90 Bathroom,utility room 90 2.8 cfrn/watt Any For SI:1 cfrn-28.3 Umin. (a)When tested in accordance I-M Standard 916 •40 2018-Apr-09 16 01 58 Rig rt-Sute®Universal 2018 18.012 RSU00000 Rgrt-Energy®Florida 2017 Seton 405.4.1 CompliartSoftware Page 10 traitors\OssDevelopmernWeber-390PIaza.n.p Calc=MJ8 Front Door faces 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 load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value forAHRI total capacity isa nominal, rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1.Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 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 equipment capacity 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 greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1.A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2.A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commerdaf Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory). Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will 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. lime switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1.Where public health standards require 24-hour pump 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 or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or 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 pilot lights. '4' 2018-Apr-0916.0158 Rig a-Sute®Universal 2018 18.0.12 RSU00000 Rgrt-Energy®Ronda 2017 Section 40541 CompliartSoftware Page 11 ..tractors\Ossl Developrnert\Weber-390 Plaza.rip Calc=MJ8 Frort Door faces: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, aT ble 2,Standard Rating Conditions-Low Air Temperature.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 eledric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting Mures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 040 w � RigIt-Sute®Unversal 2018 18.0.12 RSU00000 Rgrt-Erergy®Flonda 2017 Section405 4.1 CompliartSoftware 018-Apr-09 Pa16ge 12 Page 12 tradorsOssiDevelopmertWeber-390PIaza.np Calc=MJB Frort Door Faces: N FORM R405-2017 • TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Weber Residence Builder Name Ossi Homes&Development Street: 390 Plaza Permit Office: Atlantic Beach City State,Zip: Atlantic Beach, FL 32233 Permit Number Owner Junsdiction: 261100 Design Location: FL,Jacksonville/Craig COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope.The exterior thermal envelope Air-permeable insulation shall not be used as a requirements contains a continuous barrier.Breaks or joints in the sealing material. air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit 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 openings,drop down stairs or knee wall doors to unconditioned attics paces shall be sealed. Walls The junction of the foundation and sill plate Cavities with corners and headers of frame walls shall be sealed.The 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 R-3 Knee walls shall be sealed. per inch mininxrn. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows,skylights The space between window/door jambs and framing, and doors and skylights 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 insulation. to maintain permanent contact with the underside cantilevered floors) of subfloor decking,or floor framing cavity insulation shall be permitted to be in contact with the top 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 unven ted crawl spaces shall be Where provided in lieu of floor insulation, walls covered with a Class I vapor retarder with insulation shall be permanently attached overlapping joints taped. to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and 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 and conditioned spaces. Recessed Recessed light fixtures installed in the building Recessed light fixtures installed in the lighting thermal envelope shall be sealed to the drywall. building thermal envelope shall be air light and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub 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. Electrical/phone 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 recorrmended 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 of ICC400. 04. ,. .4,0•••••• 2018-Apr-091601 58 Rigrt-Sute®Uriversal 2018 18 0 12 RSU00000 Sgt-_ner,s =cnda201? Section 40541Compliant Software Page 13 tractors\Ossi DevelopmertWeber-390 Plaza rtp Calc=MJ8 Frort Door faces N FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Methods Project Name: b r Residence elder me: po i Ho es&Development ' �la �eermitt rii At antic each te,Zi : anticgea FL 32233 Permit Number: ie'sigg oca on: F acksonvilfe/Craig Cond. 2011 Q0 ond. oor ea: 3 53 ft' Contl Volume: 11 ft3 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data: _ RequiredACH(50)from HOUSE PRESSURE FLOW FORM R405-2017: 1 Pa cfrn 2 Pa cfm Tested ACH(50)*: I 3 Pa cfm 4 pa cfm *Tested leakage must be less than or equal to the required ACH(50)shown on Form R405-2017 for this building. If the 5 Pa cfrn tested ACH(50)is less than 3,the buikling must have a 6 Pan I mechanical ventilation system. 402.4.1.2 Testing option. The building or dwelling 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 wg.(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) (g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove 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;and 6.Supply and retum registers,if installed at the time of the test,shall be fully open. I herby certify that the above envelope leakage Testing shall be conducted by either performance results demonstrate compliance with individuals as defined in Section CO/lig 'fir!► Florida Energy Code requirements in accordance 553.993(5)or(7),Florida Statutes ' with Section R402.4.1.2. or individuals licensed as set forth r<. �' ., _..,,, 0 in Section 489.105 3 w. .,.-- r-�'r ( )(f),(g),or(i)or � - an approved third party.Awritten t9 '�'�"If a. report of the results of the test shall •It 01011,-- Signature: be signed by the party conducting %5+�, the test and provided to the code '600 Wily. Printed Name: official. DATE: BUILDING OFFICIAL: DATE: "}+ WryhS O'f1 2018-Apr-0916:01:58 Rig ft-Sute®Uriversa1201818.0 12 RSU00000 Rgtt-Energy®Florida 2017 Section 405.4.1 CompliartSoftware Page 14 tractorsOssiDevelopmert\Weber-390Plaza.n.p Calc=MJ8 FrortEoorfaces.N FORM 8405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Weber Residence Builder: Ossi Homes&Development Street: 390 Plaza Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach FL 32233 Permit Number: Design Location: FL,Jacksonville/Craig Jurisdiction: 261100 Duct Test Time: Post Construction Rewired Duct Leakage from FORM R405-2017 Qn(Out) Duct Leakage Test Results CFM25 Duct Leakage Test Values Line I System Outside Dud Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Tested Total Sum lines 1-4 House Duct System Divide by Leakage (Total Conditioned Floor Area) 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 to ANSI/RESNETACC 380 by 110 ST4 Qn specified on FORM R405-2017. either individuals as defined in - Section 553.993(5)or(7),Florida ,��. Statutes,or individuals licensed as v may► - set forth in Section 489.105(3)(f),(g), or(i),Florida Statutes. . V = : _ Signature: Printed Name: WS DATE: BUILDING OFFICIAL: �}r wr4iphesotrit 2018-Apr-0916:0158 RigFt-Sutee®Universal 2018 18.0.12 RSU00000 Rgit-Erergy®Ronda 2017 Section 405 4 1 CompliartSof ware Page 15 .tractorssOss Deveiopmert\Weber-390 Plaza.np Calc=MJ8 Frort Door faces. N • Reference Home Characteristics Title:Weber-390 Plaza TMY City:FL Jacksonville-Cr 390 Plaza Atlantic Beach,FL 32233 FLBase2014 Weber Residence 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 Solar Absorptance 0.75 Roof Infared Emittance 0.90 Attic Vent Area(ft2) 2.58 Crawlspace Vent Area(ft2) n/a Exposed Masonry FloorArea(ft2) 49520 Carpet&Pad R-Value 2.0 DoorArea(ft2) 40.00 Door U-Factor 0.400 North WindowArea(ft2) 114.49 South WindowArea(ft2) 114.49 East Window Area(ft2) 114.49 West WindowArea(ft2) 114.49 Window U-Factor 0.400 Window SHGC(Healing) 0.2169 Window SHGC(Cooling) 0.2169 ACH50 7.00 Internal Gains*(Btu/day) 134569 Water heater gallons per day 150.00 Water Heater set point temperature 120.00 Water heater efficiency rating 0.32 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) • wrightso Project Summary ft Date: System 7 By. Jonathan Jacobs Jonathan Jacobs 395 Mereshe Ct,Lorgwood,FL 32779 Phone:386-503-0449 Email:MechariCalcs@gmail.com Web ineedHVACcalcs.com or MectanCalcsLLC.com Pr•'ect Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Notes: Weber Residence Desi• n Information Weather: Jacksonville/Craig,FL,US Winter Design Conditions Summer Design Conditions Outside db 36 °F Outside db 94 °F Inside db 70 °F Inside db 75 °F Design TD 34 °F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 51 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 16016 Btuh Structure 8599 Btuh Ducts 627 Btuh Ducts 720 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16643 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 3337 cfm Structure 1837 Btuh Ducts 351 Btuh Central vent(0 cfm) 0 Btuh HeatingCooling (none) Area OF) 77774 Equipment latent load j 13tuh Volume(ft3) 7478 7478 Air changes/hour 0.57 0.34EguipmentTotaLLoad ++Lt) gliliaCebJh Equiv.AVF(cfrn) 71 42 Req.total capacity at 0.8 S3 HR _ 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT HEATING AND COOLING SYS... Trade BRYANT HEATING AND COOLING SYS... Model 215BNA018 Gond 215BNA018 AHRI ref 9595724 Coil FV4CNFOO2L AHRI ref 9595724 Efficiency 8.5 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 13561 Btuh Heating output 17600 Ruh @ 47°F Latent cooling 2777 Btuh Temperature rise 0 °F Total cooling 16338 Btuh Actual air flow 0 cfm Actual air flow 525 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=35°F Backup:Bryant Input=5 kW, Output=17061 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - Wright sof'!• 2018-Apr-09 16 02.40 . .- • --- • Rigtt-Sute®Unversal 2018 18.0.12 RS000000 Page 1 ..tractorsOssi Developmeri\Weber-390 Plaza.n{) Calc=MJ8 Front Door faces:N Project Summary Date: • wrig�t�oft System 2 By. Jonathan Jacobs Jonathan Jacobs 395 Menashe Ct Longwood,FL 32779 Phone:386-503-0449 Email:MectariCalcs@gmail.com Web ineedHVACcalcs.com or MechanCal sLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Aflantic Beach,FL 32233 Notes: Weber Residence Desi•n Information Weather: Jacksonville/Craig,FL,US Winter Design Conditions Summer Design Conditions Outside db 36 °F Outside db 94 °F Inside db 70 °F Inside db 75 °F Design TD 34 °F Design TD 19 °F Daily range M Relative humidity 50 Moisture difference 51 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 18819 Btuh Structure 11851 Btuh Ducts 689 Btuh Ducts 795 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19508 Btuh Use manufacturer's data y Rate/swingg multiplier 1.00 Infiltration Eu iiDm _n} ns1bl _load ClaTgE3tuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 3337 cfm Structure 1848 Btuh Ducts 398 Btuh Central vent(0 cfm) 0 Btuh HeatingCooling (none) Area(fh) 102 1024 Equipmentlatentioad ,IERDBtuti Volume(ft3) 11264 11264 Air changes/hour 0.38 0.22 equipment Total Load(Sen+Lat) 1 9P Btuh Equiv.AVF(cfm) 71 42 Req.total capacity at 0.82 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT HEATING AND COOLING SYS... Trade BRYANT HEATING AND COOLING SYS... Model 215BNA018 Cond 215BNA018 AHRI ref 9595724 Coil FV4CNF002L AHRI ref 9595724 Efficiency 8.5 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 14514 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 3186 Btuh Temperature rise 0 °F Total cooling 17700 Btuh Actual air flow 0 cfiin Actual air flow 525 cfrn Air flow factor 0 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point=38°F Backup:Bryant Input=5 kW, Output=17061 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -1 wrightis :4V 2018-Apr-09 16 0240 Rigtt-Sute®Urrversal 2018 18.0 12 RS000000 Page 2 _.tractors\Ossi Developmert\Weber-390 Pinar-LID Cain=MJ8 Front Door faces: N Project Summary Date: 4wrfrthtsoft System 3 By: Jonathan Jacobs Jonathan Jacobs 395 Mereshe Ct,Lorgwood,FL 32779 Phone:386-503-0449 Email.MecFaruCalcs@gmail.com Web:ineedFNACcaks.com or MectenCal sLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atiantic Beach,FL 32233 Notes: Weber Residence Desi•n Information Weather: Jacksonville/Craig,FL,US Winter Design Conditions Summer Design Conditions Outside db 36 °F Outside db 94 °F Inside db 70 °F Inside db 75 °F Design TD 34 °F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12064 Btuh Structure 9228 Btuh Ducts 753 Btuh Ducts 870 Btuh Central vent(0 cfrn) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12817 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Eguigmentsensible load c=0.1PBtah Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 3337 cfm Structure 2175 Btuh Ducts 471 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1255 1255 Eauipment latent load )Btuh Volume(ft3) 10373 10373 Air changes/hour 0.51 0.30ui ment Total Load Sen+Lat) Btuh Equiv.AVF(cfm) 87 52 Req.total capacity at 0.8 1.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT HEATING AND COOLING SYS... Trade BRYANT HEATING AND COOLING SYS... Model 215BNA018 Cond 215BNA018 AHRI ref 9595724 Coil FV4CNF002L AHRI ref 9595724 Efficiency 8.5 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 13087 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 3070 Btuh Temperature rise 0 °F Total cooling 16157 Btuh Actual air flow 0 cfm Actual air flow 525 cfrn Air flow factor 0 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=29°F Backup:Bryant Input=5 , Output=17061 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -PP- wrigIt Vt 2018-Apr-0916:02:40 •--• Riglt-Sute®Unversal201818.0.12RS000000 Page 3 ..tractorsbssi Developmert\Weber-390 Plaza.rip Calc=MJ8 Frort Door faces: N • wrightsoft• S Compliance Report o ft System 1 By: Jonathan Jacobs Jonathan Jacobs 395 Merashe Ct,Longwood,FL 32779 Phore:386-503-0449 Email:MecreriCalcs@gmail.com Web ireedl-1VACcalcs.com or MectariCal sLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 93.5°F Sensible gain: 9319 Btuh t/ Entering coil DB: 75.1°F Outdoor design WB: 77.2°F Latent gain: 2188 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 11508 Btuh Indoor RH: 50% Estimated airflow. 525 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bryant Model: 215BNA018+FV4CNF002L Actual airflow: 525 cfrn Sensible capacity: 13491 Btuh 145%ofload Latent capacity: 2847 Btuh 130%of load Total capacity: 16338 Btuh 142%ofload R: 83% //S % /flQ/. Heating Equipment Design Conditions Outdoor design DB: 35.9°F Heat loss: 17110 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bryant Model: 215BNA018+FV4CNF002L Actual airflow: 0 cfrn Output capacity: 14582 Btuh 85%of load Capacity balance: 35 °F Supplemental heat required: 2528 Btuh Economic balance: -99 °F Backup equipment type: Bec strip Manufacturer: Bryant Model: Actual airflow: 0 cfrn Output capacity: 5.0 kW 100%ofload Temp.rise: 30 °F Meets all requirements ofACCA Manual S. w _ 2018-Apr-0916:02:40 _ Rig lt-Sate®Universal 2018 18.0.12 RSU00000 Page 1 ...traclors\OssiDevelopmert\Weber-390PIazanp Calc=MJB Frort Door faces. N Job: . 41- wrightsoft Manual S Compliance Report Date: System 2 By. Jonathan Jacobs Jonathan Jacobs 395 Menasha Ct,Lorgwood,FL 32779 Phone.386-503-0449 Email.MedanCalcs@gmail.com Web:ireedHVACcalcscom or MedenCal sLLCmm Project Information For: Ossi Homes&Development 390 Plaza,Mantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 93.5°F Sensible gain: 12733 Btuh Entering coil DB: 75.1°F Outdoor design WB: 77.2°F Latent gain: 2357 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 15090 Btuh Indoor RH: 50% Estimated airflow. 525 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bryant Model: 215BNA018+FV4CNF002L Actual airflow: 525 cfm Sensible capacity: 13134 Btuh 103°/0 of load Latent capacity: 2877 Btuh 122%of load Total capacity: 16011 Btuh 106%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 35.9°F Heat loss: 20162 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bryant Model: 215BNA018+FV4CNF002L Actual airflow: 0 cfm Output capacity: 14924 Btuh 74%ofload Capacity balance: 38 °F Supplemental heat required: 5237 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Bryant Model: Actual airflow: 0 cfm Output capacity: 5.0 kW 85%of load Temp.rise: 22 °F Meet all requirements ofACCA Manual S. 414- 2018-Apr-09 16 02:40 wrightsoft-• Right-Sute®Unversal201818012 RSU00000 Page 2 tradors\OssiLevelopmertlWeber-390Plaza.rip Calc=MJB Front Door faces N • wrightsoft Manual S Compliance Report Date: System 3 By. Jonathan Jacobs Jonathan Jacobs 395 Mereshe Ct,Lorgwood,FL 32779 Phone:386-503-0449 Email:MecreriCal s@gmail.corn Web:ineedl-IVACcalcs.com or MecteriCal sLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 93.5°F Sensible gain: 10098 Btuh Entering coil DB: 75.1°F Outdoor design WB: 77.2°F Latent gain: 2646 Btuh i/ Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 12744 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bryant Model: 215BNA018+FV4CNFOO2L Actual airflow: 525 cfm Sensible capacity: 13101 Btuh 130%of load 7 Latent capacity: 3055 Btuh 115%of load Total capacity: 16157 Btuh 127%of load L HR: 81% //5% ryr q Heating Equipment Design Conditions Outdoor design DB: 35.9°F Heat loss: 13385 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bryant Model: 215BNA018+FV4CNF002L Actual airflow 0 cfm Output capacity: 14582 Btuh 109%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Bryant Model: Actual airflow: 0 cfm Output capacity: 5.0 kW 127%of load Temp.rise: 30 °F Meets all requirements ofACCA Manual S. wry _ 2018-Apr-0916:02:40 .».._.. ..._ Rig tt-Sute®Uriversa1201818.0.12RS000000 Page ...tractors'Ossi Developmeri\Weber-390 Plaza.np Calc=MJ8 Front Door faces:N • . 4 wrightsoft Duct System Summary Job e: System 1 By. Jonathan Jacobs Jonathan Jacobs 395 Meraste Ct Lorgwood,FL 32779 Phone:386-503-0449 Email:Med-aniCalcs@gmail.com Web:ineedHVACcalcs.com or MecFeriCalcsLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.18 in H2O 0.23 in H2O Available static pressure 0.32 in H2O 0.27 in H2O Supply/return available pressure 0226/0.094 in H2O 0.191 /0.079 in H2O Lowest friction rate 0.091 in/100ft 0.077 in/100ft Actual air flow 0 cfrn 525 cfm Total effective length(TEL) 353 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfrn) (cfm) FR (in) (in) Mali Ln(ft) Ln(ft) Trunk Larndry c 1193 0 67 0.105 5.0 Ox 0 VIFx 33.1 149.0 st4 MBath c 2422 0 136 0.079 7.0 Ox 0 VIFx 48.6 194.0 st5 Mwlc c 680 0 38 0.077 4.0 Ox 0 VIFx 60.0 189.0 st5 Master Bed c 2169 0 122 0.098 7.0 Ox 0 VIFx 40.4 154.0 st4 Master Bed-A c 2169 0 122 0.102 7.0 Oxo VIFx 33.4 154.0 st4 Powder c 685 0 39 0.114 4.0 Ox 0 VIFx 24.0 144.0 st4 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfrn) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 0 175 0.077 320 10.0 0 x 0 VinIFIx st4 st4 PeakAVF 0 525 0.077 491 14.0 0 x 0 VinIFix st1 st1 PeakAVF 0 525 0.077 491 14.0 0 x 0 VnlFlx Return Branch Detail Table Grille Htg ag TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mali Trunk rb2 Ox 0 0 525 103.5 0.077 491 14.0 Ox 0 VIFx wrightsoft- 2018-Apr-09 16:02:40 —._, Rigtt-Sute®Uriversa12018 18.0.12 RSU00000 Page 1 AAA ..tradursbssiDevelopmert\Weber-390 Plaza.rLp Calc=MJ8 Frort Door faces: N * Job: wrightsoftDuct System Summary : System 2 By. Jonathan Jacobs Jonathan Jacobs 395 Menashe Ct,Longwood,FL 32779 Phone:386-503-0449 Email:MechariCalrs@gmail.com Web:ineedHVACcalcs.com or MediariCal sLLCcom Project Information For: Ossi Homes&Development 390 Plaza,Atiantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.18 in H2O 0.23 in H2O Available static pressure 0.32 in H2O 0.27 in H2O Supply/return available pressure 0227/0.093 in H2O 0.192/0.078 in H2O Lowest fiction rate 0.086 in/100ft 0.073 in/100ft Actual air flow 0 curl 525 cfm Total effective length(TEL) 371 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Kitch Din Liv c 2108 0 88 0.096 6.0 Ox 0 VIFx 36.3 164.0 st7 Kitch_Din Liv-A c 2108 0 88 0.073 6.0 Ox 0 VIFx 53.9 209.0 st8 Kith Din_Liv-B c 2108 0 88 0.078 6.0 Ox 0 VIFx 46.8 199.0 st8 Kitch_Din Liv-C c 2108 0 88 0.095 6.0 Ox 0 VIFx 37.1 164.0 st7 Kith Din Liv-D c 2108 0 88 0.073 6.0 Ox 0 VIFx 54.7 209.0 st8 Kitch_Din Liv-E c 2108 0 88 0.078 6.0 Ox 0 VIFx 45.3 199.0 st8 Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st8 PeakAVF 0 350 0.073 446 12.0 0 x 0 VinIFlx st7 st7 PeakAVF 0 525 0.073 491 14.0 0 x 0 VinlFlx st3 st3 PeakAVF 0 525 0.073 491 14.0 0 x 0 VinlFlx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mati Trunk rb3 Ox 0 0 525 107.8 0.073 491 14.0 Ox 0 VlFx Wrightson. 2018-Apr-09 16 02:40 y���+�7� »__,.__ .__. Rig tt-Sute®UnversaI2018 18.0.12 RSU00000 Page 2 ^vim ...tradorsOssiDevelopmertlWeber-390Plaza.ri Calc=MJB FrortDoor faces:N - .4 wrightsof .t Duct System Summary o System 3 By. Jonathan Jacobs Jonathan Jacobs 395 Mereshe Q,Longwood,FL 32779 Phore:386-503-0449 Email:MechariCalcs@gmail.com Web:ineedHVACcalcs.com or Medar9CalcsLLC.cor Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.18 in H2O 0.23 in H2O Available static pressure 0.32 in H2O 0.27 in H2O Supply/return available pressure 0.251 /0.069 in H2O 0.212/0.058 in H2O Lowest friction rate 0.112 in/100ft 0.094 in/100ft Actual air flow 0 cfm 525 cfm Total ellective length(TEL) 287 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mab Ln(ft) Ln(ft) Trunk B Ery c 472 0 25 0.134 4.0 Ox 0 VIFx 18.2 140.0 st2 Bath2 c 466 0 24 0.096 4.0 Ox 0 VIFx 30.6 190.0 st6 Bed 2 c 1511 0 79 0.094 6.0 Ox 0 VIFx 34.5 190.0 st6 Bed 2-A c 1511 0 79 0.094 6.0 Ox 0 VI Fx 35.0 190.0 st6 Bed3 c 2563 0 133 0.137 7.0 Oxo VIFx 14.5 140.0 st2 Storage_Mech c 3576 0 186 0.229 8.0 Ox 0 VI Fx 2.5 90.0 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 PeakAVF 0 181 0.094 332 10.0 0 x 0 VinIFIx st2 st2 PeakAVF 0 339 0.094 432 12.0 0 x 0 VinIFIx Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb4 Ox 0 0 525 61.5 0.094 491 14.0 Ox 0 VIFx .11.7_.:rigmht.Ot t 2018-Apr-0916:02 40 .-__ Rigrt-Sutee®Unversal201818,012RS000000 Page 3 ...tradorsOssiDevelopmertWeber-390Plaza.np Calc=MJ8 Frort or!as.N Static Pressure and Friction Rate Job: • Wright�Of�t Date: System 1 By. Jonathan Jacobs Jonathan Jacobs 395 Meraste Ct,Lorgwood,FL 32779 Phone 386-503-0449 Email MectanCalcs@gmail.com Web.ineedHVACcalcs.corn or MectariCalcsLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atiantic Beach,FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0.05 Heat exchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.32 0.27 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 18 25 Measured length of trunk 42 0 Equivalent length of fittings 189 79 Total length 249 104 Total effective length 353 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.091 OK 0.077 OK Return Ducts 0.091 OK 0.077 OK Fitting Equivalent Length Details Supply 11 C=40,4AE=55,11C=40,11 G=5,11 H=7,11H=7,1A=35:TotalEL=189 Return 6L=20,11H=7,11H=7,11 G=5,58=40:TotalEL=79 wt 2018-Apr-0916:02:40 Rigtt-Sute®Unversal 2018 18.0.12 RS000000 Page 1 ...8actorsOssiDevelopmertlWeber-390Plaza.rip Calc=MJ8 Front Door faces:N • Static Pressure and Friction Rate Jib: wrightsoft Date: System 2 By. Jonathan Jacobs Jonathan Jacobs 395 Merashe Ct Longwood,FL 32779 Phone.386-503-0449 Email:MedhariCal gmaiLcom Web.ireedHVACcalcs.com or MecterCalcsLLC.com Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0.05 Heat exchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.32 0.27 Total Effective Length Supply Return (ft) (it) Measured length of run-out 11 29 Measured length of trunk 44 0 Equivalent length of fittings 209 79 Total length 264 108 Total effective length 371 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.086 OK 0.073 OK Return Ducts 0.086 OK 0.073 OK Fitting Equivalent Length Details Supply 4AE=55,11C=40,11G=5,11G=5,11 C=40,11H=7,11H=7,11G=5,11 G=5,1A=35,11 G=5:Total EL=209 Return 6L=20,11 H=7,11 H=7,58=40,11G=5:TotalEL=79 2018-Apr-0916.02 40 ... Riglt-Sute®Universal 2018 18.0.12 RSU00000 Page t ...tractorsUssi Development\Weber-390 Plaza.R4o Calc=MJB Front Door faces:N Static Pressure and Friction Rate Job: WI'1ltsoft Date: System 3 By. Jonathan Jacobs Jonathan Jacobs 395 erase Ct Lorgwood,FL 32779 Phone:386-503-0449 Email.MedariCalcs@gmail.com Web:ineedHVACcalcs.com or MecreriCalcsLLC.corn Project Information For: Ossi Homes&Development 390 Plaza,Atlantic Beach,FL 32233 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0.05 Heat exchanger 0 0 Supply diffusers 0.05 0.05 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.32 0.27 Total Effective Length Supply Return (ft) (it) Measured length of run-out 7 2 Measured length of trunk 28 0 Equivalent length of fittings 190 60 Total length 225 62 Total effective length 287 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.112 OK 0.094 OK Return Ducts 0.112 OK 0.094 OK Fitting Equivalent Length Details Supply 4AE=55,11C=40,11G=5,11C=40,11G=5,11G=5,11G=5,1A=35:TotalEL=190 Return 58=40,6L=20:TotalEL�O wrighttaoft- 2018-Apr-0916:02:40 Rig a-Sute®Universal 2018 18.0.12 RSU00000 Page ..tradorsYJssi Development\Weber-390 Plaza.r p Calc=MJ8 Front Door faces: N First Garage Job#: Jonathan Jacobs Scale: 1 : 121 Performed by Jonathan Jacobs for: Page 1 Ossi Homes&Development 395 Menashe Ct RghtSuite®Universal 2018 390 Plaza Longwood, FL 32779 18.0.12 RS000000 Atlantic Beach,FL32233 Phone: 386-503-0449 2018-Apr-09 16:02:42 ineedHVACcalcs.cornorMechaniCalcsLLC.com Mech... evelopment�Weber-390Plaza.rup N Second a Split ASHP Bryant 215BNP18 FV4CNFOO2L Split ASHP Bryant 215BNA018 FV4CNFOO2L Bed 2 (` ..' 10x6 10x6 79 cfm 79 cfm • 06" 06' ow xb stSey ,.. 825%4f x4 10x6 10x6 12 x 12�' .7".. t. 25 cfm ai .:1 cfm 1006 88 cfm 88cfm 04" -,jiff 04" 88 cfm 06 06" '� 06" 12x12T Sup Riser 014'. V 012" 010" 012" 08" Vs I 1006 Ban 1006 1 1006 ' 88 cfm 7—i 88 cfm 88 cfm 06" C4 06 06" 1006 133 cfm 07" 522:::::= 187 I:452 kw 0 W 18018 525 cfm { f014" 014" 8x1 10x6 1 — 39cfm _ s 67 cfm �"—� 05" yWM tal0ldly011111110111 iiiii di Powdlig ' °- .4. 1' 1208 12x8 122 cfm 122 cfm 07' 07" Split ASHP Bryant 215BNA018 FV4CNFOO2L Blaster Bed I. ►E. 10x6 38 cfm 1408 04" 136 cfm s Bath MC .1 Job#: Jonathan Jacobs Scale: 1 : 121 Performed by Jonathan Jacobs for: Page 2 Ossi Homes&Development 395 Menashe Ct Right-Sute®Universal 2018 390 Plaza Longwood, FL 32779 18.0.12 RSU00000 Atlantic Beach,FL32233 Phone: 386-503-0449 2018-Apr-09 16:02:42 ineedHVACcalcs.corn or MechaniCalcsLLC.com Mech... evebpment\weber-390 Plaza.rup • N .* Third Bed OTB 18x18 525 cfm 014" Storage Medi II Sup Riser i<3 T'L��' I Ks 012., 186 cfm Lr 08'. Sup Riser t�Q 014., II"7: Ret Riser ntir 014" Sup Riser 014. 111 Rai Riser 011" Job#: Jonathan Jacobs Scale: 1 : 121 Performed by Jonathan Jacobs for: Page 3 Ossi Homes&Development 395 Menashe Ct RightSuite®Universal 2018 390 Plaza Longwood, FL 32779 18.0.12 RSU00000 Atlantic Beach,FL32233 Phone: 386-503-0449 2018-Apr-0916:02:42 ineedHVACcalcs.corn or MechaniCalcsLLC.com Mech... evebpmerrtlweber-390 Plaza.rup 4 <.. Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ` • OFFICE COP,YaLPINE AN Phone:(800)7556001 �i:r«cncr..r.- v.alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 494318 JobDescription: 390 PLAZA (OSSI DEV.)390 PLAZA Address: DUVAL CTY City, State, Zip: ATLANTIC BCH, FL Name, Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License#: LUIS PONTIGO 53311 State: Address: 496 OCEOLA AVE JACKSONVILLE FL 32250 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.02.0123.11 JRef#: 1 W d693530006 Wind Standard: ASCE 7-10 end Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 25 truss drawings and 8 details. Item Seal# Truss Item Seal# Truss 1 214.18.0941.32587 Fl 2 214.18.0941.35913 F2 3 214.18.0941.39290 F3 4 214.18.0941.45367 F4 5 214.18.0941.47670 F5 6 214.18.0941.49680 F6 7 214.18.0941.52583 Al 8 214.18.0942.13130 AlA 9 214.18.0942.18153 A2 10 214.18.0942.21287 B3A 11 214.18.0942.26497 B3B 12 214.18.0942.28667 B4 13 214.18.0942.30763 B5 14 214.18.0942.32503 B6 15 214.18.0942.37827 B7 16 214.18.0942.40583 B8 17 214.18.0943.02673 B9 18 214.18.0943.09893 C10 19 214.18.0943.21230 C11 20 214.18.0926.36121 V1 21 214.18.0926.36151 V2 22 214.18.0926.36089 V3 23 214.18.0926.36075 V4 24 214.18.0926.36090 V5 25 214.18.0926.36122 V6 This dxament has been electronically sigcerl using a fir'itat Sigiuttnre. Printed copies with,utan oriolnai sionaturemusi to verified s sine the oriq nal electronic version. t � M k�P . i Na. 70861 ti -. TATE 4F /4k_* i i * < • r ON At 08/03/2018 !q rNit Florida Certificate of Product Approval#FL1999 Printed 8/3/2018 8:40:46 AM Job Number: 494318 Ply: 1 SEAN:695292 /T21 SY42 Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 7 FROM:BDE DrwNo: 214.18.0941.32587 Truss Label: Fl JB / WHK 08/02/2018 8'11"8 I 10'11"81 19'11" H 8'11"8 2' 8'11"8 g 1'0"4 1'0"4 I'i-2'6" I 2'6"12 I 2'6"12 -- H— --I—2'6"12 1 2'6"12 -H (TYP) 2X4 =3X6 m 3X3 III 2X4 III 2X4=3X3 =3X6 =2X4 A B C D E F G H I J T 3"8 n_ N / \ /_\_/ \ 17 \ /:\_/-\ /. W V U T S R Q P 0 N M '-L III 2X4 1112X4 =3X3 =3X3 =3X3 =3X3 1112X4 1112X4 r 19'11" Loading Criteria(est) 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# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.323 E 720 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.445 E 523 360 W 1083 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 M - - L 1083 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.066 M - - W Brg Width=5.0 Min Req= 1.5 Mean Height:NA ft L NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Brg Width=5.0 Min Req= 1.5 Bearings W&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 9 g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.491 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: 0.654 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 -987 F-G 0 -4236 Wind Duration:NA WAVE VIEW Ver:17.02.026.0123.11 B-C 0-2648 G-H 0 -3742 Lumber C-D 0-3742 H-I 0 -2648 D-E 0 -4236 I-J 0 -987 Top chord 4x2 SP SS Dense E-F 0 -4243 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. V-U 1963 0 Q-P 4104 0 Purlins U-T 3334 0 P-0 3334 0 T-S 3334 0 O-N 3334 0 In lieu of structural panels or rigid ceiling use purlins S-R 4104 0 N-M 1963 0 to laterally brace chords as follows: R-Q 4243 0 Chord Spacing(in oc) Start(ft) End(ft) TC 87 0.25 19.67 BC 120 0.25 19.67 Maximum Web Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24' OC unless shown otherwise above. ptlrrnryrsuo, A-W 0-1015 Q-G 580 -173 Additional Notes ; 0 H. i,'*h* A-V 1373 0 G-P 0 -514 +2x6 continuous strongback.See detail •,••....... �•+'��� B-U 954 1 0 H-N 0 932 STRBRIBR1014 for bracing and bridging ,•' ,E S % U-C 0 -932 N-I 954 0 recommendations. .• \� .•c .�• ; C-S 554 0 I-M 0 -1358 Truss must be installed as shown with top chord up. it • S-D 0 -514 M-J 1373 0 2 ; 0,708, 1 D-R 580 -173 J-L 0 -1015 i . L,at S •T . O = �if ., �Yr co\be� z��pNAL�N,, 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otnerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached mid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Appplates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to �1 L P I N E drawings 160A-Z for standard plate positions. ,1 Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the NJmv COMPANY truss in conformance with ANSI/TPI 1,or for handlingq,,shipping,installation and bracing of trussesA seal on this drrwirlg or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org I .i Job Number: 494318 Ply: 1 SEAN:695204 /T23 SY42 Cust:R9353 JRef: 1Wd693530006 390 PLAZ4(OSSI DEV.)390 PLAZA Qty: 1 FROM:BDE DrwNo: 214.18.0941.35913 Truss Label: F2 JB / WHK 08/02/2018 6" 2 19'11" f 6",2 19'4"4 31"112 �I I 16'6"8 i'112 1`6"'1—1'4"H (TYP) 3X3 m 3X3 2X4 m2X4 A B((( P Q -/- / -'''''>// ///>///>///S Al AX3 —=3X3 A 19'11" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: W.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.000 C 999 360 Al 16 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 T - - S' 110 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.000 T - - Al Brg Width=5.0 Min Req= 1.5 NCBCLL:10.00 Mean Height NA ft Code I Misc Criteria Creep Factor:2.0 S Brg Width=234 Min Req=- TCDL:NA psf Bearings Al&Al are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.077 g g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 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: 0.031 Loc.from endwall:NA FT/RT:20(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 19.67 BC 120 0.25 19.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tgtttftnitptrtt! !� b Additional Notes i� H. 4�lif,,.f See detail STRBRIBR1014 for bracing and bridging *�; ..,,•' .,.? ,, recommendations. ��11e«e�� S••, 4 Truss must be installed as shown with top chord up. 3.•';;«•�.` F .••: a 1 I r Job Number: 494318 Ply: 1 SEAN:695281 /T25 SY42 Gust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 1 FROM:BDE DrwNo: 214.18.0941.39290 Truss Label: F3 JB / WHK 08/02/2018 1 '1"12 81"8 8 10'11" 4 '1 15'112 19'11" 1 8,11"8 2' 4' I 4'9"4 g 1'0"4 1'4"8 1 i-2'6" I 2'6"12 -I--2'6"12---}-- —{ I 7 H 110"12 H (TYP) 1115X6 - 6X6 =2X4 =6X6 =5X6 III5X5 III2X6 1114X6 1114X4 =6X6 6X8 =2X4 A B C D E F G H I J —F 3"8 A.1 _ / Nor ''W V U T S R Q P O N M L =4X8 =4X6 =4X4 =4X4 =3X6 =3X3 =5X8 =5X10 r - - 19'11" A 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# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.440 F 530 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.605 F 385 360 W 1251 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.069 L - - L 1638 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.094 L - - W Brg Width=5.0 Min Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.0 Min Req= 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 Bearings W&L are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.846 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI: 0.867 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)110(0) I:NA GCpi:NA Plate Type(s): A-B 0 -1223 F-G 0 -5904 Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 B-C 0 -3339 G-H 0 -5768 Lumber C-D 0 -4858 H-I 0 -4604 D-E 0 -5878 I-J 0 -1640 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0-5901 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3:W23 4x2 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) V-U 2429 0 0-P 6017 0 TC:From 100 plf at 0.13 to 100 plf at 19.79 U-T 4255 0 P-0 5391 0 BC:From 10 plf at 0.00 to 10 plf at 19.92 T-S 4255 0 0-N 5391 0 TC: 723 lb Conc.Load at 15.15 S-R 5450 0 N-M 3262 0 Plating Notes R-0 5901 0 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins yro1N+•rdtu•ftrhtiJ'f A-W 0 -1211 Q-G 549 -579 toChordlaterally brace chords as Spacing(n oc) follows:Start(ft) End(ft) �P\Y• H. '1)61 rh A-V 1649 0 G-P 0 -449 TC 65 0.25 19.67 +•..•.•••*..*. - y V-B 0-1636 P-H 490 0 BC 120 0.25 19.67 . ��•ie``0 Se•,.0 L* B-U 1234 0 H-N 0 -1410 Apply purlins to any chords above or below fillers $ . Y' • U-C 0 -1215 N-I 1822 0 at 24"OC unless shown otherwise above. : .. laC-S 802 0 I-M 0 -2199 : o.708, S-D 0 -802 M-J 2216 0 Deflection = • D-R 1064 -80 J-L 0 -1575 Max JT VERT DEFL:LL:0.44"DL:0.20".See detail j * k . _ R-E 27 -644 DEFLCAMB1014 for camber recommendations. r Additional Notes .r13 T O w� +2x6 continuous strongback.See detail y '•�/�/ , .r•' 4.' STRBRIBR1014 for bracing and bridging ne.%..l • "i 7t ,••r 4 recommendations. J•'•••"•••*•�V Truss must be installed as shown with top chord up. CORS Q>N��• 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafetyPpractices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rod id ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections 83,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drwings 160A-Z for standard plate positions. Alpine,a division of ITW Buildn4CCom nents GroupInc.shall not be responsible for anydeviation from this drawing an failure to build the truss in conformance with ANSI/TPI 1 or for handling,shipping,installation and bracing f,trussesA seal on this drawing orover page 6750 Forum Drive listing this drawing indicates acceptance of rnfessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thep responsibility of the Building Designer per ANSI/TPI 1 S�c.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 11 Job Number: 494318 Ply: 1 SEAN:695295 /T20 SY42 Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 2 FROM:BDE DrwNo: 214.18.0941.45367 Truss Label: F4 JB / WHK 08/02/2018 8'11"8 10'11"815' { 8'11"8 a 2' I' 4'0°8 1'0"4 1'0"4 r}--2'6" {- 2'6"12 I- 2'6"12 1 H f-- (TYP) 4X4 1112X4 2X4 =3X4 =3X4 =3X3 1112X4 1112X4 =4X4 =4X4 A B C D E F G H 1 3"8 F /-\,/' 1\n/ \4/-\i/ R Q P O N M L K J 1II2X4 =4X6 =3X3 III2X4 =3X3 =3X3 =4X4 =4X4 =4X4 r 15' 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 Ioc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.233 M 745 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.323 M 538 360 R 812 /- /- I- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - J 825 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.049 B - - R Brg Width=5.0 Min Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:2.0 J Brg Width=- Min Req= - Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 Bearing R is a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.586 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.470 Maximum Top Chord Forces Per Ply(lbs) 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 -709 E-F 0 -2077 Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 B-C 0 -1810 F-G 0 -2052 Lumber C-D 0 -2352 G-H 0 -790 D-E 0-2087 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins Q-P 1406 0 N-M 2372 0 In lieu of structural panels or rigid ceiling use purlins P-0 2196 0 M-L 2077 0 to laterally brace chords as follows: 0-N 2196 0 L-K 1510 0 Chord Spacing(in oc) Start(ft) End(ft) TC 116 0.25 15.00 BC 120 0.25 14.75 Maximum Web Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. A-R 0 -759 F-L 0 -527 Hangers/Ties A-Q 988 0 L-G 956 0 (J)Hanger Support Required,by others Q-B 0 -970 G-K 0 -1001 AoptttNttttµp B-P 562 0 K-H 894 0 Additional Notes a H� dyy�1..1��y, P-C 0 -525 H-J 0 -882 See detail STRBRIBR1014 for bracing and bridging `} ••...•...•`1 4, D-M 41 -555 recommendations. ` a.••`E Sp' f/ �`sf Truss must be installed as shown with top chord up. / s••• Nr - �•• 11. • A o.708. 1 ' ick � __ $ SAT . C) � r C , 4*_ \Iri co1DNAL �� 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! •'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shippin installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)for saety 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$3,B7 or B10y as applicable. Appy plates to each face of uss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE � drawings 160A-Z for standard plate positions. A LP I N E Alpine,a division of ITW BuildingCComponents Group Inc.shall not be responsible for any deviation from this drewinilapy failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paqe.. 6750 Forum Drive listing this drawing indicates acceptance of proessionaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org I 1 r Job Number: 494318 Ply: 1 SEAN:695262 /T22 SY42 Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 1 FROM:BDE DrwNo: 214.18.0941.47670 Truss Label: F5 JB / WHK 08/02/2018 • 2'11"4 4.7"8 2'11"4 I 1'8"4 3„ FF- 2.6.E { 1'3" 3X3 =3X4 =3X6 2X4 A B C OM MIN- i -IAiSii- ium H G F E►� II12X4 w 3X3 =3X6 1112X4 r - - 4'7"8- i Loading Criteria(psi) 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.006 B 999 480 LOG R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.009 B 999 360 H 255 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - E 241 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.001 F - - H Brg Width=- Min Req=- Mean Height:NA ft E Br Width=5.0 Min Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 = TCDL:NA psf BearingE is rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.392 a Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.090 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.131 Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 0.00 4.38 BC 49 0.25 4.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. dtttatttiar/rur 4 701;`..,0 H. A.. 4'04; ! .. r ' j O.708. 1 t* & `,,i4L SAT © :Q : 144Zcotv'Z.. CONAL .sz .•-.....•:: '' 08/03/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracin installed per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face.of truss 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 Building_components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,M truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of arooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 1 1 r Job Number: 494318 Ply: 1 SEQN:695267 /T26 SY42 Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 1 FROM:BDE DrwNo: 214.18.0941.49680 Truss Label: F6 JB / WHK 08/02/2018 H- 1'3" F -I 1'3„ 3X6 1114X4 =3X6 A B C Ilitto� IIIA\ iii WU I II VIP 11. I■mmoimmeti�mt► omF E D =4X6 1112X4 1112X4 3 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 B 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.030 B 999 360 F 673 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 C - - D 723 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.001 C - - F Brg Width=3.5 Min Req= 1.5 NCBCLL: 10.00 Mean Height NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=- Min Req=- BearingF is rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.189 a g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.167 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI: 0.375 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft 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 -563 8-C 0 -563 Wind Duration:NA WAVE VIEW Ver:17.02.02B.0123.11 Lumber Maximum Web Forces Per Ply(lbs) Top chord 4x2 SP M-31 Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#2 A-F 0 -647 E-C 786 0 Webs 4x2 SP#3 A-E 786 0 C-D 0 -683 Special Loads B-E 0 -1133 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 100 plf at 0.00 to 100 plf at 3.00 BC:From 5 plf at 0.00 to 5 plf at 3.00 TC: 825 lb Conc.Load at 1.48 TC: 255 lb Conc.Load at 1.81 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) ,,110808111101/044_ TC 36 0.00 3.00 BC 30 0.25 2.75 !`p,M H. L.'"**,, atA24"OClns to unless shownchords otherwi a e abovebelow fillers .•••.........• ',` Additional Notes I�se 4 ':` Truss must be installed as shown with top chord up. i 2 O. tJ$• 1 i �-�'• S T . 0 t. 0 .l • ' vl 0��•: . - 1. • *.d ir co 4IONA. • -. Iw `"ftnna �" 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA) gr 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 ermanent lateral restraint of webs shall havebracin installed per BCSI sections B3,B7 or B10, as applicaf3le. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LP I N E Alpine,a division of ITW Build n CComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of Drofessronal en ineerina responsibility solely for the design shown. The suability and use of this awing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 { I r Job Number: 494318 Ply: 1 SEAN:695210 /T6 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 16 FROM:TPF DrwNo: 214.18.0941.52583 Truss Label: Al JB / WHK 08/02/2018 • 8'5"8 13'9"318'11"9 24 29'0"7 34'2"13 39'6"8 48' 8'58 I 5'3'11 I 5'2"7 I 5'0"7 I 5'0"7 I 5'2"7 I 5'3"11 I 8'5"8 5X6 12 F T T 3 tr E..--3X4 _3G =5X6 �� T3 ----5X6 D -��- H T ;4X8 O 4X8 to i7 o C �' =5X8 I f` � _ co b B '�� ,5X6 _5X6_ J 1 'Th, 4X8 a 3 =4X8 K =3 S. -5X6 12 =5X6 L =3X6( 1) 1---8712 j 31'6"8 * 8712 X1'4"I 8'5"8 I 5'0"7 , 5'2"7 , 5'3"11 , 5'3"11 , 5'2"7 , 501 , 8'5"8 I1'4" 8'5"8 13'5 15 18'8"5 24' 29'3"11 34'6"1 39'6 8 48' Loading Criteria(Fist) 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# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.241 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.446 0 835 180 5 170 /-330 /- /37 /78 /62 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.115 L - - R 1972 /- /- /948 /534 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.212 L - - L 1972 /- I- /948 /534 /- Mean Height:15.00 ft J 170 /-330 /- /56 /97 /- NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.960 Wind reactions based on MWFRS BCDL:3.0 psf S Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.995 R Brg Width=5.5 Min Req=2.3 Spacing:24.0" C&C Dist a:4.80 ft Rep Factors Used:Yes Max Web CSI: 0.854 L Brg Width=5.5 Min Req=2.3 Loc.from endwall:Any FT/RT:20(0)/10(0) J Brg Width=3.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings S,R,L,&J are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Dense:T2,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-C 1877 -934 F-G 1399 -2435 Webs 2x4 SP#3 C-D 315 -447 G-H 1204 -1939 Purlins D-E 1204 -1939 H-I 315 -447 E-F 1401 -2435 l-J 1877 -939 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) TC 42 -1.30 49.30 Chords Tens.Comp. Chords Tens. Comp. BC 410.15 8.46 BC 488 8.46 39.54 B-R 974 -1796 O-N 1971 -1010 BC 41 39.54 47.85 R-Q 1025 -1890 N-M 511 -192 Apply purlins to any chords above or below fillers Q-P 511 -190 M-L 1026 -1890 at 24"OC unless shown otherwise above. P-0 1971 -1006 L-J 975 -1796 Wind ototutttiNdtru, , Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C �.0 H. L.4,,, Webs Tens.Comp. Webs Tens. Comp. member design. ......•••.•'•1 !,,fes. �✓eA t+ . / ,� C-R 831 -1341 F-O 905 -383 Additional Notes txN ••� Z / 'SSC` •.•ti C-Q 2241 -1131 G-N 368 -493 Negative reaction(s)of-330#MAX.from a non-wind �i�• • Q-D 528 -874 N-H 1406 -770 load case requires uplift connection.See Maximum1 ; D-P 1406 -767 H-M 530 -874 Reactions. _ ; o. 08• 1 I. P-E 367 -493 M-I 2241 -1133 WARNING:Furnish a copy of this DWG to the • E-0 441 -180 L-I 833 -1341 installation contractor.Special care must be taken * • • 0-G 441 -177 during handling,shipping and installation of trusses. •. C See"WARNING"note below. S S 'T 0 ,fif osivzo :e.pi • .4. ke 4 co IQNAI E ,. riMt u#wi140 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)t6'rsafety 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 bottomhord shall have a properly attached mid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face otruss 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 Building_components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN Rw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this clawing g or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of poro-fesslonarr engineering responsibility solely for the design shovlin. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S�c.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number. 494318 Ply: 1 SEQN:695213 /T19 GABL Gust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 2 FROM:TPF DrwNo: 214.18.0942.13130 Truss Label: A1A JB / WHK 08/02/2018 1'1" 75"2 54" 6'8" 7,10"412 1'1" I 1'4"2 I 2.10"14 I 1'4" I 1'2"4'l 3 12 F o T SC7 _ ,3X3 v C o B 16, iv io 1 " J =4 G 2X4(C5)X6(CS) 1 8' i 14" 5'4" 14" 1'24 HI 5,4,. I 6'8" 7'10"4I„12 (NNL) �d I 3'10” H Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 C 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.037 C 999 180 J 271 /- /- /139 /97 /80 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 F - - G' 52 /- /- /26 /16 /- 37.00 EXP:C Kzt:NA Des Ld: Wind HORZ(TL): 0.005 F - - reactions based on MWFRS Des d: : 10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:2.0 J Brg Width=3.5 Min Req= 1.5 TCDL:4.0 psf G BrgWidth=92.5 Min Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.289 Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.187 Bearings J&J are a rigid surface. RepFactors Used:Yes Max Web CSI: 0.042 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Truss designed to support 8"maximum gable Top chord 2x4 SP#2 end overhang. Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Stack Chord SC1 2x4 SP#2: Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 46 -1.30 2.50 TC 75 2.50 8.00 BC 93 0.29 0 Apply purlins to any chords above or below 8flllllers , tu' f.,4 rpf" at 24"OC unless shown otherwise above. 1A 11,Wind4.a � .�' E s••. / 4: Wind loads based on MWFRS with additional C&C a-V' .'� V" .,+ member design. $ Right end vertical not exposed to wind pressure. _ 1•0 .708. Additional Notes —vi, i i ; : 3 See DWGS A14015ENC101014&GBLLETIN0118 for ; I . . Job Number: 494318 Ply: 1 SEAN:695216 /T4 COMN Gust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 7 FROM:TPF DrwNo: 214.18.0942.18153 Truss Label: A2 JB / WHK 08/02/2018 8'5"8 13'9"318'11.9 24' 29'0"7 34'2"13 39'6"8 48' 8'5"8 5'3"11 I 5'2"7 I 5'0"7 I 5'0"7 I 5'2"7 I 5'3"11 8'5"8 5X6 F _ T 12 3 .3E4 T2 `, 3X4 G T3 _ 5D6 -::- =5 H6 jjr ,4Xt0 �O� +_ =4X10 to o C _....441111111111111111111111111.111.-�" 5X800_ I m l o �� P =5X6 ` lauA B ;5X6 M II J K ;4X10 =4X10 _S.(A1) B1 ,•R6 - 3 L 66 =3X6(111) 1.--61"12 1 31'8"8 1 6112---i f1'4"I 8'5"8 I 5'0"7 I 5'2"7 , 5'3"11 , 5'3"11 , 5'2"7 , 5'0"7 , 8'5"8 I1'4" 8'5"8 13'515 18'8"5 24' 29'3"11 34'6 1 39'6 8 48' 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# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.275 0 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.511 0 745 180 S 133 /-379 /- /38 /107 /62 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.125 L - - R 2030 /- I- /978 /547 /- Des Ld: 37.00 EXP:C Kzt.NA HORZ(TL):0.230 L - - L 2030 /- /- /978 /547 /- Mean Height:15.00 ft J 133 /-379 /- /57 /125 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.938 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.989 S Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:4.80 ft Rep Factors Used:Yes Max Web CSI: 0.916 R Brg Width=3.5 Min Req=2.1 L Brg Width=3.5 Min Req=2.1 Loc.from endwall:Any FT/RT:20(0)/10(0) J Brg Width=3.5 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings S,R,L,&J are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Dense:T2,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. ' Bot chord 2x4 SP#2:B1,66 2x4 SP SS Dense: B-C 1924 -949 F-G 1453 -2515 Webs 2x4 SP#3 C-D 391 -558 G-H 1256 -2008 Purlins D-E 1256 -2008 H-I 389 -558 E-F 1456 -2515 I-J 1924 -954 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) TC 41 -1.30 49.30 Chords Tens.Comp. Chords Tens. Comp. BC 54 0.15 8.46 BC 46 8.46 39.85 B-R 1991 -3704 O-N 2040 -1062 BC 54 39.85 47.85 R-Q 1036 -1928 N-M 620 -267 Apply purlins to any chords above or below fillers 0-P 620 -265 M-L 1036 -1928 at 24"OC unless shown otherwise above. P-O 2040 -1058 L-J 1992 -3704 Wind tit}tutrliumkrgrf{yrs fyF Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C r I. ,* Webs Tens.Comp. Webs Tens. Comp. member design. .'�'�� *.-a...... { 'i,, ? `rj':+,+'°GENS•'• r , C-R 850 -1379 F-O 942 -409 Additional Notes , \° \ '• �` . • C-Q 2404 -1225 G-N 368 -495 Negative reaction(s)of-379#MAX.from a non-wind - '4 •'; Q-D 525 -868 N-H 1366 -745 load case requires uplift connection.See Maximum 45. 708.1 D-P 1366 -742 H-M 527 -868 Reactions. __ . o .. -- E 367 -495 M-I 2404 -1227 WARNING:Furnish a copy of this DWG to the = * i * , z. E-O 449 -189 L-I 851 -1379 installation contractor.Special care must be taken : • E O-G 449 -186 during handling,shipping and installation of trusses. ` S AT % 0 See"WARNING"note below. 1..0A e ;tQ' r' fibiv 111Z":(4 ,11 •.,I ...* ... / 451, COA#c 4'9;3 ONAI. 00 s4porp'ntl$ 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI aria SBCA)fsafety 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 bracing Installed per BCSI sections 83,87 or B10, as applicable. Appl plates to each face of 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the pN,t,.,c�,,�. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowirlg or cover pagqe6750 Forum Drive listing this drawing indicates acceptance of proTessIona r engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: mew.sbcrndustry.com;ICC: www.iccsafe.org Orlando FL,32821 a , Job Number. 494318 Ply: 1 SEQN:695219 /T1 COMN' Gust:R9353 JRef: 1 Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 4 FROM:TPF DrwNo: 214.18.0942.21287 Truss Label: 83A JB / WHK 08/02/2018 6'6"8 12' 17'5"8 24' I- 6,6„8 I 5'5"8 I 5'5"8 I' 6,6„8 E4X4 12 D T 31iT 2X4 02X4 C E ... m A1166 i A 6 �� 411 F i G � io io 1 nil iI _► -2X4(A1) =3X4 =5X5 =2X4('I r 15'9"4 A 8'2"12 - i 1'4" 8'4"5 7'3"5 8'4"5 1'4" 8'4"5 I 15'7"11 I 24' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria I A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.083 C 999 180 J 598 /- /- /289 /171 /38 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 H - - H 1096 /- /- /518 /315 /- Des Ld: 37.00 EXP.C Kzt:NA HORZ(TL): 0.017 I - - F 320 /- /- /148 /105 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.976 J Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.635 H Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.449 F Brg Width=3.5 Min Req= 1.5 Bearings J,H,&F are a rigid surface. Loc.from endwall:Any 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(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 694 -1179 D-E 563 -306 Top chord 2x4 SP#2 C-D 481 -860 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B-I 1118 -604 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 57 -1.30 12.00 Maximum Web Forces Per Ply(lbs) TC 75 12.00 25.30 Webs Tens.Comp. Webs Tens. Comp. BC 75 0.15 23.85 Apply purlins to any chords above or below fillers C-I 398 -440 D-H 654 -956 at 24"OC unless shown otherwise above. I-D 707 -341 H-E 413 -465 Wind Wind loads based on MWFRS with additional C&C uutnt�erµ�r'rr member design. `� N. Lrrr'Irrr� ( • G.708, 1 -k i• • = _o\ S T . O ... k Atrst i COA N QNAI. :0+ 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'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 bracing installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face of truss 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the .�c omppm truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagqe6750 Forum Drive listing this drawing,indicates acceptance of ro essiona engineeringresponsibility solely for the design shown. The suitability and use of this tawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsl.org;SBCA: www.sbdndustry.com;ICC: www.iccsafe.org Job Number: 494318 Ply: 1 SEQN:695222 /17 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 8 FROM:TPF DrwNo: 214.18.0942.26497 Truss Label: 836 JB / WHK 08/02/2018 12' 15'6"8 -- -� 24' I-- 12, + 3'6"8 } 8,5"8 4X4 D 12 T3 I/ _3X4 =3X4 T C V.C T2 s--n° 7 tT B 1114X6 �� F 1 1 air p tt I r - G K =_3X3(F9) = _4X8 1 _I =_3X3(F9) 0 2 1114X6 =2X4( 12 1 15'9"4 1 8'2"12 A 14 " 5"8 7'6"8 4' 3'6"8 8'5"8 1'4" I5 8' 12' I 15'6"8 I 24' I- H Loading Criteria(par) 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 Udefi U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.258 J 715 180 K 470 /- /- /219 /142 /38 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.042 H - - H 1435 /- /- /689 /227 /- Des Ld: 37.00 EXP:C Kzt.NA HORZ(TL): 0.076 H - - F 233 /-188 /- /79 /107 /- NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS K BrgWidth=5.5 Min Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 1.000 Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.976 H Brg Width=5.5 Min Req= 1.7 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.532 F Brg Width=3.5 Min Req= 1.5 Bearings K,H,&F are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 402-1202 E-F 1333 -368 Top chord 2x4 SP#2:T2 2x4 SP SS Dense: Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Plylbs Webs 2x4 #33 (lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-J 1173 -328 I-H 439 -1314 In lieu of structural panels or rigid ceiling use purlins J-I 1091 -312 H-F 424 -1270 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 -1.30 12.00 Maximum Web Forces Per Ply(lbs) TC 120 12.00 25.30 Webs Tens.Comp. Webs Tens. Comp. BC 95 0.15 8.00 BC 58 8.00 15.54 J-C 535 -92 I-E 1063 -292 BC 53 15.54 23.85 C-I 501 -1487 H-E 403 -1038 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 40rNisatnlHlll�pli�ft,�,i Wind H. '*- Wind loads based on MWFRS with additional C&C Aosit ,.+••+•... . 4) '4 member design. �`�r•.e GE. Sr., :04,� vr•+' �` . Additional Notes ;t A4'�• U Negative reaction(s)of-188#MAX.from a non-wind 1 load case requires uplift connection.See Maximum o. �$`Reactions. i Shim all supports to solid bearing. •off• S •T . • Q 11,;•.,P,\ r� + ` .0 iL COA tl7s9,NAIo 08/03/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anC SBCA)fsafety 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 ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I N . 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 in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of orooesslonaf engineering responsibility solely for the design shown. The suitability 6750 Forum Drive and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn,ICC: www.iccsafe.org l ! Job Number: 494318 Ply: 1 SEQN:695225 /T3 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 4 FROM:TPF DrwNo: 214.18.0942.28667 Truss Label: B4 JB / WHK 08/02/2018 6'6"8 12' 17'5"8 24' I6,6„8 I 5,5„8 I- 5'5"8 -I-- 6,6„8 I =4X4 12 D T 3 p I 2X4 . 4X4 C E T (o A B � �� F G in ir el 1 1 3_14 w K3X4(A1) =3X4 =5X5 2X4 =2X4(1' 1 19'1"4 j 4'10"12 -1 8'4"5 7'3"5 3'5"94'10"12 I 8'4"5 I 15,7"11 I 19'1"4 I 24, I Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L./clef! U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.081 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.145 C 999 180 K 746 /- /- /351 /218 /38 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 H - - H 1115 /- /- /538 /310 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.033 H - - F 192 /-94 /- /62 /82 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 K Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.806 H Brg Width=5.5 Min Req= 1.5 RepFactors Used:Yes Max Web CSI: 0.281 F Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Bearings K,H,&F are a rigid surface. Loc.from endwall:not in 9.00 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(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 622 -1745 D-E 250 -638 Top chord 2x4 SP#2 C-D 505 -1451 E-F 784 -244 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-J 1665 -543 H-F 297 -732 to laterally brace chords as follows: J-I 846 -250 Chord Spacing(in oc) Start(ft) End(ft) TC 48 -1.30 12.00 TC 75 12.00 25.30 Maximum Web Forces Per Ply(lbs) BC 75 0.15 23.85 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. C-J 226 -395 I-E 501 -98 J-D 682 -165 E-H 496 -1354 Wind D-I 169 -378 dtnutniuitrur Wind loads based on MWFRS with additional C&C t f�rrI member design. _016,) y t�, 4ir �,` tF� �T��' 'i E' S .r�lb-%.. 3, V' Z o.708, 1 = T. it i r . .off. S T � �•1 f.COA FS'rONAL•t:t. 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI aria 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 forpermanent lateral restraint f webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggCComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the p truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listing this drawing indicates acceptance of proeessionaf engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.cor ;TPI: www.tpinst.org;SBCA: www.sbdndustry.com;ICC: www.iccsafe.org Orlando FL,32821 4 I Job Number. 494318 Ply: 1 SEON:695228 /T5 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 5 FROM:TPF DrwNo: 214.18.0942.30763 Truss Label: B5 JB / WHK 08/02/2018 • 6'6"8 12' 17'5"8 24' I6'6"8 I 5'5"6 -I-- 5'5"8 I 6,6"8 =4X4 D 3 1.- T T 1 2X4 =4X4 a C E to in �� B io F 1 374 A Y 04, J - I H MG 3X4(A1) 3X4 =5X5 2X4 --2X4(4) 1 19'1"4 A 4'10"12 1'4" 8'4"5 7'3"5 3'5"9 410"12 8'4"5 I 15'7"11 I 19'1"4 I 24' 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 Udef! U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.080 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.146 C 999 180 J 747 /- /- /352 /218 /43 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 G - - G 1123 /- /- /539 /314 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.033 G - - F 108 /-121 /- /16 /23 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 J Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.827 G Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.280 F Brg Width=3.5 Min Req= 1.5 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Bearings J,G,&F are a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 625-1749 D-E 260 -648 Top chord 2x4 SP#2 C-D 509-1455 E-F 777 -234 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-I 1669 -569 G-F 252 -724 to laterally brace chords as follows: I-H 849 -272 Chord Spacing(in oc) Start(ft) End(ft) TC 48 -1.30 12.00 TC 75 12.00 24.00 Maximum Web Forces Per Ply(lbs) BC 75 0.15 23.85 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. C-I 227 -395 H-E 497 -79 I-D 682 -166 E-G 496 -1346 Wind D-H 159 -376 yN anntlV4/do fWi loads based on MWFRS with additional C&C 'member design. 04 N* r�rr . II.°• o.708,1 k* ' . ,. . i . 1 41‘e s •T 0 11 . c �F 1. CD3..��� • _,1 •,,.rf1 At con FS NJ-4. G4F- 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA )fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have aproperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin.gComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN Rw COMPANY truss in conformance with ANSI..PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive listingthis drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Soc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 - Job Number: 494318 Ply: 1 SEQN:695231 /T9 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 3 FROM:TPF DrwNo: 214.18.0942.32503 Truss Label: B6 JB / WHK 08/02/2018 6'4"5 12' 17'5"8 24' I' 6,4„5 I 57..11 I 5'5"8 I 6,6„6 =4X4 D T 3 12 p w 4X4ippype'Pr �2X4 v C E P io , 4 r` io io I .” j — A V 2X4(A1) Il,il 3X4 =5X5 =3X4(.11 I 4' * 20' - A 1'4" 41"12 479 7'3"5 8'4"5 4'1"12 I 8'4"5 I 15'7"11 I- 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 E 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.175 E 999 180 I 1169 /- /- /614 /344 /42 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - F 723 /- /- /339 /198 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.043 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 I Brg Width=3.5 Min Req= 1.5 TCDL:4.0 psf F Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.961 Bearings I&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.985 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.482 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any 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:17.02.028.0123.11 B-C 1007-1152 D-E 971 -1696 Lumber C-D 559 -1053 E-F 1153 -1991 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-I 1191 -933 H-G 1082 -554 I-H 748 -320 G-F 1904 -1050 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply Spacing(in oc) Start(ft) End(ft) (Ib s) TC 64 -1.30 12.00 Webs Tens.Comp. Webs Tens. Comp. TC 43 12.00 24.00 I-C 1348 -1744 D-G 694 -321 BC 70 0.00 23.85 Apply purlins to any chords above or below fillers C-H 394 -269 G-E 364 403 at 24"OC unless shown otherwise above. Wind ousitniosin h Wind loads based on MWFRS with additional C&C $yj� member design. F4, j,,.14''14Left cantilever is exposed to wind a,`A044••�'.. .. 1{} ',.y ;� fi . I : ; • o.748 1 '* ; _ ,,AS ,T ; 0 i 1 cc.i.--' COA QNAI.�N,, 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f'P 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 all have a properly attach€d rigid ceilish n Locations shown for permanent lateral restraint of webs shall have bracing ins-talled per BCSI sections B3,B7 or B10, as applicable. Applly plates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingQ CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ITV/COMPANY truss In conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of,trussesA seal on this drawing or cover pagge,, 6750 Forum Drive listing this drawing indicates acceptance of pro essional engineering responsibilitty�solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org t A Job Number. 494318 Ply: 1 SEQN:695234 /T2 GABL Gust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0942.37827 Truss Label: B7 JB / WHK 08/02/2018 2,3'2 24' F 1'1 1 2F 12' I 21'8'14 I 22'11' 1'1" 9'8"14 9'8"14 17 I 54„ I 1'4"'.1 12 (TYP) =4X4 T 30 T bin — SC1 '3 C'n. /11011� 111'11_OX3 0 I rie A ACP ai Qi =3X6(C5) w m 3X6(C5) =2X4(C5) =5X5 =2X4(C5) 1 24' 1 1'4" I 24' I 1'4" 24' (NNL) (NNL) I--3'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 C 999 240 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.033 C 999 180 AC*85 /- /- /39 /24 /2 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - P* 72 /- /- /35 /22 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.006 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 AC Brg Width=192 Min Req=- TCDL:4.0 psf P Brg Width=96.0 Min Req=- Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.242 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.202 Bearings AC&T are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.093 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS A14015ENC101014&GBLLETIN0118 for Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.30 2.33 TC 120 2.33 21.67 gttuuatrpp TC 44 21.67 25.30 > ! u"<<r�j BC 75 0.29 23.71 `' fa H. /.h4yf Apply purlins to any chords above or below fillers .le; •........�'1 at 24"OC unless shown otherwise above. ► +• �f ... `#,/ •�' i Wind $ : •,,,,_.0 ; Wind loads based on MWFRS with additional C&C : l"z member design. 0.708.1 Truss designed to support 8"maximum gable * : • - end overhang. • t 4ONA / �N ** ilt hipionsa 1010 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Xi 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 bracing installed per BCSI sections B3,B7 or B10, /46\as applicable. Apply platess to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing apy failure to build the ANnw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa a6750 Forum Drive listing this drawing indicates acceptance of prooessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 1 P 9 P W 9; rY 9 t A Job Number. 494318 Ply: 1 SEAN:695249 /118 MONO Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 10 FROM:BDE DrwNo: 214.18.0942.40583 Truss Label: B8 JB / WHK 08/02/2018 • 77„4 7,,,,,,8 7'7"4 3"4 1113X4 12 CD 3 I_____- 1 T — PD in i.. N " A B 11MA 1 `� 1112X6 It 4(A1) A 7'10"8 i I—1,4,E I 77"4 --I T7"4 3" "y1b"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA G 378 /- /- /189 /115 /79 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 F - - E 284 /- /- /138 /89 /- EXP:C Kzt:NA Des Ld: 37.00 HORZ(TL): 0.035 F - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.797 E Brg Width=- Min Req=- TPI Std: 2014 Max BC CSI: 0.524 Bearing G is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.376 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.30 7.88 BC 93 0.15 7.88 Apply purlins to any chords above or below fillers at 24”OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C �H+Wntp member design. � rheq/,f Right end vertical not exposed to wind pressure. `PM ' i• /�,'rr, ii : : o.708. 1 _ '* 1 . •• r.. • 1 SATO _ i•,<::\.fi, • ..,, coAO UN Al. •�'�.% 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fi tsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to LP I N E drawings 160A-Z for sandard plate positions. A Aline,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the AN MY COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.corn,ICC: www.iccsafe.org • , Job Number: 494318 Ply: 1 SEAN:695246 /T24 GABL Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 1 FROM:BDE DrwNo: 214.18.0943.02673 Truss Label: B9 JB / WHK 08/02/2018 • "n6 1'1" 2,5,2 5'3"4 67"4 7'7"4 3'4 I1,1„ I 1.4.,2 I 2'10"2 I 1,4„ I 1' 'I 3 ;1FG I T sci 03X3 I •+ C I B ^ i•I O. f1 R i 1 aye A U U L T1 m3X6(C5) + + 1112X6 6 ill 4(C5) A 7'10"8 i 1.4.. 53"4 I 1'4" _I 1' 534 674 774 3 "8 (NNL) I 37"9 I 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.143 K 624 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.259 K 346 180 1 385 /- /- /193 /114 /77 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 G - - H 277 /- /- /135 /82 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.034 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=3.5 Min Req= 1.5 H BrgWidth=- Min R Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 = Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.549 Bearing L is a rigid surface. RepFactors Used:Yes Max Web CSI: 0.242 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 B-C 619 -707 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS A14015ENC101014&GBLLETIN0118 for Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc Plating Notes intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" All plates are 2X4 except as noted. oc.Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Purlins Splice top chord in notchable area using 3x6. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.30 2.30 TC 75 2.30 7.88 BC 91 0.29 7.88 Apply purlins to any chords above or below fillers fii;�tnrWrrrl' y at 24"OC unless shown otherwise above. rj if�ir /j , Loading 4.) �•�,GE•.S ,tGable end supports 8"max rake overhang.Top •.,cchord must not be cut or notched. Wind ; O.708► l • Wind loads based on MWFRS with additional C&C t * . , member design. i � s Truss designed to support 8"maximum gable /I t S AT : 0 end overhang. s�A�:40, �f �% f cit +MEMBER TO BE LATERALLY BRACED FOR %••••i ,� ", ,t• HORIZONTAL WIND LOADS. �n 1'••......••'w4Go . COAf�l}VV, ` SONAL • Oqiigr '4Mlrq,p,►tix+tlr+M 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, idibi as applicable. Appplates to each face of truss 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 Building_components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the u,,,,,�,��,,�,w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org . Job Number: 494318 Ply: 1 SEQN:695285 /T8 COMN Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Oty: 12 FROM:TPF DrwNo: 214.18.0943.09893 Truss Label: C10 JB / WHK 08/02/2018 • 5'3"4I 10' I 14'8"12 I 20' 5'3"4 4'8"12 4'8"12 5'3"4 4X4 D 12 6 <C4 02E4 cn . . N ,- In _ V1 H B F A 1 G e. =3X4(A1) =5X6 =3X4(A1) 1 20-- -i I_1,4„ I 10' I 20 -d—1,4„-! 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# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.071 H 999 180 B 833 I- /- /463 /336 /161 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 H - - F 833 /- /- /463 /336 /- EXP:C Kzt:NA d:L Des 37.00 -- -- — HORZ(TL): 0.032 H - - Wind reactions based on MWFRS Des d: : 10.00 Mean Height:22.10 ft TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 B Brg Width=5.5 Min Req= 1.5 F BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 q= Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.982 Bearings B&F are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.211 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any 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:17.02.02B.0123.11 B-C 803 -1219 D-E 648 -922 Lumber C-D 648 -922 E-F 803 -1219 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Purlins B-H 1046 -585 H-F 1046 -595 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Plylbs to laterally brace chords as follows: ( ) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. TC 62 -1.27 21.27 D-H 554 -259 BC 112 0.15 19.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C �'trifrrNlrprrrlr member design. rMg ry�f� `p, N. ,fr, 4-., S. '* 1 o.708. 1 _ i : , it y,os 5 T . 0 f '/ 1) ',.OA,. A '^� ; ���441 lam. �s �oivai.04, COA r . 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10, as applicatole. Appplates to each face of truss 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 Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the minvmMw,Nr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover pa e, 6750 Forum Drive listing this drawing indicates acceptance of pprooessionaT engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org , Job Number: 494318 Ply: 1 SEQN:695289 /T10 GABL Cust:R9353 JRef: 1Wd693530006 390 PLAZA(OSSI DEV.)390 PLAZA Qty: 2 FROM:TPF DrwNo: 214.18.0943.21230 Truss Label: C11 JB / WHK 08/02/2018 1'3'16 6' 10' 18'1-9 19'5'8. 6' i 8'1'9 8'1'9 1'3'15 I 3'4'--1-Ye-I (TVP) =4X4 I 12 inb S1 / 4IllithIIIhp3PSC2 � O������������ �A � =3X6(C5) W =3X6(05) 1 =2X4(C5) -,5X5 =2X4(05) 1 20 A I-1'4' 1 20' I 14'-I 4' I (NNL) (NNL) 1`—3'4'—I I—3'4' "1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.002 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.004 C 999 180 AC 221 /- /- /129 /78 /160 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 0 - - P* 74 /- /- /36 /30 /- Des Ld: 37.00 EXP:C Kzt:NA . HORZ(TL): 0.004 0 - - Wind reactions based on MWFRS Mean Height:21.93 ft Wi NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 g dth=5.5 Min Req= 1.5 AC Br Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.263 P Brg Width=234 Min Req=- TPI Std: 2014 Max BC CSI: 0.053 Bearings AC&B are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.063 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Additional Notes Top chord 2x4 SP#2 See DWGS A14030ENC101014&GBLLETIN0118 for Bot chord 2x4 SP#2 gable wind bracing and other requirements. Webs 2x4 SP#3 Stacked top chord must NOT be notched or cut in :Stack Chord SC1 2x4 SP#2: area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC2 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Plating Notes top chord in notchable area using 3x4 tie-plates 24" oc.Center plate on stacked/dropped chord All plates are 2X4 except as noted. interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 42 -1.27 2.00 TC 75 2.00 20.001uontfNgr4hryll TC 42 20.00 21.27 040 L BC 75 0.29 19.71 4`. r"{ �'t"i. Apply purlins to any chords above or below fillers 1� _\ *•,•.4•,•e �,+Q 'i, at 24"OC unless shown otherwise above. /� *.•OE. S*•, tJ,y` •`� Wind • ' Wind loads based on MWFRS with additional C&C 708, 1 member design. i • 4 a Truss designed to support 8"maximum gable end overhang. • r i .- .„0%. SAT : O Q F • • �w ,<A, ....4. s -%%,.. * COA'ff IONAt 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)f 'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed alled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand 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 BuildinlCComponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the truss in conformance with ANSI i 11,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing,indicates acceptance of orooesslonau engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn,ICC: www.iccsafe.org , Job Number: 494318 Ply: 1 SEON:655245 /T12 /VAL Cust:RR9353 JRef: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Oty: 1 FROM:TPF DrwNo: 214.18.0926.36121 Truss Label: V1 SSB / DF 08/02/2018 9'9"8 13'9"8 9'9"8 4' 1112X4 C • 3 - 11128X4 o_ n 3X4(D1) I A . - DF E 1112X4 1112X4 I 13'9"8 H 9'9"8 4, 9'9"8 13'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria I ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.179 E 912 240 F* 74 /14 /34 /- /7 /165 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.488 E 490 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 E - - F Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:15.33 ft HORZ(TL): 0.045 E - - Bearing A is a rigid surface. NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.559 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.738 Maximum Web Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI: 0.100 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) B-E 277 -501 GCpi:0.18 Plate Type(s): _ _ Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.15 13.79 BC 75 0.00 13.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. i�nnmrsulrthnyl Right end vertical not exposed to wind pressure. `�M H. /�',4,-,, Additional Notes /..1 };��\>0E Sit•�f0 moi„. .• See DWG VAL160101014 for valley details. I-V. ; 441 • r s - t* . e ,_ \ SAT : O 17.7 ell COA76:5, ION At 10M1r •�oir mar,w '.- 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety 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 mid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 03,B7 or B10, /4116 as applicable. Appplates to each face or truss 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 AN mV COMPANY 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. listingthis drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI: www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org Job Number: 494318 Ply: 1 SEQN:655248 /T13 /VAL Gust:R R9353 JRef: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0926.36151 Truss Label: V2 SSB / DF 08/02/2018 7'9"8 11'9"8 7'9"8 I' 4' 1112X4 C 12 3 III B4 ■ � o ■ A 3X4(D1) w 1 DF E 1112X4 III2X4 11'9"8 7'9"8 4' 7'9"8 + 11'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.100 E 999 240 F* 74 /14 /34 /- /7 /141 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.272 E 750 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 E - - F Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL): 0.026 E - - Bearing A is a rigid surface. Mean Height:15.58 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.691 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.450 Maximum Web Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI: 0.082 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) B-E 229 -385 GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.028.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.15 11.79 BC 75 0.00 11.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Carntprkra member design. 11r� hyo Right end vertical not exposed to wind pressure. `0 ' +• /rN,, 4/4 oos /13 Additional Notes i • >0 E Sk: t 'r See DWG VAL160101014 for valley details. e• ; f • 0.708 r 1 SATO • r �w � r coa NAL%%40P wt 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI anSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, as applicable. Applates to each face.otruss 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 Building Componnts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the a nwcoMD n 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 orooessionar engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC. www.iccsafe.org Job Number: 494318 Ply: 1 SEQN:655251 /T14 /VAL Cust:R R9353 JRef: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0926.36089 Truss Label: V3 SSB / DF 08/02/2018 1112X4 B 3 t__-- cp A 3X4(D1) _ N 1112X6 9'9"8 9'9"8 9'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D* 74 /14 /34 /- /7 /117 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 C - - D Min Brg Width Req= - Des Ld: 37.00 EXP.C HORZ(TL): 0.058 C - - Bearing A is a rigid surface. Mean Height:15.83 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.585 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.378 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.367 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP M-31 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.15 9.79 BC 118 0.00 9.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C 1ty11rnr member design. > UU urs, Right end vertical not exposed to wind pressure. p, H. �'y.j� Additional Notes 44%tV S el • ••. C`. • See DWG VAL160101014 for valley details $ ri�;`�\+ •• 3w 0.708.1 SATO ' 44, 44, ♦..,,.,•• Co ' QN L%,,,\''.01r 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)f 'r safely 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 bottomhord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-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 drawin any failure to build the .1m/munurr 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 protessionaf engineering responsibility solely for the design shown. The suitability g and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 494318 Ply: 1 SEAN:655254 /T15 /VAL Gust:R R9353 JRef: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0926.36075 Truss Label: V4 SSB / DF 08/02/2018 12 1112X4 3 (i B 0 A=3X4(D1) I = I 1112X6 7'9"8 7'9"8 7'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D* 74 /13 /33 /- /7 /93.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:ll Snow Duration:NA HORZ(LL): 0.020 C - - D Min Brg Width Req= - Des Ld: 37.00 EXP.C HORZ(TL): 0.037 C - - Bearing A is a rigid surface. Mean Height:16.08 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: PBC 2017 RES Max TC CSI: 0.775 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.528 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.223 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.026.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.15 7.79 BC 94 0.00 7.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C tttulnl member design. ,#1NW ulfrup, Additional Notes 44erigt,� �•;:� / 'f`��r%,�� See DWG VAL160101014 for valley details. �\ •✓.• CE•. Ss'•. V % • i0.708x1 • • , • f. os�Ce S •T . © ; . - co ,041*, 08/03/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'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 bracingP installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oft truss and position as shown above and on the Joint-Details, unless notedotherwise. Refer to A LPI N E 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 drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Oran e1Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability g and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 494318 Ply: 1 SEAN:655257 /T16 /VAL Gust:R R9353 JRef: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0926.36090 Truss Label: V5 SSB / DF 08/02/2018 3 L 2X4 B _ o A=3X4(D1) Cn ______----"l___<_._.___..---"T_._____--'--- CD 1112X4 L 5'9"8 519"8 5'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D* 74 /12 /33 /- /6 /69.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C - - D Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:16.33 ft HORZ(TL): 0.014 C - - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.392 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.298 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02B.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 69 0.15 5.79 BC 70 0.00 5.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C frmr member design. ipptlt��tt r+INno,�� 40 Additional Notes Tett•.....H H. , '( '.� See DWG VAL160101014 for valley details. I%),..;�E 4...��.y�% •ami ` ♦ 1.._ r. ♦• V f. �r : • • i s O.i08. 1 a . L,th 'SAT 4 4z-f �` ••....,..••' Ll COR �QNAL tN','r' ""iMwt mpnw0`"° 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety 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 bracing installed per BCSI sections B3,B7 or B10 as applicable. Applplates to each face.of truss 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 Buildin ccomponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,,m,-.0,..0 .o,„.H, truss in conformance with ANSI,i, 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page a Dr. 2400 Lake Oran listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suirability 9 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindusiry.com;ICC: www.iccsafe.org t ‘ Job Number. 494318 Ply: 1 SEQN:655260 /T17 /VAL Cust:RR9353 JRet: 1Wd693530006 390 PLAZA (OSSI DEV.)390 PLAZA Qty: 1 FROM:TPF DrwNo: 214.18.0926.36122 Truss Label: V6 SSB / DF 08/02/2018 3 L 1112X46 A 3X4(D1) : o _.....011111111111161 11,11.1111111111111111111111.11111.11111. II III Ull ..- 7A4 PP D 1112X4 H" 3'9"8 I 3'9"8 3'9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): d4 ti 12 /31 /- /6 /45.5 Risk Category:II R ):NA Wind reactions based on MWFRS BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.002 C - - D Min Brg Width Req= - Des Ld: 37.00 EXP.C HORZ(TL):0.003 C - - Bearing A is a rigid surface. Mean Height:16.58 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.143 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.154 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.040 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02B.0123.11 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 0.15 3.79 BC 46 0.00 3.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C tisfarrtrutfjrj, member design. , p0� H. /, Additional Notes � '•'�*��'a /r'j���'eiy :,� See DWG VAL160101014 for valley details .s,! i••1+ E S�•• !,C4%. I 4.708,1 ' * ` i y,,Ot SINT ' 0 ; Q r \SIC. % .-fl, II "" I 'gr..-,*141." CO ' oNA ,�,,. �"`fvba/nevifIM 'M 08/03/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the nN MNCOMVANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowiilg or cover pa e2400 Lake Orange Dr. listing this drawing,indicates acceptance of orooessionar en ineerincl responsibility solely for the design shown. The suitability 9 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S'ec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ' Or. 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4Brace <I) 1x4 'L' Brace ill (1) 2x4 'V Brace le (2) 2x4 'L' Brace lee (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace Ilk Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' Il' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S P r RI / *2 Standard #2 Stud #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Standard C▪D O u r Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' �I r Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine•sw QJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' Stud Stud J • SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Standard i Standard _ d . D #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B: U▪ - S P rr #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Bir L - H #1 Q1 O I� Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pines's #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 111 #1 > ▪ SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 D F L #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). w Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ■♦wFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B C #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 S P r #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: Lf U HF Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X S P #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). CS #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. C1-1.--1 D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0.129'x3.0' min) nails. - About iL /iI )0 For (1) 'L' brace. space nails nt 2' oc. inV 18' end zbras sad p e ailswatn zones. Diagonal brace option, 31E 31EFor (2) 'L' braces, space Halls at 3' oc. vertical length may beIn 18' end zones and 6' a.c. between zones. doubled when diagonalL' bracing must be a minimum of 80% of web brace Is used. ConnectL member length. diagonal brace for 450# tnt each end. Max webBraceI `'� Gable Vertical Plate Sizes total length is 14'. Vertical Length No Splice #2 orLess than 4' 0' 124 or 253 g iagonal 1'- �E � Greater than 4' 0' 3X4 in leII'Vertical len th showng cut 18'In table above. + Refer to common truss design for ern> at f'1 L_ 1 ' r 1 t.. upper end. I,1 0 U ,il. _J— :i I 0. 1 peak, splice, and heel plates. 401 o l.L.,s !e. . \r• .� • !. Refer to the Building Designer for conditions Connect diagona at ��S""" a midpoint of vertical web. Refer to chart ove 'for m.x able - .+ engih. not addressed by this detail. saDvoiTANTaw FIRNISH�MIS BRAVINGREAD NID FOLLOW ALL CONTRACTORS n ISI*4A BRAVING >HSTALLERS.= : 4'�78` REF ASCE 10—GAB14015 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refe`to ds. follow the latest edition of BCS[(Building Component Safety provide by TPI and SBCA)f s y♦ i : ' DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing :Mess noted otherwise,tap chord shall have properly attached structural sheathing and be S AT 0 . Q r DRWG A14015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint f webs w O e� 'r shallt have bracing osh installed per aboI sections th, .. or Ge-t las,applicable.no Apply plates tow Y O I J I of erhto and position as shown above and on the Joint MO, s,vnoted otherwise. ♦ (�, Refer to drawings 160A-2 for standard plate positions. ♦♦ "44(144/°. ♦ L,y�� Alpine,a tllalslon of ITV Buldkp Ca.panents Group In<.shall not be responsible for �/ w• r• ♦e . AN IIWCJOMPMWI this drawng,any falure to saes the truss In canfornance .Nth ANS[/TPI 1,or far hanali B app /L-♦e♦♦e�wwl.wM♦s•♦ �,� e MAX. TOT. LD. 60 PSF iSt Installation L bradng of trusses. S• JO A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 1\13723 1 Riverport\Drive engineering responsibility solely for the design shown The suitability and use of this drawinge \\Suite\200 for any structure Is the responsibility of the Building Designer per MISI/TPI 1 Sect. 41, ��i!. ^^*7cr�1 I\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites. nl MAX. SPACING 24.0' ALPINE,www.alpineltwcomr TPlewww.tpinst.orgi SBCA, wwwalocindustry.arip ICC.www.lccsnfe.org ('()A N1R7178l7(11R Commentary: Deflection and Camber ' Camber may be built into trusses to compensate L = Span of Truss (inches) for- the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of' loads. Providing camber has the 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) T 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. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for et�ui�T limiting deflection and estimating camber. Conditions or Note: The a + � �1Xj�J,��ad may be considerably less than codes may exist that require exceeding these tin ``d' _•men eiac}�k�d;19,. recommendations, or past experience may warrant using .`��};.•'�'GE S•e •/ '`, more stringent limitations, : �Z t� •.� e• laller/ARILDIGIoa READ AND FOLLOW ALL NOTES EH THIS DRA ssD'tRTANTw FURNISH THIS(RAVING TO ALL CONTRACTORS INCLUDINGV TIE INSTALLERS.= ~ 0 ;' 1REF DEFLEC/CAMB Trusses requre e.trene care in fobrkotbg,handing,shipping,Instoiling and bracing. ReF `t de l ' DATE 10/01/14 fellow the latest edition of BCSI(Belding ion. Installers Iall provide a TPI antl acro F ail{tyi ee —_ practices prior to performing these functions. Installers shall provide temporary bracing BCSI. s /11111164, Unless noted otherwise,top chard hall have properly attached structural sheathing and bot S AT ' 0 �, DRWG DEFLCAMB1014 shall hove a properly attached rigid ceiling. Locations shown for per-moment lateral restraint we 'w FUR [ shall have bracing Installed per SCSI sections B3,B7 or NO,as applicable. Apply plates to ea 1�1 01` I of truss and position as shown above and of the Joint Betolls,unless noted otherwise. i • V Refer to drawings 160A-Z For standard plate positions. •. f 1. � �/�4 Alpine,a division of ITV Bolding Components Group Inc.shall not be responsible for any devlo r��.•` R e' t e•:::**: v AN 11W COMPANY this dna hg any failure to build the truss In conformance with ANSI/TPI I,or for handing,stAppin C •e••er.rwase ,Installation t bracing of trusses.A seal on this drawing or cover page lis i ng tis drawing,Indcntes acceptance of professional NI\13723\Riverport\Dove enpYneering responsB�lllty solely for the design shown. The suttabBity and neeof this drawinge�Ip. �RA`�'\\Suite\200far' to theofSIIt44,1 ti \\Maryland\Heights,\MO\63043 For Information see this Job's general notes page antl these web sites. I1/4m ALPINE.www.alpineitwconl TPI.www,tpinst,orgi SEA.wwwsbcindustry.orgi ICO wwwlccsofe.org rnA ctilt J7018 Gable Detail For Let-in Verticals Gable Truss Plate Sizes Sybout m' O Refer to appropriate Alpine gable detail for ' A minimum plate sizes for vertical studs. 11 11N6 +ORefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Gnble Iiii Vertical O Examples 2X4 115 © Length typ. 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Ii\ Ai© Member Member 1111 1111111 ii © Co Toe-nail - Or - End-nail IIILimillik Milli , /\ OO To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical l0d Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rl.ld Shenthln, Toennlled Nails, specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nall (4) toenails In the top and bottom chords. 'T' Relnf. 'T' T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load, Member 2x4 30 ASCE 7-05 Gable Detail Drawings Exam le 2x6 20 P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detnll Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30X = 1.30 A11530ENC101014, A1203OENC101014, A1403OENC101014, AI6030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC101014, A20030ENC101014, A20030END101014, A ,Q l' 1101014 Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENC1008 II QBy 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015END 01- D100 1 /4/r, 511530ENC100815, S12030ENC100815, 514030E �QB�(ap.30EJ •10 �i Y T S18030ENC100815, S20030ENC100815, S200 ,? .:1••,. 9/� AI 4 Nall I.1 �1 - ..--,,,\V . .L� %'. Ceiling See appropriate Alpine gable detail for mail ul�n,InP>Fced gale e l`F• -ngth. « e • • M i 0.708' 1 ..VARNISH READ AND FOLLEIV ALL NOTES l S THIS DRAVINQ " REF LET-IN VERT ..OPORTANT..FURNISH THIS BRAVING TO ALL CONTRACTORS D CLUDRK THE INSTALLER& * « w ' Trusses require extreme care h fabricating,handling, shipping,Installing and bracing. Ref o and. follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA) for afety i S AT • Q DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per S • e Unless rated otherwise, top chord shall have properly attached structural sheathing and bolt ` • ., shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint odor `• �. e DRWG GBLLETIN1014 O F� ' shallthavetruss brnd installedperaboI and on t3, B7 or BIO,as unless Applyt plates to each •«� , ' s� ' ELP: \v' of v and position as dyer above and on the, 7 Details,unless noted otherwise. •• 'e. fey s. Refer to drawings 160A-Z for standard plate positions. ••«w.,r,ww«• AN 11wCOMR4NY Alphe, n division of ITV BWldhg Components Group Inc. shall not be responsible for any deviation fr ,,�r this drawing,any fnure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, ,y PCINAL tt•+e• MAX. T❑T, LD. 60 PSF installation L bracingof trusses. %il A seal on this drawing or cover page listing this drawing,indicates acceptance of professional •s1l *Mgen1044 \\13723\Riverport\Drive engineering responsibility solely for the design shown. The suitability and use of this drawing D U R. FAC, A N Y \\Suite\200 far any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 20A#O8/9g/2018 \\Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites. MAX. SPACING 24.0' ALPINE, www.alpheitw.com) TPI1 www.tpinst.orgi SBCA www.sbchdustry.org)ICC www.lccsafe.org -- STRONGBACK BRIDGING REC❑MMENDATI❑NS 1...-All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK 'stress graded lumber.' � BRIDGING TOGETHER �`� P.--All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' `' 0/f`11 The purpose of strongback bridging is to -p" ATTACH SCAB WITH lad BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 ((0.1208'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB NOTE' 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 g g g' STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods ..The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TOmistakenly used interchangeably. 'Bracing' is an WEB W/ <3) 10d COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR <4) lad BOX/GUN or roof system. Refer to the Truss Design O 28'x3.0') NAILS /� Drawing (TDD) for the bracing requirements for 10.000010 �lrf% AVO ' ill' each individual truss component. 'Bridging,' Ire' �� particularly "strongback bridging" is a recommendation for a truss system to help \�014, / control vibration. In addition to aidingin the Mit ��' distribution of oint loads between ad 'acent 0.1 Nerldrillii ��� I P J\/ truss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. up to l0'None required 10'to 20'I rot(at center of span) The performance of all floor systems are <2) 10d COMMON (0.148'x3.0') OR 20'to 30 2 rots<I at each 1/3 polls) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40'3 rots(I at each U4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space roes at It oc.plots) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3)laby Alpine. OR COMMON (/GUN'x0.12) NAILS For additional information regarding strongback (4)lOd BOX/GUN (0.128'x3.0') ® g g g NAILS. bridging, refer to BCSI (Building Component �� .............„00000,10 ��/�/ Safety Information), 1111111110111k . 11\0100111411We tilir..w.'1440. , O. INIMrill41444411441' 11111\ ''P`mi'''400... ' of{Itttitl�ttitji 40600 H \/ ATTACH S , BkP' /1r, �i <?> E. :. G .. :. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES y :�"•=; aNSGIa.READ"MLALL �s�ramf ; 0.7O8• I ' - TC� LL PSF REF STR❑NGBACK..D TANTil IH THIS AVD TO CONTRACTORS INCLUDING naTA.LER Trusses require extreme care In fabricating,handing,shaping,Installing and bracing. Refq to ani rTC DL PSF DATE 10/01/14 folio.the latest edition of SCSI(Bu%tllrp Component Safety Information,by TPI and SBCA)f reety w practices prior to performing these functions. Installers shall provide temporary bracing EMI.e Unless noted otherwise,top chord shall have properly attached structural sheathing and on d12: shall have a properly attached rigid crNNp. Lamtlons shorn For pernanmt lateral restro' of." S AT 0 • BC DL PSF DRWG STRBRIBR1014 [um 'I w� 1 stall Pave brncMq Instolltd per Irv. B3,B7 or 010.os unlesoblr. Apply Wates to fee IN, • //IX" m I` J of truss and position ns shown above and on the Joint Detnlls,unless noted otherwise. �1 `� Lr BC LL PSF Refer to drawings 160A-Z for stondord plate positions. i. AN RW QOMI h,NY this drawing,advlslon of ITV Building Components Group Inc.shall not be responsible for any devin •��� •�• any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shl�l .. •" tt ,,,,,,*k 40. TOT. LD, PSF Installation L brodng f trusses. �i •'•.w r,,.rw•r f'. *� A seal on this:awing or cover page Doug this drawing,Indicates acceptance of professional Li I\137231 Riverport\Drive engraeKq responsbllt solely far the design show.. The swtnb%ny Dodi use of this d-n.rrg d DUR. FAC, 1.00 \\Suite\200 for any structw to the respons Rlty of the=Trig Designer per Ae6I/TPI 1 Sect. /iy ��R/ �`f,,, rpt \\Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites. /fy ie ALPINE...w.olpinelt..con,TPI.www.tpinst.org,SBCM wrw.sbcindustry,org, ICC..ww.lccsafe.org !•I\A H� tw SPACING ('1 018 Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 4 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley to every supporting truss with: Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=S psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Bottom chord may be square or pitched cut Purlins at 24' o.c. or as otherwise specified on engineer's sealed design as shown. Or By valley trusses used in lieu of' purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from x** Note that the purlin spacing for bracing the top chord of' the truss separate 2x4 members. beneath the valley Is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 4X4 3X4 12 gg Valley 12 Max. I— I Spacing 1 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip -i►---- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4oe-nailed \...,,,i. 12 Co mon Trusses 12 Max, I— at 22-' o,c, X3 ;, alloy S t ' 1X3 � 9 5X4/SPL (Max Spacing) 2X4 P c'( ug _A a '4 . c_ 1X3 {� 6-0-0 ��(` ota ¢1X3 fl 1X3 a 59 4lkt sji !"4 r r r r r r r r ,`r, �r ,..ee �r41 n T usses Partial Framing 20-0-0 (++) H ds�'�' `��GE\ Qe"' tr�w2'' once Plan Supporting trusses at 24' O,c. maximum spacing. �ag �• fi s II, s:4 1 r • r aVARI@ges READ AIC FOLLOW ALL!RITES ON THIS GRAVOGI TC? 30 30 40PSF REF VALLEY DETAIL aDpptTANT..FURNISH THIS GRAVING TD ALL CONTRACTORS INCWDI G THE INSTALLERS Trusses require extreme care In fabricating,handling,shipping,Installing and bracing Refer to follow the latest edition of BCSI tdb,g Component Safety Information,by TPI and SBCA)for safer '7k (Bu :DL 20 15 7 PSF DATE 10/01/2014 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI e Unless noted otherwise,top chord shall hove properly attached structural sheathing and bottom c d a. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of w ,�L; S AT ; 0 •B(�DL 10 10 10 PSF DRWG VAL160101014 O shall have bracing Installed per SCSI sections B3,B7 or BIO,as applicable. Appy plates to each fac • I of truss and position as shown above and on the Joint Details,unless noted otherwise. �� .� • LL 0 0 0 PSF I V Refer to drawings 160A-2 for standard plate positions. • L Alpne,a Mvlsbn of ITV Butdang Components GrInc.shall not be responsible for devl¢Gon fro ••••-` >' , e�� AN mNN►HMNY this dra an fatur m Ix td She to::I canfarmance with ANSVTPt 1,ar far na myn whit(` '•. r�.•e• OT. LD. 60 55 57PSF Installationen L bracing of trusses. g. pprq, •' Y ' ,�T� A seal on this drawing or cover page listing this Jawing,Indicates acceptance of professional ',US/01\7;1 A .04' �1e' I\13723\Riverport\Drive engineering repons�Iiy solely for the design shown The suitability and use of this drawing a N for any structtre is the responsinilty of the Building Designer per ANSI/TPI I Sect by, �N DUR.FAC.1.25�1.33 1.15 1.15 \\State\200Aip1kItytfl \\Maryland\Heights,\MO\63043 For wore Infornatlon see this Job's general notes page and these web sites, ALPINE.•w.alpnelts.conr TPI.sww,tpinst.orgr SBCA.swwsbclndusbry.orgi ICC..se.lccsafe.org con 1111X /20 I�' SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 F- Or: 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'V Brace we (1) 2x6 'V Brace ■ (2) 2x6 'L' Brace we Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: Spruce-Pine-Fir Hem-Fir [" #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S P r NI / #2 Standard *2 Stud #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' *3 Stud *3 Standard CD c O u r Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' I�r Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 14' 0' Douglas Fir-Larch Southern Plneww■ Q1 #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' Stud _ __JS P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Standard Standard d DFL #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' ___ Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B: U S P P #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr L U l_1 F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *1 11 Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' W Q Douglas Fir-Larch Southern PineAu SP #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 #2 4' Il' 8' 4' 8' 8' 9' 10' 10' 3' II' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 *2 .-D� D F L #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). w Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' wweFor 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD UHF Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O i 1 r Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--1 D F L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' - Symm �1^- Attach 'L' braces with IOd (0.128'x3.0' min) nails. / / / About itii ii I )k For (1) 'L' brace: space nails at 2' o.c. able TrussIn 18' end zones and 4' o.c. between zones. Diagonal brace option: �r•` 31()Kri or (2) 'L' braces: space nulls nt 3' o.c vertical length may be T In IS' end zones and 6' o.c. between zones. doubled when diagonal 18' • 'L' bracing must be a minimum of 80% of web brace is used. Connect L Y� member length. diagonal brace for 450# I 'L• -}' at each end. Max web Brace I `� Gable Vertical Plate Sizes total length Is 14'. ��_ ,,11111111th Vertical LengthNoSplice2x4 DF-L #2 orILess than 4' 0' IX4 or 2X3 better diagonal r -tl Greater than 4' 0' 3X4 Vertical length shown brncet single 18' •'' 1 or double cut i4,t 'In table above. f + Refer to common truss designfor 45' (as shown) ntL_ Z/ upperend �� 1 ` peak, splice, and heel plates. I!�..;. eN.'; ' Refer to the Building Designer for conditions Connect diagona at '� �$j !��''`• • not addressed by this detail. midpoint of vertical web. Refer to chart 4$'bo oi—or .x gable ••VART@MSNe READ ANB FOLLOV ALL NOTES ON THIS DRAVINGI i p, . REF ASCE7-10-GAB14015 wwTf' lTNORfTww FIRPIISH THIS DRAWING TO ALL CONTRACTS INCLUDING TIE INSTALLERS2 wTrusses require exteme care in fabricating,ho *hig,shipping,installing and bracing. Refei to once yenh. follow the latest etion of BCSI(Building Component Safety Information, by TPI and SOCA)f s*t)A DATE 1001X14 4166/ practices prior to performing these functions. Installers shll provide temporary bracing I. •lrrttee noted otherwise,tap chord s1w11 have properly attached structural sheathing and bo u, - DRWG A14015ENC101014 .hall have a property attached rigid ceiling. Locations shown for permanent lateral restraint F."b4; S AT 0 A F1 O A 1I shall have bracing installed per BCSI sections B3,B7 or HIO,as applicable. Apply plates to ea • t�QQ�� lyl�� I`vl of truss and position as shown above and on the Joint Details, vNess noted otherwise. w r Refer to drawings 160A-Z for standard plate positions. ..1' 11 e• Alpine,a dlNslon of ITV Batdlnp Components Group Inc.shall mat be responsible for any devla f �� ' - 1 r e'4.7k?./ � �� AN RWODMR#,NY this draw ng any failure to bold the truss in conformance with ANSVTPI 1,or for handlin •• \ ' MAX, TOT, LD. 60 PSF Installation L bradng of trusses. 9. ••n....w•'••t E.: \\13723\River h\Drive A seal on this drawing or cover page listing this drawing,YMcates acceptance of professional V po engineering responsibility solely for the design shown The suitability and use of this drawing II Suite\200 for any struca.'e Is the responsibility of the aadng Designer per NISI/TPI I Sect eA ON AI. tiPtt II Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites. IBf/L{ylln-- ALPINE'wwwalpineitw.com:TPI.wwwtpinst.argi SBCA. www.sbcindustry.orgi ICO wwwJccsaft.org '()A JNAf)\ g3Olui MAX, SPACING 24.0' Ga ole Detail ((??II For Let-in Verticals Gable Truss Plate Sizes About` O Refer to appropriate Alpine gable detail for ' II minimum plate sizes for vertical studs. 11 +ORefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. GableTi‘ . 1111) © Le VerticalcaO Examples 2X4 , p, % 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member d111111111111111- OToe-nail - Or - XEnd-mall \LLO. m,....1...;..... A. �� ,......;,....1.11 O O To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical l0d Common (0.148'x 3.',min) Nails at 4' o,c, plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, RI-Id Sheathln- Toenalled Nails: specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace i 4 Nail �1 1t (4) toenails In the top and bottom chords. 'T' Reinf. 'T' 'T. This detail to be used with the appropriate Alpine gable detail f or ASCE Mbr. Size Increase Relnforcing wind fond. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 Gable A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c, SP #3 4' o.c. A11515ENC10011B, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 , J A1153OENC100118, A1203OENC100118, A1403OENC100116, A1603OENC100116, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A rr - i x0118, Maximum 'T' Reinforced Gable Vertical Length SIISI5ENC100118, 512015ENC100118, 514015ENC10011 (((►►►10M E r i`'�T�r� 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END1 11 5P' O01 .. 511530ENC100118, S12030ENC100118, 614030E S r {s �/f 11 4 Nall II S18030ENC100118, S20030ENC100118, S20030 ba e S'� �_ Ii it •t , e> \\.,, ,.. 11 ;: Ceiling See appropriate Alpine gable detail for maxis ' hy+einfcrced gale a tlgatSter1'gth. o.7Q8►l f. ...WARNING..READ AND FOLLOW ALL NOTES ON THIS IIRAVINGI = * a REF LET-IN VERT ..DWIRTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INC INSTALLERS. f Z s Z Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer o and• DATE 01/02/2018 follow the latest edtion of SCSI(Buttding Component Safety Information,by TPI and SBCAI for fety j S AT . C) • practices prior to performing these functions. Installers shall provide temporary bracing per S Unless noted otherwise, top chord shall have properly attached structural sheathing and bottd� ;'(�F DRWG GBLLETIN0118 >r shall have a properly attached rigid ceiling. Locations shown for permanent interni restraint oC9, ee tom! A w;__,SEI A , shall have bracing installed per BCSI sections B3, B7 or 510,as applicable. Apply plates to each c w� C ` s,{ 'e�`�V � ^/,'[1 uJ I\v' of truss and position ns form above and on the Joint Details,unless noted otherwise. ecce i,ff Refer to drawings 160A-2 for stmdnrd plate positions. •w.,, ..e' Alpine,a dvlsion of ITV Buttdtg Components Group Inc. shall not be responsible for any deviation fr AN 1TW COMPANY this drawing,any failure to bu ld the truss In confornnnce with ANSI/TPI 1,or for handling,shipping, /'v �t Installation L bracing of trusses. 400 �aNAI.' tN MAX. T❑T, LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 4446$1.1111111041 \\137e3\Riverport\Drive forfany fwrche ree/yofr�theity of the Tes�u�yµand TP;I of drawing ��// 2018 DUR, FAC. ANY \\Suite\200 'O(�#®Y4 \\Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites. MAX. SPACING 24,0' ALPINE, www.aipineltw.conr TPI.www.tpinst.orgi SBCA, www.sbcindustry.orgi ICC'www.lccsafe.org -- Gable Stud Reinforcement Detail ASCE 7-10; 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ► Or' 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 , Or: 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace w CO 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace w (2) 2x6 'L' Brace mm Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir -�-) r #1 / #2 Standard #2 Stud <J SPF 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' *3 Stud #3 Standard C O u F Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' I� Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww QJ #1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' #3 *3 J SP #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Stud anStdd Standard Standard #3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 6' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' _ CU DFL Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' d Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group B: U P F #1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir S #3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' II' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 1 Btr L U H F Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *1 Q.) o 1 Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine wow P #1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' #2 *2 #3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Q� DFL waeFor 1x4 So. Pine use only Industrial 55 or Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: C U H F Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. - I Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plf over X #1 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d P #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with IOd (0.128'x3.0' min) nails. - About it_ y able Truss �, (l I * )K For (1) 'L' brace, space nails at 2' o,c. / 1 �ii in 18' end zones and p e betweenzones. Diagonal brace options lia31E 31EFor (2) 'L' braces space nails at 3' o.c. w # In 18' end zones and 6' o.c. between zones. vertical length may be d T • 4 doubled when diagonal 18' 4 'L' bracing must be a minimum of 807 of web brace is used. Connect L I r� member length. I} diagonal brace for 525# `. Gable Vertical Plate Sizes at each end. Max web Brace total length is 14'. 31(31( ,1� w Vertical Length No Splice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal r Greater than 4' 0', but brace; single }Sf1if less than 11' 6' 3X4 Vertical length shown18' ry/ : Greater than 11' 6' 4X4 or double cut o . . ;7 In table above. / -- ■ �r t Refer to common truss design for A 45• (as shown) at _ 1 e o f ;, 4 upper end, a + ,"� �1.r "pi,4 = peak, splice, and heel plates. lei /17 / / �0 1.1,••sw#e `f' ee �. / / Refer to the Building Designer for conditions Connect diagonal at • s •_ midpoint of vertical web. Refer to chart ,ave/or m•x able ver dc." enw' h. not addressed by this detail. . EAD AM f0TIV ALL NOTES CH THIS DRAWING! ? 0. $ REF ASCE7-10—GAB14030..)PORTANfwTHIS BRAVING ALLCONTRACTQS INCLUDING THE INSTALLERS!. . Trusses requre extreme care In fabricating,handling,shipping, w w Installing and bracing. Refe"to and• -` fabw ine latest eperf of BCSI(Building Component Safety Information, by TPI and SBCA)f s lye • ) DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing ecsl• w Dillihk Unless noted ise,top chord shall have properly attached structural sheathing and bo S AT w C) DRWG A14030ENC101014 w, shall have a property attached rigid ceiling. Locations shorn for permanent lateral restraint f webs fI A shall have bracing Installed per BEST sections B3,B7 or B10,as applicable. Apply plates to ea e I I ��1` I( of truss and position as shown above and m the Joint Details,unless noted otherwise. 16. M w• 455'=f I IL J I \`II Refer to drawings 160A-Z for standard plate positions. a `/♦ r✓ Alpine,n division of ITV Building car onentGroup Inc.shall not be responsible for any devla #ew\ f r..!` w• 1 AN mNaoMw►NY tins hawing, y Fs*re to b:1d the truss In canfornance with ANSI/TPI Lor for handling,shippin a•e. . '' �. � MAX, T❑T, LD, 60 PSF installation t bradng of trusses. •eet+ww.' \\13723\River ort\Drive A seal on this drawing or cover page listing this drawing,indicates acceptance of professional p engrieervrg respon:buc solely for the:erica shown The suitability and use of this era C N Al. \\suite\200 for arty strucbre b resparu6Oty of t►.e B rang nedgner per AravTPI I sect �g fit t r�� \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites. Mfl1Np1N1 ALPINE www.olpineitrsom,TPI.www.tpnwt.org,SBCA. wwwabcIndustry.org,ICC.wwwiccsafe.org rrlA IIIRA RO(Il t MAX, SPACING 24.0'